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Board of Commissioners – Supporting Documents Compiled – 06/22/2021
OTTER TAIL COUNTY BOARD OF COMMISSIONERS SUPPORTING DOCUMENTS Tuesday, June 22, 2021 8:30 a.m. Government Services Center & Via Livestream 515 West Fir Avenue, Fergus Falls, MN 2.1 Draft Otter Tail County Board Minutes for 06.08.2021 2.2 Warrants/Bills for 06.22.2021 2.3 Human Services & Public Health Warrants/Bills for 06.22.2021 3.0 Request for Easements 4.0 Joint Powers Agreement Amendment 5.0 Planning Commission Minutes 5.0 Franklin Lake Association Donation Letter 6-11-21 5.0 Grant Subcontract for Bois de Sioux 6.0 Parental Fee Schedules 7.0 Notice to Adopt Ordinance Establishing a Housing Trust Fund 7.0 Ordinance Establishing a Housing Trust Fund 8.0 Organics Recycling Grant Agreement 9.0 2021 Performance Measures for Otter Tail County 9.0 Tentative Board Retreat Agenda 10.0 Burke Dairy, Inc Feedlot Public Meeting 11.0 United Council on Welfare Fraud Conference 2021 12.0 Bond Financed Capital Improvement Project Approvals 13.0 Proposed Eagle Lake Improvement District Public Hearing 06082021 14.0 2021 L&R Permit Fee Schedule 15.0 Bid Review & Recommendation for Award - S.A.P. 056-646-009 & Etc. 15.0 Bid Review & Recommendation for Award - 056-030-004 & Etc., Williams Excavation and Seeding, LLC 15.0 Bid Review & Recommendation for Award - S.P. 056-070-027, HSIP 5621(214) - Traffic Marking Service, Inc. 15.0 Driver Feedback Sign Policy 15.0 Construction Services Agreement with Moore Engineering, Inc. - S.A.P. 056-646-009-S.A.P. 056-095-002 16.0 County Ditch 21 - Permann Culverts 17.0 LCSC Service Agreement 19.0 Resolution to Rescind COVID-19 Declaration of Emergency COMMISSIONER'S VOUCHERS ENTRIES6/17/2021 csteinba N Y D 4 N Otter Tail County Auditor Audit List for Board Page 1 Print List in Order By: Save Report Options?: Type of Audit List: on Audit List?: Paid on Behalf Of Name Explode Dist. Formulas?: D - Detailed Audit List S - Condensed Audit List 1 - Fund (Page Break by Fund) 2 - Department (Totals by Dept) 3 - Vendor Number 4 - Vendor Name 12:30:41PM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-201-000-0000-6240 996.15 ACCT 5253141 PROMO ITEMS 21169531 Publishing & Advertising N 01-201-000-0000-6396 28.20 KEYS FOR COMP FORENSICS ROOM 381 Special Investigation N 10-304-000-0000-6572 139.50 PARTS 01182895 Repair And Maintenance Supplies N 50-000-000-0120-6857 430.00 APPLIANCE DISPOSAL 6/15/21 Appliance Disposal N 50-000-000-0150-6857 450.00 APPLIANCE DISPOSAL 6/7/21 Appliance Disposal N 10-304-000-0000-6300 600.00 CLEANING 00012907 Building And Grounds Maintenance N 01-091-000-0000-6369 4.00 CERTIFIED COPY - K CHRISTIAN 6/22/21 Miscellaneous Charges N 01-112-104-0000-6319 300.00 RE-STRIPE PARKING LOT 20211343 Parking Lots N 01-112-104-0000-6572 2,695.00 REPLACE ASPHALT IN PARKING LOT 20211343 Repair And Maintenance Supplies N 01-112-101-0000-6319 285.00 RE-STRIPE PARKING LOT 20211345 Parking Lots N 01-112-108-0000-6319 650.00 RE-STRIPE PARKING LOT 20211348 Parking Lots N 01-112-108-0000-6572 5,655.00 REPLACE ASPHALT IN PARKING LOT 20211348 Repair And Maintenance Supplies N 01-112-109-0000-6319 660.00 RE-STRIPE PARKING LOT 20211350 Parking Lots N 50-000-000-0150-6290 599.73 ACCT 1478400 MAY 2021 2215299 Contracted Services.N 6336 4IMPRINT INC 996.156336 5 A-1 LOCK & KEY LLC 28.205 14522 A-OX WELDING SUPPLY CO INC 139.5014522 13408 A&A RECYCLING LLC 880.0013408 7373 ABG MAINTENANCE INC 600.007373 999999000 ADAMS CO COURT 4.00999999000 13892 ADVANCED STRIPING INC 10,245.0013892 7588 ALEX RUBBISH & RECYCLING INC Page 2Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions 1 Transactions 6 Transactions 4IMPRINT INC A-1 LOCK & KEY LLC A-OX WELDING SUPPLY CO INC A&A RECYCLING LLC ABG MAINTENANCE INC ADAMS CO COURT ADVANCED STRIPING INC Otter Tail County Auditor ANDERSON BROTHERS CONST CO OF BRAINERD 1XFM-WCMJ-W1GM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Solid Waste Fund Copyright 2010-2020 Integrated Financial Systems 01-201-000-0000-6392 6,476.85 MOBILE FIELD FORCE SUPPLIES 2021-187 Mobile Field Force Y 01-031-000-0000-6406 55.12 A2RJVV5AA0WI1P LANYARDS 1HYR-1QX1-W3RX Office Supplies N 01-061-000-0000-6406 106.20 A2RJVV5AA0WI1P IPAD CASES 16PF-VFXR-DGQ4 Office Supplies N 01-061-000-0000-6406 51.28 A2RJVV5AA0WI1P USB CHARGERS 1GXY-4XPM-RTDV Office Supplies N 01-061-000-0000-6406 17.99 A2RJVV5AA0WI1P SCREEN PROTECT 1HYR-1QX1-MCW3 Office Supplies N 01-061-000-0000-6406 38.76 A2RJVV5AA0WI1P FIBER CABLES 1PF1-NYH6-HJQQ Office Supplies N 01-061-000-0000-6406 17.95 A2RJVV5AA0WI1P DUFFLE BAG 1TQ1-1HR9-TNXJ Office Supplies N 01-061-000-0000-6680 196.66 A2RJVV5AA0WI1P BATTERY/CABLE 1YPQ-1L9N-7PN4 Computer Hardware N 01-091-000-0000-6406 18.88 A2RJVV5AA0WI1P HIGHLIGHTERS 11FF-GPX1-PGX4 Office Supplies N 01-112-000-0000-6572 23.30 A2RJVV5AA0WI1P SILLCOCK KEYS 1LJD-YWDH-MHNK Repair And Maintenance Supplies N 01-112-102-0000-6572 519.99 A2RJVV5AA0WI1P DEHUMIDIFIER 1TF1-T116-Y93L Repair And Maintenance Supplies N 01-122-000-0000-6406 16.99 A2RJVV5AA0WI1P IPAD CASE 19HF-LNWK-7NMH Office Supplies N 01-201-000-0000-6526 10.49 A2RJVV5AA0WI1P HOLSTER MOUNT 164W-NGDV-11KQ Uniforms N 01-201-000-0000-6433 78.80 A2RJVV5AA0WI1P LYSOL WIPES 1LPM-4KQJ-7JGG Special Medical N 01-204-000-0000-6491 368.40 A2RJVV5AA0WI1P LIFE JACKETS 1YQK-HN46-DWCG General Supplies N 01-250-000-0000-6406 19.86 A2RJVV5AA0WI1P SECURE ENVELOPE 1NLD-LLKK-CFQJ Office Supplies N 01-250-000-0000-6432 34.35 A2RJVV5AA0WI1P GATORADE 1PK1-13V1-3NH1 Medical Incarcerated N 02-214-000-0000-6491 143.97 A2RJVV5AA0WI1P KEYBOARDS 17P9-1WDL-KG9H General Supplies N 02-225-000-0000-6369 90.63 A2RJVV5AA0WI1P PVC CARDS 1VLX-V93W-QKWK Miscellaneous Charges N 10-301-000-0000-6406 38.47 ACCT #A2RJVV5AA0WI1P-SUPPLIES 1TDT-QKVX-CCYL Office Supplies N 50-000-000-0000-6848 15.99 A2RJVV5AA0WI1P COMPOST BOOK Public Education N 01-121-000-0000-6950 200.00 DECORATED GRAVES MAY2021 Appropriations N 10-304-000-0000-6306 1,302.30 FIRE EXTINGUISHER INSPECTIONS 07807493 Repair/Maint. Equip N 599.737588 12900 ALPHA TRAINING & TACTICS LLC 6,476.8512900 14386 AMAZON CAPITAL SERVICES INC 1,864.0814386 217 AMERICAN LEGION POST 30 200.00217 765 AMERICAN WELDING & GAS INC 1,302.30765 13399 Page 3Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 20 Transactions 1 Transactions 1 Transactions ALEX RUBBISH & RECYCLING INC ALPHA TRAINING & TACTICS LLC AMAZON CAPITAL SERVICES INC AMERICAN LEGION POST 30 AMERICAN WELDING & GAS INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-302-000-0000-6505 2,000.24 SAND - 1,000.12 TONS Aggregates N 01-250-000-0000-6432 185.00 ACCT 6315573094 A NORTON 4/26/21 Medical Incarcerated N 01-250-000-0000-6432 292.00 ACCT 6469371578 J WROBLESKI 5/19/21 Medical Incarcerated N 10-304-000-0000-6572 51.29 SHOP TOWELS - ACCT #160001535 1602190854 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001538 1602191076 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001541 1602193549 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001539 1602193636 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001538 1602194744 Repair And Maintenance Supplies N 10-304-000-0000-6572 20.79 SHOP TOWELS - ACCT #160001536 1602194840 Repair And Maintenance Supplies N 10-304-000-0000-6572 51.29 SHOP TOWELS - ACCT #160001535 1602198084 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001538 1602198389 Repair And Maintenance Supplies N 10-304-000-0000-6572 20.79 SHOP TOWELS - ACCT #160001540 1602199881 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001541 1602200686 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001539 1602200703 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001538 1602201624 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #160001537 1602201700 Repair And Maintenance Supplies N 10-304-000-0000-6572 20.79 SHOP TOWELS - ACCT #160001536 1602201712 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #220000970 2201465813 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.00 SHOP TOWELS - ACCT #220000970 2201468074 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.73 SHOP TOWELS - ACCT #220000970 25000005904 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.73 SHOP TOWELS - ACCT #220000970 25300000359 Repair And Maintenance Supplies N 10-304-000-0000-6572 10.73 SHOP TOWELS - ACCT #220000970 25300003210 Repair And Maintenance Supplies N 50-000-000-0000-6290 19.04 ACCT 160002035 1602208911 Contracted Services N 50-000-000-0120-6290 32.53 ACCT 160002806 1602209351 Contracted Services.N 50-390-000-0000-6290 19.04 ACCT 160002035 1602208911 Contracted Services.N 50-399-000-0000-6290 33.05 ACCT 160002035 1602208911 Contracted Services.N 10-304-000-0000-6572 63.98 PARTS 5301895 Repair And Maintenance Supplies N 10-304-000-0000-6572 319.90 PARTS 5301901 Repair And Maintenance Supplies N 10-304-000-0000-6572 227.88 PARTS 5301911 Repair And Maintenance Supplies N 2,000.2413399 12254 APPLE TREE DENTAL 477.0012254 13620 ARAMARK UNIFORM SERVICES 410.8013620 102 AUTO VALUE FERGUS FALLS Page 4Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 2 Transactions 23 Transactions ANDERSON BROTHERS CONST CO OF BRAINERD APPLE TREE DENTAL ARAMARK UNIFORM SERVICES Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-304-000-0000-6572 109.98 SUPPLIES 5301941 Repair And Maintenance Supplies N 10-304-000-0000-6572 29.98 PARTS 5303442 Repair And Maintenance Supplies N 10-304-000-0000-6572 19.98 PARTS 5304027 Repair And Maintenance Supplies N 10-304-000-0000-6572 198.72 SUPPLIES 5304161 Repair And Maintenance Supplies N 10-304-000-0000-6572 55.93 PARTS 5304161 Repair And Maintenance Supplies N 10-304-000-0000-6572 8.99 PARTS 5304164 Repair And Maintenance Supplies N 10-304-000-0000-6572 61.90 SUPPLIES 5304164 Repair And Maintenance Supplies N 01-112-000-0000-6572 20.00 ACCT 2189988000 CREDIT 40321863 Repair And Maintenance Supplies N 01-112-000-0000-6572 163.30 ACCT 2189988000 BATTERIES 40323052 Repair And Maintenance Supplies N 10-304-000-0000-6572 45.84 TIRE REPAIR 41834 Repair And Maintenance Supplies N 10-000-000-0000-2270 250.00 2020-37 APPROACH DEPOSIT REFUN PERMIT #2020-3 Customer Deposits N 50-000-000-0130-6290 13.00 DRINKING WATER M1290 Contracted Services.N 50-399-000-0000-6304 275.00 UNIT 15987 FENDER BRACKET 35353 Repair And Maint-Vehicles N 09-507-510-0000-6278 13,451.70 PROJECT 41937.1 PM BLDG REPAIR MAY2021 Engineering & Hydrological Testing N 10-302-000-0000-6350 19,202.70 SERVICE 59145 Maintenance Contractor N 1,097.24102 14731 BATTERIES PLUS BULBS 143.3014731 31064 BATTLE LAKE STANDARD 45.8431064 802 BATTLE LAKE/CITY OF 250.00802 1755 BEN HOLZER UNLIMITED WATER LLC 13.001755 31803 BEYER BODY SHOP INC 275.0031803 13535 BHH PARTNERS 13,451.7013535 6155 BIO BUILDER INC Page 5Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 10 Transactions - 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions AUTO VALUE FERGUS FALLS BATTERIES PLUS BULBS BATTLE LAKE STANDARD BATTLE LAKE/CITY OF BEN HOLZER UNLIMITED WATER LLC BEYER BODY SHOP INC BHH PARTNERS Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 01-201-000-0000-6491 577.45 ACCT 114063 MEDICAL SUPPLIES 84088038 General Supplies N 01-124-000-0000-6140 150.00 PC - PER DIEM 6/9/21 Per Diem Y 01-124-000-0000-6330 107.52 PC - MILEAGE 6/9/21 Mileage Y 10-303-000-0000-6278 5,234.00 SERVICE B253487 Engineering & Hydrological Testing N 10-304-000-0000-6300 4,961.00 HOLDING TANK Building And Grounds Maintenance N 02-612-000-0000-6330 141.12 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-121-000-0000-6950 200.00 DECORATED GRAVES MAY2021 Appropriations N 10-304-000-0000-6572 496.34 TIRES 063265 Repair And Maintenance Supplies N 10-304-000-0000-6572 360.28 TIRES 063389 Repair And Maintenance Supplies N 10-304-000-0000-6572 222.11 TIRES 063390 Repair And Maintenance Supplies N 10-304-000-0000-6572 62.11 PARTS 063501 Repair And Maintenance Supplies N 10-304-000-0000-6572 106.22 TIRES 063586 Repair And Maintenance Supplies N 10-304-000-0000-6572 311.10 TIRES 063587 Repair And Maintenance Supplies N 10-304-000-0000-6306 5,898.16 REPAIR 063602 Repair/Maint. Equip N 50-000-000-0170-6304 5,972.21 ACCT C00837 UNIT 19735 INSPECT 063641 Repair And Maintenance N 50-399-000-0000-6304 760.81 ACCT 100331 UNIT 16558 REPAIRS 063490 Repair And Maint-Vehicles N 19,202.706155 3494 BOUND TREE MEDICAL LLC 577.453494 11652 BOYER/RODNEY 257.5211652 386 BRAUN INTERTEC CORPORATION 5,234.00386 16214 BUDKE EXCAVATING 4,961.0016214 8095 BUELOW/DAVID 141.128095 274 BURELBACH AMERICAN LEGION POST 61 200.00274 3423 BUY-MOR PARTS & SERVICE LLC Page 6Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions BIO BUILDER INC BOUND TREE MEDICAL LLC BOYER/RODNEY BRAUN INTERTEC CORPORATION BUDKE EXCAVATING BUELOW/DAVID BURELBACH AMERICAN LEGION POST 61 Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Solid Waste Fund Copyright 2010-2020 Integrated Financial Systems 50-399-000-0000-6304 931.90 ACCT 100331 UNIT 17373 REPAIRS 063508 Repair And Maint-Vehicles N 50-399-000-0000-6304 937.76 ACCT 100331 CAPPED CASINGS 063630 Repair And Maint-Vehicles N 50-399-000-0000-6304 10.90 ACCT 100331 UNIT 1712 COOLANT 063779 Repair And Maint-Vehicles N 10-000-000-0000-2270 250.00 2020-13 APPROACH DEPOSIT REFUN PERMIT #2020-1 Customer Deposits N 01-091-000-0000-6369 6.75 CASE CR 08-25 CERTIFIED COPY 6/4/21 Miscellaneous Charges N 10-304-000-0000-6572 629.00 SUPPLIES 7376144 Repair And Maintenance Supplies N 01-250-000-0000-6491 433.58 EMSOTTERTAILJAILMN GLOVES 2106007 Jail Supplies N 01-112-000-0000-6310 575.00 WINDOW CLEANING PA046139 Outside Vendor Services Y 50-000-000-0000-6290 1,183.00 OFFICE CLEANING MAY 2021 PA046152 Contracted Services Y 10-000-000-0000-2270 1,000.00 2021-06 APPROACH DEPOSIT REFUN PERMIT #2021-0 Customer Deposits N 01-149-000-0000-6369 176.00 GPS REMOVAL FROM 2 UNITS 6380 Miscellaneous Charges N 01-201-000-0000-6315 514.25 UNIT 1603 REMOVE EQUIPMENT 6387 Radio Repair Charges N 01-201-000-0000-6304 46.75 UNIT 1807 COMP DOCK ISSUE 6388 Repair And Maintenance N 16,069.903423 6172 CAMERON/MARK TODD 250.006172 999999000 CASS CO CLERK OF DIST COURT 6.75999999000 12785 CERTIFIED LABORATORIES 629.0012785 9688 CLEAN PLUS INC 433.589688 12058 CLEAN SWEEP COMMERCIAL SERVICES 1,758.0012058 6180 CLOUSE/BRIAN 1,000.006180 9087 CODE 4 SERVICES INC 737.009087 32603 COOPER'S OFFICE SUPPLY INC Page 7Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 12 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions 3 Transactions BUY-MOR PARTS & SERVICE LLC CAMERON/MARK TODD CASS CO CLERK OF DIST COURT CERTIFIED LABORATORIES CLEAN PLUS INC CLEAN SWEEP COMMERCIAL SERVICES CLOUSE/BRIAN CODE 4 SERVICES INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-031-000-0000-6406 84.59 ACCT 2189988076 SUPPLIES 450885 Office Supplies N 01-031-000-0000-6406 14.34 ACCT 2189988076 ENVELOPES 454533 Office Supplies N 01-031-000-0000-6406 25.40 ACCT 2189988076 GLOSS PAPER 454623 Office Supplies N 01-031-000-0000-6406 27.12 ACCT 2189988076 POCKET FOLDER 454709 Office Supplies N 01-031-000-0000-6406 42.80 ACCT 2189988076 NOTEBOOKS 454710 Office Supplies N 01-042-000-0000-6406 62.00 ACCT 2189988030 PAPER ROLLS 454660 Office Supplies N 01-044-000-0000-6406 50.09 ACCT 2189988010 SUPPLIES 454505 Office Supplies N 01-112-000-0000-6677 2,040.00 ACCT 2189988050 WORKSTATIONS 454542 Office Furniture And Equipment-Minor N 01-125-000-0000-6369 223.39 ACCT 2189988730 SUPPLIES 454642 Miscellaneous Charges N 01-201-000-0000-6406 31.99 ACCT 2189988555 PEN/STAPLER 454621 Office Supplies N 01-201-000-0000-6406 25.32 ACCT 2189988555 ORGANIZERS 454658 Office Supplies N 01-201-000-0000-6406 100.35 ACCT 2189988555 SUPPLIES 454703 Office Supplies N 01-201-000-0000-6406 5.97 ACCT 2189988555 BINDERS 454706 Office Supplies N 50-000-000-0170-6290 32.63 ACCT 327-00028118-5 SERVICE 5/31/21 Contracted Services.N 01-061-000-0000-6202 464.00 TAX WEBSITE SUPPORT 301043 County Website N 01-061-000-0000-6202 275.00 ESS PAYROLL SUPPORT 301047 County Website N 01-061-000-0000-6202 350.00 CREDIT CLERK SUPPORT 301056 County Website N 50-000-000-0170-6485 63.89 ACCT 227162 SUPPLIES 63104 Custodian Supplies N 50-399-000-0000-6410 118.78 ACCT 227162 SUPPLIES 70664 Custodial Supplies N 50-399-000-0000-6453 157.75 ACCT 227162 LATEX GLOVES 70664 Ppe & Safety Equip.&Supplies N 50-399-000-0000-6453 157.75 ACCT 227162 LATEX GLOVES 70665 Ppe & Safety Equip.&Supplies N 01-122-000-0000-6331 28.22 MEALS - SEPTIC SCHOOL 6/3/21 Meals And Lodging N 01-122-000-0000-6330 77.28 MILEAGE - SEPTIC SCHOOL 6/4/21 Mileage N 2,733.3632603 5407 CULLIGAN OF ELBOW LAKE 32.635407 9018 D & T VENTURES LLC 1,089.009018 36 DACOTAH PAPER CO 498.1736 15991 DAHL/SHEILA 105.5015991 6708 DAKOTA WHOLESALE TIRE INC Page 8Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 13 Transactions 1 Transactions 3 Transactions 4 Transactions 2 Transactions COOPER'S OFFICE SUPPLY INC CULLIGAN OF ELBOW LAKE D & T VENTURES LLC DACOTAH PAPER CO DAHL/SHEILA Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-201-000-0000-6304 560.04 ACCT 5146 UNIT 1807 TIRES 551527 Repair And Maintenance N 01-250-000-0000-6491 441.80 ACCT 397194 EXAM GLOVES 1236154 Jail Supplies N 01-250-000-0000-6491 68.00 CLEANING KIT 21-795 Jail Supplies N 01-121-000-0000-6950 200.00 DECORATED GRAVES MAY2021 Appropriations N 10-304-000-0000-6565 432.00 1000 THF 1/5 0190139 Fuels - Diesel N 10-304-000-0000-6565 242.20 GREASE 0190139 Fuels - Diesel N 10-304-000-0000-6565 330.82 D.E.F. FLUID 0190139 Fuels - Diesel N 09-507-510-0000-6253 141.57 ACCT 1122 GARBAGE JUNE2021 Garbage N 01-123-000-0000-6140 150.00 BA - PER DIEM 6/10/21 Per Diem Y 01-123-000-0000-6330 54.88 BA - MILEAGE 6/10/21 Mileage Y 50-000-000-0150-6300 1,619.16 CLAY/CLASS 5 BLADING 31555 Building And Grounds Maintenance Y 13-012-000-0000-6369 120.00 LAW LIBRARY HOURS MAY 2021 MAY2021 Miscellaneous Charges Y 560.046708 13214 DASH MEDICAL GLOVES INC 441.8013214 15128 DATAWORKS PLUS LLC 68.0015128 9942 DAV CHAPTER 25 200.009942 9672 DEANS DISTRIBUTING 1,005.029672 1261 DENZEL'S REGION WASTE INC 141.571261 15993 DONOHO/MICHAEL 204.8815993 941 EGGE CONSTRUCTION INC 1,619.16941 5430 EIFERT/DANA Page 9Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 1 Transactions 3 Transactions 1 Transactions 2 Transactions 1 Transactions DAKOTA WHOLESALE TIRE INC DASH MEDICAL GLOVES INC DATAWORKS PLUS LLC DAV CHAPTER 25 DEANS DISTRIBUTING DENZEL'S REGION WASTE INC DONOHO/MICHAEL EGGE CONSTRUCTION INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Law Library Fund Copyright 2010-2020 Integrated Financial Systems 02-612-000-0000-6330 79.52 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 02-612-000-0000-6330 167.44 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 10-304-000-0000-6572 27.00 PARTS X101054037:01 Repair And Maintenance Supplies N 01-112-000-0000-6572 39.52 ACCT 13040 IND BELT 806855 Repair And Maintenance Supplies N 10-304-000-0000-6572 33.94 SUPPLIES - ACCT #13025 804348 Repair And Maintenance Supplies N 10-304-000-0000-6572 17.40 PARTS - ACCT #13025 804348 Repair And Maintenance Supplies N 10-304-000-0000-6572 11.97 PARTS - ACCT #13025 804358 Repair And Maintenance Supplies N 10-304-000-0000-6565 16.03 OIL - ACCT #13025 805094 Fuels - Diesel N 10-304-000-0000-6572 7.98 PARTS - ACCT #13025 805271 Repair And Maintenance Supplies N 10-304-000-0000-6572 79.38 PARTS - ACCT #13025 805680 Repair And Maintenance Supplies N 10-304-000-0000-6572 24.98 PARTS - ACCT #87205 805732 Repair And Maintenance Supplies N 10-304-000-0000-6572 12.95 PARTS - ACCT #13025 805776 Repair And Maintenance Supplies N 01-002-000-0000-6240 490.59 ACCT 530695 BOC MTG 4.13 393317 Publishing & Advertising N 01-002-000-0000-6240 463.34 ACCT 530695 BOC MTG 4.27 397648 Publishing & Advertising N 01-002-000-0000-6240 327.06 ACCT 530694 EAGLE LAKE LID 398480 Publishing & Advertising N 01-002-000-0000-6240 363.40 ACCT 530694 LIDA LID 400032 Publishing & Advertising N 01-002-000-0000-6240 381.57 ACCT 530695 BOC MTG 5.11 401929 Publishing & Advertising N 01-041-000-0000-6240 4,578.84 ACCT 530694 EX OF REDEMPT #1 393345 Publishing & Advertising N 01-041-000-0000-6240 2,943.54 ACCT 530694 EX OF REDEMPT #2 393348 Publishing & Advertising N 01-063-000-0000-6240 259.50 ACCT 529337 ELECTION SUPPORT 400618 Publishing & Advertising N 01-123-000-0000-6240 136.28 ACCT 530699 BA MTG 6/10/21 401016 Publishing & Advertising N 01-124-000-0000-6240 99.94 ACCT 530699 PC MTG 6/9/21 401013 Publishing & Advertising N 02-612-000-0000-6369 269.00 ACCT 524111 LAKES JOURNAL ADS 377457 Miscellaneous Charges N 120.005430 15733 ELDIEN/HUNTER 79.5215733 14640 ELDRIDGE/TRACY 167.4414640 950 FARGO FREIGHTLINER 27.00950 373 FARNAM'S GENUINE PARTS INC 244.15373 35011 FERGUS FALLS DAILY JOURNAL Page 10Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 1 Transactions 9 Transactions EIFERT/DANA ELDIEN/HUNTER ELDRIDGE/TRACY FARGO FREIGHTLINER FARNAM'S GENUINE PARTS INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-303-000-0000-6240 109.02 NOTICE - ACCT #524115 390690 Publishing & Advertising N 10-303-000-0000-6240 109.02 NOTICE - ACCT #524115 393324 Publishing & Advertising N 10-303-000-0000-6240 109.02 NOTICE - ACCT #524115 393325 Publishing & Advertising N 10-305-000-0000-6369 72.68 NOTICE - ACCT #524115 -FARMLAN 397283 Miscellaneous Charges N 50-390-000-0000-6240 202.00 ACCT 524121 LAKES JOURNAL ADS 387086 Publishing & Advertising N 01-091-000-0000-6271 30,503.06 1/2 2021 FRAUD INVESTIGATIONS 6/1/21 Fraud Investigator Expenses N 01-280-000-0000-6818 1,050.00 ACCT 18170 VACCINE CLINIC 35369 Contingency Incident Event Costs N 10-302-000-0000-6500 37.49 WATER SALES 35367 Supplies N 50-000-000-0130-6290 6,900.00 LEACHATE HAULING MAY 2021 45185 Contracted Services.N 01-122-000-0000-6304 25.00 ACCT 2459 TIRE REPAIR 370102 Repair And Maintenance N 01-250-000-0000-6399 25.00 TIRE REPAIR 370818 Sentence To Serve N 10-304-000-0000-6572 604.84 TIRES 370145 Repair And Maintenance Supplies N 01-112-000-0000-6572 152.95 ACCT 23817 ROTOR SPKLR 0396098 Repair And Maintenance Supplies N 50-000-000-0000-6330 40.32 MILEAGE - MAY 2021 MAY2021 Mileage N 01-091-000-0000-6271 436.50 RESEARCH FEE - J MILLER 104 Fraud Investigator Expenses N 10,914.8035011 35172 FERGUS FALLS POLICE DEPT 30,503.0635172 32679 FERGUS FALLS/CITY OF 1,087.4932679 2153 FERGUS POWER PUMP INC 6,900.002153 35018 FERGUS TIRE CENTER INC 654.8435018 14732 FERGUSON WATERWORKS #2516 152.9514732 8002 FIELD/TERRY 40.328002 3656 FIRST NATIONAL BANK HENNING Page 11Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 16 Transactions 1 Transactions 2 Transactions 1 Transactions 3 Transactions 1 Transactions 1 Transactions FERGUS FALLS DAILY JOURNAL FERGUS FALLS POLICE DEPT FERGUS FALLS/CITY OF FERGUS POWER PUMP INC FERGUS TIRE CENTER INC FERGUSON WATERWORKS #2516 FIELD/TERRY Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-124-000-0000-6140 150.00 PC - 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Major N 01-205-000-0000-6273 850.00 BODY TRANSPORTS 5/24 & 5/26 CO-2101 Coroner Expense N 500.006167 6175 HURTIG/MELISSA 250.006175 8908 J.P. COOKE CO 81.658908 10563 JENSEN/JAY 415.0410563 14856 JENSEN/MATT 1,584.8814856 14323 JH SIGNS & DESIGNS INC 175.0014323 39324 JK SPORTS INC 899.0039324 6489 JOHN'S HEATING & AC INC 656.006489 1630 JOHNSON CONTROLS INC 71,145.051630 16090 KARVONEN FUNERAL HOME Page 14Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions HUBER/ROBERT HURTIG/MELISSA J.P. COOKE CO JENSEN/JAY JENSEN/MATT JH SIGNS & DESIGNS INC JK SPORTS INC JOHN'S HEATING & AC INC JOHNSON CONTROLS INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 10-304-000-0000-6572 169.80 PARTS 8921698 Repair And Maintenance Supplies N 10-304-000-0000-6572 26.20 PARTS 8922621 Repair And Maintenance Supplies N 01-063-000-0000-6342 3,250.00 POLL PAD MAINTENANCE FEE 7905 Service Agreements N 02-612-000-0000-6330 106.40 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 02-612-000-0000-6330 99.12 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-205-000-0000-6273 7,250.00 ACCT OTAUD CORONER SERVICES 1659 Coroner Expense 6 01-205-000-0000-6273 1,168.00 ACCT OTAUD AUTOPSY ASSIST 1680 Coroner Expense 6 01-205-000-0000-6273 1,200.00 ACCT OTAUD TECH SERVICES 1681 Coroner Expense 6 50-000-000-0000-6290 401.35 ACCT 1028714 D NELSON 5/21/21 Contracted Services 6 50-399-000-0000-6290 37.50 ACCT 1028714 S SIMON 3/9/21 Contracted Services.6 50-399-000-0000-6290 358.65 ACCT 1028714 K PATCH 5/24/21 Contracted Services.6 01-091-000-0000-6270 1,554.00 ACCT 301997 SERVICES 6/1/21 Misc Professional-Expert Witness 6 01-112-106-0000-6572 94.36 ACCT 90020318 SUPPLIES 31201 Repair And Maint Supplies N 01-112-000-0000-6572 36.04 ACCT 020318 UNLEADED 5/4 44637 Repair And Maintenance Supplies N 01-112-000-0000-6572 16.40 ACCT 020318 PREMIUM 5/4 44638 Repair And Maintenance Supplies N 10-304-000-0000-6406 33.98 SUPPLIES - ACCT #3198 12809 Office Supplies N 850.0016090 1002 KIMBALL MIDWEST 196.001002 15247 KNOWINK LLC 3,250.0015247 16137 KRESS/JEFF 106.4016137 8169 KUGLER/JOSEPHINE 99.128169 79 LAKE REGION HEALTHCARE 10,415.5079 25146 LAKELAND MENTAL HEALTH CENTER 1,554.0025146 10350 LAKES AREA COOPERATIVE Page 15Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 6 Transactions 1 Transactions KARVONEN FUNERAL HOME KIMBALL MIDWEST KNOWINK LLC KRESS/JEFF KUGLER/JOSEPHINE LAKE REGION HEALTHCARE LAKELAND MENTAL HEALTH CENTER Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-304-000-0000-6572 8.99 PARTS - ACCT #3198 12809 Repair And Maintenance Supplies N 10-304-000-0000-6565 16.99 ANTI-FREEZE ACCT #3198 14952 Fuels - 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WATER PONG EVENT 174892-1 Publishing & Advertising N 50-000-000-0000-6240 295.00 MILITARY APPRECIATION MONTH 176928-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - UNDERWOOD 176681-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - UNDERWOOD 176682-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - HENNING 176683-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - HENNING 176684-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - BLUFFTON 176686-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - ROTHSAY 176687-1 Publishing & Advertising N 50-399-000-0000-6240 172.50 MINNESOTA TWINS 2021 174353-4 Advertising N 50-000-000-0120-6858 3,339.80 ACCT 56530 TIRE DISPOSAL 2063880 Tire Disposal N 50-000-000-0120-6858 24,407.76 ACCT 60633 TIRE DISPOSAL 2063935 Tire Disposal N 195.5012922 11658 LEE/THOMAS 317.9611658 10883 1,029.0010883 198 3,314.00198 10094 LIBERTY TIRE RECYCLING LLC 27,747.5610094 41638 LOCATORS & SUPPLIES INC Page 17Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 2 Transactions 3 Transactions 16 Transactions 2 Transactions LEIGHTON BROADCASTING - DETROIT LAKES LEIGHTON BROADCASTING - FERGUS FALLS LEAGUE OF MN CITIES LEE/THOMAS LIBERTY TIRE RECYCLING LLC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-250-000-0000-6399 294.95 ACCT 23-52E1 BOOTS 0292781-IN Sentence To Serve N 10-302-000-0000-6500 202.91 SUPPLIES 0292550-IN Supplies N 10-302-000-0000-6500 23.96 SUPPLIES 0292587-IN Supplies N 10-303-000-0000-6501 92.95 SUPPLIES 0292790-IN Engineering And Surveying Supplies N 10-304-000-0000-6406 17.94 SUPPLIES 0292471-IN Office Supplies N 02-612-000-0000-6330 82.88 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 10-000-000-0000-2270 1,000.00 2021-01 APPROACH DEPOSIT REFUN PERMIT #2021-0 Customer Deposits N 01-044-000-0000-6242 95.00 2021 WORKSHOP/MEMBERSHIP 6/22/21 Registration Fees N GREENE/JULIE9409 01-044-000-0000-6242 95.00 2021 WORKSHOP/MEMBERSHIP 6/22/21 Registration Fees N SHOEMAKER/BRENDA1742 01-280-000-0000-6818 135.00 VACCINE SUPPORT HOURS 3 Contingency Incident Event Costs N 01-061-000-0000-6342 1,989.18 ACCT 35700038 CN 500-0614025 444591184 Service Agreements N 01-250-000-0000-6342 325.09 ACCT 35700038 CN 500-0461307 444590616 Service Agreements N 50-000-000-0170-6600 127,055.85 F1900038 GRADING/DRAINAGE 1 Site Improvement Expense N 10-302-000-0000-6505 197.17 SAND 153233 Aggregates N 632.7141638 15172 LOE/DORIS 82.8815172 6161 LOOMER/ERIC 1,000.006161 11830 MAAP 190.0011830 12560 MAHUBE-OTWA CAP INC 135.0012560 36132 MARCO INC ST LOUIS 2,314.2736132 14718 MARK LEE EXCAVATING 127,055.8514718 1026 MARK SAND & GRAVEL CO Page 18Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 5 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions 2 Transactions 1 Transactions LOCATORS & SUPPLIES INC LOE/DORIS LOOMER/ERIC MAAP MAHUBE-OTWA CAP INC MARCO INC ST LOUIS MARK LEE EXCAVATING Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-302-000-0000-6505 376.98 SAND 153241 Aggregates N 10-302-000-0000-6505 396.53 SAND 153248 Aggregates N 10-302-000-0000-6505 398.63 SAND 153255 Aggregates N 10-302-000-0000-6505 401.28 SAND 153263 Aggregates N 10-302-000-0000-6505 397.15 SAND 153270 Aggregates N 10-302-000-0000-6505 406.76 SAND 153278 Aggregates N 10-302-000-0000-6505 409.75 SAND 153285 Aggregates N 10-302-000-0000-6505 399.39 SAND 153298 Aggregates N 10-302-000-0000-6505 388.84 SAND 153308 Aggregates N 10-302-000-0000-6505 1.03 SAND ON ACCT Aggregates N 01-123-000-0000-6140 300.00 BA - PER DIEM 6/10/21 Per Diem Y 01-123-000-0000-6330 152.32 BA - MILEAGE 6/10/21 Mileage Y 13-012-000-0000-6455 1,281.39 ACCT 0396506001 REFERENCES 25187570 Reference Books & Literature N 10-304-000-0000-6572 30.00 PARTS 15640 Repair And Maintenance Supplies N 01-149-000-0000-6354 176.00 ACCT 1140 ADD PSE - SNOWMOBILE 4808 Insurance Claims N 01-250-000-0000-6432 588.48 ACCT 5006836 MEDICAL SUPPLIES 18241294 Medical Incarcerated N 01-250-000-0000-6432 18.38 ACCT 5006836 OINTMENT 18241307 Medical Incarcerated N 01-250-000-0000-6432 121.59 ACCT 5006836 DENTAL MIRROR 18241323 Medical Incarcerated N 02-612-000-0000-6369 1,200.00 ACCT 5202 VACATION GUIDE ADS 63827 Miscellaneous Charges G 3,771.451026 16072 MARTHALER/TERENCE 452.3216072 88 MATTHEW BENDER & COMPANY INC 1,281.3988 75 MCCOLLOUGH WELDING 30.0075 546 MCIT 176.00546 10115 MCKESSON MEDICAL-SURGICAL INC 728.4510115 13389 MIDWEEK INC/THE Page 19Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates - 11 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 3 Transactions MARK SAND & GRAVEL CO MARTHALER/TERENCE MATTHEW BENDER & COMPANY INC MCCOLLOUGH WELDING MCIT MCKESSON MEDICAL-SURGICAL INC Otter Tail County Auditor General Fund Dedicated Accounts COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Copyright 2010-2020 Integrated Financial Systems 50-000-000-0130-6306 17.24 ACCT 169818 SNAP RINGS 2404940 Repair/Maint. Equip N 02-612-000-0000-6330 92.96 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-042-000-0000-6406 35.00 ACCT ARC-001734 TITLE PAPER 097326 Office Supplies N 50-000-000-0170-6304 87.93 ACCT 9988595 OIL CHANGE 774905 Repair And Maintenance N 01-091-000-0000-6342 23.00 ACCT 1143-10 SHREDDING SERVICE 424698 Service Agreements N 01-201-000-0000-6342 28.00 ACCT 1159 SHREDDING SERVICES 424704 Service Agreements N 13-012-000-0000-6455 57.50 ACCT F002603 REFERENCES 1123782 Reference Books & Literature N 13-012-000-0000-6455 38.50 ACCT F002603 REFERENCES 1128170 Reference Books & Literature N 01-201-000-0000-6315 22,324.45 ACCT 14081 2021 ARMER AGREE 657376 Radio Repair Charges N 01-201-000-0000-6341 300.00 ACCT 14081 LUCE TOWER AGREE 77777 Radio Tower Rental N 10-302-000-0000-6242 155.00 2021 PESTICIDE APP. RECERT. RE A. JENNEN Registration Fees N 10-302-000-0000-6242 155.00 2021 PESTICIDE APP. RECERT. RE D. BOSEK Registration Fees N 10-302-000-0000-6242 155.00 2021 PESTICIDE APP. RECERT. RE D. LARSON Registration Fees N 1,200.0013389 948 MIDWEST MACHINERY CO 17.24948 16138 MILLER/JACOB 92.9616138 2929 MINNCOR INDUSTRIES 35.002929 42863 MINNESOTA MOTOR COMPANY 87.9342863 7661 MINNKOTA ENVIRO SERVICES INC 51.007661 3147 MN CONTINUING LEGAL EDUCATION 96.003147 2817 MN DEPT OF TRANSPORTATION 22,624.452817 3196 MN PESTICIDE INFO & EDUCATION Page 20Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions 2 Transactions 2 Transactions MIDWEEK INC/THE MIDWEST MACHINERY CO MILLER/JACOB MINNCOR INDUSTRIES MINNESOTA MOTOR COMPANY MINNKOTA ENVIRO SERVICES INC MN CONTINUING LEGAL EDUCATION MN DEPT OF TRANSPORTATION Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-302-000-0000-6242 155.00 2021 PESTICIDE APP. RECERT. RE J. ROCHOLL Registration Fees N 10-302-000-0000-6242 155.00 2021 PESTICIDE APP. RECERT. RE T. TOLLEFSON Registration Fees N 50-000-000-0000-6241 750.00 2021 MEMBERSHIP DUES 191 Membership Dues N 02-612-000-0000-6330 153.44 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-122-000-0000-6241 440.00 MEMBERSHIP DUES 158 Membership Dues N 02-612-000-0000-6330 82.88 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-125-000-0000-6369 462.00 ACCT MN177 HCV BOOK/SVC 258725 Miscellaneous Charges N 10-304-000-0000-6572 12.49 PARTS 943486 Repair And Maintenance Supplies N 01-112-000-0000-6572 1,529.82 18 PLANTERS 022268 Repair And Maintenance Supplies N 01-112-000-0000-6572 1,521.06 FERTILIZER/MULCH/FLOWERS 022319 Repair And Maintenance Supplies N 10-304-000-0000-6572 87.70 PARTS 5061043 Repair And Maintenance Supplies N 14-201-000-0000-6687 39,471.08 2021 FORD EXPEDITION FM188 Equipment-Current Year N 775.003196 6781 MN RESOURCE RECOVERY ASSOCIATION 750.006781 16139 MOSKE/HALI 153.4416139 15087 MOWA 440.0015087 15174 MUCHOW/GREGORY 82.8815174 6181 NAN MCKAY & ASSOCIATES INC 462.006181 2036 NAPA CENTRAL MN 12.492036 589 NATURES GARDEN WORLD 3,050.88589 43227 NELSON AUTO CENTER Page 21Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 5 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions MN PESTICIDE INFO & EDUCATION MN RESOURCE RECOVERY ASSOCIATION MOSKE/HALI MOWA MUCHOW/GREGORY NAN MCKAY & ASSOCIATES INC NAPA CENTRAL MN NATURES GARDEN WORLD Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Capital Improvement Fund Copyright 2010-2020 Integrated Financial Systems 01-112-101-0000-6485 1,478.63 ACCT 655-790197 SUPPLIES 66777 Custodian Supplies N 01-112-106-0000-6572 800.00 PAINT NYM OFFICES 4493 Repair And Maint Supplies N 02-612-000-0000-6369 816.66 ACCT OTT-02-010 BILLBOARD JUN BLT0035039 Miscellaneous Charges N 01-201-000-0000-6396 54.00 ACCT 150799 RETURN SPECIMEN 1145280 Special Investigation N 10-000-000-0000-2270 1,000.00 2021-10 APPROACH DEPOSIT REFUN PERMIT #2021-1 Customer Deposits N 50-000-000-0170-6290 1,250.00 ACCT 67082 BACKFLOW SERVICE 39133 Contracted Services.N 01-061-000-0000-6342 2,100.00 ACCT 100A05602 MAY 2021 21050384 Service Agreements N 50-000-000-0170-6426 150.00 STEEL TOE BOOTS 5/29/21 Uniforms N 01-112-000-0000-6275 255.34 ACCT MN OTERCO01 17 TICKETS E172635 Fiber Locating Service N 39,558.7843227 595 NETWORK SERVICES COMPANY 1,478.63595 11384 NEWMAN PAINTING INC 800.0011384 9013 NEWMAN SIGNS INC 816.669013 9750 NMS LABS 54.009750 6166 NORMANDIN/ROGER 1,000.006166 1295 NOVA FIRE PROTECTION 1,250.001295 4106 OFFICE OF MNIT SERVICES 2,100.004106 7845 OLIPHANT/GLEN 150.007845 5093 ONE CALL LOCATORS LTD Page 22Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions NELSON AUTO CENTER NETWORK SERVICES COMPANY NEWMAN PAINTING INC NEWMAN SIGNS INC NMS LABS NORMANDIN/ROGER NOVA FIRE PROTECTION OFFICE OF MNIT SERVICES OLIPHANT/GLEN Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 50-399-000-0000-6300 54.64 ACCT 461 SANDING RECYCLE - PR 3049 Building And Grounds Maintenance N 01-280-000-0000-6818 9,929.93 ACCT 59893 EDDM MAILING 8005608 Contingency Incident Event Costs N 01-201-000-0000-6304 434.93 UNIT 1908 TIRES/ALIGN/REPAIR 128576 Repair And Maintenance N 50-000-000-0120-6291 2,069.36 HAULING CHARGES 5/24/21 39348 Contract Transportation N 50-000-000-0170-6291 7,383.92 HAULING CHARGES 5/24/21 39348 Contract Transportation N 50-000-000-0120-6291 1,910.27 HAULING CHARGES 6/1/21 39350 Contract Transportation N 50-000-000-0170-6291 7,612.08 HAULING CHARGES 6/1/21 39350 Contract Transportation N 50-399-000-0000-6291 2,970.40 HAULING CHARGES 5/24/21 39348 Contract Transportation N 50-399-000-0000-6291 1,485.20 HAULING CHARGES 6/1/21 39350 Contract Transportation N 50-000-000-0120-6278 1,289.00 ACCT 12-201112 2Q21 MONITORING 12214517 Engineering & Hydrological Testing N 50-000-000-0130-6278 2,714.00 ACCT 12-201112 2Q21 MONITORING 12214518 Engineering & Hydrological Testing N 01-201-000-0000-6526 24.96 AIRBAG WEDGE/BUG REMOVER 5/25/21 Uniforms N 50-000-000-0150-6565 12.03 ACCT 1630248 DIESEL PREMIUM 26588 Fuels N 50-000-000-0150-6565 12.00 ACCT 1630248 DIESEL PREMIUM 29513 Fuels N 255.345093 126 OTTER TAIL CO TREASURER 54.64126 2385 OTTER TAIL POWER COMPANY 9,929.932385 49008 OTTER TAIL TIRE INC 434.9349008 7392 OTTERTAIL TRUCKING INC 23,431.237392 6259 PACE ANALYTICAL SERVICES INC 4,003.006259 15919 PALMERSHEIM/COLBY 24.9615919 45022 PARK REGION CO OP 24.0345022 Page 23Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 1 Transactions 6 Transactions 2 Transactions 1 Transactions 2 Transactions ONE CALL LOCATORS LTD OTTER TAIL CO TREASURER OTTER TAIL POWER COMPANY OTTER TAIL TIRE INC OTTERTAIL TRUCKING INC PACE ANALYTICAL SERVICES INC PALMERSHEIM/COLBY PARK REGION CO OP Otter Tail County Auditor PAW PUBLICATIONS LLC BATTLE LAKE REVIEW COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Solid Waste Fund Copyright 2010-2020 Integrated Financial Systems 50-000-000-0140-6290 325.00 5 SHIFTS MAY2021 Contracted Services.N 50-390-000-0000-6240 68.85 HHW COLLECTION - UNDERWOOD MAY2021 Publishing & Advertising N 01-002-000-0000-6240 163.92 ACCT 326 LIDA LID HEARING 6/21 83404 Publishing & Advertising N 01-123-000-0000-6240 78.55 ACCT 396 BA MTG 6/10/21 83405 Publishing & Advertising N 02-612-000-0000-6369 250.00 ACCT 49 LAKES MAGAZINE BAIT AD 83263 Miscellaneous Charges N 23-705-000-0000-6240 250.00 AD IN LAKES & LIFESTYLES MAG 83249 Publishing & Advertising N 10-303-000-0000-6369 7,827.50 LEGAL FEES - 20195008-000M 16 Miscellaneous Charges N 10-303-000-0000-6369 7,817.00 LEGAL FEES - 20195006-000M 17 Miscellaneous Charges N 10-304-000-0000-6306 76.50 SERVICE 36161 Repair/Maint. Equip N 02-612-000-0000-6330 87.08 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 02-612-000-0000-6330 85.06 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 02-612-000-0000-6330 80.64 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 862 PARKERS PRAIRIE/CITY OF 325.00862 156 68.85156 45047 PELICAN RAPIDS PRESS 742.4745047 137 PEMBERTON LAW PLLP 15,644.50137 475 PETE'S AMOCO 76.50475 15190 PETERSON/CODY 87.0815190 15175 PETERSON/JOEL 85.0615175 16140 PETERSON/KADEN 80.6416140 13134 PHILLIPPI/DR JAY Page 24Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 4 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions PAW PUBLICATIONS LLC BATTLE LAKE REVIEW PARKERS PRAIRIE/CITY OF PELICAN RAPIDS PRESS PEMBERTON LAW PLLP PETE'S AMOCO PETERSON/CODY PETERSON/JOEL PETERSON/KADEN Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-201-000-0000-6433 475.00 PYSCH ASSESSMENT - FRIEDSAM 21-156 Special Medical 6 01-250-000-0000-6452 96.08 ORANGE/WHITE SOCKS 22838 Prisioners Clothing Cost N 01-250-000-0000-6491 201.28 JAIL SUPPLIES 22838 Jail Supplies N 02-214-000-0000-6348 4,324.00 CACH LITE PART LICENSE/TRNG 72686 Software Maintenance Contract N 02-214-000-0000-6171 1,818.00 TR TRANSISTION TRNG/EMD CERT 72687 Tuition And Education Expenses N 10-304-000-0000-6572 162.39 PARTS P2340049 Repair And Maintenance Supplies N 10-304-000-0000-6572 153.76 PARTS P2344049 Repair And Maintenance Supplies N 10-304-000-0000-6572 54.60 BATTERY P2471649 Repair And Maintenance Supplies N 10-304-000-0000-6572 65.46 SUPPLIES P2594749 Repair And Maintenance Supplies N 10-304-000-0000-6572 245.70 PARTS P2655654 Repair And Maintenance Supplies N 10-304-000-0000-6572 171.61 PARTS P2768954 Repair And Maintenance Supplies N 01-091-000-0000-6369 292.50 RECORDS DESTRUCTION 2021-20 Miscellaneous Charges N 50-000-000-0120-6300 225.00 GROUNDING ISSUE @ HENNING TSF 1865 Building And Grounds Maintenance N 50-000-000-0150-6290 21.54 ACCT 376004 JUN 2021 JUN2021 Contracted Services.N 50-399-000-0000-6290 675.00 LAWN CARE MAY 2021 MAY2021 Contracted Services.Y 475.0013134 11290 PHOENIX SUPPLY 297.3611290 10725 POWERPHONE INC 6,142.0010725 8842 POWERPLAN OIB 853.528842 11107 PRAIRIE LAKES MUNICIPAL SOLID WASTE 292.5011107 15542 PREMIER ELECTRIC INC 225.0015542 3730 PREMIUM WATERS INC 21.543730 3914 PRICE FAMILY CONSTRUCTION Page 25Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 2 Transactions 2 Transactions 6 Transactions 1 Transactions 1 Transactions 1 Transactions PHILLIPPI/DR JAY PHOENIX SUPPLY POWERPHONE INC POWERPLAN OIB PRAIRIE LAKES MUNICIPAL SOLID WASTE PREMIER ELECTRIC INC PREMIUM WATERS INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Solid Waste Fund Copyright 2010-2020 Integrated Financial Systems 50-000-000-0120-6565 84.32 ACCT 988529 DIESEL 6/2/21 88069664 Fuels N 10-302-000-0000-6350 14,267.60 SWEEPING 17206 Maintenance Contractor N 10-305-000-0000-6369 259.40 SWEEPING 17206 Miscellaneous Charges N 01-127-000-0000-6276 314.83 GIS TECH SUPPORT 005400 Professional Services N 50-399-000-0000-6290 63.51 OTTERTAILRECY01 JANITORIAL MAY INV00067453 Contracted Services.N 10-304-000-0000-6572 2,225.99 PARTS 15491150 GP Repair And Maintenance Supplies N 10-304-000-0000-6572 200.00 ANNUAL INSPECTION 15581476-GS Repair And Maintenance Supplies N 01-705-000-0000-6276 3,000.00 GOV AFFAIRS JUNE 2021 2021-006 Professional Services N 01-122-000-0000-6526 53.05 ACCT FER27 POLO SHIRT 307014 Uniforms N 10-304-000-0000-6306 6,825.41 REPAIR 150945FF Repair/Maint. Equip N 10-304-000-0000-6572 468.19 PARTS 752485F Repair And Maintenance Supplies N 10-304-000-0000-6565 149.88 COOLANT 752571F Fuels - Diesel N 10-304-000-0000-6572 148.51 PARTS 752782F Repair And Maintenance Supplies N 675.003914 45475 PRO AG FARMERS CO OP 84.3245475 3871 PRO SWEEP INC 14,527.003871 1836 PRO-WEST & ASSOCIATES INC 314.831836 25082 PRODUCTIVE ALTERNATIVES INC 63.5125082 13673 PRODUCTIVITY PLUS ACCOUNT 2,425.9913673 15407 PSICK CAPITOL SOLUTIONS INC 3,000.0015407 6696 RAMBOW 53.056696 8622 RDO TRUCK CENTERS Page 26Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 2 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions 1 Transactions PRICE FAMILY CONSTRUCTION PRO AG FARMERS CO OP PRO SWEEP INC PRO-WEST & ASSOCIATES INC PRODUCTIVE ALTERNATIVES INC PRODUCTIVITY PLUS ACCOUNT PSICK CAPITOL SOLUTIONS INC RAMBOW Otter Tail County Auditor RUPP ANDERSON SQUIRES & WALDSPURGER PA COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Road And Bridge Fund Copyright 2010-2020 Integrated Financial Systems 10-304-000-0000-6572 188.35 PARTS 753003F Repair And Maintenance Supplies N 10-304-000-0000-6572 104.94 PARTS 753110F Repair And Maintenance Supplies N 10-304-000-0000-6572 115.00 PARTS CM750665F Repair And Maintenance Supplies N 01-205-000-0000-6273 200.00 BODY TRANSPORT - B PETERSON 21-3574 Coroner Expense Y 01-205-000-0000-6273 200.00 BODY TRANSPORT - T KADEL 21-4365 Coroner Expense Y 02-612-000-0000-6330 155.12 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-122-000-0000-6369 82.00 ZONING ORDINANCE AMENDMENTS 12925 Miscellaneous Charges Y 02-612-000-0000-6330 112.56 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 22-622-000-0613-6369 350.00 BEAVER TRAPPING DITCH 13 6/5/21 Miscellaneous Charges Ditch #13 Y 22-622-000-0629-6369 350.00 BEAVER TRAPPING DITCH 29 6/5/21 Miscellaneous Charges Y 22-622-000-0644-6369 200.00 BEAVER TRAPPING DITCH 44 6/5/21 Miscellaneous Charges Y 50-000-000-0120-6290 4,320.00 EQUIP HRS/SALARY HENNING TSF 104383 Contracted Services.N 50-000-000-0130-6290 6,280.00 EQUIP HRS/SALARY NE LANDFILL 104383 Contracted Services.N 10-000-000-0000-2270 250.00 2020-07 APPROACH DEPOSIT REFUN PERMIT #2020-0 Customer Deposits N 7,770.288622 675 RINGDAHL AMBULANCE INC 400.00675 14645 ROLLIE/WILLIAM 155.1214645 16125 82.0016125 15178 SALATHE/KELVIN 112.5615178 15129 SCHMITZ/DUANE 900.0015129 697 SCOTT HOFLAND CONSTRUCTION INC 10,600.00697 6171 SELLNER/ALLEN 250.006171 Page 27Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates - 7 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 3 Transactions 2 Transactions 1 Transactions RUPP ANDERSON SQUIRES & WALDSPURGER PA RDO TRUCK CENTERS RINGDAHL AMBULANCE INC ROLLIE/WILLIAM SALATHE/KELVIN SCHMITZ/DUANE SCOTT HOFLAND CONSTRUCTION INC SELLNER/ALLEN Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Parks and Trails Copyright 2010-2020 Integrated Financial Systems 09-507-515-0000-6278 3,973.54 ECHO BAY MASTER PLAN MAY 2021 14182.00-5 Engineering & Hydrological Testing Echo N 50-000-000-0000-6290 6,259.88 SW MGMT PLAN MAR 2021 12682.00-18 Contracted Services N 50-000-000-0000-6290 1,238.45 SW MGMT PLAN MAY 2021 12682.00-20 Contracted Services N 10-301-000-0000-6406 371.72 SUPPLIES 1635864222 Office Supplies N 01-112-101-0000-6485 154.56 ACCT 00224000 SUPPLIES 879341-1 Custodian Supplies N 01-112-101-0000-6485 372.47 ACCT 00224000 SUPPLIES 880229-1 Custodian Supplies N 01-112-101-0000-6485 88.00 ACCT 00224000 SUPPLIES 880468 Custodian Supplies N 01-112-101-0000-6485 772.45 ACCT 00224000 SUPPLIES 880835 Custodian Supplies N 01-112-101-0000-6485 44.80 ACCT 00224000 SUPPLIES 880835-1 Custodian Supplies N 01-112-108-0000-6485 177.07 ACCT 00224002 SUPPLIES 880838 Custodian Supplies N 01-112-108-0000-6485 67.20 ACCT 00224002 SUPPLIES 880838-1 Custodian Supplies N 10-304-000-0000-6253 18.68 WASTE DISPOSAL - ACCT #2705 Garbage N 50-000-000-0110-6291 4,023.00 ACCT 20479 BATTLE LAKE MAY2021 Contract Transportation N 50-000-000-0120-6291 2,010.00 ACCT 20489 HENNING MAY2021 Contract Transportation N 50-000-000-0130-6291 3,474.00 ACCT 20487 NEW YORK MILLS MAY2021 Contract Transportation N 50-000-000-0150-6291 3,425.00 ACCT 20477 PELICAN RAPIDS MAY2021 Contract Transportation N 02-612-000-0000-6330 167.44 AIS INSPECTOR MILEAGE 5/31/21 Mileage N 01-123-000-0000-6140 75.00 BA - PER DIEM 6/10/21 Per Diem Y 01-123-000-0000-6330 63.56 BA - MILEAGE 6/10/21 Mileage Y 01-124-000-0000-6140 225.00 PC - PER DIEM 6/9/21 Per Diem Y 01-124-000-0000-6330 151.48 PC - MILEAGE 6/9/21 Mileage Y 6321 SRF CONSULTING GROUP INC 11,471.876321 10646 STAPLES BUSINESS CREDIT 371.7210646 48183 STEINS INC 1,676.5548183 166 STEVE'S SANITATION INC 12,950.68166 16141 STIGMAN/RYAN 167.4416141 15408 STONE/BRUCE Page 28Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 3 Transactions 1 Transactions 7 Transactions 5 Transactions 1 Transactions SRF CONSULTING GROUP INC STAPLES BUSINESS CREDIT STEINS INC STEVE'S SANITATION INC STIGMAN/RYAN Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 10-304-000-0000-6406 6.59 SUPPLIES 328245 Office Supplies N 01-201-000-0000-6526 317.89 ACCT 974 UNIFORM ITEMS I1503636 Uniforms N SAEWERT/LANDYN13349 01-201-000-0000-6526 106.99 ACCT 974 BADGE I1503673 Uniforms N HILL/RODERIC5922 01-201-000-0000-6526 106.99 ACCT 974 BADGE I1503916 Uniforms N DOLL/CARLA13965 01-201-000-0000-6526 177.96 ACCT 974 UNIFORM ITEMS I1506711 Uniforms N 01-201-000-0000-6481 139.49 ACCT 974 12GA PROJECTILES I1507747 Radar, Weapons Etc.N 01-201-000-0000-6481 119.50 ACCT 974 12GA PROJECTILES I1507804 Radar, Weapons Etc.N 01-250-000-0000-6269 3,336.44 C1252000 MEALS 5/29-6/4/21 INV2000113564 Professional Services-Kitchen N 01-250-000-0000-6269 4,292.12 C1252000 MEALS 6/5-11/21 INV2000114165 Professional Services-Kitchen N 01-250-000-0000-6399 25.97 ACCT OTTER011 CLUTCH P04736 Sentence To Serve N 50-000-000-0000-6240 55.44 ACCT 1968 SOLID WASTE ATTEND 63865 Publishing & Advertising N 01-091-000-0000-6455 1,357.03 ACCT 1000520140 MAY 2021 844443961 Reference Books & Literature N 01-091-000-0000-6455 217.16 ACCT 1000520140 LIBRARY PLAN 844534426 Reference Books & Literature N 01-201-000-0000-6348 404.26 ACCT 1003940771 MAY 2021 844468650 Software Maintenance Contract N 515.0415408 725 STRAND ACE HARDWARE 6.59725 168 STREICHERS 968.82168 6642 SUMMIT FOOD SERVICE, LLC 7,628.566642 2045 SWANSTON EQUIPMENT CORP 25.972045 42537 THIS WEEKS SHOPPING NEWS 55.4442537 183 THOMSON REUTERS - WEST 1,978.45183 Page 29Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 4 Transactions 1 Transactions 6 Transactions 2 Transactions 1 Transactions 1 Transactions 3 Transactions STONE/BRUCE STRAND ACE HARDWARE STREICHERS SUMMIT FOOD SERVICE, LLC SWANSTON EQUIPMENT CORP THIS WEEKS SHOPPING NEWS THOMSON REUTERS - WEST Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-250-000-0000-6432 28.87 ACCT 749765 MEDS/CART RENTAL MAY2021 Medical Incarcerated N 01-112-101-0000-6342 684.20 ACCT 50366 BRONZE SERVICE 3005954884 Service Agreements N 10-302-000-0000-6512 986.89 15" BANDS F0000019539 Culverts N 10-302-000-0000-6512 7,668.50 15" CULVERTS F0000019539 Culverts N 10-302-000-0000-6512 4,708.05 15" APRONS F0000019539 Culverts N 10-302-000-0000-6512 713.37 15" BANDS FP000019553 Culverts N 10-302-000-0000-6512 6,565.54 15" CULVERTS FP000019553 Culverts N 10-302-000-0000-6512 3,414.13 15" APRONS FP000019553 Culverts N 10-303-000-0000-6242 155.00 REGISTRATION REIMBURSEMENT-DES Registration Fees N 10-303-000-0000-6330 198.24 MILEAGE Mileage N 01-112-108-0000-6342 426.10 ACCT OTCGOV CLEAN ICE MACHINE T42882S Service Agreements N 01-112-101-0000-6342 339.10 ACCT OTCGOV CLEAN ICE MACHINE T42883S Service Agreements N 10-304-000-0000-6526 246.70 SHOES Uniforms N 10-302-000-0000-6500 135.62 SUPPLIES 134119399 Supplies N 01-149-000-0000-6210 10,000.00 ACCT 40038176 METER 4334612 031-347 Postage & Postage Meter N 7249 THRIFTY WHITE PHARMACY 28.877249 77 TK ELEVATOR CORP 684.2077 1841 TRUENORTH STEEL INC 24,056.481841 15997 TSCHIDA/CRAIG 353.2415997 7726 TWEETON REFRIGERATION INC 765.207726 6162 UHRICH/JACK 246.706162 13132 ULINE 135.6213132 148 US POSTAGE SERVICE Page 30Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 6 Transactions 2 Transactions 2 Transactions 1 Transactions 1 Transactions THRIFTY WHITE PHARMACY TK ELEVATOR CORP TRUENORTH STEEL INC TSCHIDA/CRAIG TWEETON REFRIGERATION INC UHRICH/JACK ULINE Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 10-000-000-0000-2270 250.00 2020-32 APPROACH DEPOSIT REFUN PERMIT #2020-3 Customer Deposits N 10-302-000-0000-6500 5.16 SUPPLIES D43041 Supplies N 10-302-000-0000-6500 3.48 SUPPLIES D43049 Supplies N 10-304-000-0000-6406 7.49 SUPPLIES D41566 Office Supplies N 01-122-000-0000-6406 97.80 ACCT 7490 SSTS INSPECT FORMS 445617 Office Supplies N 01-125-000-0000-6369 112.00 ACCT 12292 PLATE STAMP 445616 Miscellaneous Charges N 01-112-000-0000-6404 225.00 ACCT 9804282 COLUMBIAN COFFEE 1015064 Coffee Supplies N 10-302-000-0000-6511 15,015.00 HOT MIX Bituminous Mix N 10-304-000-0000-6572 104.74 PARTS 03P25503 Repair And Maintenance Supplies N 10-304-000-0000-6572 39.60 PARTS 03P25912 Repair And Maintenance Supplies N 10-304-000-0000-6572 412.79 PARTS 03P25948 Repair And Maintenance Supplies N 10-304-000-0000-6572 220.49 PARTS 03P26238 Repair And Maintenance Supplies N 10-304-000-0000-6572 140.32 PARTS 03P26239 Repair And Maintenance Supplies N 10-304-000-0000-6572 16.39 PARTS 03P26242 Repair And Maintenance Supplies N 10-304-000-0000-6572 156.00 PARTS 03P26271 Repair And Maintenance Supplies N 10-304-000-0000-6572 59.24 PARTS 03P26272 Repair And Maintenance Supplies N 10,000.00148 6177 VEDEN/BRUCE 250.006177 2068 VERGAS HARDWARE 16.132068 51002 VICTOR LUNDEEN COMPANY 209.8051002 3706 VIKING COCA-COLA 225.003706 2071 WADENA ASPHALT INC 15,015.002071 1655 WALLWORK TRUCK CENTER 837.571655 12465 WASS/DAVID F Page 31Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 3 Transactions 2 Transactions 1 Transactions 1 Transactions - 8 Transactions US POSTAGE SERVICE VEDEN/BRUCE VERGAS HARDWARE VICTOR LUNDEEN COMPANY VIKING COCA-COLA WADENA ASPHALT INC WALLWORK TRUCK CENTER Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba General Revenue Fund Copyright 2010-2020 Integrated Financial Systems 01-124-000-0000-6140 450.00 PC - PER DIEM 6/9/21 Per Diem Y 01-124-000-0000-6330 166.32 PC - MILEAGE 6/9/21 Mileage Y 50-000-000-0110-6853 1,798.50 ACCT 3-85099-73002 5/16-31/21 003121-0010-0 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0120-6853 5,752.29 ACCT 3-85099-73002 5/16-31/21 003121-0010-0 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0130-6853 812.46 ACCT 3-85099-73002 5/16-31/21 003121-0010-0 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0150-6853 1,413.34 ACCT 3-85099-73002 5/16-31/21 003121-0010-0 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0170-6853 16,843.60 ACCT 3-85099-73002 5/16-31/21 003121-0010-0 MSW BY PASSED EXPENSE LANDFILL N 10-304-000-0000-6572 46.30 SUPPLIES 05252179928 Repair And Maintenance Supplies N 01-705-000-0000-6242 125.00 FAIR BOOTH RENTAL 6/22/21 Registration Fees N 01-125-000-0000-6369 58.80 MILEAGE - INSPECTIONS/MEETING 5/6/21 Miscellaneous Charges N 01-091-000-0000-6369 123.50 SUBPOENA SERVICE 6/3/21 C2100130 Miscellaneous Charges N 01-124-000-0000-6140 150.00 PC - PER DIEM 6/9/21 Per Diem Y 01-124-000-0000-6330 47.04 PC - MILEAGE 6/9/21 Mileage Y 10-303-000-0000-6278 12,176.00 SERVICE R-017666-000-3 Engineering & Hydrological Testing N 616.3212465 2278 WASTE MANAGEMENT 26,620.192278 9357 WAYNE'S TOOL WAGON 46.309357 48082 WEST OTTER TAIL CO FAIR ASSOCIATION 125.0048082 6185 WESTRA/TANYA 58.806185 13634 WILKIN COUNTY SHERIFF'S OFFICE 123.5013634 11653 WILSON/WARREN R 197.0411653 13074 WSB & ASSOCIATES INC 12,176.0013074 Page 32Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 5 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions WASS/DAVID F WASTE MANAGEMENT WAYNE'S TOOL WAGON WEST OTTER TAIL CO FAIR ASSOCIATION WESTRA/TANYA WILKIN COUNTY SHERIFF'S OFFICE WILSON/WARREN R WSB & ASSOCIATES INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:30:41PM6/17/2021 csteinba Parks and Trails Copyright 2010-2020 Integrated Financial Systems 09-507-510-0000-6278 2,125.00 202008-1 HISTORIC BLDG ASSESS 12065 Engineering & Hydrological Testing N 50-399-000-0000-6306 235.03 ACCT 6842300 FLIP CUTTING EDGE SI000031261 Repair/Maint. Equip N 16279 YHR PARTNERS LTD 2,125.0016279 2086 ZIEGLER INC 235.032086 921,680.87 Page 33Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions Final Total ............214 Vendors 503 Transactions YHR PARTNERS LTD ZIEGLER INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES12:30:41PM6/17/2021 csteinba Solid Waste Fund Copyright 2010-2020 Integrated Financial Systems Page 34Audit List for Board Otter Tail County Auditor Community Development Authority Amount 333,916.05 General Revenue Fund 1 12,872.42 General Fund Dedicated Accounts 2 19,691.81 Parks and Trails 9 169,542.97 Road And Bridge Fund 10 1,497.39 Law Library Fund 13 110,616.13 Capital Improvement Fund 14 900.00 County Ditch Fund 22 250.00 23 272,394.10 Solid Waste Fund 50 921,680.87 NameFundRecap by Fund All Funds Total Approved by,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMMISSIONER'S VOUCHERS ENTRIES6/17/2021 LHart Y N D 4 N Otter Tail County Auditor Audit List for Board Page 1 Print List in Order By: Save Report Options?: Type of Audit List: on Audit List?: Paid on Behalf Of Name Explode Dist. Formulas?: D - Detailed Audit List S - Condensed Audit List 1 - Fund (Page Break by Fund) 2 - Department (Totals by Dept) 3 - Vendor Number 4 - Vendor Name 11:38:41AM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-406-000-0000-6406 145.60 Acct #A2RJVV5AA0Wl1P 1PK113V1Q6VC Office Supplies 26 N 06/03/2021 06/03/2021 11-420-601-0000-6406 23.45 Acct #A2RJVV5AA0Wl1P 1KNR-LMPY-T1LP Office Supplies 48 N 06/09/2021 06/09/2021 11-420-601-0000-6677 11.19 Acct #A2RJVV5AA0Wl1P 1TQ1-1HR9-RHPC Office Furniture And Equipment - Im 46 N 06/11/2021 06/11/2021 11-420-601-0000-6406 17.50 Acct #A2RJVV5AA0Wl1P 1WKH-RNGX-PDJC Office Supplies 20 N 06/01/2021 06/01/2021 11-420-601-0000-6677 7.27 Acct #A2RJVV5AA0Wl1P 1WKH-RNGX-PDJC Office Furniture And Equipment - Im 18 N 06/01/2021 06/01/2021 11-430-700-0000-6406 29.85 Acct #A2RJVV5AA0Wl1P 1KNR-LMPY-T1LP Office Supplies 49 N 06/09/2021 06/09/2021 11-430-700-0000-6677 14.25 Acct #A2RJVV5AA0Wl1P 1TQ1-1HR9-RHPC Office Furniture And Equipment - Ss 47 N 06/11/2021 06/11/2021 11-430-700-0000-6406 22.28 Acct #A2RJVV5AA0Wl1P 1WKH-RNGX-PDJC Office Supplies 21 N 06/01/2021 06/01/2021 11-430-700-0000-6677 9.25 Acct #A2RJVV5AA0Wl1P 1WKH-RNGX-PDJC Office Furniture And Equipment - Ss 19 N 06/01/2021 06/01/2021 11-420-601-0000-6406 149.13 May 2021 Statement Office Supplies 22 N 05/01/2021 05/31/2021 11-430-700-0000-6406 189.80 454269,454442,454471,454507 Office Supplies 23 N 05/01/2021 05/31/2021 11-409-000-0036-6379 1,000.00 Collab-Renewal NCI Train 5182021 Partner Professional Development 10 N 05/18/2021 05/18/2021 11-409-000-0021-6379 4,950.00 IDI debriefs - Collab 10 Community Equity & Support 4 Y 05/01/2021 06/01/2021 14386 AMAZON CAPITAL SERVICES INC 280.6414386 32603 COOPER'S OFFICE SUPPLY INC 338.9332603 35143 FERGUS FALLS AREA SPECIAL COOP 1,000.0035143 16267 FNWN NETWORK, LLC 4,950.0016267 Page 2Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 9 Transactions 2 Transactions 1 Transactions 1 Transactions AMAZON CAPITAL SERVICES INC COOPER'S OFFICE SUPPLY INC FERGUS FALLS AREA SPECIAL COOP FNWN NETWORK, LLC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-409-000-0036-6379 1,000.00 Collab - MAAP & MH Confs 4222021 Partner Professional Development 11 N 04/22/2021 04/22/2021 11-406-000-0000-6101 161.00 Translation services 21-9083 Gross Salaries Probation 25 Y 05/05/2021 05/05/2021 11-409-000-0000-6261 5,359.50 June Collab Coordination 93685 Collaborative Coordination 3 N 06/01/2021 06/30/2021 11-405-000-0000-6262 900.00 Juvenile Electronic Monitoring 0521526 Juvenile Ream Electronic Monitoring 32 N 05/01/2021 05/31/2021 11-406-000-0000-6261 1,083.00 ADU - Grant monitoring costs 0521536 Ream Electronic Monitoring 24 N 05/01/2021 05/31/2021 11-406-000-0000-6435 50.00 Drug patch test DT 0321160 Drug Testing 36 N 03/31/2021 03/31/2021 11-406-000-0000-6435 110.00 Drug patch test results DT 0521153 Drug Testing 14 N 05/31/2021 05/31/2021 11-406-000-0000-6379 18.75 DWI Court monitoring 13264 Miscellaneous Charges 35 N 05/10/2021 05/14/2021 11-420-601-0000-6406 46.64 Cust#1143-Shredding Services 424694 Office Supplies 41 N 05/06/2021 05/25/2021 11-420-601-0000-6406 28.00 Cust#1143-Shredding Services 424694 Office Supplies 43 N 05/06/2021 05/25/2021 11-420-601-0000-6406 14.52 Cust#1143-Shredding Services 424694 Office Supplies 44 N 05/06/2021 05/25/2021 35007 FRESHWATER EDUCATION DISTRICT 1,000.0035007 38054 INTERNATIONAL TRANSLATION SERVICE 161.0038054 41450 LAKES COUNTRY SERVICE COOP 5,359.5041450 8089 MIDWEST MONITORING & SURVEILANCE 2,143.008089 42110 MINNESOTA MONITORING INC 18.7542110 7661 MINNKOTA ENVIRO SERVICES INC Page 3Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 4 Transactions 1 Transactions FRESHWATER EDUCATION DISTRICT INTERNATIONAL TRANSLATION SERVICE LAKES COUNTRY SERVICE COOP MIDWEST MONITORING & SURVEILANCE MINNESOTA MONITORING INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-430-700-0000-6406 59.36 Cust#1143-Shredding Services 424694 Office Supplies 42 N 05/06/2021 05/25/2021 11-430-700-0000-6406 18.48 Cust#1143-Shredding Services 424694 Office Supplies 45 N 05/06/2021 05/25/2021 11-420-605-0000-6040 4,297.23 04-21 Maxis Recoveries A300MX56218l State Share Of Maxis Refunds To State 33 N 04/01/2021 04/30/2021 11-406-000-0000-6304 36.34 Acct #9988500-Wipers 5061289 Motor Vehicle Repair 15 N 05/27/2021 05/27/2021 11-420-640-0000-6260 2,788.75 IV-D billing for May 2021 Legal Services Iv-D 34 N 05/01/2021 05/31/2021 11-409-000-0000-6277 500.00 Collab-Thrive OTFSC MH Grant 2101 Planning And Evaluation 5 N 05/24/2021 05/24/2021 11-420-601-0000-6379 54.12 Birth/Death certificates Miscellaneous Charges Im Adm 1 N 05/03/2021 05/27/2021 11-430-700-0000-6379 68.88 Birth/Death certificates Miscellaneous Charges - Ss Adm 2 N 05/03/2021 05/27/2021 11-420-640-0000-6297 99.80 Case #20210612 / Party 001 Iv-D Sheriff's Costs 17 N 05/29/2021 05/29/2021 11-420-640-0000-6297 50.00 Case # 20200326 / Party # 001 Iv-D Sheriff's Costs 58 N 06/03/2021 06/03/2021 167.007661 43022 MN DEPT OF HUMAN SERVICES 4,297.2343022 43227 NELSON AUTO CENTER 36.3443227 12963 OTTER TAIL CO ATTORNEY'S OFFICE 2,788.7512963 115 OTTER TAIL CO PUBLIC HEALTH 500.00115 44086 OTTER TAIL CO RECORDER 123.0044086 44010 OTTER TAIL CO SHERIFF Page 4Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 5 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions MINNKOTA ENVIRO SERVICES INC MN DEPT OF HUMAN SERVICES NELSON AUTO CENTER OTTER TAIL CO ATTORNEY'S OFFICE OTTER TAIL CO PUBLIC HEALTH OTTER TAIL CO RECORDER Otter Tail County Auditor OTTER TAIL COUNTY TREASURER-EXPRESS ONE COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-420-601-0000-6271 3,568.64 FFPD FPP Expenses 42021 Fraud Investigation Costs 31 N 04/01/2021 04/30/2021 11-420-601-0000-6272 4,542.56 Crystals FPI Expenses 42021 Fraud Prevention Officer Expense (FPI) 29 N 04/01/2021 04/30/2021 11-420-601-0000-6272 2,167.20 Karen's FPI Expenses 42021 Fraud Prevention Officer Expense (FPI) 30 N 04/01/2021 04/30/2021 11-420-601-0000-6271 4,321.40 Fraud Investigation 52021 Fraud Investigation Costs 51 N 05/01/2021 05/31/2021 11-420-601-0000-6272 8,732.16 Fraud Prevention Officer 52021 Fraud Prevention Officer Expense (FPI) 50 N 05/01/2021 05/31/2021 11-430-700-6331-6171 112.58 Lodging - L Spangler 353753 Ss Adm Training Meals & Lodging 56 N 05/20/2021 06/07/2021 11-430-710-0000-6379 548.80 CP Registered Mail 353753 Misc Charges - Child Protection 52 N 05/20/2021 06/07/2021 11-430-710-0000-6379 360.15 CP Registered Mail 353753 Misc Charges - Child Protection 53 N 05/20/2021 06/07/2021 11-430-710-0000-6379 34.30 CP Registered Mail 353753 Misc Charges - Child Protection 54 N 05/20/2021 06/07/2021 11-430-710-0000-6379 17.15 CP Registered Mail 353753 Misc Charges - Child Protection 55 N 05/20/2021 06/07/2021 11-420-601-0000-6379 258.54 Inv - SIN195009 / Acct.#684 SIN195009 Miscellaneous Charges Im Adm 39 N 05/04/2021 05/28/2021 11-430-700-0000-6379 329.06 Inv - SIN195009 / Acct.#684 SIN195009 Miscellaneous Charges - Ss Adm 40 N 05/04/2021 05/28/2021 11-409-330-1300-6091 915.62 Collab - FY21 Reach Exp 5262021 Truancy Project 7 N 05/26/2021 05/26/2021 149.8044010 44003 OTTER TAIL CO TREASURER 23,331.9644003 44266 1,072.9844266 45540 PACIFIC INTERPRETERS INC 587.6045540 31623 SCHOOL DIST 542-BATTLE LAKE Page 5Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 5 Transactions 5 Transactions 2 Transactions OTTER TAIL COUNTY TREASURER-EXPRESS ONE OTTER TAIL CO SHERIFF OTTER TAIL CO TREASURER PACIFIC INTERPRETERS INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-409-000-0036-6379 1,000.00 Collab - PD Reimbursement 5262021 Partner Professional Development 8 N 05/26/2021 05/26/2021 11-409-330-1300-6091 234.00 Collab - FY21 Reach Exp 5272021 Truancy Project 6 N 05/27/2021 05/27/2021 11-409-000-0036-6379 1,000.00 Collab - PD Reimburse 5282021 Partner Professional Development 9 N 05/28/2021 05/28/2021 11-420-601-0000-6379 24.39 Cust #1968 / OSS ad 63866 Miscellaneous Charges Im Adm 27 N 06/06/2021 06/06/2021 11-430-700-0000-6379 31.05 Cust #1968 / OSS ad 63866 Miscellaneous Charges - Ss Adm 28 N 06/06/2021 06/06/2021 11-420-640-0000-6297 152.66 Civil Papers C202100199 202101933 Iv-D Sheriff's Costs 57 N 06/01/2021 06/01/2021 11-430-700-0000-6331 43.22 Meals Meals & Lodging - Ss Adm 13 N 04/29/2021 05/28/2021 11-430-710-1621-6097 33.40 Clients' meals In Home Service - Brief 12 N 04/29/2021 05/28/2021 915.6231623 45387 SCHOOL DIST 547-PARKERS PRAIRIE 1,000.0045387 50072 SCHOOL DIST 550-UNDERWOOD 234.0050072 43329 SCHOOL DIST 553-NYM 1,000.0043329 42537 THIS WEEKS SHOPPING NEWS 55.4442537 49071 TODD CO SHERIFF 152.6649071 13803 ULSCHMID/LIZA 76.6213803 51002 VICTOR LUNDEEN COMPANY Page 6Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions 2 Transactions SCHOOL DIST 542-BATTLE LAKE SCHOOL DIST 547-PARKERS PRAIRIE SCHOOL DIST 550-UNDERWOOD SCHOOL DIST 553-NYM THIS WEEKS SHOPPING NEWS TODD CO SHERIFF ULSCHMID/LIZA Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-420-601-0000-6406 150.55 Acct #4872 445509 Office Supplies 37 N 06/09/2021 06/09/2021 11-430-700-0000-6406 191.62 Acct #4872 445509 Office Supplies 38 N 06/09/2021 06/09/2021 11-406-000-0000-6000 40,562.00 Juv Detention costs Detention Center Costs - Probation 16 N 05/01/2021 05/31/2021 342.1751002 52139 WEST CENTRAL REG JUVENILE CTR 40,562.0052139 92,644.99 Page 7Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 1 Transactions Final Total ............28 Vendors 58 Transactions VICTOR LUNDEEN COMPANY WEST CENTRAL REG JUVENILE CTR Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES11:38:41AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems Page 8Audit List for Board Otter Tail County Auditor Amount 92,644.99 Human Services 11 92,644.99 NameFundRecap by Fund All Funds Total Approved by,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMMISSIONER'S VOUCHERS ENTRIES6/17/2021 LHart Y N D 4 N Otter Tail County Auditor Audit List for Board Page 1 Print List in Order By: Save Report Options?: Type of Audit List: on Audit List?: Paid on Behalf Of Name Explode Dist. Formulas?: D - Detailed Audit List S - Condensed Audit List 1 - Fund (Page Break by Fund) 2 - Department (Totals by Dept) 3 - Vendor Number 4 - Vendor Name 11:37:46AM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:37:46AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-407-200-0022-6091 1,416.55 ACCT #045/MAY WIC RAEANN 4312 WIC Professional Serivces 35 N 06/18/2021 06/18/2021 11-407-600-0090-6379 552.49 ACCT #045/MAY FINANCE SHARON 4312 Miscellaneous Charges 34 N 06/18/2021 06/18/2021 11-407-100-0015-6330 1.12 MAY2021 MILEAGE/FHV SP NEEDS 2 MAY2021 MILEAG MCH/ECS Mileage 1 N 05/31/2021 05/31/2021 11-407-200-0027-6330 57.12 MAY2021 MILEAGE/HFA 102 MAY2021 MILEAG HFA Mileage 2 N 05/31/2021 05/31/2021 11-407-400-0078-6330 62.72 MAY2021 MILEAGE/COVID 112 MAY2021 MILEAG COVID-19 Mileage 3 N 05/31/2021 05/31/2021 11-407-400-0078-6330 18.87 MAY2021 MILEAGE/COVID 33.7 MAY2021 MILEAG COVID-19 Mileage 4 N 05/31/2021 05/31/2021 11-407-600-0090-6091 667.67 DR LOKKEN-MAY2021 IVC000001657 Medical Consultant 10 6 05/31/2021 05/31/2021 11-407-400-0078-6488 122.18 KJJK FM 4/12-5/10 COVID 176564-2 COVID-19 Supplies 13 N 05/31/2021 05/31/2021 11-407-400-0078-6488 122.18 Z103 FM 4/12-5/10 COVID 176569-2 COVID-19 Supplies 15 N 05/31/2021 05/31/2021 11-407-400-0078-6488 128.14 KJJK AM 4/12-5/10 COVID 176571-2 COVID-19 Supplies 17 N 05/31/2021 05/31/2021 11-407-400-0078-6488 298.00 KJJK FM 5/11-6/7 COVID 177521-1 COVID-19 Supplies 14 N 05/31/2021 05/31/2021 11-407-400-0078-6488 298.00 KJJK AM 5/11 - 6/7 COVID 177535-1 COVID-19 Supplies 18 N 05/31/2021 05/31/2021 11-407-400-0078-6488 298.00 Z103 FM 5/11-6/7 COVID 177539-1 COVID-19 Supplies 16 N 32663 CLAY CO HEALTH DEPT 1,969.0432663 15857 ELLENSON/MATTIE 120.9615857 36425 GUCK/AMY 18.8736425 7512 LAKE REGION HEALTHCARE 667.677512 198 LEIGHTON BROADCASTING/FF Page 2Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 3 Transactions 1 Transactions 1 Transactions CLAY CO HEALTH DEPT ELLENSON/MATTIE GUCK/AMY LAKE REGION HEALTHCARE Otter Tail County Auditor OTTER TAIL COUNTY TREASURER-EXPRESS ONE COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:37:46AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 05/31/2021 05/31/2021 11-407-400-0078-6488 110.88 CUST #1976/ VACCINE INFO 6/13 63934 COVID-19 Supplies 6 G 06/13/2021 06/13/2021 11-407-600-0090-6488 33.00 CUST #1143 / NYM SHREDDING 424697 Phn Program Supplies 5 N 05/31/2021 05/31/2021 11-407-100-0018-6488 1,440.00 3000 BCBS WELL CHILD FORM 5956 Ctc Outr Program 7 N 06/10/2021 06/10/2021 11-407-100-0018-6488 295.00 500 0-3 YEARS BROCHURE 5956 Ctc Outr Program 8 N 06/10/2021 06/10/2021 11-407-100-0018-6488 15.00 FOLDING 5956 Ctc Outr Program 9 N 06/10/2021 06/10/2021 11-407-600-0090-6488 79.03 ACCT #71423628/MISC SUPPLIES 171011796001 Phn Program Supplies 11 N 05/06/2021 05/06/2021 11-407-100-0015-6488 26.99 ACCT #71423628/STAMP 173499640001 MCH/ECS Program Supplies 12 N 05/25/2021 05/25/2021 11-407-200-0024-6242 474.39 MAY2021/NFP RECONNECT CONF WELLS/KAREN Nfp Registrations 22 N 06/07/2021 06/07/2021 11-407-200-0024-6242 625.00 MAY2021/BREASTFEED CONF/ANNE WELLS/KAREN Nfp Registrations 23 N 06/07/2021 06/07/2021 11-407-200-0047-6242 625.00 MAY2021/BREASTFEED CONF/DANA WELLS/KAREN MECSH Registrations 24 N 06/07/2021 06/07/2021 11-407-200-0047-6488 853.33 MAY2021/SCALE - EBHV WELLS/KAREN MECSH Program Supplies 25 N 06/07/2021 06/07/2021 1,266.50198 13389 MIDWEEK INC/THE 110.8813389 7661 MINNKOTA ENVIRO SERVICES INC 33.007661 8922 NORTON PRINTING CO 1,750.008922 51120 OFFICE DEPOT 106.0251120 44266 Page 3Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 6 Transactions 1 Transactions 1 Transactions 3 Transactions 2 Transactions LEIGHTON BROADCASTING/FF MIDWEEK INC/THE MINNKOTA ENVIRO SERVICES INC NORTON PRINTING CO OFFICE DEPOT Otter Tail County Auditor Phn Program Supplies -PAS/MNChoices/LTSS COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:37:46AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems 11-407-600-0090-6242 636.00 MAY2021/ROOM MN SPVSR CONF KW WELLS/KAREN Registration Fees 26 N 06/07/2021 06/07/2021 11-407-600-0090-6242 636.00 MAY2021/ROOM MN SPVSR CONF KB WELLS/KAREN Registration Fees 27 N 06/07/2021 06/07/2021 11-407-600-0090-6488 20.00 MAY2021/AVAILITY SUBSCRIPTION WELLS/KAREN Phn Program Supplies 21 N 06/07/2021 06/07/2021 11-407-200-0024-6488 115.50 MAY2021/BOOKS/MAGNETS - ECI WELLS/KRISTIN Nfp Program Supplies 30 N 06/07/2021 06/07/2021 11-407-200-0047-6488 115.50 MAY2021/BOOKS/MAGNETS - ECI WELLS/KRISTIN MECSH Program Supplies 31 N 06/07/2021 06/07/2021 11-407-200-0047-6488 200.00 MAY2021/BREASTFEED SPLY/EBHV WELLS/KRISTIN MECSH Program Supplies 32 N 06/07/2021 06/07/2021 11-407-200-0047-6488 83.33 MAY2021/BREASTFEED SPLY/EBHV WELLS/KRISTIN MECSH Program Supplies 33 N 06/07/2021 06/07/2021 11-407-200-0060-6488 11.68 MAY2021/TZD GRANT WELLS/MELISSA Program Supplies Inj Prev 29 N 06/07/2021 06/07/2021 11-407-300-0071-6488 62.94 MAY2021/RETURN POSTAGE-FLUMIST WELLS/MELISSA Imz Program Supplies 28 N 06/07/2021 06/07/2021 11-407-100-0030-6488 70.20 cust #682/MN CHOICE - MEGAN SIN194981 20 N 05/31/2021 05/31/2021 11-407-200-0047-6488 340.00 ACCT #7487/25SETS PREG - EBHV 1151631 MECSH Program Supplies 19 N 05/28/2021 05/28/2021 4,458.6744266 45540 PACIFIC INTERPRETERS INC 70.2045540 51002 VICTOR LUNDEEN COMPANY 340.0051002 10,911.81 Page 4Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 13 Transactions 1 Transactions 1 Transactions Final Total ............12 Vendors 35 Transactions OTTER TAIL COUNTY TREASURER-EXPRESS ONE PACIFIC INTERPRETERS INC VICTOR LUNDEEN COMPANY Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES11:37:46AM6/17/2021 LHart Human Services Copyright 2010-2020 Integrated Financial Systems Page 5Audit List for Board Otter Tail County Auditor Amount 10,911.81 Human Services 11 10,911.81 NameFundRecap by Fund All Funds Total Approved by,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RE – Minnesota W.A. May 25, 2021 Otter Tail County Barry, Leigh (Aurdal) Evavold, Kathy L. Ms. Tara Bakken Otter Tail County Board Secretary Government Services Center 520 West Fir Fergus Falls, Minnesota 56537 Dear Ms. Bakken: The Fish and Wildlife Service recently secured easements from the following landowners: Leigh Barry and Shana Barry, husband and wife, of Richville, MN. This is a habitat easement allowing haying after July 15th of each year. This easement is located in Section 17 of Aurdal Township and consisting of approximately 180 acres, to be determined by a survey. Kathy L. Evavold, a single person, of Battle Lake, MN. This is a habitat easement allowing grazing throughout the year and haying after July 15th of each year. This easement is located in sections 13, 14, 15, and 22 of Eagle Lake Township, consisting of approximately 257 acres, to be determined by a survey. The easements cover the properties as shown on the enclosed packets. The landowners will retain primary responsibility for weed control, recreational use, access, and will continue to be responsible for the payment of property taxes. This letter confirms my intention to meet with the Board of Commissioners on June 22, 2021, at 8:35am. to request certification of these easement. Please provide a copy of this letter with the attachments for each of the County Commissioners. The information has been sent to each Township Clerk. If you have any questions, please contact me at 218-736-0669. IN REPLY REFER TO: United States Department of the Interior FISH AND WILDLIFE SERVICE 18965 County Highway 82 Fergus Falls, Minnesota 56537 218-736-0669 2 Sincerely, /s/ Blair E. Mace Blair Mace Realty Specialist CC: Dee Forkey, Clerk, Aurdal Township Robyn Anderson, Clerk, Eagle Lake Township RE – Minnesota W.A. May 20, 2021 Otter Tail County Barry, Leigh – Aurdal Township Ms. Tara Bakken Administrative Specialist Government Services Center 520 West Fir Fergus Falls, Minnesota 56537 Dear Ms. Bakken: The Fish and Wildlife Service recently secured an easement from Leigh Barry and Shana Barry, of Fergus Falls, Minnesota. This is a Habitat easement protecting grassland and wetland sites while continuing to allow agricultural uses of the property. This easement allows the landowner to cultivate and harvest hay and to graze livestock on the property. The easement includes parts of the landowner’s property as shown on the enclosed maps. The landowner will retain primary responsibility for weed control, recreational use, access, and will continue to be responsible for the payment of property taxes. This letter confirms my intention to meet with the Board of Commissioners on June 22, 2021, at 8:35 a.m. to request certification of this easement. If you have any questions, please contact me at 218-736-0643. Sincerely, Kerry Olson Realty Specialist IN REPLY REFER TO: United States Department of the Interior FISH AND WILDLIFE SERVICE 18965 County Highway 82 Fergus Falls, Minnesota 56537 218-736-0643 Otter Tail County Land Acquisition Requested Information Purpose of Submission: X County Board Approval Required (This form must be submitted 30 Days in advance.) County Board Notification Only Leigh Barry and Shana Barry – Aurdal Township habitat easement 1. Identify the agency and division making the request for acquisition. (Please provide contact information from the agency.) U.S. Fish and Wildlife Service; Kerry Olson, 671-0214 or Neil Powers, 736-0627. 2. Current state of property: a. What is the current total property tax? (See Attach Tax Statement.) b. What is the total acreage of the proposed acquisition? 180 acres c. What is the tillable acreage? 0 d. How many acres are non-tillable and why? 180 acres; 48.4 wetland acres, 10.5 forested timber acres, 121.1 non-native grassland acres e. What is the cropping history for the last five (5) years? This property has a long history of cropping and drainage. f. Does the property contain any unique characteristics? If so, please describe. This parcel has a 2 to 1 upland to wetland ratio, and has a large number of wetland acres already present as well as restorable acres. This property builds upon previously permanently, protected habitat in this landscape. In addition, there has been 61-80 pairs of waterfowl documented per square mile in this area. g. What are the prominent soil types? See attached soils map h. What is the noxious weed history on this property? USFWS does not have this information, please contact the landowner. i. Is the property located within a Shoreland Area? ( ) Yes. How many feet of water frontage exist? (X) No. j. Does the property contain a County Ditch(es)? (Provide details.) No k. Are there any wells onsite? ( ) Yes. Who will be responsible for sealing any abandoned wells? Grant funds will be obtained to seal the well. (X ) No. l. Is there an onsite septic system(s)? ( ) Yes. Who will be responsible for removal of any abandoned septic systems? (X ) No. 3. Recorded Easements: a. Is this property used to access any other property? No (Either public and/or private.) b. Does the property have any tile or private drainage systems? (Provide details.) No c. Are there any existing easements on this property? Yes, USFWS wetland easement 605X 4. What alternatives to achieve your agency goals were considered? None, this alternative allows the owner to retain ownership and ensures the uplands will be protected for future generations to enjoy. 5. What is the landowner’s reason(s) for selling/selling an interest in their property? (Attach letter.) 6. Funding: a. What are the funding sources to acquire this property? The authority for this policy is found in the Migratory Bird Hunting and Conservation Stamp Act of 1934 (16 U.S.C. 718-718j), as amended by the passage of Public Law 85-585 on August 1, 1958.This policy utilizes the Secretary’s legislated authority for all matters pertaining to the Small Wetlands Acquisition Program under the 1958 amendment to the Migratory Bird Hunting and Conservation Stamp Act, commonly referred to as the “Duck Stamp Act.” The 1958 amendment allows the Secretary broad discretion to determine how property rights are acquired. The language in the amendment sets forth the requirement to acquire small prairie potholes and interest therein, but is silent on the specific land acquisition details. b. What payments can the County expect to receive? (PILT, etc.) None; this is a habitat easement. c. What are the funding sources to maintain PILT and other payments? N/A 7. Proposed Purpose of Acquisition: a. How will the property be used/maintained? The landowner will maintain the rights to hay the property. (Such as hunting, scientific area, etc.) b. Do you plan on altering the property? (Such as creating/restoring any ponds or wetlands, building maintenance, repair or removal, etc.) Yes, five wetlands will be restored by removing sediment and/or installing ditch plugs. Tile found in any of the wetlands will be removed. Woody vegetation on approximately 10 acres will be removed to restore open grassland and shorelines. c. Do you plan on any parking areas? N/A 8. What environmental and public benefits do you expect to achieve with this purchase? Grasslands provide a variety of benefits for all living beings. They control erosion and supply forage for livestock; trap rain and snow to recharge water tables; prevent excessive agricultural chemicals from degrading surface and ground water; and provide essential habitat for a variety of wildlife species. Protecting uplands helps ensure a safe water supply for all forms of life. Wetlands can control erosion and prevent flooding by holding water and reducing runoff. They also recharge sub-surface water supplies and provide hay land in dry years. Wetlands provide crucial habitat for many types of wildlife including ducks, pheasants, and deer. This area will benefit wildlife as we enhance both the prairie and restore the wetlands while still allowing the landowner to hay the property. 9. Maps: Please provide the following maps of the property. a. Soils, topography, color satellite photo, Township map as to general location including other public lands in the vicinity. RE-Minnesota W.A. Otter Tail County Barry, Leigh – Aurdal Township (TBDG) CERTIFICATION OF THE COUNTY BOARD OF COMMISSIONERS In accordance with a Procedural Agreement between the Minnesota Department of Natural Resources and the U.S. Fish and Wildlife Service, dated May 23, 1962, and subsequently amended, certification by the County Board of Commissioners for acquisition of lands by the U.S. Fish and Wildlife Service is requested. Representatives of the U.S. Fish and Wildlife Service met with the Board of Commissioners of Otter Tail County, State of Minnesota, on June 22, 2021, and informed the Commissioners that a Grant of Easement for Wildlife Habitat Protection has been secured from Leigh and Shana Barry on the following described lands: Township 133 North, Range 42 West, 5th P.M. Sections 17 and 20 To be determined by a survey The County Board of Commissioners considered the above request for acquisition by the U.S. Fish and Wildlife Service and the Board’s decision is as follows: CERTIFIED FOR ACQUISITION: ________________________________________ Date:_________________________ Chair County Board of Commissioners NOT CERTIFIED FOR ACQUISITION: _______________________________________ Date:_________________________ Chair County Board of Commissioners Reasons: 20 17 19 18 16 21 AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 00.30.60.15 Miles Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement Grant County Parcels_11_15_2017 Otter Tail Co ParcelsUS Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 1 3 4 2 17AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 0 0.075 0.150.0375 Miles Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGC Grant County Parcels_11_15_2017 Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 7 6 8 5 17 18 2019 AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 00.10.20.05 Miles Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGC Grant County Parcels_11_15_2017 Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 11 9 10 12 20 21 1617 AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 0 0.15 0.30.075 Miles Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGC Grant County Parcels_11_15_2017 Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 11 1 7 6 8 5 3 9 4 10 2 12 20 17 16 21 18 19 AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 4 inches = 1 mile Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGC Grant County Parcels_11_15_2017 Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 1 7 6 8 5 3 4 2 Water Gonvick loam Urness mucky silt loam Parnell silt loam Quam silt loam Peever clay loam, 6 to 12 percent slopes Chapett-Sisseton complex, 6 to 12 percent slopes, eroded Chapett-Sisseton complex, 6 to 12 percent slopes, eroded Arveson loam Parnell silty clay loam, depressional Forman-Buse complex, 12 to 20 percent slopes, eroded Chapett-Sisseton complex, 6 to 12 percent slopes, eroded Friberg-Weetown complex Parnell silt loam Arvilla sandy loam, 2 to 6 percent slopes Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Peever clay loam, 12 to 18 percent slopes Cathro muck Parnell silt loam Fordville loam Peever clay loam, 12 to 18 percent slopes Chapett loam, 2 to 6 percent slopes Peever clay loam, 12 to 18 percent slopes Quam, Cathro, and Urness soils, ponded Chapett-Sisseton complex, 6 to 12 percent slopes, eroded Rothsay-Zell complex, 2 to 6 percent slopes, eroded Quam, Cathro, and Urness soils, ponded Parnell silty clay loam, depressional Quam silt loam Parnell silt loam Parnell silt loam Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Hantho silt loam Zell-Rothsay complex, 6 to 12 percent slopes, eroded Forman-Buse complex, 6 to 12 percent slopes, eroded Friberg-Weetown complexParnell silty clay loam, depressional Quam, Cathro, and Urness soils, ponded Quam, Cathro, and Urness soils, ponded Chapett loam, 2 to 6 percent slopes Parnell silty clay loam, depressional Mehurin clay loam, 1 to 4 percent slopes Quam, Cathro, and Urness soils, ponded Parnell silty clay loam, depressional Fordville loam Parnell silt loam Forman clay loam, 2 to 6 percent slopes Parnell silty clay loam, depressional Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Friberg-Weetown complex Parnell silty clay loam, depressional Friberg-Weetown complex Egeland fine sandy loam, 6 to 12 percent slopes Vallers silty clay loam Vallers silty clay loam Forman-Buse complex, 6 to 12 percent slopes, eroded Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Chapett loam, 2 to 6 percent slopes Quam silt loam Peever clay loam, 12 to 18 percent slopes Sedgeville fine sandy loam, rarely flooded 17 18 19 20 AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 0 0.15 0.30.075 Miles Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V OTTER TAIL SOILS County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGC Grant County Parcels_11_15_2017 Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 11 9 10 12 Chapett-Sisseton complex, 6 to 12 percent slopes, eroded Vallers silty clay loam Quam silt loam Gonvick loam Quam, Cathro, and Urness soils, ponded Egeland fine sandy loam, 6 to 12 percent slopes Gonvick loam Sverdrup sandy loam, 2 to 6 percent slopes Cathro muck Quam silt loam Quam silt loam Vallers silty clay loam Quam silt loam Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Forman-Buse complex, 6 to 12 percent slopes, eroded Quam, Cathro, and Urness soils, ponded Chapett loam, 2 to 6 percent slopes Arvilla-Sandberg complex, 6 to 12 percent slopes Hamerly loam Egeland fine sandy loam, 12 to 20 percent slopes Fordville loam Fordville loam Forman-Buse complex, 12 to 20 percent slopes, eroded Cathro muck Quam silt loam Friberg-Weetown complex Parnell silt loam Clontarf sandy loam Forman-Buse complex, 12 to 20 percent slopes, eroded Forman-Buse complex, 12 to 20 percent slopes, eroded Clontarf sandy loam Forman-Buse complex, 6 to 12 percent slopes, eroded Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Roliss clay loam Forman-Buse complex, 6 to 12 percent slopes, eroded Parnell silty clay loam, depressional Quam, Cathro, and Urness soils, ponded Hamerly loam Fordville loam Darnen loam, moderately wet Forman clay loam, 2 to 6 percent slopes Parnell silt loam Friberg-Weetown complex Egeland fine sandy loam, 12 to 20 percent slopes Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Forman-Buse complex, 12 to 20 percent slopes, eroded Friberg-Weetown complex Chapett-Sisseton complex, 12 to 20 percent slopes, eroded Parnell silt loam Egeland fine sandy loam, 6 to 12 percent slopes Sverdrup sandy loam, 6 to 12 percent slopes Egeland fine sandy loam, 12 to 20 percent slopes Parnell silty clay loam, depressional Darnen loam, moderately wet Quam, Cathro, and Urness soils, ponded Parnell silt loam Fordville loam Vallers silty clay loam 20 21 1617 AURDALAURDAL Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 0 0.15 0.30.075 Miles Proposed Habitat Easement Ditch_Plugs habitat Habitat_type Type I Type II Type III Type IV Type V OTTER TAIL SOILS County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGC Grant County Parcels_11_15_2017 Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 87 9 234 29 27 10 22 32 34 28 15 33 17 30 26 18 2019 14 5 31 16 23 11 21 25 24 35 13 12 36 61 2 1 11 14 1 36 23 25 26 6 2 24 5 35 13 12 4 3 2 13 AURDALAURDALFERGUS FALLSFERGUS FALLS BUSEBUSE DANE PRAIRIEDANE PRAIRIE Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Aurdal Township Portions of S 17 & 20 48.4 Wetland Acres 180 Total Habitat Acres Otter Tail 1/8/2021 Leigh Barry - Proposed Habitat Hay Easement 0120.5 Miles Proposed Habitat Easement County Boundary Township plss-Sections WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGCUS Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr -FJHI4IBOB#BSSZ)XZ)BCJUBU&BTFNFOU)BZ Otter Tail County, MN, Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO,NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong),(c) OpenStreetMap contributors, and the GIS User Community ± 0.2 0 0.20.1 mi Barry 3 Topo Map Not a legal document. For Reference Use Only. Accuracy is not guaranteed. http://www.co.otter-tail.mn.us W1/2 SE1/4 EX TR SE1/4 SW1/4 EX TR & Bill#: 2879 117942ID#: R 03000170114001 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RICHVILLE MN 56576-9504 310,500 311,400 310,500 AG HMSTD 311,400 AG HMSTD 2,359.84 2,275.05 199.84 2,160.00 AURDAL TOWNSHIP OTTER TAIL COUNTY HRA 0544 1,300.70 339.55 307.01 42.63 287.48 2,088.00 2,160.00 2,088.00 187.05 2,088.00 320.56 189.10 2,160.00 1,268.73 144.25 47.99 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 2,080.00 First-half Taxes 1,044.00 Second-half Taxes 1,044.00 Total Taxes due in 2021 2,088.00 New Improvements Taxes Payable Year 2020 2021 Sect-17 Twp-133 Range-042 Expired Exclusions RICHVILLE MN 56576 Improvements Excluded PROPERTY ADDRESS: NOVEMBER 15 R 03000170114001 2879 1,044.00 AG HMSTD 117942 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 MAY 17 R 03000170114001 2879 2,088.00 1,044.00 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 AG HMSTD 117942 N1/2 SW1/4 EX TRS & SW1/4NE1/4 S1/2 NW1/4 EX TRS & Bill#: 2882 117942ID#: R 03000170117000 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RICHVILLE MN 56576-9504 492,000 493,300 492,000 AG HMSTD 493,300 AG HMSTD RVL HMSTD EXEMPT RVL HMSTD EXEMPT 3,740.66 3,606.31 316.66 3,424.00 AURDAL TOWNSHIP OTTER TAIL COUNTY HRA 0544 2,062.40 537.89 486.49 67.55 455.42 3,310.00 3,424.00 3,310.00 296.31 3,310.00 507.94 299.62 3,424.00 2,012.16 228.51 76.02 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 3,296.00 First-half Taxes 1,655.00 Second-half Taxes 1,655.00 Total Taxes due in 2021 3,310.00 New Improvements Taxes Payable Year 2020 2021 Sect-17 Twp-133 Range-042 Expired Exclusions RICHVILLE MN 56576 Improvements Excluded PROPERTY ADDRESS: NOVEMBER 15 R 03000170117000 2882 1,655.00 AG HMSTD RVL HMSTD 117942 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 MAY 17 R 03000170117000 2882 3,310.00 1,655.00RVL HMSTD LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 AG HMSTD 117942 E1/2 NE1/4 EX TR Bill#: 2938 117942ID#: R 03000200142000 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RICHVILLE MN 56576-9504 171,100 171,900 171,100 AG HMSTD 171,900 AG HMSTD 1,300.12 1,257.25 110.12 1,190.00 AURDAL TOWNSHIP OTTER TAIL COUNTY HRA 0544 716.49 187.44 169.19 23.49 158.70 1,154.00 1,190.00 1,154.00 103.25 1,154.00 176.64 104.19 1,190.00 701.74 79.63 26.49 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 1,148.00 First-half Taxes 577.00 Second-half Taxes 577.00 Total Taxes due in 2021 1,154.00 New Improvements Taxes Payable Year 2020 2021 Sect-20 Twp-133 Range-042 Expired Exclusions RICHVILLE MN 56576 Improvements Excluded PROPERTY ADDRESS: NOVEMBER 15 R 03000200142000 2938 577.00 AG HMSTD 117942 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 MAY 17 R 03000200142000 2938 1,154.00 577.00 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 AG HMSTD 117942 LOT 1 EX TR NLY OF RIVER & EX NE1/4 SE1/4 EX TR & FLOWAGE. Bill#: 2949 117942ID#: R 03000200149000 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RICHVILLE MN 56576-9504 99,100 99,800 99,100 AG HMSTD 99,800 AG HMSTD RVL HMSTD RVL HMSTD 751.77 729.93 63.77 688.00 AURDAL TOWNSHIP OTTER TAIL COUNTY HRA 0544 413.73 108.82 97.98 13.61 92.15 670.00 688.00 670.00 59.93 670.00 102.31 60.37 688.00 407.42 46.23 15.38 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 668.00 First-half Taxes 335.00 Second-half Taxes 335.00 Total Taxes due in 2021 670.00 New Improvements Taxes Payable Year 2020 2021 Sect-20 Twp-133 Range-042 Expired Exclusions RICHVILLE MN 56576 Improvements Excluded PROPERTY ADDRESS: NOVEMBER 15 R 03000200149000 2949 335.00 AG HMSTD RVL HMSTD 117942 LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 MAY 17 R 03000200149000 2949 670.00 335.00RVL HMSTD LEIGH M & SHANA M BARRY 35695 COUNTY HIGHWAY 32 RE TAX R 14000320240000 RICHVILLE MN 56576-9504 AG HMSTD 117942 SW1/4 NW1/4 & NW1/4 SW1/4 Bill#: 13098 61760ID#: R 18000130086000 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 178,500 179,700 156,700 AG HMSTD 156,900 AG HMSTD RVL HMSTD EXEMPT RVL HMSTD EXEMPT THIS PARCEL HAS DEFERRED “GREEN ACRES” TAXES 452.00 430.00 452.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 328.21 68.80 22.08 10.77 13.02 430.00 452.00 430.00 430.00 74.01 16.93 452.00 319.11 16.98 12.09 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 428.00 First-half Taxes 215.00 Second-half Taxes 215.00 Total Taxes due in 2021 430.00 New Improvements Taxes Payable Year 2020 2021 Sect-13 Twp-131 Range-040 Expired Exclusions Improvements Excluded PROPERTY ADDRESS: S1/2 NW1/4 Bill#: 13119 61760ID#: R 18000140093014 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 160,400 165,700 160,400 AG HMSTD 165,700 AG HMSTD RVL HMSTD RVL HMSTD 462.00 454.00 462.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 335.38 72.66 22.58 11.01 13.76 454.00 462.00 454.00 454.00 75.71 17.32 462.00 336.90 17.91 12.77 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 454.00 First-half Taxes 227.00 Second-half Taxes 227.00 Total Taxes due in 2021 454.00 New Improvements Taxes Payable Year 2020 2021 Sect-14 Twp-131 Range-040 Expired Exclusions Improvements Excluded PROPERTY ADDRESS: NW1/4 SE1/4 & SW1/4 NE1/4 Bill#: 13129 61760ID#: R 18000140096000 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 122,800 132,500 122,800 AG HMSTD 132,500 AG HMSTD 353.33 364.60 229.33 124.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 89.84 19.06 6.09 2.97 3.61 120.00 124.00 120.00 244.60 120.00 20.42 4.68 124.00 89.28 4.70 3.35 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 116.00 First-half Taxes 60.00 Second-half Taxes 60.00 Total Taxes due in 2021 120.00 New Improvements Taxes Payable Year 2020 2021 Sect-14 Twp-131 Range-040 Expired Exclusions Improvements Excluded PROPERTY ADDRESS: 39200 130TH ST S1/2 SE1/4 Bill#: 13130 61760ID#: R 18000140096002 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 279,800 173,000 209,100 AG HMSTD 108,500 AG HMSTD EXEMPT EXEMPT THIS PARCEL HAS DEFERRED “GREEN ACRES” TAXES 844.00 1,104.67 383.40 260.67 844.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 497.63 16.83 143.17 16.30 26.32 138.00 70.00 70.00 914.00 208.00 70.00SOLID WASTE 138.00 245.40 138.00 112.05 74.85 844.00 70.00 77.39 14.50 2.96 Interest:Principal: 12,80024,300 Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 140.00 First-half Taxes 104.00 Second-half Taxes 104.00 Total Taxes due in 2021 208.00 New Improvements Taxes Payable Year 2020 2021 Sect-14 Twp-131 Range-040 Expired Exclusions BATTLE LAKE MN Improvements Excluded PROPERTY ADDRESS: E1/2 SE1/4 & SW1/4 SE1/4 Bill#: 13131 61760ID#: R 18000150097000 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 279,000 280,600 213,500 AG HMSTD 213,600 AG HMSTD EXEMPT EXEMPT THIS PARCEL HAS DEFERRED “GREEN ACRES” TAXES 616.00 586.00 616.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 447.39 93.61 30.07 14.66 17.72 586.00 616.00 586.00 586.00 100.82 23.06 616.00 435.12 23.09 16.46 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 584.00 First-half Taxes 293.00 Second-half Taxes 293.00 Total Taxes due in 2021 586.00 New Improvements Taxes Payable Year 2020 2021 Sect-15 Twp-131 Range-040 Expired Exclusions Improvements Excluded PROPERTY ADDRESS: & 2 NW1/4 SE1/4 & S 660' OF LOTS 1 Bill#: 13132 61760ID#: R 18000150098000 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 166,900 168,800 166,900 AG HMSTD 168,800 AG HMSTD 482.00 464.00 482.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 350.18 73.98 23.51 11.46 14.01 464.00 482.00 464.00 464.00 78.82 18.03 482.00 344.76 18.24 13.01 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 462.00 First-half Taxes 232.00 Second-half Taxes 232.00 Total Taxes due in 2021 464.00 New Improvements Taxes Payable Year 2020 2021 Sect-15 Twp-131 Range-040 Expired Exclusions Improvements Excluded PROPERTY ADDRESS: N1/2 NE1/4 Bill#: 13215 61760ID#: R 18000220144000 KATHY L EVAVOLD 39200 130TH ST BATTLE LAKE MN 56515-9576 143,700 152,300 143,700 AG HMSTD 152,300 AG HMSTD 414.00 418.00 414.00 EAGLE LAKE TOWNSHIP OTTER TAIL COUNTY HRA 0542 300.49 66.79 20.25 9.87 12.64 418.00 414.00 418.00 418.00 67.87 15.52 414.00 310.35 16.48 11.74 Interest:Principal: Estimated Market Value Homestead Exclusion Taxable Market Value Classification Proposed Tax 416.00 First-half Taxes 209.00 Second-half Taxes 209.00 Total Taxes due in 2021 418.00 New Improvements Taxes Payable Year 2020 2021 Sect-22 Twp-131 Range-040 Expired Exclusions Improvements Excluded PROPERTY ADDRESS: Kathy Evavold Potential Habitat Easement 6 14 1 7 20 22 12 18 11 19 8 9 4 21 13 10 Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Eagle Lake Township - 257 Total acresPortions of Section 13, 14, 15, 2261.8 Wetland acres 78 Forest/Oak acres 6 Cropland acres111.2 Grassland acres Otter Tail 4/8/2021 Kathy Evavold - Proposed Habitat Easement 0 0.25 0.50.125 Miles Proposed Habitat Easement Ditch_PlugshabitatHabitat_type Type I Type II Type III Type IV Type V Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Eagle Lake Township - 257 Total acresPortions of Section 13, 14, 15, 2261.8 Wetland acres 78 Forest/Oak acres 6 Cropland acres111.2 Grassland acres Otter Tail 4/8/2021 Kathy Evavold - Proposed Habitat Easement 0 1 20.5 Miles Proposed Habitat Easement WPA Boundary WPA / Refuge Habitat Easement Habitat Easement Wetland Easement FmHA Easement FmHA Easement Flowage Easement Flowage Easement Misc Easement SNA_Jan_2018 TNC_Jan_2018 MLT_Protected_Properties WMA_Feb_2018 State_Parks_2_20_2018 DNR_Pr_Bank_Jan_2018 RIM_Oct_2017 WRP BWSR_Wetland_Bank_Easements_2017 Douglas County Parks FFFGCUS Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr 6 14 1 7 20 22 12 18 11 19 8 9 4 21 13 10 Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Well drained Poorly drained Well drained Well drained Well drained Well drained Well drained Moderately well drained Well drained Well drained Well drained Well drained Poorly drained Well drained Well drained Poorly drained Poorly drained Well drained Well drained Poorly drained Poorly drained Well drained Well drained Well drained Well drained Very poorly drained Very poorly drained Poorly drained Moderately well drained Well drained Very poorly drained Well drained Poorly drained Well drained Poorly drained Well drained Well drained Very poorly drained Well drained Very poorly drained Well drained Very poorly drained Poorly drained Very poorly drained Well drained Poorly drained Poorly drained Well drained Poorly drained Poorly drained Very poorly drained Well drained Very poorly drained Poorly drained Very poorly drained Well drainedPoorly drained Poorly drained Very poorly drained Very poorly drained Well drained Well drained Well drained Well drained Poorly drained Very poorly drained Fee/Easement Field Form County: Date: Owner's Name: Legal Description of Sale Eagle Lake Township - 257 Total acresPortions of Section 13, 14, 15, 2261.8 Wetland acres 78 Forest/Oak acres 6 Cropland acres111.2 Grassland acres Otter Tail 4/8/2021 Kathy Evavold - Proposed Habitat Easement 0 0.25 0.50.125 Miles Proposed Habitat Easement Ditch_PlugshabitatHabitat_type Type I Type II Type III Type IV Type V OTTER TAIL SOILS Otter Tail Co Parcels US Fish and Wildlife Service Fergus Falls WMD Mapped by Abby Cyr Otter Tail County Land Acquisition Requested Information Purpose of Submission: X County Board Approval Required (This form must be submitted 30 Days in advance.) County Board Notification Only Kathy Evavold, habitat easement 1. Identify the agency and division making the request for acquisition. (Please provide contact information from the agency.) U.S. Fish and Wildlife Service; Blair Mace, 736-0622 or Neil Powers, 736-0627. 2. Current state of property: a. What is the current total property tax? (See Attach Tax Statement.) b. What is the total acreage of the proposed acquisition? Approximately 257 acres c. What is the tillable acreage? 6 acres d. How many acres are non-tillable and why? 251 acres; 61.8 wetland acres, 78 forested timber acres, 111.2 non-native grassland acres e. What is the cropping history for the last five (5) years? This property has an agricultural history primarily of grass production, crop production & grazing. The property is currently being used for a cattle operation. f. Does the property contain any unique characteristics? If so, please describe. This property adds on to a beautiful landscape of grassland and wetlands within the Lake Christina Prairie Core. In addition this area has documented 31-40 pairs of waterfowl per square mile. It is a fantastic tract providing a food source and nesting habitat for waterfowl and other native wildlife. This property builds upon the over 10,000 acres of protected habitat in the surrounding 5 mile radius. g. What are the prominent soil types? See attached soils map h. What is the noxious weed history on this property? USFWS does not have this information, please contact the landowner. i. Is the property located within a Shoreland Area? ( ) Yes. How many feet of water frontage exist? (X) No. j. Does the property contain a County Ditch(es)? (Provide details.) No k. Are there any wells onsite? ( ) Yes. Who will be responsible for sealing any abandoned wells? Grant funds will be obtained to seal the well. (X ) No. l. Is there an onsite septic system(s)? ( ) Yes. Who will be responsible for removal of any abandoned septic systems? (X ) No. 3. Recorded Easements: a. Is this property used to access any other property? (Either public and/or private.) No b. Does the property have any tile or private drainage systems? (Provide details.) No c. Are there any existing easements on this property? No 4. What alternatives to achieve your agency goals were considered? None, this alternative allows the owner to retain ownership and ensures the uplands and wetlands will be protected for future generations to enjoy. 5. What is the landowner’s reason(s) for selling/selling an interest in their property? (Attach letter.) 6. Funding: a. What are the funding sources to acquire this property? The authority for this policy is found in the Migratory Bird Hunting and Conservation Stamp Act of 1934 (16 U.S.C. 718-718j), as amended by the passage of Public Law 85-585 on August 1, 1958.This policy utilizes the Secretary’s legislated authority for all matters pertaining to the Small Wetlands Acquisition Program under the 1958 amendment to the Migratory Bird Hunting and Conservation Stamp Act, commonly referred to as the “Duck Stamp Act.” The 1958 amendment allows the Secretary broad discretion to determine how property rights are acquired. The language in the amendment sets forth the requirement to acquire small prairie potholes and interest therein, but is silent on the specific land acquisition details. b. What payments can the County expect to receive? (PILT, etc.) None; this is a habitat easement. c. What are the funding sources to maintain PILT and other payments? N/A 7. Proposed Purpose of Acquisition: a. How will the property be used/maintained? (Such as hunting, scientific area, etc.) The landowner will maintain the rights to hay and graze the property. b. Do you plan on altering the property? (Such as creating/restoring any ponds or wetlands, building maintenance, repair or removal, etc.) Yes. Tree removal will be done on any areas that were once open in historical 1939 aerial photos. All oak trees will be left to preserve the oak savanna landscape. Wetlands will be evaluated for any sedimentation, ditching, or drainage due to topography and history of farming. One wetland will be restored with a ditch plug installation. 6 acres of cropland edge will be planted with a native prairie mix. c. Do you plan on any parking areas? N/A 8. What environmental and public benefits do you expect to achieve with this purchase? Grasslands provide a variety of benefits for all living beings. They control erosion and supply forage for livestock; trap rain and snow to recharge water tables; prevent excessive agricultural chemicals from degrading surface and ground water; and provide essential habitat for a variety of wildlife species. Protecting uplands helps ensure a safe water supply for all forms of life. Wetlands can control erosion and prevent flooding by holding water and reducing runoff. They also recharge sub-surface water supplies and provide hay land in dry years. Wetlands provide crucial habitat for many types of wildlife including ducks, pheasants, and deer. This area will benefit wildlife as we enhance the prairie and oak savanna and restore the wetlands. 9. Maps: Please provide the following maps of the property. a. Soils, topography, color satellite photo, Township map as to general location including other public lands in the vicinity. SWIFT Contract ID 178598 Amendment 1 Rev. 12/2020 Page 1 of 3 AMENDMENT COVER SHEET (Minn. Stat. §§ 16C.05, subd. 2(c), 16C.08, subd. 2 and 3) Instructions: 1. Complete this form for contract amendments that extend the end date of a contract, add/reduce work and money, or change any other term or condition of the contract. 2. Attach this form to the amendment when sending to the Department of Administration for approval. Please always include copies of the original certification form, solicitation document, single source justification, the original contract, and any previous amendments as these are used for reference. 3. Admin will retain this cover sheet for its files. Agency: Corrections (Work Release) Name of Contractor: Otter Tail County Current Contract Term: 7/1/20 – 6/30/21 Project Identification: 178598 Amendments to contracts must entail tasks that are substantially similar to those in the original contract or involve tasks that are so closely related to the original contract that it would be impracticable for a different contractor to perform the work. The commissioner or an agency official to whom the commissioner has delegated contracting authority under Minn. Stat. § 16C.03, subd. 16, must determine that an amendment would serve the interest of the state better than a new contract and would cost no more. An amendment should be in effect before the contract expires. What changes are being made to the to the contract? Complete appropriate box(es) for the amendment submitted. 1. ☒ Amendment to the Expiration Date of the contract a. Proposed New Expiration Date: 6/30/2022 b. Why is it necessary to amend the Expiration Date? DOC would like services under this agreement to continue for an additional year. 2. ☒ Amend Duties and Cost ☐ Amend Duties Only a. Describe the amendment: The nature of the services is not changing; this amendment just extends them for another year. b. If cost is amended, insert the amount of the original contract AND amount of each amendment below: Original Agreement: $80,000.00 Amendment 1 (This amendment): $80,000.00 3. ☐ Amendment to change other terms and conditions of the contract: a. Describe the changes that are being made: SWIFT Contract ID 178598 Amendment 1 Rev. 12/2020 Page 2 of 3 Amendment 1 to Joint Powers Agreement 178598 Contract Effective Date: July 1, 2020 Total Contract Amount: $160,000.000 Original Contract Expiration Date: June 30, 2021 Original Contract: $80,000.00 Current Contract Expiration Date: June 30, 2021 Previous Amendment(s) Total: NA Requested Contract Expiration Date: June 30, 2022 This Amendment: $80,000.00 This amendment is by and between the State of Minnesota, acting through its Commissioner Corrections, Department of Corrections, Work release Unit, 1450 Energy Park Drive, Suite 200, St. Paul, MN 55108 (“State”) and Otter Tail County- Otter Tail County Sheriff’s Office, 416 South Mill Street, Fergus Falls, MN 56537 (“Governmental Unit”). State and Governmental Unit may be referred to jointly as “Parties.” Recitals 1. The State has a Joint Powers Agreement with the Governmental Unit identified as 178598 (“Original Contract”) to provide work release services. 2. The Original Contract is being amended to continue services for an additional year. 3. The Parties are willing to amend the Original Contract as stated below. Contract Amendment In this Amendment, changes to pre-existing Contract language will use strike through for deletions and underlining for insertions. REVISION 1. Clause 1. “Term of Agreement” is being amended as follows: 1. Term of Agreement 1.1 Effective date. July 1, 2020, or the date the State obtains all required signatures under Minn. Stat. § 16C.05, subd. 2, whichever is later. 1.2 Expiration date. June 30, 2021 June 30, 2022, or until all obligations have been satisfactorily fulfilled, whichever occurs first. REVISION 2. Clause 3. “Payment” is as follows: The State will pay Sixty and 00/100 dollars ($60.00) per day per State offender participating in the Governmental Unit’s work release program and twenty one dollars and 12/100 ($21.12) per day per offender on Phase 2 (electronic monitoring/GPS; for offender’s participating in the Contractor’s work release program) inclusive of date of arrival and not inclusive of date of departure. Payment will be consistent with the fiscal section in the Work Release Program Guidelines Manual. This agreement does not include any additional reimbursement for travel and subsistence expenses incurred by the Governmental Unit in the performance of this agreement. The total obligation of the State under this agreement will not exceed Eighty One Hundred Sixty Thousand dollars and 00/100 ($80,000.00$160,000.00). SWIFT Contract ID 178598 Amendment 1 Rev. 12/2020 Page 3 of 3 The Original Contract and any previous amendments are incorporated into this amendment by reference. Except as amended herein, the terms and conditions of the Original Contract and all previous amendments remain in full force and effect. 1. State Encumbrance Verification Individual certifies that funds have been encumbered as required by Minn. Stat. §§ 16A.15 and 16C.05 Print Name: ___________________________________ Signature: _____________________________________ Title: Date:_______________ SWIFT Contract No.17859PO#3- ___________________ 2. Governmental Unit Print Name: ___________________________________ Signature: _____________________________________ Title: Date:_______________ Print Name: ___________________________________ Signature: _____________________________________ Title: Date:_______________ 3. State Agency With delegated authority Print Name: ___________________________________ Signature: _____________________________________ Title: Date: ______________ 4. Commissioner of Administration As delegated to The Office of State Procurement Print Name: ___________________________________ Signature: _____________________________________ Title: Date: ______________ Admin ID DocuSign Envelope ID: A1A2B1E5-AD5D-42D6-8176-C8FCEE714CD4 DocuSign Envelope ID: A1A2B1E5-AD5D-42D6-8176-C8FCEE714CD4 DocuSign Envelope ID: A1A2B1E5-AD5D-42D6-8176-C8FCEE714CD4 8/19/2020 8/21/2020 68172 DocuSign Envelope ID: A1A2B1E5-AD5D-42D6-8176-C8FCEE714CD4 OTTER TAIL COUNTY PLANNING COMMISSION Otter Tail County Government Services Center, 540 West Fir, Fergus Falls, MN 56537 218-998-8095 June 9, 2021 The Otter Tail County Planning Commission Members convened on June 9, 2021 at 6:30 p.m. at the Government Services Center. The meeting was held via Microsoft Teams and was available to the public via livestream due to the health pandemic and declared emergency in accordance with Minn. Stat. Sec. 13D.021. Roll Call: Members Present: Rod Boyer, Judd Fischer, Brent E. Frazier, Bruce Stone, David Trites, David Wass and Rick Wilson. Members Absent: Richard Gabe. Michelle Eldien represented the County Attorney's Office and Chris LeClair represented the Land & Resource Management Office. Minutes of May 12, 2021: A motion by Frazier, second by Stone to approve the May 12, 2021 Minutes as presented. Voting: All members in favor. Ronald Haus & Eva Berou – Approved With A Condition: A Conditional Use Permit Application (as stated by the Applicant on the Application): Install Boat Ramp /Access according to DNR specs (at 12’ wide). Request to excavate for a boat ramp (access) for personal use; to be 12’ across x 30’ deep with a maximum cut of 3’, will concrete a portion and place small rock to control erosion. DNR has approved this proposal. Banks will be seeded with grass. The proposal is located adjacent to 19642 308th Ave, Section 16 of Tordenskjold Township; Long Lake (56-428), NE. Ronald Haus represented the Application. All correspondence has been forwarded to the Planning Commission and Applicant for review. Motion: A motion by Fischer, second by Stone to approve as presented, with the condition that the DNR specifications are met. Voting By Roll Call: All Members in favor, except Wilson. “Long Bay Retreat” / Eretz Shalom LLC – Approved With Conditions: A Preliminary Plat titled “Long Bay Retreat” consisting of 5 Single Family Residential Lots (4 Riparian & 1 Non-Riparian), 2 Blocks; and a Conditional Use Permit Application (as stated by the Applicant on the Application): A 1050-foot roadway that will serve an existing 29-acre parcel on Long Lake. Said roadway to serve proposed Preliminary Plat of Long Bay Retreat and/or metes and bounds subdivision. A road designed and SWPP plan are submitted as part of this application by a professional engineer. Developers have met with Rush Lake Township about these plans and the plans and road design have implemented input from the township. The proposal is located south of 40430 Long Lake Drive, Section 31 of Rush Lake Township; Long Lake (56-210), RD. Jack Rosenthal (surveyor), Jay Berbe (engineer) & Allen Haurud (attorney) represented the Application. Otter Tail County, Planning Commission June 9, 2021; Page 2 All correspondence has been forwarded to the Planning Commission and Applicant for review. Motion: A motion by Trites, second by Wass to approve as requested by the Applicant, with the exclusion of Lot 4, Block 2 and with the condition the septic areas are staked off for preservation with snow fence and the Land & Resource Office verifies this prior to approval of the Final Plat. Voting By Roll Call: All Members in favor. Richard & Wanda Beckers - Withdrawn: An Interim Use Permit Application (as stated by the Applicant on the Application): Request to convert an existing dwelling to a storage building & build a new dwelling onsite. Conversion to be complete by 7-1-2022. The proposal is located at 33553 200th St., Section 12 of Tordenskjold Township; Fiske Lake (56-430), NE. All correspondence has been forwarded to the Planning Commission and Applicant for review. Richard & Wanda Beckers sent correspondence requesting to withdraw their Application. Motion: A motion by Wass, second by Fischer to accept the Applicant’s request. Voting By Roll Call: All Members in favor. Adjourn: At 7:17 P.M., Chairman Wilson adjourned the Meeting. The next Meeting is scheduled for 6:30 P.M. on July 14, 2021. Respectfully submitted, Marsha Bowman Recording Secretary BOIS DE SIOUX – MUSTINKA RIVER WATERSHEDS JOINT COMPREHENSIVE WATERSHED MANAGEMENT PLAN GRANT FUNDING SUBCONTRACT THIS GRANT FUNDING SUBCONTRACT (this “Agreement”) is made and entered into this _____ day of ____________, 2021, (the “Effective Date”), by and between the Bois de Sioux Watershed District, a Minnesota political subdivision (the “Fiscal Agent”), and _____________________________, a Minnesota political subdivision (the “Local Partner”), collectively referred to herein as the Parties. RECITALS WHEREAS, Big Stone, Grant, Otter Tail, Stevens, Traverse, and Wilkin Counties (the “Counties”); and Big Stone, Grant, West Otter Tail, Stevens, Traverse, and Wilkin Soil and Water Conservation Districts (the “Conservation Districts”); and the Bois de Sioux Watershed District, (collectively referred to herein as the “Partners”) worked in a cooperative effort to develop a comprehensive watershed management plan; and WHEREAS, on January 27, 2021, the Partners implemented the BOIS DE SIOUX – MUSTINKA RIVER COMPREHENSIVE WATERSHED MANAGEMENT PLAN (the “Plan”) to conserve soil and water resources through the implementation of practices, programs, and regulatory controls that effectively control or prevent erosion, sedimentation, and siltation in order to reduce damages caused by floods, protect the tax base, protect water quality, preserve and conserve natural resources, and ensure continued soil productivity; and WHEREAS, on March 2, 2021, the Partners entered into the BOIS DE SIOUX – MUSTINKA JOINT COMPREHENSIVE WATERSHED MANAGEMENT PLAN IMPLEMENTATION AGREEMENT (the “Implementation Agreement”) which provides structure and guidance in implementing the Plan; and WHEREAS, the Minnesota Board of Water and Soil Resources (“BWSR”) established a watershed based implementation funding grant, under its Clean Water Fund authority, to provide funding specifically for implementation of the Plan (“WBIF”); and WHEREAS, the grant program requires designation of a grant administrator to facilitate and coordinate grant implementation, including but not limited to general administration, reporting, and serving as fiscal agent for the grant; and WHEREAS, under the Implementation Agreement, the Bois de Sioux Watershed District accepted the appointment to serve as the Fiscal Agent; and WHEREAS, under the Implementation Agreement, the Fiscal Agent (grant recipient) will enter into subcontracts with the Local Partners (grant subrecipient) related to the disbursement of grant funds to implement projects under the Plan; and WHEREAS, the purpose of this Agreement is to memorialize the roles and obligations of the Fiscal Agent and Local Partner in the execution of WBIF. NOW, THEREFORE, the Parties agree that the above recitals are true and correct, and in consideration of the foregoing recitals and mutual covenants, promises, and agreements under this Agreement, the Parties hereby agree as follows: AGREEMENT 1. Purpose. The purpose of this Agreement is to memorialize the roles and obligations of the Parties in the disbursement and monitoring of WBIF for projects implemented in accordance with the Plan. The Fiscal Agent will receive WBIF grant funds and disburse funds to the Local Partner, who is then responsible for disbursing funds to Land Occupiers. 2. Definitions. The following terms have the following definitions as used herein: A. “Conservation Districts” means Big Stone, Grant, West Otter Tail, Stevens, Traverse, and Wilkin Soil and Water Conservation Districts. B. “Counties” means Big Stone, Grant, Otter Tail, Stevens, Traverse, and Wilkin Counties. C. “Fiscal Agent” means the Bois de Sioux Watershed District, the entity appointed by the Partners to monitor, document, and enforce policies and procedures relating to the disbursement, use, and accounting of funds used to implement the Plan. D. “Land Occupier” means a person, corporation, or legal entity that holds title to or is in possession of land as an owner, lessee, tenant, or otherwise. E. “Local Partner” means a County, Conservation District, or the watershed district that receives WBIF for implementation of projects authorized under the Plan. F. “Plan” means the BOIS DE SIOUX – MUSTINKA RIVER COMPREHENSIVE WATERSHED MANAGEMENT PLAN, dated January 27, 2021. G. “State” means the State of Minnesota. H. “WBIF” means watershed based implementation funding used to implement projects authorized under the Plan. 3. Fiscal Agent Roles and Obligations. The Fiscal Agent’s roles and obligations are described in detail in the Fiscal Agent Agreement dated ______________________, 2021. 4. Local Partner Roles and Obligations. The Local Partner’s roles and obligations include the following: A. Review the design of the project, including preparation of construction plans, specifications, and bid documents, as appropriate. B. Monitor/inspect construction activities and certify installation according to the construction plans, specifications, and bid documents. C. Review and certify any proposed changes or amendments to the practices used to implement the project. D. Develop or review operation and maintenance plans for the project. E. Provide an invoice to the Fiscal Agent that includes charges for services with a breakdown of employee hours worked, date(s) of service, applicable billable rate(s), and total cost. F. Execute contracts between the Local Partner and Land Occupiers that receive WBIF for project implementation. G. Be responsible for accurate recordkeeping, including collection of invoices and receipts from the Land Occupier to ensure expenses are consistent with standard practices to install the project. If any records are missing or incomplete, it is the responsibility of the Local Partner to find or complete the record. Failure of the Local Partner to keep accurate records may result in the Local Partner being required to return WBIF. H. Maintain ongoing communication with the Fiscal Agent and Land Occupier to ensure the project is operated and maintained properly. I. Follow the State’s regulation for grant funding. 5. Use of Funds. Reimbursable activities are limited to the time frame described in the WBIF Grant Agreement entered into between the Fiscal Agent and BWSR. WBIF cannot be used for permit fees, statutory responsibilities or regulations, rules, or ordinances administered by the Counties, the Conservation Districts, or the Fiscal Agent. Eligible and ineligible expenses must meet the applicable BWSR Watershed-Based Implementation Funding Policy current at the time of this Agreement. 6. Continued Project Requirements. The Local Partner is responsible for its respective operation and maintenance inspections. The project must have specifications for operation and maintenance for the effective lifespan of the project, including an inspection schedule and procedure. The Local Partner is responsible for monitoring Best Management Practices periodically, or at intervals necessary for the nature of the project, and must document site visits, observations, follow-up conversations, and project maintenance. Failure of the Land Occupier to complete, maintain, or repair the project or unauthorized alterations of the project, may be considered noncompliance under this Agreement. If the Local Partner deems the Land Occupier to be in noncompliance, the Local Partner must request cost-share funds be returned from the Land Occupier, per the executed contract, at a rate up to one hundred fifty percent (150%) of the project cost (this is based on the State cost-share contract requirement). 7. Procedure for WBIF Budget Shortfall. If a project proposed for implementation under the Plan is allocated less than one hundred percent (100%) of the funds necessary to complete the project from the WBIF grant, the Local Partner responsible for the project shall either: (1) accept the partial WBIF funding and commit to completing the project with funds from other sources (e.g. local project funds); or (2) decline the WBIF funding allocation and allow the funds to be reallocated to other projects proposed for implementation under the Plan. 8. Technical Assistance. Technical assistance will be provided by local County, Conservation District, and/or Fiscal Agent staff or authorized agents. Technical assistance consists of investigation, design, and construction practices by staff or authorized agents with credentials such as appropriate job approval authority, conservation partnership with appropriate job approval authority (i.e. Natural Resource Conservation Service), professional licensure, reputable vendors with applicable expertise and liability coverage, and/or other applicable credentials, training, and/or experience. 9. Practice Standards. The Local Partner will ensure the use of appropriate practice standards for design, implementation, construction, operation, and maintenance of the project. Practices must be consistent with USDA Natural Resources Conservation Services Field Office Technical Guide (FOTG), Minnesota Stormwater Manual, Red River Water Management Technical and Scientific Advisory Committee Papers or be professionally accepted engineering or ecological practices. 10. Project Design Flaws. If a project fails due to issues with its design, the Local Partner is responsible for remedying any failure. 11. Assurances. As part of completed project files, the Local Partner must provide copies of assurances that the Land Occupiers receiving funding will keep associated practices in place (for the intended use) for the expected lifespan of the practice. Such assurances may include executed agreements, easements, deed recordings, performance bonds, letters of credit, operation and maintenance plans, inspection reports, and termination or performance penalties. 12. Contract Enforcement. The Local Partner will cover its own legal and/or litigation expenses related to enforcement of its own Land Occupier contracts. 13. Reimbursement. Upon submission of a completed project file by the Local Partner, reimbursements will be made by the Fiscal Agent according to the Joint Comprehensive Watershed Management Plan Reimbursement Policy. 14. Compliance. The Parties will follow all policy and procedures set out in the Board of Water and Soil Resources Grants Administration Manual (https://bwsr.state.mn.us/gam). Any failure to follow required administrative procedures, statutes, rules, policies or grant agreements by a Party to this Agreement will not be repaid or reimbursed by the Fiscal Agent. If reimbursement is advanced, but BWSR later requests additional project information or deems the project file incomplete/insufficient, it is the sole responsibility of the Local Partner to bring the project/project file into compliance. If all, or a portion, of the project is deemed ineligible for grant funds, within forty-five (45) days, the Local Partner must return any ineligible funds to the Fiscal Agent. 15. Indemnification. Each Party to this Agreement shall be liable for the acts of its officers, employees, contractors, subcontractors, or agents and the results thereof to the extent authorized or limited by law and shall not be responsible for the acts of any other party, its officers, employees, contractors, subcontractors, or agents. The provisions of the Municipal Tort Claims Act found under Minn. Stat. Ch. 466, and other applicable laws, govern liability of the Parties. To the fullest extent permitted by law, actions by the Parties, and their respective officers, employees, contractors, subcontractors, and agents pursuant to this Agreement, are intended to be and shall be construed as a “cooperative activity.” It is the intent of the Parties that they shall be deemed a “single governmental unit” for the purpose of liability, as set forth in Minn. Stat. § 471.59, subd. 1a(a) and does not create any liability or exposure of one party for the acts or omissions of any other party. 16. Employee Status. The Parties agree that the respective employees or agents of each Party shall remain the employees or agents of each individual respective Party. 17. Records Retention and Data Practices. The Parties agree that each respective Party will be responsible for any records prepared or maintained by that Party, and all Parties shall be subject to the Minnesota Government Data Practices Act. Record retention will follow the Fiscal Agent’s retention schedule in accordance with Minn. Stat. § 138.17. If this Agreement is terminated, all records will be turned over to the Fiscal Agent for continued retention. Please note that record retention requirements begin after the effective life of the practice has expired (for eg, a 7-year record retention requirement would begin following the 10-year term of a project with a 10-year effective life). 18. Timeliness. The Parties agree to perform obligations under this Agreement in a timely manner and keep each other informed about any delays that may occur. Local Partners must meet the dates described in Appendix A, or risk WBIF grant reimbursement ineligibility. 19. Term. This Agreement commences on the Effective Date and expires upon expiration of the Plan, which has an initial term of ten (10) years, unless terminated sooner as provided under this Agreement. If the term of the Plan is extended by the Partners, this Agreement shall extend equivalent to any subsequent term of the Plan, unless terminated sooner as provided under this Agreement. 20. Termination. Either Party may terminate this Agreement upon thirty (30) days’ advance written notice to the other Party of its intent to terminate. However, if the Local Partner still has obligations due to its receipt of WBIF, it cannot terminate this Agreement until those funds are returned to the Fiscal Agent or the Local Partner’s project obligations are fulfilled. 21. Amendment. Any amendment, addition, alteration, or deletion of any part of this Agreement must be made in writing and agreed to by both Parties. 22. Severability. In the event that any term, part, or provision of this Agreement is held to be invalid or unenforceable, all other terms, parts, and provisions will nevertheless continue to be valid and enforceable with the invalid or unenforceable term, part, or provision severed from the remainder of this Agreement. 23. Entire Agreement. This Agreement, the Plan, the Implementation Agreement, the Fiscal Agent Agreement, and any exhibits and amendments thereto, contains the entire and exclusive understanding of the Parties with respect to WBIF and supersedes all prior agreements, understandings, statements, representations, and negotiations, in each case oral or written, between the Parties with respect to their subject matter, except as otherwise provided herein. 24. Governing Law. This Agreement will be governed by and construed in accordance with the laws of the State of Minnesota. 25. Assignment. The terms of this Agreement are hereby made binding upon the Parties hereto, their successors and assigns, and no Party under this Agreement may assign their interest in this Agreement to any other person or entity without the written consent of the other Party. 26. Rules of Construction. The Parties acknowledge that they have had the opportunity to review this Agreement, and that they have an equal bargaining position in this transaction. No rule of construction that would cause any ambiguity in any provision to be construed against the drafter of this document will be operative against any Party to this Agreement. 27. Representation. The Parties, having been represented by counsel or having waived the right to counsel, have carefully read and understand the contents of this Agreement, and agree they have not been influenced by any representations or statements made by any other Parties. 28. Counterparts. This Agreement may be executed in counterparts, meaning that the Agreement is valid if signed by each Party even if the signatures of the Parties appear on separate copies of the same Agreement rather than on a single document. 29. Effective Date. The Effective Date of this Agreement is the date of the last signature appearing below. IN TESTIMONY WHEREOF, the Parties have executed this Agreement on the dates written below. LOCAL PARTNER: ___________________________________ Date: ________________, 2021 By: Its: Attest: Date: ________________, 2021 By: Its: FISCAL AGENT: Bois de Sioux Watershed District Date: ________________, 2021 ____________________________________ Linda Vavra, President Attest: Date: ________________, 2021 ____________________________________ Jamie Beyer, Administrator APPENDIX A FOR LOCAL PARTNERS: Landowner Contract Dates Grant Start Date – 90 Days Prior to Grant End Date Project Files Complete & Uploaded to Shared Folder 60 Days Prior to Grant End Date FOR FISCAL AGENT: Request Preliminary 50% Funds Expended, or 18 Months Prior BWSR Grant Reconciliation to Grant End Date BWSR Progress Report 70 – 90% Funds Expended Request Preliminary 90% Funds Expended, or 60 Days Prior to BWSR Grant Reconciliation Grant End Date Final BWSR Grant Reconciliation 30 Days Prior to Grant End Date Grant Agreement Expiration Grant End Date Otter Tail County Probation Secure Detention Sliding Fee Scale 2021 1-2 3-4 5-6 7+ $0 - $17,500 WAIVE WAIVE WAIVE WAIVE $17,501 - $26,500 $25 WAIVE WAIVE WAIVE $26,501 - $35,500 $50 $25 WAIVE WAIVE $35,501 - $44,500 $25 $50 $25 WAIVE $44,501 - $53,500 $25 $25 $50 $25 $53,501 - $62,500 $50 $25 $25 $50 $62,501 - $71,500 $50 $50 $25 $25 $71,501 - $80,500 $75 $50 $50 $25 $80,501 - Up $75 $75 $50 $50 The shaded area represents a Flat Fee. A Flat Fee is the parent’s responsibility to pay per monthly billing cycle. All other amounts represent a daily parental fee to be assessed to a juvenile’s parent/guardian. Family Size Total Adjusted Annual Family Income from Federal Income Taxes Otter Tail County Probation Out-of-Home Placement Sliding Fee Scale 2021 1-2 3-4 5-6 7+ $0 - $17,500 WAIVE WAIVE WAIVE WAIVE $17,501 - $26,500 $50 WAIVE WAIVE WAIVE $26,501 - $35,500 $75 $50 WAIVE WAIVE $35,501 - $44,500 5% $75 $50 WAIVE $44,501 - $53,500 10% 5% $75 $50 $53,501 - $62,500 15% 10% 5% $75 $62,501 - $71,500 20% 15% 10% 5% $71,501 - $80,500 25% 20% 15% 10% $80,501 - Up 30% 25% 20% 15% The shaded area represents a Flat Fee. A Flat Fee is the parent’s responsibility to pay per monthly billing cycle. All other amounts represent a daily parental fee to be assessed to a juvenile’s parent/guardian. Family Size Total Adjusted Annual Family Income from Federal Income Taxes OTTER TAIL COUNTY, MN NOTICE OF PUBLIC HEARING AND INTENT TO ADOPTAN ORDINANCE ESTABLISHING A HOUSING TRUST FUND NOTICE IS HEREBY GIVEN pursuant to the provisions of Minnesota Statutes 375.51 that the Otter Tail County Board of Commissioners intends to adopt an ordinance establishing a “Housing Trust Fund” as authorized by Minnesota Statute 462C.16. The proposed ordinance will be considered at a meeting of the Otter Tail County Board of Commissioners at the Government Services Center, located at 500 W. Fir Avenue, Fergus Falls, MN 56537 on Tuesday, July 13, 2021 at _____ a.m. The purpose of the proposed ordinance is to create a permanent source of funding to meet, in part, the affordable housing needs in the county and to assist in the preservation and creation of housing development. Copies of the proposed “Housing Trust Fund Ordinance” are available on the Otter Tail County website at https://ottertailcountymn.us/department/housing/ and at the Otter Tail County Housing and Redevelopment Authority office, located at 500 West Fir Avenue, Fergus Falls, MN 56537. All interested persons are invited to attend the meeting or submit written testimony prior to the hearing date. Written testimony must be submitted to the County Administrator’s office, 520 West Fir Avenue, Fergus Falls, MN 56537 and must be summitted by no later than 4;30 p.m. on Thursday, July 8, 2021. Barbara Dacy Executive Director Otter Tail County Housing and Redevelopment Authority Publication Date: June 26, 2021 Fergus Falls Daily Journal ORDINANCE NO. ____ AN ORDINANCE ESTABLISHING A HOUSING TRUST FUND IN OTTER TAIL COUNTY [OR] AN ORDINANCE AMENDING THE COUNTY CODE CHAPTER ___ BY CREATING SECTION _____ HOUSING TRUST FUND Section 1: GENERAL PROVISIONS 1.1 Authority. This Ordinance is adopted pursuant to Minnesota Statutes, Section 462C. l 6. 1.2 Purpose. Pursuant to Minnesota Statutes, Section 462C.16, there is hereby created and established for the County of Otter Tail a fund to be known and denominated as the Otter Tail County Housing Trust Fund (the “Housing Trust Fund”). The Housing Trust Fund shall be a permanent source of funding and a continually renewable source of revenue to meet, in part, the housing needs of Moderate, Low Income and Very Low Income households of the County. The Housing Trust Fund shall provide loans and grants to property owners, homeowners, local units of government, for-profit housing developers, and non-profit housing developers for the following purposes: (1) acquisition, capital and soft costs necessary for the creation of new Affordable and Workforce Housing (both rental and owner- occupied), (2) the acquisition, rehabilitation and capital and soft costs necessary for the preservation of existing Affordable and Workforce Housing; (3) acquisition, capital and soft costs necessary for the creation of new Mixed Income Housing (both rental and owner- occupied); and (4) the rehabilitation of the existing housing stock; Section 2: DEFINITIONS 2.1 "Affordable" means a housing unit that has an Affordable Housing Cost. 2.2 "Affordable Housing Cost" means an amount satisfied by: 2.2.1 For owner-occupied housing, a housing payment inclusive of loan principal, loan interest, property taxes, property and mortgage insurance, and homeowner association dues which allows a moderate, low income or very low-income household to purchase a home while paying no more than thirty percent (30%) of their gross household income. 2.2.2 For rental or cooperative housing, a housing payment, inclusive of a reasonable allowance for heating, which allow a moderate, low income or very low income household to rent a unit while paying no more than thirty percent (30%) of their gross household income 2.3 "Area Median Income" means the income guidelines established and published annually by the U.S. Department of Housing and Urban Development. 2.4 "Assisted Unit" means a housing unit that is Affordable because of assistance from the Housing Trust Fund. 2.5 "Grants Supervisor" means the Otter Tail County Housing and Redevelopment Authority Executive Director, or his or her designee. 2.6 "HRA" means the Housing and Redevelopment Authority in and for the County of Otter Tail. 2.7 "Low Income" mean s gross household income that is at or below eighty percent (80 %) of Area Median Income, but more than fifty percent (50%) of Area Median Income. 2.8 “Mixed Income Housing” means a residential structure that comprises differing levels of affordability, with some units at market rate and others available to low and moderate income households at below-market rates. 2.9 "Moderate Income" means gross household income that is at or below 115 percent (115%) of Area Median Income, but more than eighty percent (80%) of Area Median Income. 2.10 "Permanent Source of Funding" means once funds are allocated to the Housing Trust those funds can only be expended for purposes outlined in section (4) of this document. 2.11 "Project" may mean a single family house (attached or detached) or a multifamily property, either as owner-occupied property or rental property. 2.12 "Recipient" means any homeowner, for-profit, non-profit or local unit of government housing developer that receives funds in the form of a loan or a grant from the Housing Trust Fund Account. A Recipient may be an individual, partnership, local unit of government, joint venture, limited liability company or partnership, association or corporation. 2.13 "Housing Trust Fund" means the Otter Tail County Housing Trust Fund. 2.14 "Very Low Income" means gross household income that is at or below fifty percent (50%) of Area Median Income. 2.15 "Workforce Housing " means owner-occupied or rental housing units that are provided to households with at least one member per unit who is gainfully employed at the time of entry into the unit. Section 3: HOUSING TRUST FUND ACCOUNT; SOURCE OF TRUST FUNDS 3.1 A. There is also hereby established an Otter Tail County Housing Trust Fund Account, to be maintained by the HRA. All funds received by the HRA on behalf of the Trust Fund shall be deposited in the Trust Fund Account. Principal and interest from loan repayments, and all other income from Trust Fund activities, shall be deposited in the Trust Fund Account. All interest earnings from the Trust Fund Account shall be reinvested and dedicated to the Trust Fund Account. 3.2 The Trust Fund shall consist of funds derived from the following, but not limited to: 3.2.1 Private cash contributions designated for the Housing Trust Fund; 3.2.2 Payments in lieu of participation in current or future Affordable housing programs; 3.2.3 Grants or loans from the federal or state government; 3.2.4 Principal and interest from Trust Fund loan repayments and all other income from Trust Fund activities. 3.2.5 Budgeted payments made by the HRA ' s tax levy fund as approved by County Board. 3.2.6 Employer based funds and matches. 3.2.7 Other sources to be considered; local or regional utility companies, specific county departments, specific county program funds (revolving loan fund). 3.2.8 Application Fees - Projects applying for funds. 3.3 The Trust Fund may consist of funds derived from any other source, including but not limited to the following: 3.3.1 Tax Increment returned to the County after decertification of a TIF district. 3.3.2 Any other appropriations as determined from time to time by action of the HRA or County Board. Section 4: TRUST FUND DISTRIBUTIONS 4.1 The Housing Trust Fund is to function as a resource to fund loans and grants in strict accordance with this Section. The Housing Trust Fund shall be administered by the Grant Supervisor of the HRA. No disbursements over $50,000 may be made from the Housing Trust Fund Account without the prior approval of the HRA's Board of Commissioners. 4.2 Disbursements from the Housing Trust Fund Account shall be made as loans or grants to assist Recipients in the creation of Assisted Units and administrative fees not to exceed 10 percent. Recipients may use the funds to pay for: capital costs, including but not limited to the actual costs of rehabilitating or constructing Assisted Units ; preserving Affordable units; demolishing or converting existing non-residential buildings to create new Assisted Units; real property acquisition costs; and professional service costs, including but not limited to, those costs incurred for architectural, engineering, planning and legal services which are attributable to the creation of Assisted Units . 4.3 All projects exceeding $50,000 considered for funding will be reviewed by the HRA staff, and the Executive Director shall submit staff comments and recommendations to the HRA's Board of Commissioners, prior to HRA action. 4.4 The HRA shall within thirty (30) days following the close of each fiscal year prepare and submit an annual report to the County on the activities undertaken with funds from the Housing Trust Fund. The report shall specify the number and types of units assisted, the amount loaned per Assisted Unit, the amount of state, federal and private funds leveraged, the geographic distribution of Assisted Units and a summary of statistical data relative to the incomes of assisted households, including their monthly rent or mortgage payments, and the sales prices of owner- occupied Assisted Un its. 4.5 Projects funded by the Housing Trust Fund shall be dispersed throughout the County, with the exception of the Otter Tail County HRA Special Benefit Levy. In the case where HRA Special Benefit Levy funds are deposited into the Housing Trust Fund, said funds may not be spent within the jurisdictions of the City of Perham and the City of Fergus Falls because each jurisdiction has established a housing and redevelopment authority. Section 5: TERM OF AFFORDABILITY 5.1 The minimum term of affordability for an Assisted Unit shall be fifteen (15) years. The HRA shall give preference to those projects that ensure that the Assisted Units remain Affordable for the longest period possible. 5.2 Assisted Units shall be deed-restricted to ensure long term affordability. 5.3 The HRA will enter into loan agreements with the Recipients of the Housing Trust Fund monies. Each loan agreement will clearly state the conditions and requirements for the Recipient's use of Housing Trust Fund monies, including the term of compliance, transfer or sale requirements and other requirements as specified. 5.4 In those cases where an Assisted Unit is sold or transferred prior to the expiration of the agreed-upon term, or where an Assisted Unit is no longer Affordable, the initial Recipient of assistance from the Trust Fund shall be obligated to repay to the Trust Fund the original amount of the loan or grant. 5.5 The HRA shall enforce all debt and lien instruments to the fullest extent of the law. The HRA may recommend debt settlement offers, if it is determined to be in the best interest of the Housing Trust Fund. Section 6: SEVERABILITY 6.1 If any provision of this Ordinance or the application thereof is held invalid, said invalidity does not affect other provisions or applications of the Ordinance which can be given effect without the invalid provision or application and for this purpose, the provisions of the Ordinance are severable. Section 7: EFFECTIVE DATE 7.1 This Ordinance shall be in effect from and after the date of its passage by the Otter Tail County Board of Commissioners and publication according to Minnesota Statutes. MEMORANDUM TO: Board of Commissioners CC: Zach Fjestad and Cedar Walters FROM: Chris McConn, P.E., Solid Waste Department RE: Greater MN Environmental Assistance Grant for Organics Recycling DATE: June 22nd, 2021 I. BACKGROUND The Solid Waste Department applied for a grant for $190,650 to begin an organics recycling pilot for larger waste generators and a backyard composting program for Otter Tail County residents. Budget and workplan are included for your review. II. GRANT AGREEMENT To receive the grant, the Minnesota Pollution Control Agency requires that Otter Tail County approve the attached Grant Contract via Docusign. The Solid Waste Department has reviewed the grant agreement and finds no objections. III. REQUESTED ACTION Authorize the Solid Waste Director to sign the Contract via Docusign. I:\Grants 2021\Board Materials\BOC 06222021.docx https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 1 of 4 Attachment A Workplan Greater Minnesota Grant Program SWIFT: 193444 AI: 121914 Tempo Activity ID: PRO2021001 Project title: Otter Tail County Organics Opportunities - Big and Small 1. Project Summary: Grantee: Otter Tail County Grantee contact name: Cedar Walters Title: Public Information and Education Officer Address: 1115 North Tower Road Fergus Falls, MN 56537 Phone: 218-998-8914 E-mail: cwalters@co.ottertail.mn.us Minnesota Pollution Control Agency (MPCA) contact(s): MPCA project manager: Heidi Ringhofer Title: Principal Planner Address: 520 Lafayette Rd St. Paul, MN 55155 Phone: 218-831-1234 E-mail: Heidi.ringhofer@state.mn.us Project Totals: Grant: $190,650.00 Match: $64,330.00 Project Total: $254,980.00 2. Statement of project details Otter Tail County does not have a Source Separated Organics (SSO) program. Otter Tail County will create two pilot programs – commercial/industrial and backyard composting. Otter Tail County Solid Waste will start an organics collection pilot program at schools and other large generators of organic waste by supplying participating collection sites with collection containers and materials and initiating an organics collection route. This program will allow Otter Tail County to collect a large amount of material for organics recycling from a relatively small number of collection sites, and deliver it to a Pope/Douglas composting facility located in Hoffman, MN. Otter Tail County will start a backyard composting program for residents. This is a low-cost solution to encourage residents to compost food scraps and other organic waste in backyard compost bins. To increase the number of residents using backyard composting to reduce waste, Otter Tail County will carry out a pilot program to provide residents with backyard compost bins and kitchen compost pails, along with a comprehensive educational campaign about organic waste and backyard composting. 3. Goal statement, project evaluation plan, tasks, and subtasks Goal statement: Otter Tail County estimates it will collect 200 tons of organics material for recycling from 20 sites, store it in a ventilated 30 yard container, and when full, deliver it to a Pope/Douglas composting facility. Collection sites will consist of schools, healthcare facilities and commercial sites. This will directly result in at least a 200 ton per year reduction in Municipal Solid Waste (MSW) going to either the Perham Resource Recovery Facility or landfill. This project will help Otter Tail County divert more waste, reduce greenhouse gas emissions associated with landfilling of organic material, contribute feedstock to a regional commercial https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 2 of 4 composting facility, and improve operations at the Perham Resource Recovery Facility – as wet organic waste is not an ideal feedstock for Waste-To-Energy. Through the backyard composting program, Otter Tail County will provide 500 residents with a backyard compost bin, a kitchen compost pail, an educational packet and access to free backyard compost workshops and webinars in multiple communities. Recipients of program supplies must agree to provide participation data to Otter Tail County Solid Waste for one year. Otter Tail County estimates that if 500 households sign up and compost 20 lbs. of organic waste each month, the program could divert up to 120,000 lbs. (60 tons) of material from the waste stream during a 12 month period. Project evaluation plan: Through the Organics Recycling Pilot Program, Otter Tail County estimates it can collect 200 tons of organic material for recycling by June of 2023 by initiating an organics recycling program for larger waste generators such as schools, healthcare facilities and commercial sites. To measure success, Otter Tail County will collect data on tonnage of material collected and number of collection sites during the grant reporting period. Bin audits as well as records of tipping weights will be used to evaluate collected tonnage and success of the collection program. Otter Tail County will evaluate the success of the backyard composting program through self-reported survey data gathered during the first 12 months recipients have their compost bins. Recipients must agree to fill out surveys approximately 2x/month and receive other composting and waste related information during that year, including text message reminders about surveys or backyard composting tips. While exact volumes will not be collected, number of times the kitchen pail is emptied into the bin per week and an average kitchen pail weight will be used to evaluate waste reduction and program impact. Bins and supplies not claimed after the initial program start will continue to be offered out on a rolling basis with the same participation criteria. Task 1: Purchasing and Distribution Subtask 1a: Purchase sorting tables, signage, containers, and other supplies for participating schools Subtask 1b: Purchase containers, signage and compostable supplies for other participating sites Subtask 1c: Purchase custom 30 yard roll-off container for temporary organics storage at an OTC site Subtask 1d: Order backyard compost bins and pails for backyard composting program Subtask 1e: Distribute organics collection supplies to pilot participants Timeframe: August 2021 – March 31, 2023 Task 2: Education & Onboarding Subtask 2a: Create educational materials for schools and commercial sites Subtask 2b: Distribute educational materials to schools and commercial sites Subtask 2c: Onboarding and setup for schools and commercial sites Timeframe: August 2021 – March 31, 2023 Task 3: Pilot Program Collection Subtask 3a: Begin collection at schools and commercial site Subtask 3b: Begin Collection Route with Route Specialist or Contract Hauler Timeframe: September 2021 – June 30, 2023 Task 4: Backyard Compost Bin Distribution Program Subtask 4a: Program setup for education, tracking form and schedule activities Subtask 4b: Promote compost bin program through print, radio, and social media Subtask 4c: Host a minimum of three bin distribution events Subtask 4d: Offer compost workshops and webinars Subtask 4e: Program administration and support through various media with data tracking https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 3 of 4 Timeframe: September 2021 – June 30, 2023 Task 5: Evaluation and Reporting Subtask 5a: Time Tracking Subtask 5b: Interim Report Subtask 5c: Collection and evaluation of data Subtask 5d: Sharing Results Subtask 5e: Final Report Timeframe: August 2021-June 30, 2023 4. Anticipated environmental outcomes Otter Tail County estimates that approximately 6,000 tons out of 30,000 tons of MSW handled in Otter Tail County is organic material that could be diverted through SSO or other composting programs, based on the MPCA estimate that 18% of MSW is food waste and up to 30% is organic waste able to be composted. These estimates correlate with data from a residential waste audit carried out in winter of 2019, indicating food waste to be 26% of MSW in a residential area of Fergus Falls. Currently, no SSO material is collected in Otter Tail County, and no formal program has existed to measure waste diversion from residential backyard composting. These initial programs will increase waste diversion of organic materials from the waste stream by up to 260 tons within the grant period. Using 20% of MSW by weight able to be recovered by an initial SSO program, Otter Tail County calculated a reduction of greenhouse gas emissions of 131.19 Metric tons of carbon dioxide equivalent (MTCO2E) for the two pilot programs within the grant period. Keeping organic material out of landfills is critical for mitigating the effects of climate change. Efforts to remove SSO from the waste stream will continue to move waste up the waste hierarchy, and will create more awareness among residents of the climate impacts of waste disposal and how composting can reduce their own environmental impact. There may be economic benefits for pilot program participants, based on reduction in solid waste service fees and tipping fees for larger waste generators, or for households diverting waste through backyard composting. Cost reduction for larger waste generators based on solid waste service fees could amount to $14,000 annually spread proportionally across SSO pilot participants. In addition, disposal fees of $50/ton for SSO compared to $135 for MSW, amount to a savings of $7000 in disposal costs. It is unclear at this early stage how the reduced cost of disposal for SSO would impact those larger waste generators, and how it would be passed on to participants should the program continue past the pilot phase. Both pilot programs will result in useful data that will be used for program development or expansion. The data collected from the backyard composting program will be used to inform future rural programming for organic material – whether that be continued backyard composting, compost drop-off sites, or curbside collection in future full scale programs. In addition, removing wet organic material will improve operations at the Perham Resource Recovery Facility. Table 1: Anticipated environmental outcomes Description Estimated annual quantity before project (tons/yr) Estimated annual solid waste quantity to be prevented/reduced (tons/yr) Estimated annual quantity at end of project (tons/yr) Estimated economic savings (total dollars) Estimated greenhouse gas reduction Other Estimation Solid waste 30,000 260 29,740 Organics (primarily food waste from large waste generators, with some from 0 260 260 21,000 131.19 MTCO2E https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 4 of 4 backyard composting) Cost category Cost ($/unit) *not to exceed rate Grant funds Match Total budget School collection set up $36,000.00 $12,000.00 $48,000.00 Commercial collection set up $23,250.00 $7,750.00 $31,000.00 30 yard container and retrofit $34,000.00 $3,000.00 $37,000.00 Backyard compost bins and pails $39,000.00 $12,500.00 $51,500.00 Labor $40/hour $640.00 $640.00 Task 1 - Total $132,250.00 $35,890.00 $168,140.00 Task 2 Education & Onboarding Labor $40/hour $7,920.00 $7,920.00 Task 2 - Total $7,920.00 $7,920.00 Task 3 Pilot Program Collection Collection and tip fees $51,000.00 $51,000.00 Labor $40/hour $4,000.00 $4,000.00 Task 3 - Total $51,000.00 $4,000.00 $55,000.00 Task 4 Backyard Compost Bin Distribution Program Program Promotion $7,000.00 $7,000.00 Text messaging service $400.00 $400.00 Labor $40/hour $12,080.00 $12,080.00 Task 4 - Total $7,400.00 $12,080.00 $19,480.00 Task 5 Reporting Administration $62/hour $1,240.00 $1,240.00 Administration $40/hour $3,200.00 $3,200.00 Task 5 - Total $4,440.00 $4,440.00 Project Totals $190,650.00 $64,330.00 $254,980.00 Task 1 Purchasing & Distribution Attachment A BudgetGreater Minnesota Grant Program SWIFT Contract No. 193444AI: 121914Activity ID: PRO20210001 1 Grant Contract State of Minnesota SWIFT Contract number: 193444 Tempo AI: 121914 Tempo Activity ID PRO20210001 This grant contract is between the state of Minnesota, acting through its Commissioner of the Minnesota Pollution Control Agency, 520 Lafayette Road North, St. Paul, MN 55155-4194 (“MPCA” or “State”) and Otter Tail County, 1115 North Tower Road, Fergus Falls, MN 56537 ("Grantee"). Recitals 1. Under Minn. Stat. § 116.03, subd.2, and pursuant to Minn. Stat. § 115A.0716, and Minn. R. 9210.0800 - 9210.0855, the State is empowered to enter into this grant. 2. The State is in need of the Otter Tail County Organics Opportunities – Big and Small Project (Project). 3. Grantee will comply with required grants management policies and procedures set forth through Minn.Stat.§16B.97, subd. 4 (a) (1). 4. The Grantee represents that it is duly qualified and agrees to perform all services described in this grant contract to the satisfaction of the State. Pursuant to Minn.Stat.§16B.98, subd.1, the Grantee agrees to minimize administrative costs as a condition of this grant. Grant Contract 1. Term of Grant Contract 1.1 Effective Date. July 1, 2021, Per Minn. Stat.§16B.98, Subd. 5, the Grantee must not begin work until this grant contract is fully executed and the State's Authorized Representative has notified the Grantee that work may commence. Per Minn.Stat.§16B.98 Subd. 7, no payments will be made to the Grantee until this grant contract is fully executed. 1.2 Expiration Date. June 30, 2023, or until all obligations have been satisfactorily fulfilled, whichever occurs first. 1.3 Survival of Terms. The following clauses survive the expiration or cancellation of this grant contract: Liability; State Audits; Government Data Practices and Intellectual Property; Publicity and Endorsement; Governing Law, Jurisdiction, and Venue; and Data Disclosure. 2. Grantee’s Duties The Grantee, who is not a state employee, will perform the duties specified in Attachment A which is attached and incorporated into this grant contract. 3. Time The Grantee must comply with all the time requirements described in this grant contract. In the performance of this grant contract, time is of the essence. 4. Consideration and Payment 4.1 Consideration. The State will pay for all services performed by the Grantee under this grant contract as follows: (a) Compensation. The Grantee will be paid according to the breakdown of costs contained in Attachment A, which is attached and incorporated into this grant contract. Grantee certifies they will provide no less than 25% (twenty- five percent) of the total grant amount as cash match or in-kind services. DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 2 (b) Grantee Commitment to Financing. Grantee shall ensure that sufficient funding is available to the project to assure its satisfactory completion. Grantee shall not reduce the monetary amount it has committed to the project through its own or other funds without written consent of the MPCA. Grantee shall bear the sole responsibility for cost overruns in completing this project. (c) Travel Expenses. Reimbursement for travel and subsistence expenses actually and necessarily incurred by the Grantee as a result of this grant contract will not exceed the total amount set forth in travel expense section of the detailed Budget section of Attachment A, which is attached and incorporated into this Contract; provided that the Grantee will be reimbursed for travel and subsistence expenses in the same manner and in no greater amount than provided in the current "Commissioner’s Plan” promulgated by the Commissioner of Minnesota Management and Budget (MMB). The Grantee will not be reimbursed for travel and subsistence expenses incurred outside Minnesota unless it has received the State’s prior written approval for out of state travel. Minnesota will be considered the home state for determining whether travel is out of state. (d) Total Obligation. The total obligation of the State for all compensation and reimbursements to the Grantee under this grant contract will not exceed $190,650.00 (One Hundred Ninety Thousand Six Hundred Fifty Dollars and Zero Cents). 4.2 Payment (a) Invoices. The State will promptly pay the Grantee after the Grantee presents an itemized invoice for the services actually performed and the State’s Authorized Representative accepts the invoiced services. Invoices must be submitted timely and according to the following schedule: monthly or at least quarterly. The MPCA shall withhold a minimum of 10% (ten percent) of the grant award, until the MPCA is satisfied that the project has been completed according to the terms of this grant agreement, including expenditure or performance of all required match. Invoices must be emailed to mpca.ap@state.mn.us, and contain the following information: Name of Grantee Grantee project manager Grant amount Withholding amount Grant amount available to date Invoice number Invoice date MPCA project manager SWIFT Contract No. Invoicing period (actual working period) Subcontractor costs; invoices may be requested Time and material breakdown of invoice. Amount billed to date for work, including itemization of actual hourly rates Receipts for supplies, shipping, lab fees, and any other itemized costs Itemized per diem expenses; receipts may be requested to be submitted with invoice Matching fund summary Other items as requested DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 3 If there is a problem with submitting an invoice electronically, please contact the Accounts Payable Unit at 651-757-2491. The Grantee shall submit an invoice for the final payment within 15 (fifteen) days of the original or amended end date of this grant contract. The State reserves the right to review submitted invoices after 15 (fifteen) days and make a determination as to payment. (b) Unexpended Funds. The Grantee must promptly return to the State any unexpended funds that have not been accounted for annually in a financial report to the State due at grant closeout. 4.3 Contracting and Bidding Requirements Per Minn. Stat. §471.345, grantees that are municipalities as defined in Subd. 1 must follow the law. (a) For projects that include construction work of $25,000 or more, prevailing wage rules apply per Minn. Stat. §§177.41 through 177.44. These rules require that the wages of laborers and workers should be comparable to wages paid for similar work in the community as a whole. (b) The grantee must not contract with vendors who are suspended or debarred in MN: http://www.mmd.admin.state.mn.us/debarredreport.asp 5. Conditions of Payment All services provided by the Grantee under this grant contract must be performed to the State’s satisfaction, as determined at the sole discretion of the State’s Authorized Representative and in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal, state, or local law. 6. Authorized Representative The State’s Authorized Representative and MPCA Project Manager for this project is Heidi Ringhofer, 520 Lafayette Road North, St. Paul, MN 55155, 218-831-1234, heidi.ringhofer@state.mn.us, or successor, and has the responsibility to monitor the Grantee’s performance and the authority to accept the services provided under this grant contract. If the services are satisfactory, the MPCA’s Project Manager will certify acceptance of each invoice submitted for payment. The Grantee’s Authorized Representative is Chris McConn, 1115 North Tower Road, Fergus Falls, MN 56537, 218-998-8904, cmcconn@co.ottertail.mn.us, or successor. The Grantee’s Project Manager is Cedar Walters, 1115 North Tower Road, Fergus Falls, MN 56537, 218-998- 8914, cwalters@co.ottertail.mn.us, or successor. If the Grantee’s Authorized Representative or Project Manager changes at any time during this grant contract, the Grantee must immediately notify the State. 7. Assignment, Amendments, Change Orders, Waiver, and Grant Contract Complete 7.1 Assignment. The Grantee shall neither assign nor transfer any rights or obligations under this grant contract without the prior written consent of the State, approved by the same parties who executed and approved this grant contract, or their successors in office. DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 4 7.2 Amendments. Any amendments to this grant contract must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original grant contract, or their successors in office. 7.3 Change Orders. If the State's Project Manager or the Grantee’s Authorized Representative identifies a change needed in the workplan and/or budget, either party may initiate a Change Order using the Change Order Form provided by the MPCA. Change Orders may not delay or jeopardize the success of the Project, alter the overall scope of the Project, increase or decrease the overall amount of the Contract, or cause an extension of the term of this Contract. Major changes require an Amendment rather than a Change Order. The Change Order Form must be approved and signed by the State's Project Manager and the Grantee’s Authorized Representative in advance of doing the work. Documented changes will then become an integral and enforceable part of the Contract. The MPCA has the sole discretion on the determination of whether a requested change is a Change Order or an Amendment. The state reserves the right to refuse any Change Order requests. 7.4 Waiver. If the State fails to enforce any provision of this grant contract, that failure does not waive the provision or the State’s right to enforce it. 7.5 Grant Contract Complete. This grant contract contains all negotiations and contracts between the State and the Grantee. No other understanding regarding this grant contract, whether written or oral, may be used to bind either party. 8. Liability The Grantee must indemnify, save, and hold the State, its agents, and employees harmless from any claims or causes of action, including attorney’s fees incurred by the State, arising from the performance of this grant contract by the Grantee or the Grantee’s agents or employees. This clause will not be construed to bar any legal remedies the Grantee may have for the State's failure to fulfill its obligations under this grant contract. 9. State Audits Under Minn. Stat. § 16B.98, subd.8, the Grantee’s books, records, documents, and accounting procedures and practices of the Grantee or other party relevant to this grant contract or transaction are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this grant contract, receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later. 10. Government Data Practices and Intellectual Property DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 5 10.1 Government Data Practices. The Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. ch. 13, as it applies to all data provided by the State under this grant contract, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this grant contract. The civil remedies of Minn. Stat. §13.08 apply to the release of the data referred to in this clause by either the Grantee or the State. If the Grantee receives a request to release the data referred to in this Clause, the Grantee must immediately notify the State. The State will give the Grantee instructions concerning the release of the data to the requesting party before the data is released. The Grantee’s response to the request shall comply with applicable law. 10.2 Treatment of Data. All data (information) related to this project and contract that is maintained by the MPCA is public unless the Minnesota Data Practices Act, Minn. Stat. ch. 13, or other applicable state or federal law provides otherwise. Grantee shall use its best efforts to provide all information required to be submitted to MPCA in a form which can be released as public information. Grantee shall use its best efforts to prepare reports and other information without disclosing trade secret or sales information. If Grantee determines that it must disclose trade secret or sales information and Grantee wishes to keep that information from being subject to disclosure under the law, Grantee shall do the following: 1. In its report, Grantee shall segregate all information Grantee believes to not be subject to disclosure under the law from all other information. 2. Grantee shall submit a written request for the information to be treated as not subject to disclosure under the law, citing the reasons for such treatment. Grantee shall submit the request to the MPCA at the same time it submits the report containing the information in question. The MPCA shall not consider a request to treat data as not subject to disclosure under the law unless it is made in accordance with the above two requirements. If a request is made in accordance with the above requirements, the MPCA shall promptly determine whether the information qualifies for nonpublic or private data treatment under Minn. Stat. §§ 13.37 and 115A.06. If the MPCA determines that the information may be treated as nonpublic or private data, the MPCA shall use its best efforts to treat the information accordingly. 10.3 Intellectual Property Rights. (a) Intellectual property rights. All rights, title, and interest in all of the intellectual property rights, including copyrights, patents, trade secrets, trademarks, and service marks in the Works and Documents created and paid for under this Grant shall be jointly owned by the Grantee and the State. Works means all inventions, improvements, discoveries (whether or not patentable), databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, and disks conceived, reduced to practice, created or originated by the Grantee, its employees, agents, and Contractors, either individually or jointly with others in the performance of this grant contract. Works include “Documents.” Documents are the originals of any databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, disks, or other materials, whether in tangible or electronic forms, prepared by the Grantee, its employees, agents, or subcontractors, in the performance of this grant contract. The ownership interests of the State and the Grantee in the Works and Documents shall equal the ratio of each party’s contributions to the total costs described in the budget of this grant contract, except that the State’s ownership interests in the Works and Documents shall not be less than fifty percent (50%). The party’s ownership interest in the Works and Documents shall not be reduced by any royalties or revenues received from the sale of the products or the licensing or other activities arising from the use of the Works and Documents. Each party hereto shall, at the request of the other, execute all papers and perform DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 6 all other acts necessary to transfer or record the appropriate ownership interests in the Works and Documents. (b) Obligations. (1) Notification. Whenever any invention, improvement, or discovery (whether or not patentable) is made or conceived for the first time or actually or constructively reduced to practice by the Grantee, including its employees and subcontractors, in the performance of this grant contract, the Grantee shall immediately give the State’s Authorized Representative written notice thereof, and must promptly furnish the Authorized Representative with complete information and/or disclosure therein. All decisions regarding the filing of patent, copyright, trademark or service mark applications and/or registrations shall be the joint decision of the Grantee and the State, and costs for such applications shall be divided as agreed by the parties at the time of the filing decisions. In the event the parties cannot agree on said filing decisions, the filing decision will be made by the State. (2) Representation. The Grantee must perform all acts, and take all steps necessary to ensure that all intellectual property rights in the Works and Documents are the sole property of the Grantee and State as agreed herein, and that neither Grantee nor its employees, agents, or subcontractors retain any interest in and to the Works and Documents. The Grantee represents and warrants that the Works and Documents do not and will not infringe upon any intellectual property rights of other persons or entities. Notwithstanding Clause Liability, the Grantee shall indemnify, defend, to the extent permitted by the Attorney General, and hold harmless the State, at the Grantee’s expense, from any action or claim brought against the State to the extent that it is based on a claim that all or part of the Works or Documents infringe upon the intellectual property rights of others. The Grantee will be responsible for payment of any and all such claims, demands, obligations, liabilities, costs, and damages, including, but not limited to, attorney fees. If such a claim or action arises or in Grantee’s or the State’s opinion is likely to arise, the Grantee must, at the State’s discretion, either procure for the State the right or license to use the intellectual property rights at issue or replace or modify the allegedly infringing Works or Documents as necessary and appropriate to obviate the infringement claim. This remedy of the State will be in addition to and not exclusive of other remedies provided by law. (3) License. The State hereby grants a limited, no-fee, noncommercial license to the Grantee to enable the Grantee’s employees engaged in research and scholarly pursuits to make, have made, reproduce, modify, distribute, perform, and otherwise use the Works, including Documents, for research activities or to publish in scholarly or professional journals, provided that any existing or future intellectual property rights in the Works or Documents (including patents, licenses, trade or service marks, trade secrets, or copyrights) are not prejudiced or infringed upon, that the Minnesota Data Practices Act is complied with, and that individual rights to privacy are not violated. The Grantee shall indemnify and hold harmless the State for any claim or action based on the Grantee’s use of the Works or Documents under the provisions of Clause 10.3 (b)(2). Said license is subject to the State’s publicity and acknowledgement requirements set forth in this grant contract. The Grantee may reproduce and retain a copy of the Documents for research and academic use. The Grantee is responsible for security of the Grantee’s copy of the Documents. A copy of any articles, materials or documents produced by the Grantee’s employees, in any form, using or derived from the subject matter of this license, shall be promptly delivered without cost to the State. (c) Reversion of Rights. All rights or title to any intellectual property arising from the performance of the project that are vested in Grantee shall revert to the State under any of the following circumstances unless Grantee repays to the State those funds provided by the State under this DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 7 grant contract within ninety (90) days of receipt of a notice in writing from the State of a claim under this paragraph: (1) Grantee fails or is unable to market in Minnesota a product, process or service resulting from the project successfully within one year of the expiration of this grant contract, unless Grantee is continuing to make good faith efforts to bring the product, process or service to market; or (2) Grantee dissolves, becomes inoperative or abandons the intellectual property resulting from the project; Grantee shall execute all documents necessary for the reversion and transfer of ownership of the intellectual property rights to the State. (d) Damages. If Grantee acts in a manner inconsistent with Clause 10.3.a-c., the State may seek damages from Grantee. This clause is not intended to stand in lieu of any other remedy the State may have for breach of grant contract of this or any other term of this grant contract. 11. Workers’ Compensation The Grantee certifies that it is in compliance with Minn. Stat. §176.181, subd. 2, pertaining to workers’ compensation insurance coverage. The Grantee’s employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers’ Compensation Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the State’s obligation or responsibility. 12. Publicity and Endorsement 12.1 Publicity. Any publicity regarding the subject matter of this grant contract must identify the State as the sponsoring agency and must not be released without prior written approval from the State’s Authorized Representative. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Grantee individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this grant contract. All projects primarily funded by state grant appropriations must publicly credit the State of Minnesota, including on the grantee’s website when practicable. 12.2 Endorsement. The Grantee must not claim that the State endorses its products or services. 13. Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice-of-law provisions, governs this grant contract. Venue for all legal proceedings out of this grant contract, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 14. Termination 14.1 Termination by the State. The State may immediately terminate this grant contract with or without cause, upon 30 days’ written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 14.2 Termination for Cause. The State may immediately terminate this grant contract if the State finds that there has been a failure to comply with the provisions of this grant contract, that reasonable progress has not been made or that the purposes for which the funds were granted have not been or will not be fulfilled. The State may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. 14.3 Termination for Insufficient Funding. The State may immediately terminate this grant contract if: DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 8 (a) It does not obtain funding from the Minnesota Legislature. (b) Or, if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the Grantee. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the contract is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. The State must provide the Grantee notice of the lack of funding within a reasonable time of the State’s receiving that notice. 15. Data Disclosure Under Minn. Stat. § 270C.65, subd. 3, and other applicable law, the Grantee consents to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state tax laws which could result in action requiring the Grantee to file state tax returns and pay delinquent state tax liabilities, if any. To protect Grantee’s personal data, Grantee is strongly encouraged to obtain and use a Minnesota tax identification number. 16. Permits and Approvals The Grantee and Grantee’s agents shall obtain all federal, state and local permits, licenses and authorizations necessary to implement and operate the project. 17. Equipment (if applicable) The Grantee must use equipment purchased under this contract for as long as it is needed for the project and must not encumber the equipment. If Grantee ceases to use any equipment purchased for the project under this contract during the term of this contract, Grantee must sell the equipment for fair market value and reimburse the State seventy-five percent (75%) of the sale proceeds or, if the State’s commitment of funding to the project is less than seventy-five percent (75%), and any MPCA-approved changes or amendments thereto, reimburse the State the percentage of the sale proceeds that equal the State’s commitment of funding to the project. If the equipment cannot be sold, Grantee must obtain MPCA’s prior written approval for appropriate disposition of the equipment. 18. Reporting Requirements All reporting must be provided to the MPCA Authorized Representative. All reports must be electronically submitted and must follow the format of the Continual Tracking Report, provided by the MPCA, which incorporates the approved project workplan and budget. 18.1 Monthly Reports. The Grantee shall, if requested by the MPCA Authorized Representative, provide an oral or written monthly update on the progress of the project. These requested updates may require such information as tasks accomplished, financial expenditures, and other information deemed necessary by the MPCA Authorized Representative. 18.2 Interim Report. By the date specified in the project workplan, the Grantee shall prepare an interim report to the satisfaction of the MPCA Authorized Representative summarizing the status of the project and expenditures to date, including workplan tasks completed, status of timelines, interim DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 9 results achieved, difficulties encountered in implementing the project, solutions considered or implemented to resolve those difficulties (Lessons Learned), and any project workplan and budget change orders/amendments. The Interim Report shall also summarize all expenses incurred to date in completing workplan tasks including labor, equipment, materials, travel and other expenses outlined in the project workplan and budget. The Interim Report shall indicate the actual out-of-pocket cash and in-kind expenditures of the Grantee and the number of hours of labor performed pursuant to this contract. The Interim Report shall not be approved by the MPCA unless the report contains the above information to the satisfaction of the MPCA. 18.3 Final Report and Executive Project Summary Final Report. By the date specified in the project workplan, Grantee shall submit a final report to the MPCA. The Final Report shall describe, in detail, the history of and conclusions reached from implementing the project, the technical and economic feasibility of the project, and the total expenses incurred in implementing the project. If the project is terminated prior to the scheduled completion, the Final Report shall also discuss the conclusions that led to the termination of the project, results achieved on all tasks completed and recommendations on how these results could be used in future projects. If the MPCA determines that the information submitted in the Final Report is inadequate, the Grantee shall prepare and submit additional information reasonably requested by the MPCA. The Final Report shall not be approved by the MPCA and final payment shall not be disbursed unless the Report contains the specified information to the satisfaction of the MPCA. Executive Project Summary. At the same time the Final Report is submitted, the Grantee must also submit a summary of the project and its results. This Executive Project Summary will be used in reports and to disseminate information on the outcomes and environmental benefits of the project. Signatures Title Name Signature Date \t1\ \n1\ \s1\ \d1\ \t2\ \n2\ \s2\ \d2\ \t3\ \n3\ \s3\ \d3\ DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Julianne LaClair June 4, 2021Encumbrance Verification Chris McConnDirector of Solid Waste Grant Contract Agreement template for Competitively awarded, single/sole source, or formula grant process to Municipality FY21: Updated June 2020 10 \t4\ \n4\ \s4\ \d4\ \t5\ \n5\ \s5\ \d5\ \t6\ \n6\ \s6\ \d6\ Admin ID \a1\ DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 1 of 4 Attachment A Workplan Greater Minnesota Grant Program SWIFT: 193444 AI: 121914 Tempo Activity ID: PRO2021001 Project title: Otter Tail County Organics Opportunities - Big and Small 1. Project Summary: Grantee: Otter Tail County Grantee contact name: Cedar Walters Title: Public Information and Education Officer Address: 1115 North Tower Road Fergus Falls, MN 56537 Phone: 218-998-8914 E-mail: cwalters@co.ottertail.mn.us Minnesota Pollution Control Agency (MPCA) contact(s): MPCA project manager: Heidi Ringhofer Title: Principal Planner Address: 520 Lafayette Rd St. Paul, MN 55155 Phone: 218-831-1234 E-mail: Heidi.ringhofer@state.mn.us Project Totals: Grant: $190,650.00 Match: $64,330.00 Project Total: $254,980.00 2. Statement of project details Otter Tail County does not have a Source Separated Organics (SSO) program. Otter Tail County will create two pilot programs – commercial/industrial and backyard composting. Otter Tail County Solid Waste will start an organics collection pilot program at schools and other large generators of organic waste by supplying participating collection sites with collection containers and materials and initiating an organics collection route. This program will allow Otter Tail County to collect a large amount of material for organics recycling from a relatively small number of collection sites, and deliver it to a Pope/Douglas composting facility located in Hoffman, MN. Otter Tail County will start a backyard composting program for residents. This is a low-cost solution to encourage residents to compost food scraps and other organic waste in backyard compost bins. To increase the number of residents using backyard composting to reduce waste, Otter Tail County will carry out a pilot program to provide residents with backyard compost bins and kitchen compost pails, along with a comprehensive educational campaign about organic waste and backyard composting. 3. Goal statement, project evaluation plan, tasks, and subtasks Goal statement: Otter Tail County estimates it will collect 200 tons of organics material for recycling from 20 sites, store it in a ventilated 30 yard container, and when full, deliver it to a Pope/Douglas composting facility. Collection sites will consist of schools, healthcare facilities and commercial sites. This will directly result in at least a 200 ton per year reduction in Municipal Solid Waste (MSW) going to either the Perham Resource Recovery Facility or landfill. This project will help Otter Tail County divert more waste, reduce greenhouse gas emissions associated with landfilling of organic material, contribute feedstock to a regional commercial DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 2 of 4 composting facility, and improve operations at the Perham Resource Recovery Facility – as wet organic waste is not an ideal feedstock for Waste-To-Energy. Through the backyard composting program, Otter Tail County will provide 500 residents with a backyard compost bin, a kitchen compost pail, an educational packet and access to free backyard compost workshops and webinars in multiple communities. Recipients of program supplies must agree to provide participation data to Otter Tail County Solid Waste for one year. Otter Tail County estimates that if 500 households sign up and compost 20 lbs. of organic waste each month, the program could divert up to 120,000 lbs. (60 tons) of material from the waste stream during a 12 month period. Project evaluation plan: Through the Organics Recycling Pilot Program, Otter Tail County estimates it can collect 200 tons of organic material for recycling by June of 2023 by initiating an organics recycling program for larger waste generators such as schools, healthcare facilities and commercial sites. To measure success, Otter Tail County will collect data on tonnage of material collected and number of collection sites during the grant reporting period. Bin audits as well as records of tipping weights will be used to evaluate collected tonnage and success of the collection program. Otter Tail County will evaluate the success of the backyard composting program through self-reported survey data gathered during the first 12 months recipients have their compost bins. Recipients must agree to fill out surveys approximately 2x/month and receive other composting and waste related information during that year, including text message reminders about surveys or backyard composting tips. While exact volumes will not be collected, number of times the kitchen pail is emptied into the bin per week and an average kitchen pail weight will be used to evaluate waste reduction and program impact. Bins and supplies not claimed after the initial program start will continue to be offered out on a rolling basis with the same participation criteria. Task 1: Purchasing and Distribution Subtask 1a: Purchase sorting tables, signage, containers, and other supplies for participating schools Subtask 1b: Purchase containers, signage and compostable supplies for other participating sites Subtask 1c: Purchase custom 30 yard roll-off container for temporary organics storage at an OTC site Subtask 1d: Order backyard compost bins and pails for backyard composting program Subtask 1e: Distribute organics collection supplies to pilot participants Timeframe: August 2021 – March 31, 2023 Task 2: Education & Onboarding Subtask 2a: Create educational materials for schools and commercial sites Subtask 2b: Distribute educational materials to schools and commercial sites Subtask 2c: Onboarding and setup for schools and commercial sites Timeframe: August 2021 – March 31, 2023 Task 3: Pilot Program Collection Subtask 3a: Begin collection at schools and commercial site Subtask 3b: Begin Collection Route with Route Specialist or Contract Hauler Timeframe: September 2021 – June 30, 2023 Task 4: Backyard Compost Bin Distribution Program Subtask 4a: Program setup for education, tracking form and schedule activities Subtask 4b: Promote compost bin program through print, radio, and social media Subtask 4c: Host a minimum of three bin distribution events Subtask 4d: Offer compost workshops and webinars Subtask 4e: Program administration and support through various media with data tracking DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 3 of 4 Timeframe: September 2021 – June 30, 2023 Task 5: Evaluation and Reporting Subtask 5a: Time Tracking Subtask 5b: Interim Report Subtask 5c: Collection and evaluation of data Subtask 5d: Sharing Results Subtask 5e: Final Report Timeframe: August 2021-June 30, 2023 4. Anticipated environmental outcomes Otter Tail County estimates that approximately 6,000 tons out of 30,000 tons of MSW handled in Otter Tail County is organic material that could be diverted through SSO or other composting programs, based on the MPCA estimate that 18% of MSW is food waste and up to 30% is organic waste able to be composted. These estimates correlate with data from a residential waste audit carried out in winter of 2019, indicating food waste to be 26% of MSW in a residential area of Fergus Falls. Currently, no SSO material is collected in Otter Tail County, and no formal program has existed to measure waste diversion from residential backyard composting. These initial programs will increase waste diversion of organic materials from the waste stream by up to 260 tons within the grant period. Using 20% of MSW by weight able to be recovered by an initial SSO program, Otter Tail County calculated a reduction of greenhouse gas emissions of 131.19 Metric tons of carbon dioxide equivalent (MTCO2E) for the two pilot programs within the grant period. Keeping organic material out of landfills is critical for mitigating the effects of climate change. Efforts to remove SSO from the waste stream will continue to move waste up the waste hierarchy, and will create more awareness among residents of the climate impacts of waste disposal and how composting can reduce their own environmental impact. There may be economic benefits for pilot program participants, based on reduction in solid waste service fees and tipping fees for larger waste generators, or for households diverting waste through backyard composting. Cost reduction for larger waste generators based on solid waste service fees could amount to $14,000 annually spread proportionally across SSO pilot participants. In addition, disposal fees of $50/ton for SSO compared to $135 for MSW, amount to a savings of $7000 in disposal costs. It is unclear at this early stage how the reduced cost of disposal for SSO would impact those larger waste generators, and how it would be passed on to participants should the program continue past the pilot phase. Both pilot programs will result in useful data that will be used for program development or expansion. The data collected from the backyard composting program will be used to inform future rural programming for organic material – whether that be continued backyard composting, compost drop-off sites, or curbside collection in future full scale programs. In addition, removing wet organic material will improve operations at the Perham Resource Recovery Facility. Table 1: Anticipated environmental outcomes Description Estimated annual quantity before project (tons/yr) Estimated annual solid waste quantity to be prevented/reduced (tons/yr) Estimated annual quantity at end of project (tons/yr) Estimated economic savings (total dollars) Estimated greenhouse gas reduction Other Estimation Solid waste 30,000 260 29,740 Organics (primarily food waste from large waste generators, with some from 0 260 260 21,000 131.19 MTCO2E DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats p-f2-27-2f-fy21 • 1/15/21 Page 4 of 4 backyard composting) DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Cost category Cost ($/unit) *not to exceed rate Grant funds Match Total budget School collection set up $36,000.00 $12,000.00 $48,000.00 Commercial collection set up $23,250.00 $7,750.00 $31,000.00 30 yard container and retrofit $34,000.00 $3,000.00 $37,000.00 Backyard compost bins and pails $39,000.00 $12,500.00 $51,500.00 Labor $40/hour $640.00 $640.00 Task 1 - Total $132,250.00 $35,890.00 $168,140.00 Task 2 Education & Onboarding Labor $40/hour $7,920.00 $7,920.00 Task 2 - Total $7,920.00 $7,920.00 Task 3 Pilot Program Collection Collection and tip fees $51,000.00 $51,000.00 Labor $40/hour $4,000.00 $4,000.00 Task 3 - Total $51,000.00 $4,000.00 $55,000.00 Task 4 Backyard Compost Bin Distribution Program Program Promotion $7,000.00 $7,000.00 Text messaging service $400.00 $400.00 Labor $40/hour $12,080.00 $12,080.00 Task 4 - Total $7,400.00 $12,080.00 $19,480.00 Task 5 Reporting Administration $62/hour $1,240.00 $1,240.00 Administration $40/hour $3,200.00 $3,200.00 Task 5 - Total $4,440.00 $4,440.00 Project Totals $190,650.00 $64,330.00 $254,980.00 Task 1 Purchasing & Distribution Attachment A BudgetGreater Minnesota Grant Program SWIFT Contract No. 193444AI: 121914Activity ID: PRO20210001 DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 Attachment A Budget DocuSign Envelope ID: 94ECA8CB-F09C-43AC-99B8-31CA46FA98A1 OTTER TAIL COUNTY – MINNESOTA COUNCIL ON LOCAL RESULTS & INNOVATION 2021 STANDARD MEASURES FOR COUNTIES 2 TABLE OF CONTENTS 1.0 Public Safety Minnesota Return A Crime Rates ...................................................................................................... 4 Deputy Response Time...................................................................................................................... 4 Total number of accidents that occur on CSAH/County/Township Roads ........................................ 4 2.0 Probation/Corrections % of adult offenders with a new felony conviction within 3 years ...................................................... 5 3.0 Public Works Hours to plow complete system during a snow event ........................................................................ 5 Average county pavement condition rating ........................................................................................ 5 Average Bridge Sufficiency Rating .................................................................................................... 5 4.0 Public Health/Social Services General life expectancy...................................................................................................................... 5 Tobacco and Alcohol Use .................................................................................................................. 5 Percentage of low birth‐weight births ................................................................................................. 5 Workforce participation rate among MFIP and DWP recipients ........................................................ 6 % of children - recurrence of maltreatment within 12 months ............................................................ 6 Child Support Program Cost Effectiveness........................................................................................ 6 Per Capita Cost Report ...................................................................................................................... 6 5.0 Property Records, Valuation, Assessment Level of assessment ratio .................................................................................................................. 7 Turn‐around time: Recording/indexing/returning real estate documents .......................................... 7 6.0 Elections Accuracy of post‐election audit .......................................................................................................... 7 7.0 Veterans Services Dollars brought into county for veterans' benefits Federal and State dollars .................................... 7 Percentage of veterans receiving federal benefits ............................................................................. 8 8.0 Parks, Libraries Number of annual visits per 1,000 residents...................................................................................... 8 9.0 Budget, Financial Bond rating ......................................................................................................................................... 8 Debt service levy per capita; outstanding debt per capita ................................................................. 8 10.0 Environmental Recycling percentage Available in the SCORE report ....................................................................... 8 Amount of hazardous household waste and electronics collected .................................................... 9 11.0 Resolution Otter Tail County Resolution No. 2020-47: Statewide Performance Measures ............................... 10 3 1.0 PUBLIC SAFETY Crime Reporting System ORI: MN0560000 Agency: Otter Tail County Sheriff Minnesota Return A Report Period: 01/01/2020 - 12/31/2020 Report Date: 6/10/2021 Population: 34,533 Offenses and Clearances by Classification Offense Classification Offenses Reported or Known Offenses Unfounded Total Actual Offenses Crime Rate per 100,000 Cleared by Arrest or Exceptional Means Cleared Involving only Under 18 Years Old Murder & Nonnegligent Manslaughter Totals 0 0 0 0 0 0 Manslaughter by Negligence Totals 0 0 0 0 0 0 Rape Completed 8 0 8 23 9 0 Attempted 0 0 0 0 0 0 Totals 8 0 8 23 9 0 Robbery Firearm 0 0 0 0 0 0 Knife or Cutting Instrument 0 0 0 0 0 0 Other Weapon 0 0 0 0 0 0 Strong Arm (hands, fist, feet, etc.) 0 0 0 0 0 0 Totals 0 0 0 0 0 0 Assault Firearm 5 0 5 14 4 0 Knife or Cutting Instrument 3 0 3 9 2 1 Other Weapon 2 0 2 6 2 0 Hands, Fist, Feet, etc. (aggravated injury) 7 0 7 20 6 0 Totals 17 0 17 49 14 1 Burglary Forcible Entry 34 0 34 98 7 0 Unlawful Entry (no force) 21 0 21 61 6 0 Attempted Forcible Entry 1 0 1 3 0 0 Totals 56 0 56 162 13 0 Larceny-theft Totals 136 0 136 394 13 2 Motor Vehicle Theft Autos 13 0 13 38 7 1 Trucks & Buses 5 0 5 14 0 0 Other Vehicles 0 0 0 0 0 0 Totals 18 0 18 52 7 1 Arson Totals 2 0 2 6 2 0 Human Trafficking - Commercial Sex Acts Totals 0 0 0 0 0 0 Human Trafficking - Involuntary Servitude Totals 0 0 0 0 0 0 Part I Totals 237 0 237 686 58 4 Part II Offenses Other Assaults (simple, not aggravated) 54 0 54 156 30 2 Forgery & Counterfeiting 5 0 5 14 1 0 Fraud 42 0 42 122 18 1 Embezzlement 0 0 0 0 0 0 Stolen Property (buy, receive, possess) 7 0 7 20 6 1 Vandalism 66 0 66 191 7 1 Weapons (carry, possess, etc.) 13 0 13 38 10 2 Prostitution & Commercialized Vice 0 0 0 0 0 0 Sex Offenses (except Rape & Prostitution) 13 0 13 38 6 1 Drug Abuse Violations 110 0 110 319 98 6 Gambling 0 0 0 0 0 0 Family & Children 2 0 2 6 2 1 Driving Under the Influence 118 0 118 342 116 2 Liquor Laws 13 0 13 38 13 3 Drunkenness - MN statute repealed 1971 0 0 0 0 0 0 4 Disorderly Conduct 11 0 11 32 8 0 Vagrancy 0 0 0 0 0 0 All Other Offenses (except traffic) 90 0 90 261 83 6 Suspicion - not a crime in MN 0 0 0 0 0 0 Part II Totals 544 0 544 1,575 398 26 Curfew & Loitering (persons under 18) 0 0 0 0 0 0 Runaways (persons under 18) 0 0 0 0 0 0 Grand Totals 781 0 781 2,262 456 30 Deputy Response Time: Time it takes on top‐priority calls from dispatch to the first officer on scene Due to the size of the county1, the County has not established deputy response time parameters. The Sheriff’s Office assigns deputies to areas to ensure prompt response to law enforcement calls Total Number of Accidents: Total number of accidents that occur on County State Aid Highways, County Roads and Un‐Organized Township Roads that involve fatalities and injury: Source – “Towards Zero Death” Crashes in Otter Tail County in 2020: Fatal Crashes: 6 Injury Crashes: 113 PDO Crashes: 434 Total Crashes: 553 Crashes in Otter Tail County in 2019: Fatal Crashes: 3 Injury Crashes: 180 PDO Crashes: 445 Total Crashes: 628 Crashes in Otter Tail County in 2018: Fatal Crashes: 4 Injury Crashes: 186 PDO Crashes: 447 Total Crashes: 637 Crashes in Otter Tail County in 2017: Fatal Crashes: 6 Injury Crashes: 204 PDO Crashes: 470 Total Crashes: 680 1 Geographically, Otter Tail County is the seventh (7th) largest Minnesota County. Total area is 2,225 square miles, of which 1,972 square miles are comprised of land and 252 square miles (11%) are covered by water. 5 2.0 PROBATION/CORRECTIONS – 2020 Data is unavailable. Percent of Adult Offenders with A New Felony Conviction Within 3 Years Of Discharge (MN Sentencing Guidelines Commission): Adult offenders who are placed on a formal, supervised probation to County Probation will be tracked for three years following their discharge to determine if they have a new Felony conviction in the State of Minnesota. 2014 2015 2016 2017 2018 2019 Cases Closed 103 105 94 115 165 150 Subsequent Felony Convictions 8 12 20 11 25 10 Percentage with New Felony 7.77% 11.43% 21.28% 9.57% 15.15% 6.67% 3.0 PUBLIC WORKS Hours to Plow Complete System During A Snow Event: During the 2020-2021 winter, we used 25 full time plow trucks to clear approximately 2,350 lane miles of road in 4 to 5 hours. During most events, the majority of the 2,350 miles are plowed and/or treated twice during our normal 8-hour day, which typically begins at 3:00 a.m. Average County Pavement Condition Rating: Pavement Quality/Condition Index. Provide average rating and the rating system program/type. Example, 70 rating on the Pavement Condition Index (PCI). Average PCI is 67 this represents 2019 data, no change for 2020; surveys are conducted every other year. PCI determined by use of Mn/DOT Pavement Condition survey and ICON Pavement Management System software. Average Bridge Sufficiency Rating: County records/MN Department of Transportation Average Bridge Sufficiency Rating for Otter Tail County bridges in 2020 was 90.0. 4.0 PUBLIC HEALTH/SOCIAL SERVICES General Life Expectancy (Institute for Health Metrics and Evaluation): Findings: Life expectancy at birth (years) – 2014 Gender Otter Tail County Minnesota National National Rank % Change (1980-2014) Female 82.8 82.9 81.5 333 ^2.8 Male 78.2 78.9 76.7 435 ^7.1 Tobacco and Alcohol Use (See Robert Wood Johnson Foundation’s County Health Rankings & Roadmaps): Otter Tail County Minnesota (Rank of 87 Counties) Top U.S. Performers Adult Smoking 19% 16% 16% Excessive Drinking 23% 23% 15% Alcohol-impaired Driving Deaths 24% 30% 11% 6 Physical Inactivity 24% 20% 19% Adult Obesity 32% 29% 26% Percentage of Low Birth‐Weight Births (MN Dept. of Human Services or County Health Rankings & Roadmaps): Otter Tail County 6% Minnesota (Rank of 87 Counties) 7% Top U.S. Performers 6% Workforce Self-Support Index Among MFIP and DWP Recipients: Defined as "Percent of MFIP/DWP adults working 30 or more hours per week or off cash assistance three years after baseline"; data available from MN Dept of Human Services Self-Support Index among Otter Tail County’s MFIP and DWP recipients[1]: 77.32% Source Data: DHS’s Human Services Performance Management MFIP/DWP Self-Support Index April 2019 – March 2020 Recurrence of Maltreatment Within 12 Months: The most current 12 months of reporting from the MN Department of Human Services – Human Services Performance Management is the calendar year 2019, the percentage of children with a substantiated maltreatment report who do not experience a repeat substantiated maltreatment report within 12 months: 90.7% The Minnesota Department of Human Service’s Child Welfare Dashboard defines this measure as: Of all children who were victims of a substantiated maltreatment report during a 12-month reporting period, the percent who were not victims of another substantiated maltreatment report within 12 months of their initial report. Why is this measure important? County social services should increase the likelihood that children are safe from abuse and neglect. When a maltreatment determination is made, there is a heightened responsibility of the county to mitigate the threat of future harm to children. A repeat maltreatment determination indicates that the risk of the child has been fully mitigated. Child Support Program Cost Effectiveness: Otter Tail County’s FFY 2020 (10/01/19 to 09/30/20) cost effectiveness was 3.68%, i.e., for every $1.00 expended, they collected $3.68 in child support from non-custodial parents. These funds were redirected to the children living with the custodial household family Per Capita Cost Report: The most current year of Human Services Cost Report available is 2019. In 2019, Otter Tail County’s human services comparative per capita cost was ranked 37th of 87 counties. Otter Tail County’s per capita cost was $2,753. Otter Tail County’s levy funds portion of this per capita cost was $164 or 5.95% of the total overall costs. In other words, for every $100.00 spent on health and human service programs, the county expends $5.95 of county funds and county residents receive an additional $94.05 of state & federal funds In 2019, Otter Tail County’s health and human service expenditures totaled $161,772,656. Of that amount, $76,250,975 was federally funded, $74,867,890 was state funded, $9,614,181 was county funded and $1,039,610 was miscellaneous revenues. [1] MFIP stands for Minnesota Family Investment Program. DWP stands for Diversionary Work Program. 7 The Per Capita Ranking lists a county’s “Total” human services costs per capita ranking. The per capita county cost is the portion of total costs paid by the county (not funded by federal, state, or miscellaneous revenues). 5.0 PROPERTY RECORDS, VALUATION, ASSESSMENT Level of Assessment Ratio: Otter Tail County’s 2021 median sales ratios were compliant to be within the 90%-105% range except for Dunn Township residential sales located off water (82.39%). The Minnesota Department of Revenue ordered a 10% increase to the market values of all residential properties located off water in Dunn Township for noncompliance. Of the three types of assessment ratios utilized by the Minnesota Department of Revenue (DOR), our aggregate ratios were (sales period 10-1-2019 to 9-30-2020): Residential (Property Type 91) 92.82% on 1056 sales Commercial/Industrial Properties (Property Type 6) 92.38% on 21 sales Agricultural & Rural Lands (Property Type 93 – 34.5 or more) acres) 96.51% on 82 sales Turn‐Around Time (Recording/indexing/returning real estate documents): MS357.182, Subd 3 states: For calendar year 2011 and thereafter, the maximum time allowed for completion of the recording process for documents presented in recordable form will be ten business days. Instruments recorded electronically must be returned no later than five business days after receipt by the county in a recordable format. MS357.182, Subd 4 states: for calendar year 2010 and later years, at least 90 percent of all recordable instruments must be recorded and returned in compliance with the recording requirements. In 2018-2019, Otter Tail County’s turn-around time for land documents, including land transfers, has been 3 days or less. 6.0 ELECTIONS Accuracy of Post‐Election Audit: 100% accuracy based on our most recent data collected via our Post Election Review Worksheets, State General Elections, on Tuesday, November 3, 2020. Note – the next post-election audit will be conducted in November 2022. 7.0 VETERANS SERVICES - 2020 Data is unavailable. Dollars Brought into County for Veterans, Dependents and Survivors Federal and State Expenditures: Federal Expenditures FY2019 (07/01/18 through 06/30/19), Otter Tail County’s veteran population is estimated to be 4,482. Federal funds expended totaled $51.28 million, including: $27.65 million – VA medical Care; $22.37 million – Compensation & Pension; $863,000 Education/Vocational Rehabilitation; $393,000 Insurance and Indemnities. Otter Tail County ranks 12th in Federal Expenditures in the state, given the 7 Metro Counties Otter Tail County Ranks 4th in outstate MN. State Expenditures CY2019 (01/01/19 through 12/31/2019), the MN Department of Veterans Affairs’ State Soldiers Assistance Program (SSAP) allocated $72,593 to eligible veterans and dependents. Otter Tail County ranks 8th in these State expenditures, given the 7 Metro Counties Otter Tail County ranks 1st in outstate Minnesota. 8 Percentage of Veterans Receiving Federal Benefits: FY 2019 (07/01/19 through 06/30/19) Otter Tail County veteran population was estimated to be 4,482. A summary of expenditures by state indicates 2,313 “unique patients” were served. Based on this data, nearly 52% of our county veterans received treatment at a VA Care facility. FY 2018, Minnesota’s veteran population was estimated at 308,725. A summary of expenditures by state indicates 121,333 “unique patients” were served. Based on this data, an average 39% of all Minnesota county veterans received treatment at a VA Care facility. 8.0 PARKS, LIBRARIES Number of Annual Visits Per 1,000 Residents: In CY2019, the number of guests who signed the guest book at Phelps Mill Park was 4,325. Based on our county population of 58,735, the annual visit ratio per 1,000 residents is 73.6. Do to the COVID-19 pandemic the guest book was not used in 2020. It was however, observed that the Park was busier than normal as people were looking for safe outdoor activities. 9.0 BUDGET, FINANCIAL Bond Rating: S&P Global Ratings has assigned its 'AA' long-term rating to Otter Tail County, Minn.'s series 2020A general obligation (GO) bonds and to the series 2020C GO refunding bonds. S& P Global Rating also assigned its ‘AAA’ long-term rating, with negative outlook, and its ‘AA’ underlying rating, with a stable outlook, the series 2020B GO waste disposal revenue bonds. At the same time, S&P Global Ratings affirmed its ‘AA’ long-term rating and underlying rating with a stable outlook, on the County’s GO bonds outstanding. Debt Service Levy Per Capita; Outstanding Debt Per Capita: The Pay 2021 debt service levy per capita is $27.72 (Pay 2021 Levy - $1,628,289/58734 – most recent estimate). The Pay 2021 debt service levy increased $370,134 when compared to the 2020 debt service levy. The outstanding debt per capita as of December 31, 2020 is the following: o Outstanding debt requiring county levy: $17,665,000/58,734 = $300.76 o Outstanding debt paid by other revenue sources: $13,645,000/58,734 = $232.32 o Outstanding debt (issued by Otter Tail County, but technically the responsibility of the joint powers group) paid by other revenues: $25,075,000/58,734 = $426.92 o Total Outstanding Debt Per Capita as of 12/31/2020: $960.00. An increase of $144.29 Per Capita from 12/31/2019 10.0 ENVIRONMENTAL Recycling Percentage Available in The SCORE Report: Otter Tail County’s calculated recycling percentage for: 2016 was 66%. 2017 was 60%. 2018 was 69%. 2019 was 65% 2020 was 67% 9 Amount of Hazardous Household Waste and Electronics Collected (2016 to 2020): Removed from Waste Stream (in pounds) 2016 2017 2018 2019 2020 Household Hazardous Waste 161,898 147,901 149,004 179,990 161,075 Electronics 281,568 460,540 300,567 382,957 207,492 Appliances 464,280 470,600 405,380 377,560 406,400 10 STATEWIDE PERFORMANCE MEASUREMENTS COUNCIL ON LOCAL RESULTS AND INNOVATION Otter Tail County Resolution No. 2021 - WHEREAS, in 2010, the Minnesota Legislature created the Council on Local Results and Innovation; and WHEREAS, the Council on Local Results and Innovation developed a standard set of performance measures that will aid residents, taxpayers, and state and local elected officials in determining the efficacy of counties in providing services and measure residents’ opinion of those services; and WHEREAS, benefits to Otter Tail County for participation in the Minnesota Council on Local Results and Innovation’s comprehensive performance measurement program are outlined in M.S. 6.91 and includes eligibility for a reimbursement as set by State statute; and WHEREAS, any county participating in the comprehensive performance measurement program is also exempt from levy limits for taxes, if levy limits are in effect; and WHEREAS, the Otter Tail County Board has adopted and implemented at least 10 of the performance measures, as developed by the Council on Local Results and Innovation, and a system to use this information to help plan, budget, manage and evaluate programs and processes for optimal future outcomes. NOW THEREFORE LET IT BE RESOLVED THAT, Otter Tail County will continue to report the results of the performance measures to its citizenry by the end of the year through publication, direct mailing, posting on the County’s website, or through a public hearing at which the budget and levy will be discussed and public input allowed. BE IT FURTHER RESOLVED THAT, Otter Tail County will submit to the Office of the State Auditor the actual results of the performance measures adopted by the County. The motion for the adoption of the foregoing resolution was made by Commissioner __________________ and seconded by Commissioner ______________________ and, after discussion and upon a vote being taken thereon, the resolution was adopted unanimously. Adopted at Fergus Falls, MN this 22nd day of June 2021. OTTER TAIL COUNTY BOARD OF COMMISSIONERS Dated ___________________________________ By: _____________________________________________ Attest____________________________________ Leland R. Rogness, Board of Commissioners Chair Nicole Hansen, Clerk OTTER TAIL COUNTY BOARD OF COMMISSIONERS Board Retreat TUESDAY, June 29, 2021| 8:30 A.M. Bigwood Center 925 Western Avenue, Fergus Falls, MN TIME AGENDA 8:30 a.m. – 10:30 a.m. Long-Range Strategic Plan Review 10:45 a.m. – 12:00 a.m. Diversity, Equity & Inclusion Workgroup Heather Peters, Ph.D., LP, University of Minnesota Morris 12:00 p.m. – 1:00 p.m. Lunch 1:00 p.m. – 2:30 p.m. Crisis Communications Training Patrick Waletzko, Emergency Management Director Shannon Terry, Public Information Officer 2:45 p.m. – 4:15 p.m. Open Meeting Law Sonya Guggemos, MCIT, Senior Staff Counsel for Risk Control www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 9/22/17 Page 1 of 7 Animal feedlot or manure storage area permit application CSF and Interim Permit Program Doc Type: Permit Application Applicability: Use this form to obtain, modify, or extend the term of a construction short form (CSF) or interim permit. Keep a copy of this application form and all submittals for your records. After completing and signing this form, submit it and any required enclosures as instructed below: For facilities located in a delegated county, send the signed form and any enclosures to the County Feedlot Officer (CFO). All other facilities must submit this form and any enclosures to the Minnesota Pollution Control Agency (MPCA) as follows: • Scan and email the signed form and any enclosures to FeedlotSubmittal.pca@state.mn.us. • If submission via email is not possible, you can mail the signed form and any enclosures to: Attn: Feedlot Master File Staff Minnesota Pollution Control Agency 18 Wood Lake Drive SE Rochester, MN 55904 I. Permit type and reason for application Please indicate which type of feedlot permit you are applying for (choose only one): Construction Short Form Interim (correcting a pollution hazard) Please indicate the reason for the permit application (choose only one): New Permit (No existing CSF or interim permit) Permit Modification (Changes to sites with an existing CSF or interim permit) Permit Extension - Current CSF or Interim Permit number: (Work not completed prior to permit expiration) Indicate below the reason(s) the work may not be completed prior to permit expiration Estimated amount of time required to complete the work: days months Note: The length of the extension is limited to 24 months for CSF permits and 90 days for interim permits A permit extension request only requires completion of pages 1 and 6 of this application form (the remaining pages can be left blank). Note: When the notice to neighbors and property owners is applicable (page 6) the content of the notice must include the date the original permit was issued and the new proposed completion date as well as the normally required information. II. Owner’s name(s) and address(es) - (All partners of a Limited Liability Partnership (LLP) must be listed.) Primary owner – Will be used as the mailing address Additional owner – attach additional sheets as necessary Name: Duane Burke Name: Address: 12212 280th St Address: City: Sebeka State: MN City: State: Phone: 218-639-2580 Zip: 56477 Phone: Zip: Email: dmburke79@gmail.com Email: Note: The term owner includes all persons having possession, control, or title to an animal feedlot or manure storage area (including lessees or renters). All owners must be listed. Attach to this application the names, addresses, and phone numbers of all additional owners. III. Facility name and site address Contact person for day-to-day activities Site Name: Burke Dairy Inc. Name: Duane Burke Facility is a MN Ag Water Quality Certified Farm (MAWQCP) Street: 12212 280th St Complete if facility address is different than the primary owner address: City: Sebeka State: MN Street: 63581 440th St Phone: Zip: 56477 City: Wadena State: MN Cell phone: 218-639-2580 Phone: 218-639-2580 Zip: 56482 Email: dmburke79@gmail.com (General letters/notices may be sent by email where one is indicated.) Feedlot Registration Number: 111-62974 www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 9/22/17 Page 2 of 7 IV. Facility location County: Ottertail Township name: Blowers Township (26 – 71 or 101 – 168) Range (1 – 51) Section (1 – 36) ¼ Section (160 acre) (NW, NE, SW, SE) ¼ of ¼ Section (40 acre) (NW, NE, SW, SE) T 136 N R 36 W 12 SW SE V. Sensitive features 1. Is any part of the facility within 1,000 feet of any type of surface waters or tile intake? Yes No If Yes, select all types below Lake River Stream (Perennial or Intermittent) Tile Intake Pond Creek Ditch Wetland Calcareous Fen Unknown 2. Is any part of the facility located within 300 feet of a river/stream? Yes No 3. Is any part of the facility located within a delineated flood plain (100 year flood)? Yes No 4. Is any part of the facility located within designated shoreland? Yes No 5. Is any part of the facility located within 1,000 feet of a karst feature? (sinkholes, caves, disappearing springs, resurgent springs, karst windows, dry valleys, or blind valleys) Yes No If Yes, complete a. and b. below: a. Are there 4 or more sinkholes within 1,000 feet? Yes No b. Is any part of the facility within 300 feet of a known sinkhole? Yes No 6. Is any part of the facility located within 1,000 feet of the following types of wells: Yes No If Yes, select the applicable well type below: a community water supply well a well serving a public school as defined under Minn. Stat. § 120A.05 a well serving a private school excluding home school sites a well serving a licensed child care center where the well is vulnerable (Minn. R. 4720.5550, subp. 2) VI. Environmental Review (complete when construction or expansion is proposed) Mandatory environmental review is required when the addition of 1,000 or more animal units (AU) is proposed as part of the construction/expansion at any facility. The threshold when environmental review is mandatory is reduced to 500 AU when any part of the facility is located within a “sensitive area”. The facility is within a sensitive area when any of the following apply. • Any part of the facility is within a delineated floodplain (yes to question 3 above) • Any part of the facility is within designated shoreland (yes to question 4 above) • Any part of the facility is within 1,000 feet of a karst feature (yes to question 5 above) • Any part of the facility is within a vulnerable drinking water supply management area • Any part of the facility is within a federal, state, or local wild and scenic river district • Any part of the facility is located within the Minnesota River Project Riverbend area or the Mississippi headwaters area Additionally mandatory environmental review is required for “Phased actions”. Phased actions are defined under Minnesota law (Minn. R. ch. 4410) as two or more projects located in the same geographic area and constructed sequentially within three years of each other by the same proposer. When this is the case, the animal units from all projects are combined to determine if environmental review is required. The following will assist the MPCA to evaluate if your project qualifies as a “phased action”. Do you have ownership interest in another livestock operation that was constructed/expanded within the past three years or are you substantially certain you will be constructing/expanding another livestock operation within the next three years? Yes No If Yes, how far away (straight-line distance) is it located from the project proposed in this application? miles There are also rule provisions to require completion of the environmental review process in the event of a citizen petition or upon the discretion of the MPCA. Please see the MPCA fact sheet entitled “When is Environmental Review Required for Feedlots” (available on the MPCA website at https://www.pca.state.mn.us/quick-links/environmental-review and/or Minn. R. 4410 for further details. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 9/22/17 Page 3 of 7 VII. Animal numbers and animal unit (AU) calculation Complete the table below to identify the maximum number of animals housed at that facility. All animal numbers and animal sizes used to complete this table should reflect the animal holding capacity of the facility even if the facility does not currently house or propose to house that number of animals. At no time is the number of animals at the facility allowed to exceed the capacity provided below without first obtaining a permit or permit modification. Current Capacity - List the current head count capacity for each animal type in column 3 below. For sites with a permit, this should match the currently permitted number of animals. Next, multiply the AU Factor in column 2 by the number of animals listed in column 3 to get the Current AU Capacity for each animal type (column 4). Finally, add together all AU’s in column 4 to get a total at the bottom of the chart. If this application is for a brand-new feedlot site leave columns 3 and 4 blank. (ie. bare piece of ground) Final Capacity - List the final head count capacity for each animal type in column 5 below. This number should include current animals plus or minus any expansion or reduction in each animal type. This should reflect the maximum AU capacity requested with this permit application. Next, multiply the AU Factor in column 2 by the number of animals listed in column 5 to get the Final AU Capacity for each animal type (column 6). Finally, add together all AU’s in column 6 to get a total at the bottom of the chart. 1. Animal type 2. Animal unit factor Current facility capacity Final facility capacity (Current +/- Changes) 3. Head count 4. Animal units = column 2 x column 3 5. Head count 6. Animal units = column 2 x column 5 A. Dairy cattle Mature cow (milked or dry) over 1,000 lbs. 1.4 240 336 190 266 Mature cow (milked or dry) under 1,000 lbs. 1.0 10 10 Heifer 0.7 150 105 130 91 Calf 0.2 60 12 24 5 B. Veal Veal 0.2 C. Beef cattle Slaughter steer/heifer, stock cow, or bull 1.0 Feeder cattle (stocker or backgrounding), heifer 0.7 Cow and calf pair 1.2 Calf (weaned) 0.2 D. Swine Over 300 lbs. 0.4 Between 55 and 300 lbs. 0.3 Under 55 lbs. 0.05 E. Horses Horse 1.0 F. Sheep Sheep or Lamb 0.1 G. Chickens with a liquid manure system Layer Hens or Broilers 0.033 H. Chickens with a dry manure system Broilers over 5 lbs. 0.005 Broilers under 5 lbs. 0.003 Layer Hens over 5 lbs. 0.005 Layer Hens under 5 lbs. 0.003 I. Turkeys Over 5 lbs. 0.018 Under 5 lbs. 0.005 J. Ducks Duck (with a liquid manure handling system) 0.01 Duck (with a dry manure handling system) 0.01 K. Animals not listed in A to J (AU factor in column 2 = average weight of the animal type divided by 1,000 lbs.) Animal type: Total animal unit capacity Add all numbers in column 4 for Current AU total Add all numbers in column 6 for Final AU total Current AU capacity Final AU capacity 453 372 www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 9/22/17 Page 4 of 7 VIII. Animal holding areas Complete the table below for all your animal holding areas. If you have more than six animal holding areas on your site, continue your list on an additional copy of this page. Animal holding area ID List each animal holding area in a separate column Facility Site Sketch ID (i.e., #1, A, Barn 1) 1 2 3 4 5 6 Status: (check one box only) Proposed - not permitted previously Approved - permitted but not yet operational Existing - current operational component Modifying - change to a permitted component Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Distance to nearest well (ft.) 170 120 525 210 340 208 Pasture Access Yes No Yes No Yes No Yes No Yes No Yes No Type of animal holding areas (indicate dimensions and floor type) Write approximate dimensions in feet in the space below (width x length or area with units for irregular shapes) Total confinement barn (slatted floor) Total confinement barn (solid floor) 176x76 150x42 Partial confinement barn 100x30 Open lot with runoff controls Open lot without runoff controls 100x20 Animal Holding Area Floor Type (check all that apply) Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Animal numbers Indicate the maximum capacity (number of animals) of each animal holding area The total number of all animals listed should match the final animal numbers listed on page 3. Mature dairy cows (over 1,000 lbs.) 130 30 30 Mature dairy cows (under 1,000 lbs.) 10 Dairy heifers 30 60 20 Dairy calves Veal Slaughter steer/heifer, stock cow or bull Feeder cattle-stocker/background/heifer Cow and calf pair Beef calves (weaned) Swine over 300 lbs. Swine between 55 and 300 lbs. Swine under 55 lbs. Horses Sheep or lamb All chickens with liquid manure system Broiler chickens over 5 lbs. - dry system Broiler chickens under 5 lbs. - dry system Laying hens over 5 lbs. - dry system Laying hens under 5 lbs. - dry system Turkeys - over 5 lbs. Turkeys - under 5 lbs. Ducks Other: www.pca.state.mn.us • 651-296-6300 • 800-657-3864 •Use your preferred relay service •Available in alternative formats wq-f3-08 • 9/22/17 Page 4 of 8 IX.Animal holding areas Complete the table below for all your animal holding areas. If needed, continue your list on an additional copy of this page. Animal holding area ID List each animal holding area in a separate column Facility Site Sketch ID (i.e., #1, A, Barn 1) 7 8 Status: (check one box only) Proposed - not permitted previously Approved - permitted but not yet operational Existing - current operational component* Modifying - change to a permitted component Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Distance to nearest well (ft.) 80 290 * for facilities without current NPDES or SDS permit coverage, this would include all current components of your registered feedlot Type of animal holding areas (indicate dimensions and floor type) Write approximate dimensions in feet in the space below (width x length or area with units for irregular shapes) Total confinement barn (slatted floor) Total confinement barn (solid floor) 140x60 Partial confinement barn HUTCHES Open lot with runoff controls Open lot without runoff controls Animal Holding Area Floor Type (check all that apply) Concrete Soil Asphalt Other Concrete Soil Asphalt Other Concrete Soil Asphalt Other Concrete Soil Asphalt Other Concrete Soil Asphalt Other Concrete Soil Asphalt Other Animal numbers Indicate the maximum capacity (number of animals) of each animal holding area The total number of all animals listed should match the final animal numbers listed on page 3. Mature dairy cows (over 1,000 lbs.) Mature dairy cows (under 1,000 lbs.) Dairy heifers Dairy calves 24 20 Veal Slaughter steer/heifer, stock cow or bull Feeder cattle-stocker/background/heifer Cow and calf pair Beef calves (weaned) Swine over 300 lbs. Swine between 55 and 300 lbs. Swine under 55 lbs. Horses Sheep or lamb All chickens with liquid manure system Broiler chickens over 5 lbs. - dry system Broiler chickens under 5 lbs. - dry system Laying hens over 5 lbs. - dry system Laying hens under 5 lbs. - dry system Turkeys - over 5 lbs. Turkeys - under 5 lbs. Ducks Other: Air emissions plan for animal holding areas* Indicate from the list below the letter(s) of the applicable air emission control strategy(s) (choose at least one strategy for each category below for each animal holding area) Odor control strategies currently employed A,C,D,E,F,G,H A,C,D,E,F,G,H Possible additional odor control strategies** (must indicate at least one practice) J J Potential practices employed to minimize emissions/odors from animal holding areas A. Disperse/mix air with tree plantings F. Higher oil and fat content in feed to reduce dust B. Treatment of escaping air with control technologies G. Eliminate manure buildup under gates, feeders, etc.. C. Maintain clean, dry floors to eliminate manure buildup H. Maintain exhaust fans and avoid manure and dust accumulation D. Promptly clean up any spilled feed I. Use spray oil to reduce dust E. Regular removal of manure J. I will consult the MPCA to identify changes that can be made to reduce odors K. Other: *This satisfies Minn. R. 7020.0505, subp. 4 item B (1). The response to documented exceedances is satisfied by the application certification text. ** In the event that odor complaints are validated, the practices identified will be implemented pursuant to MPCA request/approval. ADDITIONAL PAGE www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 9/22/17 Page 5 of 7 IX. Manure handling, feed storage, and dead animal areas Complete the table below for your manure storage, feed/silage storage areas and dead animal disposal areas on your site. If you have more than six manure storage, feed/silage storage, and dead animal management areas on your site, continue your list on an additional copy of this page. Manure, feed, or dead animal areas List each manure handling, feed storage, and dead animal area in a separate column Facility Site Sketch ID (i.e., #1, A, Basin 1) 9 10 11 12 Status: (check one box only) Proposed - not permitted previously Approved - permitted but not yet operational Existing - current operational component Modifying - change to a permitted component Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Proposed Approved Existing Modifying Eliminating Distance to nearest well (ft.) 325 325 Type of liquid manure or process wastewater storage/treatment areas (indicate dimensions) Write approximate top dimensions in feet in the space below (width x length x depth or volume with units for irregular shapes) Earthen or GCL lined basin Below barn concrete tank In-ground concrete tank/basin (outdoor) Above-ground concrete tank Synthetic lined (HDPE, EPDM, etc.) basin 376x202x12.5 Steel tank (i.e., slurry-store) Composite lined (2 liner types) basin/tank Vegetated Infiltration Area Other (describe): un-permitted earthen LMSA 102x56x12 Type of solid manure, feed storage, and dead animal areas (indicate dimensions and floor type) Write approximate dimensions in feet in the space below (width x length or area with units for irregular shapes) Permanent Stockpile Dead Animal Management Area Covered Feed Storage Area Uncovered Feed Storage Area Sweet Corn Silage Storage Storage Pad Area Tonnage on site at any one time Other (describe): silage bunker 11 commodity bldg 12 170x80 ~76x76 Stockpile, Feed Storage, or Mortality Area Floor/Liner Type (check all that apply) Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other Concrete Asphalt Soil Other X. Changes to groundwater monitoring plan (complete only if applicable) If groundwater monitoring is required at the facility, this application can request changes to the MPCA-approved groundwater monitoring plan. In order to request changes to the groundwater monitoring plan, please indicate the type of change requested. Elimination of monitoring Change to sampling frequency Change to sample testing protocol Other When a change is requested, please include with this permit application documentation from a qualified professional that provides a technical analysis and justification for the requested changes. XI. Non-delegated county public meeting minutes (complete only if applicable) A county which has not accepted delegation of the feedlot program must hold a public meeting prior to issuance of a feedlot permit by the MPCA for an animal feedlot with a capacity of 300 or more animal units. Date meeting has occurred or is scheduled to occur: TBD Verification of public meeting. A copy of the meeting minutes must be provided to the MPCA for verification of completion prior to permit issuance. www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 9/22/17 Page 7 of 7 Required enclosures (Permit applications submitted without all required enclosures are incomplete.) All forms are available on the CSF & Interim permits page of the MPCA feedlot program website at: https://www.pca.state.mn.us/feedlots A. A site sketch/aerial photograph indicating the location of the existing and proposed facility components. B. A Manure/Nutrient Management Plan (MMP) – The following are optional forms to assist with MMP development: When all manure is transferred to another entity for utilization, complete a MMP using the form: MMP requirements when ownership of manure is transferred. When any portion of manure is applied to land owned, rented, or leased by the applicant(s), or applied to other land where nutrient application decisions are made by the applicant(s), complete a MMP using the spreadsheet form: MPCA Manure Management Planner. Notes: The MMP requirements when ownership of manure is transferred form is incorporated into the spreadsheet to account for instances when only some of the manure is transferred. A hand-entry version of the MPCA Manure Management Planner. C. Plans and Specifications for construction, modification, or expansion of any liquid manure storage area. D. Conditional - Environmental Assessment Worksheet (EAW) Fee When the project requires environmental review and is located in a county that has not accepted delegation of the county feedlot program, there is a fee of $4,650 for processing of an Environmental Assessment Worksheet (EAW) that must be included with this permit application. (Check payable to: Minnesota Pollution Control Agency) E. Optional – Verification of the notifications required in part XII of this application. If not submitted with the application, the MPCA must receive the verification prior to permit issuance. It is strongly recommended that the applicable verifications be included with the permit application. Burke Dairy Inc. Duane Burke 12-136-36 Ottertail County MN 63581 440th St Wadena MN 56482 Dairy Facility Waste Management System Renovation PLANS & SPECIFICATIONS Table of Contents: I. Plans & Specifications: A. Engineer’s approval B. Bid Section Invitation for Bids Bid Sheet Construction Management Plan C. Drawings Sheet 1 Cover Sheet, Drawings Table of Contents Sheet 2-3 Plan Views Sheets 4-13 Details D. Specifications Construction Specifications Material Specifications II. Operation & Maintenance Plan & Requirements K2S Engineering Inc. 1 of 1 Burke Dairy Ypsilanti, ND TABLE OF CONTENTS May 2021 I. PLANS & SPECIFICATIONS I-A. ENGINEER’S APPROVAL Engineer’s approval: I, Shane K Kjellberg, hereby certify that these Plans and Specifications were prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. To the best of my professional knowledge, judgement, and belief, these construction drawings and specifications meet Natural Resource Conservation Service (NRCS) standards and guide specifications. Signature Date: 5-20-21 ND License #4444 MN License #43321 SD License #8051 MT License #19692 WY License #13102 IA License #20669 USDA NRCS TSP CODE: TSP-03-2174 K2S Engineering Inc. 1 of 1 Ypsilanti, ND ENGINEER’ APPROVAL Burke Dairy May 2021 I-B. BID SECTION INVITATION FOR BIDS , 2021 Attention: Concrete Contractors Excavating Contractors Backhoe/trenching Contractors During the summer/fall of 2021, we are planning to renovate our dairy facility and implement an ag waste system, which is located near Sebeka MN. The design includes earthwork, concrete work and other structural practices. Attached you will find a bid packet that includes bid sheet with instructions, drawings and specifications. We are asking all recipients of the attached bid package to review the material for any contractor applicable bid item(s). All bids (completed on enclosed bid sheet) must be returned to the _________________________________. (_______________________), in a sealed envelope, no later than day, , 2021 @ .m. CST . All bids will be considered, but the owner reserves the right to refuse or reject any or all bids. Please review the attached information throughly, and if you have any questions, do not hesitate to contact one of the following individuals: Duane Burke Shane Kjellberg P.E. Sebeka MN Ypsilanti ND 218-639-2580 701-489-3322 It is encouraged that all bidding participants make an on-site visit and get all questions addressed prior to bidding. Feel free to contact one of the above mentioned individuals for an appointment. Thank you for your time. Sincerely, Duane Burke BID DEADLINE: , , 2021 @ CST BS-1 (10/00) K2S Engineering Inc. -- Bid Sheet Section I: Project Information Name: Burke Dairy Inc (Duane Burke) Project Description: Waste Management System Address: Facility address; 63581 440th St Wadena MN 56482 Attached Plans: Sheets 1-13, Dated: May, 2021 Attached Specifications: 2, 3, 5, 6, 7, 8, 10, 11, 21, 23, 26, 32, 34, 45,92,97 Special Provisions: Yes: No: No. 522, 531, 532, 533, 534, 536, 539, 547, 591, 592,594 Performance Time: The actual performance dates will be entered on the contract at the time of award. Section II: Bidder Instructions: [1] Bids must be submitted on this form, complete bid section on reverse. [2] Mail all bids to the location denoted in the “Bid Opening” box below. [3] All Bid Items shall be submitted as a sealed bid(s) and shall be received no later than deadline shown on top of this page. [4] Note: Contractors are not required to bid on all bid items. Contractors may bid only on items in which they have expertise (e.g. Seeding or earthfill). [5] Alternate Bids are not permitted. Where permitted, only one alternate bid may be submitted by each bidder. Any alternate bid must include a complete site specific design which can be reviewed and approved by the engineer. [6] All bids must remain valid for 60 days. [7] A contract shall be awarded based on the determination of the Lowest Responsible Bid. [8] The Landowner and/or Producer, in consultation with the fiscal sponsor and engineer, may reject any or all bids for just cause, and waive informalities or minor irregularities in bids received. [9] The award will be based upon the total price as corrected for errors. When unit prices are requested, the unit price shall be multiplied by the estimated number of units. In the event of an error on a submitted bid sheet, the price will be corrected to agree with submitted unit price. Total price will be corrected to be sum of corrected items. [10] The contractor should examine the plans and specifications carefully as well as doing an on site examination of construction site prior to completing bid. No extras will be allowed because of a contractor’s misunderstanding of the amount of work involved or lack of knowledge of existing conditions. [11] Estimated quantities for drainfill, gravel, rock, concrete & geotextile are based on “neat-line” calculations. No quantities for settlement, compaction, overfills, or over excavations have been figured into these estimated quantities. Estimated quantities for earthfill includes 32% for compaction. The contractor is responsible for computing his/her own estimated quantities and is responsible for computing the drainfill, gravel, rock, concrete, & geotextile material needed for loss due to compaction, overfills and overlaps. Estimated quantities are based on in place compacted fill to the depths and dimensions shown on drawings. Bid Opening Date: Time: Location: K2S Engineering Inc. 1 of 2 Burke Dairy Inc Ypsilanti, ND BID SHEET May 2021 BID SCHEDULE The following bid is submitted in response to the invitation for bids on the project described on this form. The price is based on my knowledge of the plans and specifications identified below. The following bid has been independently arrived at without collusion with any other bidder, competitor or potential competitor. This bid will remain valid for a period of 90 days after the date given below. I am willing to sign a contract with the landowner/sponsor and will provide referrals, proof of insurance, etc. if requested by the landowner/sponsor. If there are any special provisions which I will require to be added, they are attached to this bid. Name: Burke Dairy Inc Project: Waste System To Be Completed By K2S Engineering To Be Completed By Bidder Bid Item Construction Specification No. Estimated Quantity Units Unit Price Price 1. Structure Removal 3 1 job 2. Clearing & Grubbing-manure removal 2 1 Acre 3. Plastic Pipe – Pump System for perimeter drain. 45 1 job 4. Plastic Pipe – 2’’ discharge pipe for tile pump 45 ~60 Feet 5. Corrugated PE Tubing -15” DWPE 44 ~500 Feet 6. Corrugated PE Tubing -18” DWPE 44 ~40 Feet 7. Corrugated PE Tubing -6" perforated HD -perimeter drain tile, -w/ geo-sock 44 ~1,110 Feet 8. Corrugated PE Tubing -3-4” liner venting 44 ~1,000 Feet 9. 15” Corrugated Metal Pipe w/ flared end fittings 51 ~40 Feet 10. Excavation - topsoil stripping 21 ~2,449 Cu. yds. 11. Excavation - structures & pond (~1,500 cys of borrow assumed) 21 ~10,877 Cu. yds. 12. Top-soiling (includes a 0.5 acre borrow area) 26 ~2,449 Cu. yds. 13. Earthfill - Drainfill under concrete scrape pad 23 ~42 Cu. yds. 14. Concrete – pond access ramps, headwall, chute 32 ~72 Cu. yds. 14. Concrete – Solid Separator & pipe headwall 32 2 Each 14. Concrete –Scrape Pad 32 ~52 Cu. yds. 14. Concrete-24” high curb (~134’ estimated) 32 ~9 Cu. yds. 14. Concrete – Plunge Pool 32 ~6 Cu. yds. 15. Flexible Liner 97 By vendor Sq. ft. 16. Seeding (includes 0.5 acres of borrow area) 6 1.8 Acres 17. Protective Fence (Pond) 92 ~1,050 Feet 18. Warning Signs 92 4-pond 1-day pits each Electrical will be under a separate contract. Total Price:: $ Company Name: ______________________________ Signature__________________________________________ Address: ____________________________________ Phone _________________ Date__________________ K2S Engineering Inc. 2 of 2 Burke Dairy Inc Ypsilanti, ND BID SHEET May 2021 Construction Management Plan Project: Burke Dairy Facility & Waste Management System Staking by engineering firm: The basic staking shall be performed by K2S Engineering Inc. or their designated representative. Basic staking will involve slope and/or offset staking at approximately 100 foot intervals and at points-of-intersections. Benchmarks shown on drawings will also be marked for contractor use. Note: any staking that is damaged and/or removed due to the contractor’s own carelessness shall be re-staked at the contractor’s expense. Staking removed due to general construction operations shall be re-staked by the engineering firm. Staking by contractor: Contractor shall have the ability and equipment to transfer elevations and use offset or slope stakes to locate points (e.g. centerline channels or roads, pond corners, etc). Required inspection by engineer or designated representative: 1. Installation of silt fences or other erosion control measures if required by MPCA storm water permit. Inspector must check to see the location placement and securing of silt fence is done properly. 2. Clearing, grubbing, and stripping per specifications by contractor. Inspector must check to see that necessary clearing, grubbing and stripping is performed. 3. Excavation and earth-fills for dikes, ponds, and pad areas as per specifications. Inspector must check earth-fill moisture content as required by specifications. Inspector must check grades and elevations prior to seeding and placement of subsequent fills/structures. Inspector must assure proper fill (e.g. gradations for gravel fill) and compaction in areas required. 5. Installation of pumps, pipes, electrical, and waterlines as per specifications. Inspector must check pipe size and materials, pipe depths, elevations, connections, and backfilling. Material certification will be required. 6. Installation of concrete pads, walls, and ramps. Inspector must check to see that proper grades, dimensions, and elevations are attained. Material certification will be required for all materials. (e.g. batch tickets and gradations). Inspector shall prepare tests cylinders as directed by Engineer to assure strength requirements are met. 7. Installation of Flexible liner. Contractor shall provide engineer with testing results as per specifications. Inspector must check to see that proper materials, grades, dimensions, and elevations are attained. 8. Seed and mulch all disturbed areas. Seed and fertilizer slips will be required for certification. Contractor shall give engineer a minimum of 48 hours notice prior to completing or installing any bid item to allow scheduling for inspections. An on-site pre-construction meeting will be scheduled to review construction staking and project items. Payment schedule shall be between project owner/manager and contractor(s). It is recommended that final payments are made when engineer has approved work as completed to design specifications. Project owner/manager: Duane Burke Contracting Officer (CO): Duane Burke Contracting Officer Technical Representative (COTR): K2S Engineering Inc. Cost-share Representative(s): USDA NRCS K2S Engineering Inc. 1 of 1 Burke Dairy Inc. Ypsilanti, ND CONSTRUCTION MANAGEMENT PLAN June 2020 I-C. DRAWINGS I-D. SPECIFICATIONS CONSTRUCTION SPECIFICATIONS 2. CLEARING AND GRUBBING 3. STRUCTURE REMOVAL 5. POLLUTION CONTROL 6. SEEDING, SPRIGGING AND MULCHING 7. CONSTRUCTION SURVEYS 8. MOBILIZATION 10. WATER FOR CONSTRUCTION 11. REMOVAL OF WATER 21. EXCAVATION 23. EARTHFILL 26. TOPSOILING 32. STRUCTURE CONCRETE 34. STEEL REINFORCEMENT 44. CORRUGATED PE TUBING 45. PLASTIC PIPE 51. CORRUGATED METAL PIPE 92. FENCE 97. FLEXIBLE LINER 210-VI-NEH 2-1 May 2001 Construction Specification 2—Clearing and Grubbing 1. Scope The work consists of clearing and grubbing and disposal of trees, snags, logs, brush, stumps, shrubs, and rubbish from the designated areas. 2. Protection of existing vegetation Trees and other vegetation designated to remain undisturbed shall be protected from damage throughout the duration of the construction period. Any damages resulting from the contractor's operations or neglect shall be repaired by the contractor. Earthfill, stockpiling of materials, vehicular parking, and excessive foot or vehicular traffic shall not be allowed within the drip line of vegetation designated to remain in place. Vegetation damaged by any of these or similar actions shall be replaced with viable vegetation of the same species, similar condition, and like size unless otherwise approved by the contracting officer. Any cuts, skins, scrapes, or bruises to the bark of the vegetation shall be carefully trimmed and local nursery accepted procedures used to seal damaged bark. Any limbs or branches 0.5 inch or larger in diameter that are broken, severed, or otherwise seriously damaged during construction shall be cut off at the base of the damaged limb or branch flush with the adjacent limb or tree trunk. All roots 1-inch or larger in diameter that are cut, broken, or otherwise severed during construction operations shall have the end smoothly cut perpendicular to the root. Roots exposed during excavation or other operations shall be covered with moist earth or backfilled as soon as possible to prevent the roots from drying out. 3. Marking The limits of the area(s) to be cleared and grubbed will be marked by stakes, flags, tree markings, or other suitable methods. Trees to be left standing and uninjured will be designated by special markings placed on the trunk about 6 feet above the ground surface. 4. Clearing and grubbing All trees not marked for preservation and all snags, logs, brush, stumps, shrubs, rubbish, and similar materials shall be cleared from within the limits of the designated areas. Unless otherwise specified, all stumps, roots, and root clusters that have a diameter of 1 inch or larger shall be grubbed out to a depth of at least 2 feet below subgrade for concrete structures and 1 foot below the ground surface at embankment sites and other designated areas. 5. Disposal All materials cleared and grubbed from the designated areas shall be disposed of at locations shown on the drawings or in a manner specified in section 7. The contractor is responsible for complying with all local rules and regulations and the payment of any and all fees that may result from disposal at locations away from the project site. 6. Measurement and payment Method 1—For items of work for which specific units prices are established in the contract, the cleared and grubbed area is measured to the nearest 0.1 acre. Payment for clearing and grubbing is made for the total area within the designated limits at the contract unit price. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work. 210-VI-NEH 2-2 May 2001 Method 2—For items of work for which specific unit prices are established in the contract, the length of the cleared and grubbed area is measured to the nearest full station (100 feet) along the line designated on the drawing or identified in the specifications. Payment for clearing and grubbing is made for the total length within the designated limits at the contract unit price. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work. Method 3—For items of work for which specific unit prices are established in the contract, each tree, stump, and snag having a diameter of 4 inches or larger and each log having a diameter of 4 inches or larger and a length of 10 feet are measured before removal. The size of each tree and snag is determined by measuring its trunk at breast height above the natural ground surface. The size of each log is determined by measuring the butt and by measuring its length from butt to tip. The size of each stump is measured at the top. Diameter is determined by dividing the measured circumference by 3.14. Payment for clearing and grubbing of each tree, stump, and snag having a diameter of 4 inches or larger and each log having a diameter of 4 inches or larger and a length of 10 feet or larger is made at the contract unit price for its size designation as determined by the following schedule: Measured diameter Size designation (in) (in) 4 to 8 6 8 to 12 10 12 to 24 18 24 to 36 30 36 to 60 48 Over 60 60 The sum of such payments shall constitute full compensation for clearing and grubbing (including the clearing and grubbing of smaller trees, stumps, snags, logs, brush, shrubs, and roots), applicable permits and associated fees, and rubbish removal. Such payment shall constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work. Method 4—For items of work for which specific lump sum prices are established in the contract, payment for clearing and grubbing is made at the contract lump sum price. Such payment shall constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule will be included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 7. 7. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 2, CLEARING AND GRUBBING This item shall consist of the work and materials necessary to remove any trees, trash, debris, and plant and manure residues from construction areas as described in this specification. 1. Disposal area will be adjacent to construction areas. Landowner will be responsible for final disposal of materials. Topsoil will be redistributed over areas to be seeded by contractor. 2. Manure shall be applied in accordance with the manure management plan. 3. In section 6, Measurement and payment, Method 1 shall apply. K2S Engineering Inc. 2 - 3 Burke Dairy Inc. Ypsilanti, ND CLEARING & GRUBBING May 2021 210-VI-NEH 3 - 1 May 2001 Construction Specification 3—Structure Removal 1. Scope The work shall consist of the removal, salvage, and disposal of structures (including fences) from the designated areas. 2. Marking Method 1—Each structure or structure part to be removed will be marked with stakes, flags, paint, or other suitable method. Method 2—The area boundaries from which structures must be removed will be marked using stakes, flags, paint, or other suitable method. Structures to remain undisturbed or to be salvaged will be designated by special markings. 3. Removal Method 1—All structures designated for removal in the contract shall be removed to the specified extent and depth. Method 2—Within the areas so marked, all visible and buried structures identified shall be removed to the specified extent and depth. 4. Salvage Structures or structure parts that are designated to be salvaged shall be carefully removed and neatly placed in the specified or approved storage location. Salvaged structures that are capable of being disassembled shall be dismantled into individual members or sections. Such structures shall be neatly and systematically match marked with paint before disassembly. All connectors and other parts shall be marked to indicate their proper location within the structure and shall be fastened to the appropriate structural member or packed in suitable containers. Material from fences designated to be salvaged shall be placed outside the work area on the property on which the fence was originally located. Fence wire shall be rolled into uniform rolls of suitable size and neatly piled with other salvaged materials. Posts and rails shall be neatly stacked. 5. Disposal of refuse materials Refuse materials resulting from structure removal shall be disposed of in a manner and at locations specified in section 7 of this specification or in an acceptable manner and at locations approved by the contracting officer. Disposal by burning shall be in accordance with local rules and regulations. 6. Measurement and payment Method 1—For items of work for which specific unit prices are established by the contract, payment for the removal of each structure unit, except fences, is made at the contract unit price. Fences removed or removed and salvaged are measured to the nearest linear foot. Payment for fence removal or removal and salvage is made at the contract unit prices for each type and size of fence. Such payment will constitute full compensation for all labor, equipment, tools, applicable permits and associated fees for burning and disposal of refuse, and all other items necessary and incidental to the completion of the work. Method 2—For items of work for which specific lump sum prices are established by the contract, payment for structure removal is made at the contract lump sum price. Such payment will constitute full compensation for all labor, equipment, tools, applicable permits and associated fees for burning and disposal of refuse, and all other items necessary and incidental to the completion of the work. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed as a contract line item number in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and items to which they are made subsidiary are identified in section 7 of this specification. 7. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 1, STRUCTURE REMOVAL This item shall consist of performing the work necessary to remove fence, hay bales/stacks from areas where construction activities will be performed. 1. In section 2, Marking and section 3, Removal, Method 1 shall apply for both. 2. In section 6, Measurement and payment, Method 1 shall apply. K2S Engineering Inc. 3 - 2 Burke Dairy Inc. Ypsilanti, ND STRUCTURE REMOVAL May 2021 210-VI-NEH 5-1 May 2001 Construction Specification 5—Pollution Control 1. Scope The work consists of installing measures or performing work to control erosion and minimize the production of sediment and other pollutants to water and air from construction activities. 2. Material All material furnished shall meet the requirements of the material specifications listed in section 8 of this specification. 3. Erosion and sediment control measures and works The measures and works shall include, but are not limited to, the following: Staging of earthwork activities—The excavation and moving of soil materials shall be scheduled to minimize the size of areas disturbed and unprotected from erosion for the shortest reasonable time. Seeding—Seeding to protect disturbed areas shall occur as soon as reasonably possible following completion of that earthwork activity. Mulching—Mulching to provide temporary protection of the soil surface from erosion. Diversions—Diversions to divert water from work areas and to collect water from work areas for treatment and safe disposition. They are temporary and shall be removed and the area restored to its near original condition when the diversions are no longer required or when permanent measures are installed. Stream crossings—Culverts or bridges where equipment must cross streams. They are temporary and shall be removed and the area restored to its near original condition when the crossings are no longer required or when permanent measures are installed. Sediment basins—Sediment basins collect, settle, and eliminate sediment from eroding areas from impacting properties and streams below the construction site(s). These basins are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed. Sediment filters—Straw bale filters or geotextile sediment fences trap sediment from areas of limited runoff. Sediment filters shall be properly anchored to prevent erosion under or around them. These filters are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed. Waterways—Waterways for the safe disposal of runoff from fields, diversions, and other structures or measures. These works are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed. Other—Additional protection measures as specified in section 8 of this specification or required by Federal, State, or local government. 4. Chemical pollution The contractor shall provide watertight tanks or barrels or construct a sump sealed with plastic sheets to dispose of chemical pollutants, such as drained lubricating or transmission fluids, grease, soaps, concrete mixer washwater, or asphalt, produced as a by-product of the construction activities. At the completion of the construction work, sumps shall be removed and the area restored to its original condition as specified in section 8 of this specification. Sump removal shall be conducted without causing pollution. 210-VI-NEH 5-2 May 2001 Sanitary facilities, such as chemical toilets, or septic tanks shall not be located next to live streams, wells, or springs. They shall be located at a distance sufficient to prevent contamination of any water source. At the completion of construction activities, facilities shall be disposed of without causing pollution as specified in section 8 of this specification. 5. Air pollution The burning of brush or slash and the disposal of other materials shall adhere to state and local regulations. Fire prevention measures shall be taken to prevent the start or spreading of wildfires that may result from project activities. Firebreaks or guards shall be constructed and maintained at locations shown on the drawings. All public access or haul roads used by the contractor during construction of the project shall be sprinkled or otherwise treated to fully suppress dust. All dust control methods shall ensure safe construction operations at all times. If chemical dust suppressants are applied, the material shall be a commercially available product specifically designed for dust suppression and the application shall follow manufacturer's requirements and recommendations. A copy of the product data sheet and manufacturer's recommended application procedures shall be provided to the engineer 5 working days before the first application. 6. Maintenance, removal, and restoration All pollution control measures and temporary works shall be adequately maintained in a functional condition for the duration of the construction period. All temporary measures shall be removed and the site restored to near original condition. 7. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, each item is measured to the nearest unit applicable. Payment for each item is made at the contract unit price for that item. For water or chemical suppressant items used for dust control for which items of work are established in section 8 of this specification, measurement for payment will not include water or chemical suppressants that are used inappropriately or excessive to need. Such payment will constitute full compensation for the completion of the work. Method 2—For items of work for which lump sum prices are established in the contract, payment is made as the work proceeds and supported by invoices presented by the contractor that reflect actual costs. If the total of all progress payments is less than the lump sum contract price for this item, the balance remaining for this item will be included in the final contract payment. Payment of the lump sum contract price will constitute full compensation for completion of the work. Method 3—For items of work for which lump sum prices are established in the contract, payment will be prorated and provided in equal amounts on each monthly progress payment estimate. The number of months used for prorating shall be the number estimated to complete the work as outlined in the contractor's approved construction schedule. The final month's prorate amount will be provided with the final contract payment. Payment as described will constitute full compensation for completion of the work. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items, and the items to which they are made subsidiary, are identified in section 8 of this specification. 8. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. SUBSIDIARY ITEM, POLLUTION CONTROL This item shall consist of performing the work and providing the materials necessary for conforming with this specification. 1. Alternative erosion control measures shall have prior approval of the engineer. 2. Payment for this item will be included under the bid items for which pollution control by the contractor is required. Items that may require pollution control for construction by the contractor are, but not limited to: excavations, earthfills, plastic pipes, concrete work, pond liners. Note: be sure to adjust price on specific bid items to account for pollution control. K2S Engineering Inc. 5 - 3 Burke Dairy Inc. Ypsilanti, ND POLLUTION CONTROL May 2021 210-VI-NEH 6 - 1 May 2001 Construction Specification 6—Seeding, Sprigging, and Mulching 1. Scope The work consists of preparing the area for treatment; furnishing and placing seed, sprigs, mulch, fertilizer, inoculant, lime, and other soil amendments; and anchoring mulch in designated areas as specified. 2. Material Seed—All seed shall conform to the current rules and regulations of the state where it is being used and shall be from the latest crop available. It shall meet or exceed the standard for purity and germination listed in section 7. Seed shall be labeled in accordance with the state laws and the U.S. Department of Agriculture rules and regulations under the Federal Seed Act in effect on the date of invitations for bids. Bag tag figures are evidence of purity and germination. No seed will be accepted with a test date of more than 9 months before the delivery date to the site. Seed that has become wet, moldy, or otherwise damaged in transit or storage will not be accepted. The percent of noxious weed seed allowable shall be as defined in the current State laws relating to agricultural seeds. Each type of seed shall be delivered in separate sealed containers and fully tagged unless exception is granted in writing by the contracting officer. Fertilizer—Unless otherwise specified, the fertilizer shall be a commercial grade fertilizer. It shall meet the standard for grade and quality specified by State law. Where fertilizer is furnished from bulk storage, the contractor shall furnish a supplier's certification of analysis and weight. When required by the contract, a representative sample of the fertilizer shall be furnished to the contracting officer for chemical analysis. Inoculants—The inoculant for treating legume seeds shall be a pure culture of nitrogen-fixing bacteria prepared specifically for the species and shall not be used later than the date indicated on the container or as otherwise specified. A mixing medium, as recommended by the manufacturer, shall be used to bond the inoculant to the seed. Two times the amount of the inoculant recommended by the manufacturer shall be used except four times the amount shall be used when seed is applied using a hydraulic seeder. Seed shall be sown within 24 hours of treatment and shall not remain in the hydraulic seeder longer than 4 hours. Lime and other soil amendments—Lime shall consist of standard ground agriculture limestone, or approved equivalent. Standard ground agriculture limestone is defined as ground limestone meeting current requirements of the State Department of Agriculture. Other soil amendments shall meet quality criteria and application requirements specified in section 7. Mulch tackifiers—Asphalt emulsion tackifiers shall conform to the requirements of ASTM D 977, Specification for Emulsified Asphalt. The emulsified asphalt may be rapid setting, medium setting, or slow setting. Nonasphaltic tackifiers required because of environmental considerations shall be as specified in section 7. Straw mulch material—Straw mulch shall consist of wheat, barley, oat or rye straw, hay, grass cut from native grasses, or other plants as specified in section 7. The mulch material shall be air-dry, reasonably light in color, and shall not be musty, moldy, caked, or otherwise of low quality. The use of mulch that contains noxious weeds is not permitted. The contractor shall provide a method satisfactory to the contracting officer for determining weight of mulch furnished. 210-VI-NEH 6 - 2 May 2001 Other mulch materials—Mulching materials, such as wood cellulose fiber mulch, mulch tackifiers, synthetic fiber mulch, netting, and mesh, are other mulching materials that may be required for specialized locations and conditions. These materials, when specified, must be accompanied by the manufacturer's recommendations for methods of application. 3. Seeding mixtures, sod, sprigs, and dates of planting The application rate per acre for seed mixtures, sprigs, or sod and date of seeding or planting shall be as shown on the plans or as specified in section 7. 4. Seedbed preparation and treatment Areas to be treated shall be dressed to a smooth, firm surface. On sites where equipment can operate on slopes safely, the seedbed shall be adequately loosened (4 to 6 inches deep) and smoothed. Depending on soil and moisture conditions, disking or cultipacking, or both, may be necessary to properly prepare a seedbed. Where equipment cannot operate safely, the seedbed shall be prepared by hand methods by scarifying to provide a roughened soil surface so that broadcast seed will remain in place. If seeding is to be accomplished immediately following construction operations, seedbed preparation may not be required except on a compacted, polished, or freshly cut soil surface. Rocks larger than 6 inches in diameter, trash, weeds, and other debris that will interfere with seeding or maintenance operations shall be removed or disposed of as specified in section 7. Seedbed preparation shall be discontinued when soil moisture conditions are not suitable for the preparation of a satisfactory seedbed as determined by the contracting officer's technical representative (COTR). 5. Seeding, sprigging, fertilizing, mulching, and stabilizing All seeding or sprigging operations shall be performed in such a manner that the seed or sprigs are applied in the specified quantities uniformly in the designated areas. The method and rate of seed application shall be as specified in section 7. Unless otherwise specified, seeding or sprigging shall be accomplished within 2 days after final grading is completed and approved. Fertilizer, lime, and other soil amendments shall be applied as specified in section 7. When specified, the fertilizer and soil amendments shall be thoroughly incorporated into the soil immediately following surface application. The rate, amount, and kind of mulching or mesh shall be as specified in section 7. Mulches shall be applied uniformly to the designated areas. They shall be applied to areas seeded not later than 2 working days after seeding has been performed. Straw mulch material shall be stabilized within 24 hours of application using a mulch crimper or equivalent anchoring tool or by a suitable tackifier. When the mulch crimper or equivalent anchoring tool is used, it shall have straight blades and be the type manufactured expressly for and capable of firmly punching the mulch into the soil. Where the equipment can be safely operated, it shall be operated on the contour. Hand methods shall be used where equipment cannot safely operate to perform the work required. The tackifier shall be applied uniformly over the mulch material at the specified rate, or it shall be injected into the mulch material as it is being applied. Mesh or netting stabilizing materials shall be applied smoothly, but loosely on the designated areas. The edges of these materials shall be buried or securely anchored using spikes or staples as specified in section 7. 210-VI-NEH 6 - 3 May 2001 The contractor shall maintain the mesh or netting areas until all work under the contract has been completed and accepted. Maintenance shall consist of the repair of areas damaged by water erosion, wind, fire, or other causes. Such areas shall be repaired to reestablish the intended condition and to the design lines and grades required by the contract. The areas shall be refertilized, reseeded, and remulched before the new application of the mesh or netting. 6. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, each area treated is measured as specified in section 7 and the area calculated to the nearest 0.1 acre. Payment for treatment is made at the contract unit price for the designated treatment, which will constitute full compensation for completion of the work. When specified as an item of work, mesh or netting is measured to the nearest square yard of surface area covered and accepted. Payment is made at the contract unit price and will constitute full compensation for completion of the work. Method 2—For items of work for which specific lump sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item is made at the contract lump sum price for the item and will constitute full compensation for the completion of the work. Method 3—For items of work for which lump sum prices are established in the contract, payment is made as the work proceeds. Progress payments will be determined as specified in section 7. Payment of the lump sum contract price will constitute full compensation for completion of the work. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the item(s) to which they are made subsidiary are identified in section 7. 7. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 16, SEEDING SPRIGGING AND MULCHING This item shall consist of the work and materials necessary to create a smooth, firm, free draining seedbed. Backfill areas and areas noted on drawings, and all other areas disturbed by construction operations are to be seeded, fertilized, and mulched as described in this specification (note: gravel access roads, and concrete pads do not need to be seeded). Note: seeding and mulching shall be completed within 7 days of topsoiling. 2. Salvaged topsoil shall be redistributed evenly over all disturbed areas designated by project engineer or his/her representative. Payment for topsoiling shall be included under Bid Item 12, Topsoiling. 3. Fertilizer shall be applied at a rate of 100 lbs/ac of 10-10-10. 3. Lime shall not be applied. 4. The soil surface shall be scarified to a depth of 2" with a disk or other suitable implement. The seeding rates for the disturbed areas shall be as listed below (select one mixture and one companion crop): Native mixture: Certified Seed Seed Mixture Not selected ---% ----% Tame Grass mixture: Certified Seed Seed Mixture Smooth Bromegrass 28 lbs/ac Perennial Ryegrass 10 lbs/ac Companion Crop: Certified Seed Rate Oats, Barley 10 lbs./ac Spring Wheat 15 lbs/ac The seeding rate for the native and tame mixture shall be as specified above (this does not include the companion crop). If the seeding is to be completed after September 1, add 5 lb./ac. of winter wheat. Minimum seed germination rate shall be 85%, and minimum seed purity shall be 95%. Similar growth habit varieties may be substituted with prior approval. Fescue (if specified) shall have low levels of endophyte. Inoculate trefoil (if specified) with the proper fresh culture a maximum of 24 hours prior to sowing. Use four times the recommended inoculant when hydroseeding. 6. Firm the seedbed by cultipacking or rolling. 7. Straw or hay mulch shall be applied at a rate of 2 tons/ac. Mulch must be free of undesirable weed seeds. Anchor mulch by lightly disking. 8. Items subsidiary to this Bid item are: Mobilization & Demobilization, Construction Specification 8 9. In section 6, Measurement and Payment, Method 1 will apply. K2S Engineering Inc. 6 - 4 Burke Dairy Inc. Ypsilanti, ND SEEDING, SPRIGGING & MULCHING May 2021 210-VI-NEH 7 - 1 May 2001 Construction Specification 7—Construction Surveys 1. Scope The work consists of performing all surveys, measurements, and computations required by this specification. 2. Equipment and material Equipment for construction surveys shall be of a quality and condition to provide the required accuracy. The equipment shall be maintained in good working order and in proper adjustment at all times. Records of repairs, calibration tests, accuracy checks, and adjustments shall be maintained and be available for inspection by the engineer. Equipment shall be checked, tested, and adjusted as necessary in conformance with manufacturer's recommendations. Material is field notebooks, stakes, templates, platforms, equipment, spikes, steel pins, tools, and all other items necessary to perform the work specified. 3. Quality of work All work shall follow recognized professional practice and the standards of the industry unless otherwise specified in section 9 of this specification. The work shall be performed to the accuracy and detail appropriate for the type of job. Notes, sketches, and other data shall be complete, recorded neatly, legible, reproducible and organized to facilitate ease in review and allow reproduction of copies for job documentation. Survey equipment that requires little or no manual recording of field data shall have survey information documented as outlined in section 9 of this specification. All computations shall be mathematically correct and shall include information to identify the bid item, date, and who performed, checked, and approved the computations. Computations shall be legible, complete, and clearly document the source of all information used including assumptions and measurements collected. If a computer program is used to perform the computations, the contractor shall provide the engineer with the software identification, vendor's name, version number, and other pertinent data before beginning survey activities. Computer generated computations shall show all input data including values assigned and assumptions made. The elevations of permanent and temporary bench marks shall be determined and recorded to the nearest 0.01 foot. Differential leveling and transit traverses shall be of such precision that the error of vertical closure in feet shall not exceed plus or minus 0.1 times the square root of the traverse distance in miles. Linear measurements shall be accurate to within 1 foot in 5,000 feet, unless otherwise specified in section 9 of this specification. The angular error of closure for transit traverses shall not exceed 1 minute times the square root of the number of angles turned. The minimum requirements for placing slope stakes shall be at 100-foot stations for tangents, as little as 25 feet for sharp curves, breaks in the original ground surface and at any other intermediate stations necessary to ensure accurate location for construction layout and measurement. Slope stakes and cross sections shall be perpendicular to the centerline. Significant breaks in grade shall be determined for cross sections. Distances shall be measured horizontally and recorded to the nearest 0.1 foot. Side shots for interim construction stakes may be taken with a hand level. Unless otherwise specified in section 9 of this specification, measurements for stationing and establishing the location of structures shall be made to the nearest 0.1 foot. Elevations for concrete work, pipes, and mechanical equipment shall be determined and recorded to the 210-VI-NEH 7 - 2 May 2001 nearest 0.01 foot. Elevations for earth work shall be determined and recorded to the nearest 0.1 foot. 4. Primary control The baselines and bench marks for primary control, necessary to establish lines and grades needed for construction, are shown on the drawings and have been located on the job site. These baselines and bench marks shall be used as the origin of all surveys, layouts, and measurements to establish construction lines and grades. The contractor shall take all necessary precautions to prevent the loss or damage of primary control points. Any stakes or control points lost or damaged by construction activity will be reestablished by the contractor or at contractor expense. 5. Construction surveys Before work starts that requires contractor performed surveys, the contractor shall submit in writing for the engineer's review: the name, qualifications, and experience of the individuals to be assigned to the survey tasks. Method 1—Contractor performed surveys shall include: • checking and any supplemental or interim staking • performing quantity surveys, measurements, and computations for progress payment • other surveys as described in section 9 of this specification Method 2—Contractor performed surveys shall consist of all work necessary for: • establishing line and grade for all work • setting slope stakes for all work • checking and any supplemental or interim staking • establishing final grade stakes • performing quantity surveys, measurements, and computations for progress payment • other surveys as described in section 9 of this specification Method 3—Contractor performed surveys shall consist of all work necessary for: • establishing line and grade for all work • setting slope stakes for all work • checking and any supplemental or interim staking • establishing final grade stakes • performing quantity surveys, measurements, and computations for progress payments • performing original (initial) and final surveys for determinations of final quantities • other surveys as described in section 9 of this specification. 6. Staking The construction staking required for the item shall be completed before work on any item starts. Construction staking shall be completed as follows or as otherwise specified in section 9 of this specification: Clearing and grubbing—The boundary of the area(s) to be cleared and grubbed shall be staked or flagged at a maximum interval of 200 feet, closer if needed, to clearly mark the limits of work. When contractor staking is the basis for determining the area for final payment, all boundary stakes will be reviewed by the engineer before start of this work item. 210-VI-NEH 7 - 3 May 2001 Excavation and fill—Slope stakes shall be placed at the intersection of the specified slopes and ground line. Slope stakes and the reference stakes for slopes shall be marked with the stationing, required cut or fill, slope ratio, and horizontal distance from the centerline or other control line. The minimum requirements for placing slope stakes is outlined in section 3, Quality of work. Structures—Centerline and offset reference line stakes for location, alignment, and elevation shall be placed for all structures. 7. Records All survey data shall be recorded in fully identified standard hard-bound engineering survey field notebooks with consecutively numbered pages. All field notes and printed data shall include the purpose or description of the work, the date the work was performed, weather data, sketches, and the personnel who performed and checked the work. Electronically generated survey data and computations shall be bound, page numbered, and cross referenced in a bound field notebook containing the index for all survey activities. All work shall follow recognized professional practice. The construction survey records shall be available at all times during the progress of the work for examination and use by the engineer and when requested, copies shall be made available. The original field notebooks and other records shall be provided to and become the property of the owner before final payment and acceptance of all work. Complete documentation of computations and supporting data for progress payments shall be submitted to the engineer with each invoice for payment as specified in section 9 of the specification. When the contractor is required to conduct initial and final surveys as outlined in section 5, Construction Surveys, notes shall be provided as soon as possible after completion to the engineer for the purpose of determining final payment quantities. 8. Payment Method 1—For items of work for which lump sum prices are established in the contract, payment is made as the work proceeds, after presentation of correct and accurate invoices by the contractor showing related costs and evidence of the charges of suppliers, subcontractors, and others for supplies furnished and work performed. Invoices for the total amount of the contract price will not be accepted until all surveys are complete and required documentation has been determined complete. If the total of such payments is less than the lump sum contract price for this item, the unpaid balance will be included in the final contract payment. Payment of the lump sum contract price will constitute full compensation for completion of all work under the bid item. Method 2—For items of work for which lump sum prices are established in the contract, payment is made as the work proceeds with progress payment amounts determined as a percentage of the total work planned as projected from the contractor's approved construction schedule. Payment of the lump sum contract price will constitute full compensation for completion of all work under this bid item. Payment will not be provided under this item for the purchase price of materials or equipment having a residual value. Compensation for any item of work described in the contract, but not listed in the bid schedule will be included in the payment for the item of work to which it is made subsidiary. Such items and the item to which they are made subsidiary are identified in section 9 of this specification. 9. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. SUBSIDIARY ITEM, CONSTRUCTION SURVEYS This item shall consist of all surveys required for the contractors’ quality control; to insure that earthwork, gravel placement, pipe placement and concrete placement are to the specified elevations, line and grades shown on drawings. 1. In section 5, Construction surveys, Method 1 shall apply. 2. Initial staking provided by government or designated representative: a. centerline, slope and/or offset for all earthfill work, pipes, and concrete. b. grade hubs set for top of gravel fills (blue topping). c. original and final surveys for determination of adjusted quantities, if different from original design elevations and dimensions. 3. Final elevation tolerances are +/- 0.1'. Contractor shall have the equipment and ability to transfer elevations from construction stakes and blue tops. 4. A coordinate point list is provided at the end of this specification. 5. Payment for this item will be included under the bid items for which survey work by the contractor is required. Bid items that will require survey work by the contractor are, but not limited to: excavations, earthfills, plastic pipes, corrugated plastic tubing, concrete work, liners. Coordinate Point List: Number Northing Easting Elevation Full Desc 1 10000.0000' 10000.0000' 100.000' stn1 2 10146.4706' 9890.9560' 104.989' stn2 3 10128.1314' 10097.3893' 101.191' stn 3 4 9855.2896' 10067.2468' 99.127' stn 4 5 9607.9696' 10158.4269' 99.455' stn 5 K2S Engineering Inc. 7 - 4 Burke Dairy Inc. Ypsilanti, ND CONSTRUCTION SURVEYS May 2021 210-VI-NEH 8 - 1 May 2001 Construction Specification 8—Mobilization and Demobilization 1. Scope The work consists of the mobilization and demobilization of the contractor's forces and equipment necessary for performing the work required under the contract. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract. Mobilization will not be considered as work in fulfilling the contract requirements for commencement of work. 2. Equipment and material Mobilization shall include all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site; premiums paid for performance and payment bonds including coinsurance and reinsurance agreements as applicable; and other items specified in section 4 of this specification. Demobilization shall include all activities and costs for transportation of personnel, equipment, and supplies not required or included in the contract from the site; including the disassembly, removal, and site cleanup of offices, buildings, and other facilities assembled on the site specifically for this contract. This work includes mobilization and demobilization required by the contract at the time of award. If additional mobilization and demobilization activities and costs are required during the performance of the contract as a result of changed, deleted, or added items of work for which the contractor is entitled to an adjustment in contract price, compensation for such costs will be included in the price adjustment for the item or items of work changed or added. 3. Payment Payment for mobilization and demobilization will be made at the contract lump sum price for the item and will constitute full compensation for all labor, equipment, tools, and other items necessary and incidental to the completion of the work. 210-VI-NEH 10 - 1 May 2001 Construction Specification 10—Water for Construction 1. Scope The work consists of furnishing, transporting, measuring, and applying water as specified. 2. Facilities and equipment The contractor shall install and maintain access and haul roads and furnish, operate, and maintain all pumps, meters, piping, tanks, storage, and other facilities required to load, transport, store, distribute, and use construction water as specified. These facilities shall be equipped with accurate, work dedicated meters; tanks of known volume; or other devices that provide a correct measurement of water supplied. Meters shall be installed at the point of delivery into water hauling equipment or application system, such as sprinkler systems or flooding systems, as specified. 3. Dust abatement and haul road maintenance Water for dust abatement and haul road maintenance shall be applied to haul roads and other dust producing areas as needed to prevent air pollution or excessive dust (which causes impaired vision on trafficked roads and in work areas) and to maintain the roads in good condition for safe and efficient operation during periods of use. Roads that may be jointly used with the public and by the contractor's equipment shall have dust abatement provisions acceptable to the public entity that has road maintenance responsibility. Compensation for water used for dust abatement and haul road maintenance shall be as specified in section 8 of this specification. 4. Earthfill, drainfill, and rockfill Water required for proper installation of earthfill, drainfill, and/or rockfill shall be used in the fill materials as specified in the applicable construction specification(s). Compensation for construction water used for earthfill, drainfill, and/or rockfill shall be as specified in section 8 of this specification. 5. Concrete, mortar, and grout Water required in the mixing or curing of concrete, shotcrete, roller compacted concrete, or other portland cement mortar or grout shall meet the requirements of the applicable construction specifications and shall be used in conformance with those specifications. Payment for construction water used in these items is covered by the applicable concrete, mortar, or grout specification, or a combination of these. 6. Other construction requiring water Water required and used for other construction activities under this contract, but not specifically covered by this specification shall be considered subsidiary to the item(s) of work that requires its use. 7. Measurement and payment Method 1—For water items for which specific unit prices are established in the contract, the volume of water furnished and used in accordance with the specifications will be measured to the nearest 1,000 gallons. Payment for water is made at the contract unit price. Such payment will constitute full 210-VI-NEH 10 - 2 May 2001 compensation for the direct costs of water. All other costs necessary for applying water are subsidiary to the items of work they are associated. Method 2—For water items for which specific unit prices are established in the contract, the volume of water furnished and used in accordance with the specifications will be measured to the nearest 1,000 gallons. Payment for water and the cost associated with transportation, distribution, and application is made at the contract unit price. Such payment will constitute full compensation for completion of the work. Method 3—For water items for which specific unit prices are established in the contract, the volume of water used in accordance with the specifications will be measured to the nearest 1,000 gallons. Payment for water is made at the contract unit price. Such payment, excluding water cost, will constitute full compensation for completion of the work. All methods—The following provisions apply to all methods of measurement and payment: • The measurement for payment will include all water used except as noted in sections 5, 6, and 8 of this specification. Measurement for payment will not include water that is used inappropriately or in excessive to need. • Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 8 of this specification. 8. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. SUBSIDIARY ITEM, WATER FOR CONSTRUCTION This item shall consist of performing the work and providing the water necessary for conforming with this specification. 1. Material and site conditions will likely exist where water for construction will be necessary. 2. Payment for this item will be included under the bid items for which water for construction by the contractor is required. Items that may require water for construction by the contractor are, but not limited to: excavations, earthfills, plastic pipes, clay liner, concrete work. Note: be sure to adjust price on specific bid items to account for adding water. K2S Engineering Inc. 10 - 3 Burke Dairy Inc. Ypsilanti, ND WATER FOR CONSTRUCTION May 2021 210-VI-NEH 11 - 1 May 2001 Construction Specification 11—Removal of Water 1. Scope The work consists of the removal of surface water and ground water as necessary to perform the construction required by the contract in accordance with the specifications. It shall include: (1) constructing, installing, building, and maintaining all necessary temporary water containment facilities, channels, and diversions; (2) furnishing, installing, and operating all necessary pumps, piping, and other facilities and equipment; and (3) removing all such temporary works and equipment after their intended function is no longer required. 2. Diverting surface water The contractor shall install, maintain, and operate all cofferdams, channels, flumes, sumps, and all other temporary diversion and protective works needed to divert streamflow and other surface water through or around the construction site. Control of surface water shall be continuous during the period that damage to construction work could occur. Unless otherwise specified and/or approved, the diversion outlet shall be into the same drainageway that the water would have reached before being diverted. The contractor shall furnish the contracting officer, in writing, a proposed plan for diverting surface water before beginning any construction activities for which a diversion is required, unless waived in section 8 of this specification. Acceptance of this plan or the waiving of the plan requirement will not relieve the contractor of the responsibilities related to this activity during the process of completing the work as specified. 3. Dewatering the construction site Foundations, cutoff trenches, and all other parts of the construction site shall be dewatered and kept free of standing water and muddy conditions as necessary for the proper execution of the work. The contractor shall furnish, install, operate, and maintain all drains, sumps, pumps, casings, well points, and all other equipment required to properly dewater the site as specified. Dewatering systems that cause a loss of soil fines from the foundation areas will not be permitted. The contractor shall furnish the contracting officer, in writing, a proposed plan for dewatering before commencing with any construction activity for which dewatering may be required, unless waived in section 8 of this specification. Acceptance of this plan or the waiving of the plan requirement will not relieve the contractor of the responsibilities for completing the specified work. 4. Dewatering borrow areas The contractor shall maintain all borrow areas free of surface water or otherwise provide for timely and effective removal of surface and subsurface water that accumulates within the borrow area, unless waived in section 8 of this specification. Borrow material shall be processed as necessary to achieve proper and uniform moisture content at the time of placement. If pumping to dewater borrow areas is included as a bid item of work in the bid schedule, each pump discharge pipe shall be equipped with a water meter. The meter shall be such that the measured quantity of water is accurate within 3 percent of the true quantity. The contractor shall provide necessary support to perform accuracy tests of the water meter when requested by the contracting officer. 5. Erosion and pollution control Removal of water from the construction site, including the borrow areas, shall be accomplished so that 210-VI-NEH 11 - 2 May 2001 erosion and the transporting of sediment and other pollutants are minimized. Dewatering activities shall be accomplished in a manner that the water table water quality is not altered. Pollution control activities shall not conflict with the requirements of Construction Specification 5, Pollution Control, if it is a part of this contract. 6. Removal of temporary works When temporary works are no longer needed, the contractor shall remove and return the area to a condition similar to that which existed before construction. Areas where temporary works were located shall be graded for sightly appearance with no obstruction to natural surface waterflows or the proper functioning and access to the works of improvement installed. The contractor shall exercise extreme care during the removal stages to minimize the loss of soil sediment and debris that was trapped during construction. Pipes, casings, and any other material used to dewater the site shall be removed from temporary wells. The wells shall be filled to ground level with clean gravel or other suitable material approved by the contracting officer. The contractor shall exercise extreme care to prevent pollution of the ground water by these actions. 7. Measurement and payment Method 1—Items of work listed in the bid schedule for removal of water, diverting surface water, and dewatering construction sites and borrow areas are paid for at the contract lump sum prices. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work. Method 2—Items of work listed in the bid schedule for removal of water, diverting surface water, dewatering construction sites, and dewatering borrow areas are paid for at the contract lump sum prices. Such payment will constitute full compensation for furnishing, installing, operating, and maintaining the necessary trenches, drains, sumps, pumps, and piping and for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work. The exception is that additional payment for pumping to dewater borrow areas and the removal of water will be made as described in the following paragraph. If pumping to dewater borrow areas is a contract bid item, payment is made at the contract unit price, which shall be the price per 1,000 gallons shown in the bid schedule. Such payment will constitute full compensation for pumping only. Compensation for equipment and preparation and for other costs associated with pumping is included in the lump sum payment for removal of water or the lump sum payment for dewatering the borrow areas. Payment is made only for pumping that is necessary to dewater borrow areas that cannot be effectively drained by gravity or that must have the water table lowered to be usable as a suitable borrow source. Pumping for other purposes will not be included for payment under this item. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the contract line item to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 8 of this specification. 8. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. SUBSIDIARY ITEM, REMOVAL OF WATER This item shall consist of performing the work and providing the equipment necessary for conforming with this specification. 1. Material and site conditions will likely exist where removal of water will be necessary (e.g. rainfall during pond/pit excavation). 2. A written plan for water removal will not be required. 3. Payment for this item will be included under the bid items for which removal of water by the contractor is required. Items that may require removal of water by the contractor are, but not limited to: excavations, earthfills, plastic pipes, pond liners, concrete work. Note: be sure to adjust price on specific bid items to account for removal of water. K2S Engineering Inc. 11 - 3 Burke Dairy Inc. Ypsilanti, ND REMOVAL OF WATER May 2021 210-VI-NEH 21 - 1 May 2001 Construction Specification 21—Excavation 1. Scope The work shall consist of the excavation required by the drawings and specifications and disposal of the excavated materials. 2. Classification Excavation is classified as common excavation, rock excavation, or unclassified excavation in accordance with the following definitions. Common excavation is defined as the excavation of all materials that can be excavated, transported, and unloaded using heavy ripping equipment and wheel tractor-scrapers with pusher tractors or that can be excavated and dumped into place or loaded onto hauling equipment by excavators having a rated capacity of one cubic yard or larger and equipped with attachments (shovel, bucket, backhoe, dragline, or clam shell) appropriate to the material type, character, and nature of the materials. Rock excavation is defined as the excavation of all hard, compacted, or cemented materials that require blasting or the use of ripping and excavating equipment larger than defined for common excavation. The excavation and removal of isolated boulders or rock fragments larger than 1 cubic yard encountered in materials otherwise conforming to the definition of common excavation shall be classified as rock excavation. The presence of isolated boulders or rock fragments larger than 1 cubic yard is not in itself sufficient cause to change the classification of the surrounding material. For the purpose of these classifications, the following definitions shall apply: Heavy ripping equipment is a rear-mounted, heavy duty, single-tooth, ripping attachment mounted on a track type tractor having a power rating of at least 250 flywheel horsepower unless otherwise specified in section 10. Wheel tractor-scraper is a self-loading (not elevating) and unloading scraper having a struck bowl capacity of at least 12 cubic yards. Pusher tractor is a track type tractor having a power rating of at least 250 flywheel horsepower equipped with appropriate attachments. Unclassified excavation is defined as the excavation of all materials encountered, including rock materials, regardless of their nature or the manner in which they are removed. 3. Blasting The transportation, handling, storage, and use of dynamite and other explosives shall be directed and supervised by a person(s) of proven experience and ability who is authorized and qualified to conduct blasting operations. Blasting shall be done in a manner as to prevent damage to the work or unnecessary fracturing of the underlying rock materials and shall conform to any special requirements in section 10 of this specification. When specified in section 10, the contractor shall furnish the engineer, in writing, a blasting plan before blasting operations begin. 4. Use of excavated material Method 1—To the extent they are needed, all suitable material from the specified excavations shall be used in the construction of required permanent earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer. The contractor shall not waste or otherwise dispose of suitable excavated material. 210-VI-NEH 21 - 2 May 2001 Method 2—Suitable material from the specified excavations may be used in the construction of required earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer. 5. Disposal of waste materials Method 1—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of at the locations shown on the drawings. Method 2—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of by the contractor at sites of his own choosing away from the site of the work. The disposal shall be in an environmentally acceptable manner that does not violate local rules and regulations. 6. Excavation limits Excavations shall comply with OSHA Construction Industry Standards (29CFR Part 1926) Subpart P, Excavations, Trenching, and Shoring. All excavations shall be completed and maintained in a safe and stable condition throughout the total construction phase. Structure and trench excavations shall be completed to the specified elevations and to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work. Excavations outside the lines and limits shown on the drawings or specified herein required to meet safety requirements shall be the responsibility of the contractor in constructing and maintaining a safe and stable excavation. 7. Borrow excavation When the quantities of suitable material obtained from specified excavations are insufficient to construct the specified earthfills and earth backfills, additional material shall be obtained from the designated borrow areas. The extent and depth of borrow pits within the limits of the designated borrow areas shall be as specified in section 10 or as approved by the engineer. Borrow pits shall be excavated and finally dressed to blend with the existing topography and sloped to prevent ponding and to provide drainage. 8. Over-excavation Excavation in rock beyond the specified lines and grades shall be corrected by filling the resulting voids with portland cement concrete made of materials and mix proportions approved by the engineer. Concrete that will be exposed to the atmosphere when construction is completed shall meet the requirements of concrete selected for use under Construction Specification 31, Concrete for Major Structures, or 32, Structure Concrete, as appropriate. Concrete that will be permanently covered shall contain not less than five bags of cement per cubic yard. The concrete shall be placed and cured as specified by the engineer. Excavation in earth beyond the specified lines and grades shall be corrected by filling the resulting voids with approved, compacted earthfill. The exception to this is that if the earth is to become the subgrade for riprap, rockfill, sand or gravel bedding, or drainfill, the voids may be filled with material conforming to the specifications for the riprap, rockfill, bedding, or drainfill. Before correcting an overexcavation condition, the contractor shall review the planned corrective action with the engineer and obtain approval of the corrective measures. 9. Measurement and payment For items of work for which specific unit prices are established in the contract, the volume of each type and class of excavation within the specified pay limits is measured and computed to the nearest cubic yard by the method of average cross-sectional end areas or by methods outlined in section 10 of this specification. Regardless of quantities excavated, the measurement for payment is made to the specified pay limits except that excavation outside the specified lines and grades directed by the engineer to remove unsuitable material is included. 210-VI-NEH 21 - 3 May 2001 Excavation required because unsuitable conditions result from the contractor's improper construction operations, as determined by the engineer, is not included for measurement and payment. Method 1—The pay limits shall be as designated on the drawings. Method 2—The pay limits shall be defined as follows: a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous excavation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill. b. The lower and lateral limits shall be the neat lines and grades shown on the drawings. Method 3—The pay limits shall be defined as follows: a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous excavation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill. b. The lower and lateral limits shall be the true surface of the completed excavation as directed by the engineer. Method 4—The pay limits shall be defined as follows: a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous excavation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill. b. The lower limit shall be at the bottom surface of the proposed structure. c. The lateral limits shall be 18 inches outside of the outside surface of the proposed structure or shall be vertical planes 18 inches outside of and parallel to the footings, whichever gives the larger pay quantity, except as provided in d below. d. For trapezoidal channel linings or similar structures that are to be supported upon the sides of the excavation without intervening forms, the lateral limits shall be at the underside of the proposed lining or structure. e. For the purposes of the definitions in b, c, and d, above, any specified bedding or drainfill directly beneath or beside the structure will be considered to be a part of the structure. All methods—The following provisions apply to all methods of measurement and payment. Payment for each type and class of excavation is made at the contract unit price for that type and class of excavation. Such payment will constitute full compensation for all labor, materials, equipment, and all other items necessary and incidental to the performance of the work except that extra payment for backfilling overexcavation will be made in accordance with the following provisions. Payment for backfilling overexcavation, as specified in section 8 of this specification, is made only if the excavation outside specified lines and grades is directed by the engineer to remove unsuitable material and if the unsuitable condition is not a result of the contractor's improper construction operations as determined by the engineer. Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 10 of this specification. 10. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 10, EXCAVATION -Topsoil Stripping This item shall consist of the work and materials necessary to strip and stockpile topsoil. These shall be excavated to the lines, grades, elevations, and locations shown on drawings and as described in this specification. Final elevation tolerances are +/- 0.1'. Contractor shall have the equipment and ability to transfer elevations from construction stakes and blue tops. 1. In section 2, Classification, Common excavation shall apply. 2. In section 4, Use of excavated material, Method 1 shall apply. 3. In section 5, Disposal of waste materials, Method 1 shall apply. 4. All topsoil and organic materials shall be stripped from the graded site area, borrow areas, and along the access road areas shown on drawings and stockpiled adjacent to these areas. Excess clean topsoil can be used in dikes and side-slope areas, not in foundation areas. 5. Items subsidiary to this Bid item are: Clearing & Grubbing, Construction Specification 2 Pollution Control, Construction Specification 5 Construction Surveys, Construction Specification 7 Mobilization & Demobilization, Construction Specification 8 Water for Construction, Construction Specification 10 Removal of Water, Construction Specification 11 Earthfill - Sub-grades, Backfills, Construction Specification 23 6. All excavations shall have a workmanlike finish (i.e. smoothed and graded with proper equipment). 7. Suitable topsoil material shall be used for topsoiling as described in Bid Item 12, Topsoiling. 8. Any existing waterlines or tiles uncovered and/or damaged shall be repaired and reburied to original condition or better. 9. In section 9, Measurement and payment, Method 3 shall apply. K2S Engineering Inc. 21 - 4 Burke Dairy Inc. Ypsilanti, ND EXCAVATION May 2021 B. BID ITEM 11, EXCAVATION –structure, borrow and pond/pit This item shall consist of the work and materials necessary to; excavate pond/pit and borrow areas, diversions areas, dike areas and excavate structure (e.g. ramps & headwalls) areas. These areas shall be excavated to the lines, grades, elevations, and locations shown on drawings and as described in this specification. Final elevation tolerances are +/- 0.1'. Contractor shall have the equipment and ability to transfer elevations from benchmarks, construction stakes and blue tops. 1. In section 2, Classification, Common excavation shall apply. 2. In section 4, Use of excavated material, Method 1 shall apply. 3. In section 5, Disposal of waste materials, Method 1 shall apply. 4. All excavations shall have a workmanlike finish (i.e. smoothed and graded with proper equipment). 5. Suitable excavated material shall be used for needed fills and backfills as described in Subsidiary Item, Earthfill -sub-grades, and backfilling. 6. Items subsidiary to this Bid item are: Earthfill - Sub-grades, Backfills, Construction Specification 23; Pollution Control, Construction Specification 5 Construction Surveys, Construction Specification 7; Mobilization & Demobilization, Construction Specification 8 Water for Construction, Construction Specification 10; Removal of Water, Construction Specification 11 7. Borrow areas shall be determined by owner & contractor prior to bidding. These areas shall be regraded and be free draining after fill is borrowed. Disposal area shall be areas adjacent to borrow areas. Borrow areas may not be needed. 8. Any existing waterlines or tiles uncovered and/or damaged shall be repaired and reburied to original condition or better. 9. In section 9, Measurement and payment, Method 3 shall apply. K2S Engineering Inc. 21 - 5 Burke Dairy Inc. Ypsilanti, ND EXCAVATION May 2021 210-VI-NEH 23 - 1 May 2001 Construction Specification 23—Earthfill 1. Scope The work consists of the construction of earth embankments, other earthfills, and earth backfills required by the drawings and specifications. Earthfill is composed of natural earth materials that can be placed and compacted by construction equipment operated in a conventional manner. Earth backfill is composed of natural earth material placed and compacted in confined spaces or adjacent to structures (including pipes) by hand tamping, manually directed power tampers or vibrating plates, or their equivalent. 2. Material All fill material shall be obtained from required excavations and designated borrow areas. The selection, blending, routing, and disposition of material in the various fills shall be subject to approval by the engineer. Fill materials shall contain no frozen soil, sod, brush, roots, or other perishable material. Rock particles larger than the maximum size specified for each type of fill shall be removed prior to compaction of the fill. The types of material used in the various fills shall be as listed and described in the specifications and drawings. 3. Foundation preparation Foundations for earthfill shall be stripped to remove vegetation and other unsuitable material or shall be excavated as specified. Except as otherwise specified, earth foundation surfaces shall be graded to remove surface irregularities and shall be scarified parallel to the axis of the fill or otherwise acceptably scored and loosened to a minimum depth of 2 inches. The moisture content of the loosened material shall be controlled as specified for the earthfill, and the surface material of the foundation shall be compacted and bonded with the first layer of earthfill as specified for subsequent layers of earthfill. Earth abutment surfaces shall be free of loose, uncompacted earth in excess of 2 inches in depth normal to the slope and shall be at such a moisture content that the earthfill can be compacted against them to produce a good bond between the fill and the abutments. Rock foundation and abutment surfaces shall be cleared of all loose material by hand or other effective means and shall be free of standing water when fill is placed upon them. Occasional rock outcrops in earth foundations for earthfill, except in dams and other structures designed to restrain the movement of water, shall not require special treatment if they do not interfere with compaction of the foundation and initial layers of the fill or the bond between the foundation and the fill. Foundation and abutment surfaces shall be no steeper than one horizontal to one vertical unless otherwise specified. Test pits or other cavities shall be filled with compacted earthfill conforming to the specifications for the earthfill to be placed upon the foundation. 210-VI-NEH 23 - 2 May 2001 4. Placement Earthfill shall not be placed until the required excavation and foundation preparation have been completed and the foundation has been inspected and approved by the engineer. Earthfill shall not be placed upon a frozen surface nor shall snow, ice, or frozen material be incorporated in the earthfill matrix. Earthfill shall be placed in approximately horizontal layers. The thickness of each layer before compaction shall not exceed the maximum thickness specified in section 10 or shown on the drawings. Materials placed by dumping in piles or windrows shall be spread uniformly to not more than the specified thickness before being compacted. Hand compacted earth backfill shall be placed in layers whose thickness before compaction does not exceed the maximum thickness specified for layers of earth backfill compacted by manually directed power tampers. Earth backfill shall be placed in a manner that prevents damage to the structures and allows the structures to assume the loads from the earth backfill gradually and uniformly. The height of the earth backfill adjacent to a structure shall be increased at approximately the same rate on all sides of the structure. Earthfill and earth backfill in dams, levees, and other structures designed to restrain the movement of water shall be placed to meet the following additional requirements: (a) The distribution of materials throughout each zone shall be essentially uniform, and the earthfill shall be free from lenses, pockets, streaks, or layers of material differing substantially in texture, moisture content, or gradation from the surrounding material. Zone earthfills shall be constructed concurrently unless otherwise specified. (b) If the surface of any layer becomes too hard and smooth for proper bond with the succeeding layer, it shall be scarified parallel to the axis of the fill to a depth of not less than 2 inches before the next layer is placed. (c) The top surface of embankments shall be maintained approximately level during construction with two exceptions: A crown or cross-slope of about 2 percent shall be maintained to ensure effective drainage, or as otherwise specified for drainfill or sectional zones. (d) Dam embankments shall be constructed in continuous layers from abutment to abutment except where openings to facilitate construction or to allow the passage of streamflow during construction are specifically authorized in the contract. (e) Embankments built at different levels as described under (c) or (d) above shall be constructed so that the slope of the bonding surfaces between embankment in place and embankment to be placed is not steeper than 3 feet horizontal to 1 foot vertical. The bonding surface of the embankment in place shall be stripped of all material not meeting the requirements of this specification and shall be scarified, moistened, and recompacted when the new earthfill is placed against it. This ensures a good bond with the new earthfill and obtains the specified moisture content and density at the contact of the inplace and new earthfills. 5. Control of moisture content During placement and compaction of earthfill and earth backfill, the moisture content of the material being placed shall be maintained within the specified range. The application of water to the earthfill material shall be accomplished at the borrow areas insofar as 210-VI-NEH 23 - 3 May 2001 practicable. Water may be applied by sprinkling the material after placement on the earthfill, if necessary. Uniform moisture distribution shall be obtained by disking. Material that is too wet when deposited on the earthfill shall either be removed or be dried to the specified moisture content prior to compaction. If the top surface of the preceding layer of compacted earthfill or a foundation or abutment surface in the zone of contact with the earthfill becomes too dry to permit suitable bond, it shall either be removed or scarified and moistened by sprinkling to an acceptable moisture content before placement of the next layer of earthfill. 6. Compaction Earthfill—Earthfill shall be compacted according to the following requirements for the class of compaction specified: Class A compaction—Each layer of earthfill shall be compacted as necessary to provide the density of the earthfill matrix not less than the minimum density specified in Section 10 or identified on the drawings. The earthfill matrix is defined as the portion of the earthfill material finer than the maximum particle size used in the compaction test method specified. Class B compaction—Each layer of earthfill shall be compacted to a mass density not less than the minimum density specified. Class C compaction—Each layer of earthfill shall be compacted by the specified number of passes of the type and weight of roller or other equipment specified or by an approved equivalent method. Each pass shall consist of at least one passage of the roller wheel or drum over the entire surface of the layer. Earth backfill—Earth backfill adjacent to structures shall be compacted to a density equivalent to that of the surrounding inplace earth material or adjacent required earthfill or earth backfill. Compaction shall be accomplished by hand tamping or manually directed power tampers, plate vibrators, walk-behind, miniature, or self-propelled rollers. Unless otherwise specified heavy equipment including backhoe mounted power tampers or vibrating compactors and manually directed vibrating rollers shall not be operated within 2 feet of any structure. Towed or self-propelled vibrating rollers shall not be operated within 5 feet of any structure. Compaction by means of drop weights operating from a crane or hoist is not permitted. The passage of heavy equipment will not be allowed: • Over cast-in-place conduits within 14-days after placement of the concrete • Over cradled or bedded precast conduits within 7 days after placement of the concrete cradle or bedding • Over any type of conduit until the backfill has been placed above the top surface of the structure to a height equal to one-half the clear span width of the structure or pipe or 2 feet, whichever is greater, except as may be specified in section 10. Compacting of earth backfill adjacent to structures shall not be started until the concrete has attained the strength specified in section 10 for this purpose. The strength is determined by compression testing of test cylinders cast by the contractor's quality control personnel for this purpose and cured at the work site in the manner specified in ASTM C 31 for determining when a structure may be put into service. When the required strength of the concrete is not specified as described above, compaction of earth 210-VI-NEH 23 - 4 May 2001 backfill adjacent to structures shall not be started until the following time intervals have elapsed after placement of the concrete. Structure Time interval (days) Vertical or near-vertical walls with earth loading on one side only 14 Walls backfilled on both sides simultaneously 7 Conduits and spillway risers, cast-in-place (with inside forms in place) 7 Conduits and spillway risers, cast-in-place (inside forms removed) 14 Conduits, pre-cast, cradled 2 Conduits, pre-cast, bedded 1 Cantilever outlet bents (backfilled both sides simultaneously) 3 7. Reworking or removal and replacement of defective earthfill Earthfill placed at densities lower than the specified minimum density or at moisture contents outside the specified acceptable range of moisture content or otherwise not conforming to the requirements of the specifications shall be reworked to meet the requirements or removed and replaced by acceptable earthfill. The replacement earthfill and the foundation, abutment, and earthfill surfaces upon which it is placed shall conform to all requirements of this specification for foundation preparation, approval, placement, moisture control, and compaction. 8. Testing During the course of the work, the engineer will perform quality assurance tests required to identify material; determine compaction characteristics; determine moisture content; and determine density of earthfill in place. Tests performed by the engineer will be used to verify that the earthfills conform to contract requirements of the specifications and not as a replacement for the contractor's quality control program. Densities of earthfill requiring Class A compaction will be determined in accordance with ASTM D 1556, D 2167, D 2922, or D 2937 except that the volume and moist weight of included rock particles larger than those used in the compaction test method specified for the type of fill will be determined and deducted from the volume and moist weight of the total sample before computation of density or, if using the nuclear gauge, added to the specified density to bring it to the measure of equivalent composition for comparison (See ASTM D 4718). The density so computed is used to determine the percent compaction of the earthfill matrix. Unless otherwise specified, moisture content is determined by one of the following methods: ASTM D 2216, D 3017, D 4643, D 4944, or D 4959. 9. Measurement and payment For items of work for which specific unit prices are established in the contract, the volume of each type and compaction class of earthfill and earth backfill within the specified zone boundaries and pay limits is measured and computed to the nearest cubic yard by the method of average cross-sectional end areas. Unless otherwise specified in section 10, no deduction in volume is made for embedded items, such as, but not limited to, conduits, inlet structures, outlet structures, embankment drains, sand diaphragm and outlet, and their appurtenances. 210-VI-NEH 23 - 5 May 2001 The pay limits shall be as defined below, with the further provision that earthfill required to fill voids resulting from overexcavation of the foundation, outside the specified lines and grades, will be included in the measurement for payment only under the following conditions: • Where such overexcavation is directed by the engineer to remove unsuitable material, and • Where the unsuitable condition is not a result of the contractor's improper construction operations as determined by the engineer. Earthfill beyond the specified lines and grades to backfill excavation required for compliance with OSHA requirements will be considered subsidiary to the earthfill bid item(s). Method 1—The pay limits shall be as designated on the drawings. Method 2—The pay limits shall be the measured surface of the foundation when approved for placement of the earthfill and the specified neat lines of the earthfill surface. Method 3—The pay limits shall be the measured surface of the foundation when approved for placement of the earthfill and the measured surface of the completed earthfill. Method 4—The pay limits shall be the specified pay limits for excavation and the specified neat lines of the earthfill surface. Method 5—The pay limits shall be the specified pay limits for excavation and the measured surface of the completed earthfill. Method 6—Payment for each type and compaction class of earthfill and earth backfill is made at the contract unit price for that type and compaction class of earthfill. Such payment will constitute full compensation for all labor, material, equipment, and all other items necessary and incidental to the performance of the work. Method 7—Payment for each type and compaction class of earthfill and earth backfill is made at the contract unit price for that type and compaction class of earthfill. Such payment will constitute full compensation for all labor, material, equipment, and all other items necessary and incidental to the performance of the work except furnishing, transporting, and applying water to the foundation and earthfill material. Water applied to the foundation and earthfill material is measured and payment made as specified in Construction Specification 10. All methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 10 of this specification. 10. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. SUBSIDIARY ITEM, EARTHFILL - SUB-GRADES, AND BACKFILLS This item shall consist of the work and materials necessary to; construct ponds & dikes, construct heavy use concrete pad sub-grade areas, backfill concrete walls, concrete pads and gravel fill areas, grade areas to drain to as indicated on drawings, and fill areas noted on drawings. These shall be constructed to the lines, grades, elevations, and locations shown on drawings and as described in this specification. Final elevation tolerances are +/- 0.1'. Contractor shall have the equipment and ability to transfer elevations from construction stakes and blue tops. 1. All earthfills shall have a workmanlike finish (i.e. smoothed and graded with proper equipment). 2. Earthfill material shall come from excavation of pond and borrow area; refer to Bid Items 10 & 11, Excavation. 3. Compaction shall be Class C for dikes, sub-grades and fill areas. Compaction of earthfill shall be accomplished by a minimum of two passes over entire lift thickness with machine track or wheel. Lift thickness shall be 6 inches. In subgrade fill areas each lift shall also be leveled prior to machine compaction to insure uniform compaction. 4. Excess excavated material (if any) shall be used to flatten side-slope areas around ponds and buildings and shall have a smooth and uniform appearance when completed. This area shall be free draining after grading. 5. Stockpiled topsoil materials shall be redistributed over areas to be seeded. Refer to Specification 26. 6. The moisture content of the fill material shall be maintained within the limits required to: • Prevent bulking or dilatence of the material under the action of hauling or compacting equipment. • Prevent the adherence of the fill material to the treads and tracks of the equipment. • Insure the crushing and blending of the soil clods and aggregation into a homogenous mass. Soils shall possess sufficient moisture to form a ball, which deforms plastically without cracking when kneaded by hand. 7. No payment will be made for this item. Compensation will be considered as included in the payment for Bid Items 10 & 11, Excavation. K2S Engineering Inc. 23 - 6 Burke Dairy Inc. Ypsilanti, ND EARTHFILL May 2021 B. BID ITEM 13, EARTHFILL -DRAINFILL FOR CONCRETE AREAS This item shall consist of performing the work necessary to supply and place drainfill for concrete areas and other specified areas (e.g. pipe bedding in trenches) to the locations, dimensions, and grades shown on drawings. Final elevation tolerances are +/- 0.1'. Contractor shall have the equipment and ability to transfer elevations from construction stakes and blue tops. 1. All drainfills shall have a workmanlike finish (i.e. smoothed and graded with proper equipment). Drainfill shall be compacted by two passes over a 4" lift with a vibratory roller or plate compactor. 2. Drainfill for concrete areas shall have a uniform range of sizes, with no more than 5% passing the No. 200 sieve and stones no larger than 2". 3. All organic material and topsoil shall be removed from areas with fill as shown on drawings, and replaced with compacted mineral earthfill. These areas shall be graded, roller compacted, and smoothed prior to geotextile and fill placement. These areas shall be brought up to top of subgrade in low lying areas with earthfill material (mineral soils; not topsoil or organic materials). Payment for this subgrade preparation shall be made under Bid Item 10, Excavation - topsoil stripping. 4. Delivery and placement of the drainfill described above shall be paid for under this Bid Item. Placement of drainfill will be paid for under this bid item. 5. Items subsidiary to this Bid item are: Pollution Control, Construction Specification 5 Construction Surveys, Construction Specification 7 Mobilization & Demobilization, Construction Specification 8 Water for Construction, Construction Specification 10 Removal of Water, Construction Specification 11 6. In section 9, Measurement and payment, Method 2 and Method 6 shall apply. K2S Engineering Inc. 23 - 7 Burke Dairy Inc. Ypsilanti, ND EARTHFILL May 2021 210-VI-NEH 26 - 1 May 2001 Construction Specification 26—Topsoiling 1. Scope The work consists of furnishing and spreading topsoil to specified depths at locations shown on the drawings. 2. Quality of topsoil Topsoil shall consist of friable surface soil reasonably free of grass, roots, weeds, sticks, rocks, or other unsuitable material. Additional quality requirements, if any, are in section 7 of this specification. 3. Furnishing Method 1—Topsoil shall be salvaged from designated earth surfaces that will be disturbed by construction activities. After designated sites have been cleared and grubbed, the topsoil shall be removed from the designated areas and stockpiled at locations shown on the drawings or acceptable to the engineer. Unsuitable material encountered during removal of topsoil shall be disposed of at locations shown on the drawings or approved by the engineer, or it will be otherwise hauled and disposed of at locations removed from the construction site. The contractor is responsible for complying with all local rules and regulations and the payment of any and all fees that may result from the disposal at locations outside the construction work limits. Method 2—Topsoil shall be furnished from an offsite source designated by the contractor. The engineer shall be granted access to the source for inspection and acceptance before delivery to the site. Test results and samples shall be provided when specified in section 7 of this specification. 4. Stockpiling Stockpiles of topsoil shall not conflict with the requirements of Construction Specification 5, Pollution Control, when made a part of this contract. 5. Spreading Method 1—Spreading shall not be conducted when the ground or topsoil is frozen, excessively wet, or otherwise in a condition detrimental to uniform spreading operations. Surfaces designated to receive a topsoil application shall be lightly scarified just before the spreading operation. Following the spreading operation, the topsoil surface shall be left reasonably smooth and without ruts or surface irregularities that could contribute to concentrated waterflow downslope. Method 2—Spreading shall not be performed when the ground or topsoil is frozen, excessively wet, or otherwise in a condition detrimental to uniform spreading operations. Surfaces designated to receive a topsoil application shall be lightly scarified just before the spreading operation. Where compacted earthfills are designated to be topsoiled, the topsoil shall be placed concurrently with the earthfill and shall be bonded to the compacted fill with the compacting equipment. Following the spreading operation, the topsoil surface shall be left reasonably smooth and without ruts or surface irregularities that could contribute to concentrated waterflow downslope. 6. Measurement and payment Method 1—The total surface covered by topsoil is measured and the area(s) computed to the nearest square yard. Payment for furnishing and placing topsoil is made at the contract unit price. 210-VI-NEH 26 - 2 May 2001 Method 2—The total surface covered by topsoil, except the surface area of embankments, levees, dikes, and other earthfills not included for payment, is measured and the area(s) computed to the nearest square yard. Payment for topsoil spread on the surface of embankments, levees, dikes, and other earthfills is included in the measurement and payment for that item of earthfill where topsoil application occurred. Method 3—For items of work for which specific unit prices are established in the contract, the volume of topsoil furnished and spread is computed to the nearest cubic yard by the method of average cross- sectional end areas from surveys of the excavated topsoil stockpile or, if not stockpiled, cross-sectional surveys of the borrow area(s). Payment for furnishing and spreading topsoil is made at the contract unit price. All methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 7 of this specification. All payment methods—Payment will constitute full compensation for all labor, equipment, material, and all other items necessary and incidental to the completion of the work. This includes excavating, stockpiling, hauling, spreading, and the wasting of unsuitable excavated material. 7. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 12, TOPSOILING This item shall consist of the work and materials necessary to place topsoil in areas to be seeded as described in this specification. 1. In section 3, Furnishing, Method 1 shall apply. 2. In section 5, Spreading, Method 2 shall apply. 3. All areas disturbed by construction operations with the exception of gravel roads, and building/concrete areas, which do not need topsoiling. 4. Topsoil depth shall be 6" minimum. 5. Excess topsoil shall be placed in diversions dikes and/or mounds (if required). 6. In section 6, Measurement and payment, Method 1 shall apply. K2S Engineering Inc. 26 - 3 Burke Dairy Inc. Ypsilanti, ND TOPSOILING May 2021 210-VI-NEH 32 - 1 May 2001 Construction Specification 32—Structure Concrete 1. Scope The work shall consist of furnishing, forming, placing, finishing, and curing portland cement concrete as required to build the structures described in section 24 of this specification. 2. Material Aggregates shall conform to the requirements of Material Specification 522, Aggregates for Portland Cement Concrete, unless otherwise specified. The grading of coarse aggregates shall be as specified in section 24. Portland cement shall conform to the requirements of Material Specification 531, Portland Cement, for the specified type. Fly ash shall conform to the requirements of Material Specification 532, Mineral Admixtures for Concrete. Air-entraining admixtures shall conform to the requirements of Material Specification 533, Chemical Admixtures for Concrete. If air-entraining cement is used, any additional air-entraining admixture shall be of the same type as that in the cement. Water reducing and/or retarding admixtures shall conform to the requirements of Material Specification 533, Chemical Admixtures for Concrete. Curing compound shall conform to the requirements of Material Specification 534, Concrete Curing Compound. Preformed expansion joint filler shall conform to the requirements of Material Specification 535, Preformed Expansion Joint Filler. Waterstops shall conform to the requirements of Material Specifications 537, Nonmetallic Waterstops, and 538, Metal Waterstops, for the specified kinds. Water used in mixing and curing concrete shall be clean and free from injurious amounts of oil, salt, acid, alkali, organic matter, or other deleterious substances. 3. Class of concrete Concrete for structure concrete shall be classified as follows: Class of Maximum net Minimum concrete water content cement content (gal/bag) (bags/yd3) 3000M 6 5.5 4000M 6 6 4. Air content and consistency Unless otherwise specified, the slump shall be 3 to 5 inches. If air entrainment is specified, the air content, by volume, shall be 4 to 7 percent of the volume of the concrete. When specified, directed, or approved by the engineer, a water-reducing, set-retarding, or other admixture shall be used. High range, water reducing agents 210-VI-NEH 32 - 2 May 2001 (superplasticizers) may be used to increase workability, reduce water content, and control concrete temperature in hot weather. The maximum slump after adding high range water reducing agents shall be 7.5 inches. 5. Design of the concrete mix The proportions of the aggregates shall be such as to produce a concrete mixture that works readily into the corners and angles of the forms and around reinforcement when consolidated, but does not segregate or exude free water during consolidation. Fly ash may be used as a partial substitution for portland cement in an amount of no more than 25 percent (by weight) of the cement in the concrete mix, unless otherwise specified. Before the concrete is placed, the contractor shall furnish the contracting officer, for approval, a statement of the materials and mix proportions (including admixtures, if any) intended for use. The statement shall include evidence satisfactory to the contracting officer that the materials and proportions will produce concrete conforming to this specification. The materials and proportions so stated shall constitute the "job mix." After a job mix has been approved, neither the source, character, or grading of the aggregates nor the type or brand of cement or admixture shall be changed without prior notice to the contracting officer. If such changes are necessary, no concrete containing such new or altered material shall be placed until the contracting officer has approved a revised job mix. 6. Inspection and testing The engineer shall have free entry to the plant and equipment furnishing concrete under the contract. Proper facilities shall be provided for the engineer to inspect materials, equipment, and processes and to obtain samples of the concrete. All tests and inspections will be conducted so as not to interfere unnecessarily with manufacture and delivery of the concrete. 7. Handling and measurement of material Materials shall be stockpiled and batched by methods that prevent segregation or contamination of aggregates and ensure accurate proportioning of the ingredients of the mix. Except as otherwise provided in section 8, cement and aggregates shall be measured as follows: Cement shall be measured by weight or in bags of 94 pounds each. When cement is measured in bags, no fraction of a bag shall be used unless weighed. Aggregates shall be measured by weight. Mix proportions shall be based on saturated, surface-dry weight. The batch weight of each aggregate shall be the required saturated, surface-dry weight plus the weight of surface moisture it contains. Water shall be measured, by volume or by weight, to an accuracy within 1 percent of the total quantity of water required for the batch. Admixtures shall be measured within a limit of accuracy of 3 percent. 8. Mixers and mixing Concrete shall be uniform and thoroughly mixed when delivered to the work site. Variations in slump of more than 1 inch within a batch are considered evidence of inadequate mixing and shall be corrected by increasing mixing time or other acceptable alternative. 210-VI-NEH 32 - 3 May 2001 For stationary mixers, the mixing time after all cement and aggregates are in the mixer drum shall be not less than 1.5 minutes. When concrete is mixed in a truck mixer, the number of revolutions of the drum or blades at mixing speed shall be not less than 70 nor more than l00. Unless otherwise specified, volumetric batching and continuous mixing at the construction site are permitted. To produce concrete meeting the specified proportioning and uniformity requirements, the batching and mixing equipment shall conform to the requirements of ASTM Specification C 685 and shall be demonstrated by tests with the job mix before the concrete is placed. Concrete made by this method shall be produced, inspected, and certified in conformance with sections 6, 7, 8, 13, and 14 of ASTM Specification C 685. No mixing water in excess of the amount called for by the job mix shall be added to the concrete during mixing or hauling or after arrival at the delivery point. 9. Forms Forms shall be of wood, plywood, steel, or other approved material and shall be mortar tight. The forms and associated falsework shall be substantial and unyielding and shall be constructed so that the finished concrete will conform to the specified dimensions and contours. Form surfaces shall be smooth and free from holes, dents, sags, or other irregularities. Forms shall be coated with a nonstaining form release agent before being set into place. Metal ties or anchorages within the forms shall be equipped with cones, she-bolts or other devices that permit their removal to a depth of at least 1 inch without injury to the concrete. Ties designed to break off below the surface of the concrete shall not be used without cones. All edges that will be exposed to view when the structure is completed shall be chamfered, unless finished with molding tools as specified in Section l8. 10. Preparation of forms and subgrade Prior to placement of concrete, the forms and subgrade shall be free of chips, sawdust, debris, water, ice, snow, extraneous oil, mortar, or other harmful substances or coatings and the temperature of all surfaces to be in contact with the new concrete shall be not be less than 40 degrees Fahrenheit. Any oil on the reinforcing steel or other surfaces required to be bonded to the concrete shall be removed. Rock surfaces shall be cleaned by air-water cutting, wet sandblasting, or wire brush scrubbing, as necessary, and shall be wetted immediately before placement of concrete. The earth surface shall be firm and damp. Placement of concrete on mud, dried earth, or uncompacted fill or frozen subgrade is not permitted. Items to be embedded in the concrete shall be positioned accurately and anchored firmly. Weepholes in walls or slabs shall be formed with nonferrous material. 11. Conveying Concrete shall be delivered to the site and discharged into the forms within l-1/2 hours after the introduction of the cement to the aggregates. In hot weather or under conditions contributing to quick stiffening of the concrete, the time between the introduction of the cement to the aggregates and discharge shall not exceed 45 minutes. The engineer may allow a longer time, provided the setting time of the concrete is increased a corresponding amount by the addition of an approved set-retarding admixture. In any case, concrete shall be conveyed from the mixer to the forms as rapidly as practicable by methods that prevent segregation of the aggregates and 210-VI-NEH 32 - 4 May 2001 assure no loss of mortar occurs. 12. Placing Concrete shall not be placed until the subgrade, forms, steel reinforcement, and embedded items have been inspected and approved. No concrete shall be placed except in the presence of the engineer. The contractor shall give reasonable notice to the engineer each time concrete is to be placed. Such notice shall provide sufficient time for the engineer to inspect the subgrade, forms, steel reinforcement, and other preparations for compliance with the specifications. Other preparations include, but are not limited to, the concrete mixing plant; delivery equipment system; placing, finishing, and curing equipment and system; schedule of work; workforce; and heating or cooling facilities, if applicable. Deficiencies are to be corrected before concrete is delivered for placing. The concrete shall be deposited as closely as possible to its final position in the forms. It shall be worked into the corners and angles of the forms and around all reinforcement and embedded items in a manner to prevent segregation of aggregates or excessive laitance. Formed concrete shall be placed in horizontal layers not more than 20 inches thick. Concrete shall not be dropped more than 5 feet vertically unless suitable equipment is used to prevent segregation. When high range water reducing agents are used, the concrete shall not be allowed to drop more than 10 feet. Hoppers and chutes, pipes, or "elephant trunks" shall be used as necessary to prevent segregation and the splashing of mortar on the forms and reinforcing steel above the layer being placed. Immediately after the concrete is placed in the forms, it shall be consolidated by spading, hand tamping, or vibration as necessary to ensure a smooth surface and dense concrete. Each layer shall be consolidated to ensure monolithic bond with the preceding layer. If the surface of a layer of concrete in place sets to the degree that it will not flow and merge with the succeeding layer when spaded or vibrated, the contractor shall discontinue placing concrete and shall make a construction joint according to the procedure specified in section 13. If placing is discontinued when an incomplete horizontal layer is in place, the unfinished end of the layer shall be formed by a vertical bulkhead. 13. Construction joints Construction joints shall be made at the locations shown on the drawings. If construction joints are needed that are not shown on the drawings, they shall be placed in locations approved by the engineer. Where a feather edge would be produced at a construction joint, as in the top surface of a sloping wall, an insert form shall be used so that the resulting edge thickness on either side of the joint is not less than 6 inches. In walls and columns, as each lift is completed, the top surface shall be immediately and carefully protected from any condition that might adversely affect the hardening of the concrete. Steel tying and form construction adjacent to concrete in place shall not be started until the concrete has cured at least 12 hours. Before new concrete is deposited on or against concrete that has hardened, the forms shall be retightened. New concrete shall not be placed until the hardened concrete has cured at least 12 hours. The surface of construction joints shall be cleaned of all unsatisfactory concrete, laitance, coatings, or debris by washing and scrubbing with a wire brush or wire broom or by other means approved by the engineer. The surface shall be kept moist for at least 1 hour before the new concrete is placed. 210-VI-NEH 32 - 5 May 2001 14. Expansion and contraction joints Expansion and contraction joints shall be made only at locations shown on the drawings. Exposed concrete edges at expansion and contraction joints shall be carefully tooled or chamfered, and the joints shall be free of mortar and concrete. Joint filler shall be left exposed for its full length with clean and true edges. Preformed expansion joint filler shall be held firmly in the correct position as the concrete is placed. When open joints are specified, they shall be constructed by the insertion and subsequent removal of a wooden strip, metal plate, or other suitable template in such a manner that the corners of the concrete are not chipped or broken. The edges of open joints shall be finished with an edging tool before the joint strips are removed. 15. Waterstops Waterstops shall be held firmly in the correct position as the concrete is placed. Joints in metal waterstops shall be soldered, brazed, or welded. Joints in rubber or plastic waterstops shall be cemented, welded, or vulcanized as recommended by the manufacturer. 16. Removal of forms Forms shall not be removed without the approval of the engineer. Forms shall be removed in such a way as to prevent damage to the concrete. Supports shall be removed in a manner that permits the concrete to take the stresses of its own weight uniformly and gradually. 17. Finishing formed surfaces Immediately after the forms are removed: a. All fins and irregular projections shall be removed from exposed surfaces. b. The holes produced on all surfaces by the removal of form ties, cone-bolts, and she-bolts shall be cleaned, wetted, and filled with a dry-pack mortar. The mortar will consist of one part portland cement, three parts sand that will pass a No. 16 sieve, and just sufficient water to produce a consistency such that the filling is at the point of becoming rubbery when the material is solidly packed. 18. Finishing unformed surfaces All exposed surfaces of the concrete shall be accurately screeded to grade and then float finished, unless specified otherwise. Excessive floating or troweling of surfaces while the concrete is soft is not permitted. Adding dry cement or water to the surface of the screeded concrete to expedite finishing is not allowed. Joints and edges on unformed surfaces that will be exposed to view shall be chamfered or finished with molding tools. 19. Curing Concrete shall be prevented from drying for a curing period of at least 7 days after it is placed. Exposed surfaces shall be kept continuously moist for the entire period, or until curing compound is applied as specified below. Moisture shall be maintained by sprinkling, flooding, or fog spraying, or by covering with continuously moistened canvas, cloth mats, straw, sand, or other approved material. Wood forms left in place 210-VI-NEH 32 - 6 May 2001 during the curing period shall be kept continuously wet. A formed surface shall be thoroughly wetted immediately after forms are removed and shall be kept wet until patching and repairs are completed. Water or covering shall be applied in such a way that the concrete surface is not eroded or otherwise damaged. Concrete, except at construction joints, may be coated with the approved curing compound instead of continued application of moisture, except as otherwise specified in section 24. The compound shall be sprayed on the moist concrete surface as soon as free water has disappeared, but shall not be applied to any surface until patching, repairs, and finishing of that surface are completed. The compound shall be applied at a uniform rate of not less than 1 gallon per 175 square feet of surface and shall form a continuous adherent membrane over the entire surface. Curing compound shall be thoroughly mixed before applying and continuously agitated during application. Curing compound shall not be applied to a surface requiring bond to subsequently placed concrete, such as construction joints, shear plates, reinforcing steel, and other embedded items. If the membrane is damaged during the curing period, the damaged area shall be resprayed at the rate of application specified above. Any surface covered by the membrane shall not be trafficked unless protected from wear. 20. Removal and replacement or repair When concrete is honeycombed, damaged, or otherwise defective, the contractor shall remove and replace the structure or structural member containing the defective concrete or, where feasible, correct or repair the defective parts. The contracting officer determines the required extent of removal, replacement, or repair. Before starting repair work, the contractor shall obtain the contracting officer's approval of the plan for repairs. The contractor shall perform all repair work in the presence of the engineer. 21. Concreting in cold weather Concrete shall not be mixed nor placed when the daily minimum atmospheric temperature is less than 40 degrees Fahrenheit unless facilities are provided to prevent the concrete from freezing. The use of accelerators or antifreeze compounds is not allowed. 22. Concreting in hot weather The contractor shall apply effective means to maintain the temperature of the concrete below 90 degrees Fahrenheit during mixing, conveying, and placing. 23. Measurement and payment For items of work for which specific unit prices are established in the contract, concrete is measured to the neat lines shown on the drawings and the volume of concrete is computed to the nearest 0.l cubic yard. Measurement of concrete placed against the sides of an excavation without using intervening forms is made only to the neatness or pay limits shown on the drawings. No deduction in volume is made for chamfers, rounded or beveled edges, or for any void or embedded item that is less than 5 cubic feet in volume. Payment for each item of structure concrete is made at the contract unit price or the contract lump sum; whichever is applicable for that item. Such payment constitutes full compensation for all labor, material, equipment, transportation, tools, forms, falsework, bracing, and all other items necessary and incidental to the completion of the work except items listed for payment elsewhere in the contract. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 24 of this specification. 24. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 14, STRUCTURE CONCRETE – floors, curbs, walls, ramps, headwalls & aprons This item shall consist of placing and furnishing concrete and steel reinforcement to construct the floors, walls, ramps, curbs, as well as the concrete for the scrape pad. These items shall be placed in the locations and to the elevations, depths and grades shown on the drawings. Installation of pipe posts for stalls, gates, panels shall also be included under this item, posts will be provided by owner. 1. Portland cement shall be Type II or IIA. Type I with 20 % fly-ash may be used with prior approval of engineer and if the strength of the design mix is not compromised. Air entrainment shall be added and in accordance with material specification 533. Floors that are power troweled, and below frost line, or in a building, air entrainment is not necessary (e.g. milkroom floor). 2. Concrete shall be Class 4000M (6 bag/cy) and shall have a minimum 28 day, in the field, compressive strength of 3000 psi. Test cylinders will be cast, cured, and submitted for testing by the engineer or his/her representative to insure that concrete conforms with minimum strength requirements. Concrete may also be tested by way of petro-graphic analysis to insure that a Class 4000M (6 bag/cy) is delivered. Concrete testing under 3000 psi will not be certified and the supplier will incur costs for replacing defective concrete. 3. Coarse aggregate shall conform to ASTM C 33 size designation number 67. 4. An approved set retarder shall be added to the concrete mix if concrete is poured between May 15 and September 15. Set retarder requirement may be waived with prior approval of engineer. 5. Drainfill shall be compacted by two passes over a 4" lift with a vibratory roller or plate compactor. Payment for delivering and placing drainfill will be included under Bid Item 13, Earthfill. 6. Pads, walls and curbs shall be straight, square, plumb, and true, and have a skilled, workmanlike finish. 7. 1¼” deep sawcuts (No expansion joint material) filled with a flexible caulking shall be placed at 100’ intervals. Areas where 1-1/4" deep sawcuts are not feasible, 1-1/4" preformed strips and/or grooving tooling shall be used to achieve continuous 1-1/4" deep separation. Sawcuts shall be cut within 36 hours of concrete placement. Joint/sawcut sealant shall conform to Material Specification 536 and conform to ASTM C-920. 8. Curing compound shall conform to ASTM C-309 type 1 or 2 and shall be placed immediately (within 20-30 minutes) after floating and final finish is completed. 9. Contractor shall provide the engineer a design mix 7 days prior to concrete placement for approval. Contractor shall give at least 48 hours notice to the inspector prior to concrete placement. A batch ticket shall be provided by the supplier for each load of concrete delivered to the site. The batch ticket shall state the class of concrete, amount of cement, coarse and fine aggregates, water and any admixtures used. Note: Material certification will be for all materials, be current(within 6 months), and the engineer can require the ready mix supplier to provide further testing results if he/she determines the provided certification is inadequate. 10. Inspecting and testing of concrete shall be conducted according to ACI 301 at a minimum. All tests and inspections shall follow the following guidelines: Any portion of a batch may be tested by the engineer for any of the purposes shown below. Samples taken for testing shall be representative of that part of the batch. a. Determining uniformity of the batch. b. Checking compliance with requirements for slump and air content when the batch is discharged over an extended period. c. Checking compliance of the concrete with the specifications when the whole amount being placed in a small structure, or a distinct part of a larger structure, is less than full batch. If concrete is conveyed to the placement location by pumping or conveyor belts, the samples shall be collected at the discharge end. When a plasticizing admixture is added to the concrete mix at the job site, slump tests are made both before the addition of the admixture to the concrete mix and after the admixture has been incorporated into the concrete mix. The tests on concrete are performed by the following methods unless otherwise specified: Type of test Test method (ASTM designation) Sampling C 172 Slump test C 143 Air content C 231 or C 173 Compression test specimens C 31 or C 42 Compressive strength testing C 39 Unit weight C 138 Temperature C 1064 K2S Engineering Inc. 32 - 7 Burke Dairy Inc. Ypsilanti, ND CONCRETE May 2021 A strength test for concrete is the average of two standard cured concrete cylinders prepared in accordance with ASTM C 31 from the same sample of concrete and tested in accordance with ASTM C 39 at 28 days, unless otherwise specified. If one cylinder shows manifest evidence of improper sampling, molding, curing, or testing, it shall be discarded and the strength of the remaining cylinder shall then be considered the compressive strength of the concrete. Should both cylinders show such defects, the entire test shall be discarded. (Engineer or Inspector on-site may choose to prepare one cylinder for testing at 28 days and one cylinder for testing at 7 days). If both cylinders are discarded or in-place concrete that was not sampled is in question, the in-place concrete may be sampled by coring in accordance with ASTM C 42. For core tests, these requirements shall be followed: a. At least three representative cores shall be taken from each area of concrete in question. If one or more of the cores shows signs of being damaged before testing, it shall be replaced by a new one. b. Test cores shall be prepared for testing in accordance with moisture conditioning in ASTM C 42 unless the engineer determines that the concrete in the structure will be dry under service conditions. If the concrete is determined to be dry under service conditions, the cores shall be air dried (temperature 60 °F to 80 °F and relative humidity less than 60%) for 7 days before testing and shall be tested dry. 11. Methods for concreting in cold weather shall be performed when, for more than 3 consecutive days, the following conditions exist: ! The average daily air temperature at the job site is less than 40 degrees Fahrenheit. (The average daily air temperature is the average of the highest and lowest temperatures occurring during the period from midnight to midnight.) ! The air temperature at the job site is not more than 50 degrees Fahrenheit for more than half of any 24-hour period. Concrete shall be protected against freezing during the first 24 hours after placement whether or not the average weather conditions specified above for cold weather concreting exist. The following provisions also shall apply unless otherwise specified: a. When the cement is added to the mix, the temperature of the mixing water shall not exceed 140 degrees Fahrenheit nor shall the temperature of the aggregate exceed 150 F. b. The temperature of the concrete at the time of placing shall be within the placement temperature range shown below, unless otherwise specified. Least dimension of section, inches Placement temperature, °F Less than 12 55 – 75 12 to 36 50 – 70 36 to 72 45 – 65 Greater than 72 40 – 60 c. The minimum temperature of the concrete for the first 72 hours after placement shall not be less than the minimum temperature shown above. Concrete structures shall be immediately protected after concrete placement by covering, housing, insulating, or heating concrete structures sufficiently to maintain the minimum temperature adjacent to the concrete surface. If the minimum temperature requirements are not met and the concrete did not freeze, the protection time will be extended a period equal to twice the number of hours the temperature was below the minimum temperature. d. Exhaust flue gases from combustion heaters shall be vented to the outside of the enclosure. The heat from heaters and ducts shall be directed in such a manner as to not overheat or dry the concrete in localized areas or to dry the exposed concrete surface. e. At the end of the protection period, the concrete shall be allowed to cool gradually. The maximum decrease at the concrete surface in a 24-hour period shall not exceed 40 degrees Fahrenheit. 12. Methods for concreting in hot weather shall be in accordance with the requirements set forth below. For the purpose of this specification, hot weather is defined as any combination of the following conditions that impair the quality of freshly mixed or hardened concrete by accelerating the rate of moisture loss and rate of cement hydration, or otherwise resulting in detrimental results: ! High ambient temperature ! High concrete temperature ! Low relative humidity ! Wind velocity ! Solar radiation K2S Engineering Inc. 32 - 8 Burke Dairy Inc. Ypsilanti, ND CONCRETE May 2021 Whenever the above conditions exist or when climatic conditions are such that the temperature of the concrete may reasonably be expected to exceed 90 degrees Fahrenheit at the time of delivery to the worksite or during the placement operations, the following provisions shall apply: a. The contractor shall maintain the temperature of the concrete below 90 degrees Fahrenheit during mixing, conveying, and placing. b. Exposed concrete surfaces that tend to dry or set too rapidly shall be continuously moistened using fog sprays or other means to maintain adequate moisture during the time between placement and finishing. Water shall not be sprinkled or added directly to the surface of the concrete before finishing. c. Finishing of slabs and other exposed surfaces shall be started as soon as the condition of the concrete allows and shall be completed without delay. Water shall not be sprinkled or added to the surface of the concrete during the darbying, bull floating, floating, or other finishing operations to facilitate finishing. d. Formed surfaces shall be kept completely and continuously wet from the time the concrete takes initial set to when the forms are removed. After the forms are removed, the concrete surfaces shall be kept completely and continuously wet for the duration of the curing period or until curing compound is applied in accordance to section 21. e. Exposed and unformed concrete surfaces, especially flat work placed with large areas of surface, shall be kept completely and continuously wet for the duration of the curing period or until curing compound is applied in accordance to section 19. The concrete shall be protected against thermal shock from rapid cooling (5 °F per hour or more than 40 °F per 24-hour period) of the concrete by application of curing water or temperature changes during the first 24 hours of the curing period. f. When any single or combination of conditions may result in very rapid setting or drying of the concrete, extreme conditions exist. For flat work and slab construction, extreme conditions exist when the evaporation rate exceeds 0.2 pound per square foot per hour. The engineer may: (1) Restrict placement to the most favorable time of the day. (2) Restrict the depth of layers to assure coverage of the previous layer while it will still respond readily to vibration. (3) Suspend placement until conditions improve. (4) Restrict the removal of forms, repair, and patching to small areas that can be protected with curing compound immediately. The evaporation rate for flat work and slab construction may be determined by calculating the evaporation rate from a shallow cake pan having a surface area of at least 1 square foot or by other methods approved by the engineer. 13. Waterstops are not required for this project. 14. Items subsidiary to this Bid item are: Pollution Control, Construction Specification 5 Construction Surveys, Construction Specification 7 Mobilization & Demobilization, Construction Specification 8 Water for Construction, Construction Specification 10 Removal of Water, Construction Specification 11 Steel Reinforcement, Construction Specification 34 15. If required by electrical code, all grounding for reinforcing steel will need to be inspected prior to concrete placement. 16. Repairing concrete shall be as follows: A. Repair cracks using Epoxy Injection as detailed in ACI RAP Bulletin 1, Structural Crack Repair by Epoxy Injection – B. Repair eroded concrete by 1) cleaning surface using an approved blasting method to remove manure, oils, dirt, curing compounds, laitance, weak surface mortar, and other detrimental materials that may interfere with bonding and/or curing of patch. 2) Area shall then be patched with a rapid hardening hydraulic cement (HCC) (i.e. >2000 psi in 6 hours) as per manufacturer’s instructions. 17. Payment will be as described in section 23, Measurement and payment. K2S Engineering Inc. 32 - 9 Burke Dairy Inc. Ypsilanti, ND CONCRETE May 2021 210-VI-NEH 34 - 1 May 2001 Construction Specification 34—Steel Reinforcement 1. Scope The work shall consist of furnishing and placing steel reinforcement for reinforced concrete or pneumatically applied mortar. 2. Material Steel reinforcement shall conform to the requirements of Material Specification 539, Steel Reinforcement (for concrete). Before reinforcement is placed, the surface of the bars and fabric and any metal supports shall be cleaned to remove any loose, flaky rust, mill scale, oil, grease, or other undesirable coatings or foreign substances. Epoxy-coated steel reinforcement shall be free of surface damage. After placement, the reinforcement shall be maintained in a clean and serviceable condition until it is completely embedded within the concrete. 3. Bar schedule, lists and diagrams Any supplemental bar schedules, bar lists or bar-bending diagrams required in section 10 of this specification to accomplish the fabrication and placement of steel reinforcement shall be provided by the contractor. Before reinforcement is placed, the contractor shall furnish four copies of any such lists or diagrams to the contracting officer for approval. Acceptance of the reinforcement is not based on approval of these lists or diagrams, but on inspection of the steel reinforcement after it has been placed, tied, and supported and is ready to receive concrete. 4. Bending Reinforcement shall be cut and bent in compliance with the requirements of the American Concrete Institute Standard 315. Bars shall not be bent or straightened in a manner that will injure or weaken the material. Bars with kinks, cracks, or improper bends will be rejected. 5. Splicing bar reinforcement Method 1—Splices of reinforcement shall be made only at locations shown on the drawings and provided by the steel schedule. Placement of bars at the lap splice locations shown, when not in contact, shall not be farther apart than one-fifth the shown lap length and in any case no greater than 6 inches. Method 2—Splices of reinforcement shall be limited to those locations shown on the drawings. Splice lengths shall be determined before fabrication and meet the requirements of ACI Standard 318, Building Code Requirements for Reinforced Concrete, based upon design information in section 10 of this specification. Bar placement drawings and schedules shall be provided for approval before fabrication. The drawings shall show all splice locations, layouts, and lap dimensions. 6. Splicing welded wire fabric Unless otherwise specified, welded wire fabric shall be spliced in the following manner: End-to-end—Adjacent sections shall be spliced end-to-end (longitudinal lap) by overlapping a minimum of one full mesh plus 2 inches plus the length of the two end overhangs. The splice length is measured from the end of the longitudinal wires in one piece of fabric to the end of the longitudinal wire in the lapped piece of fabric. Side-to-side—Adjacent sections shall be spliced side to side (transverse lap) a minimum of one full mesh plus 2 inches. The splice length shall be measured from the centerline of the first longitudinal wire in one piece of fabric to the centerline of the first longitudinal wire in the lapped piece of fabric. 7. Placing Reinforcement shall be accurately placed and secured in position to prevent its displacement during the placement of concrete. Tack welding of bars is not permitted. Metal chairs, metal hangers, metal spacers, and concrete chairs may be used to support the reinforcement. Metal hangers, spacers, and ties shall be placed in such a manner that they are not exposed in the finished concrete surface. The legs of metal chairs or side form spacers that may be 210-VI-NEH 34 - 2 May 2001 exposed on any face of slabs, walls, beams, or other concrete surfaces shall have a protective coating or finish. The coating or finish can be hot dip galvanizing, epoxy coating, plastic coating, or stainless steel. Metal chairs and spacers not fully covered by a protective coating or finish shall have a minimum cover of 0.75 inch of concrete over the unprotected metal part. The exception is that those with plastic coatings may have a minimum cover of 0.5 inch of concrete over the unprotected metal part. Precast concrete chairs shall be manufactured of the same class of concrete as specified for the structure and shall have the tie wires securely anchored in the chair or a V-shaped groove at least 0.75 inch in depth molded into the upper surface to receive the steel bar at the point of support. Precast concrete chairs shall be clean and moist at the time concrete is placed. High density or structural plastic rebar accessories designed to ensure maximum concrete bond may be substituted for metal or concrete accessories in spacer applications as approved by the contracting officer. Exposure of plastic rebar accessories at the finished concrete surface shall be kept to a minimum. Plastic rebar accessories, when used, shall be staggered along adjacent parallel bars and shall be placed at intervals no closer than 12 inches. Plastic rebar accessories shall not be used in concrete sections 6 inches or less in thickness. Reinforcement shall not be placed until the prepared site has been inspected and approved. After placement of the reinforcement, concrete shall not be placed until the reinforcement has been inspected and approved by the contracting officer's technical representative (COTR). 8. Storage Steel reinforcement stored at the work site shall be placed on platforms, skids, or other supports. This is done so that contact with the ground is avoided and the material is protected from mechanical damage and/or corrosion. 9. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, the weight of steel reinforcement placed in the concrete in accordance with the drawings is determined to the nearest pound by computation from the placing drawings. Measurement of hooks and bends is based on the requirements of ACI Standard 315. Computation of weights of reinforcement is based on the unit weights established in tables 34–1 and 34–2 of this specification. Computation of weights for welded wire fabric not shown in table 34–2 shall be based on ACI Standard 315. The area of welded wire fabric reinforcement placed in the concrete in accordance with the drawings is determined to the nearest square foot by computation from the placing drawings with no allowance for required laps. The weight of steel reinforcing in extra splices or extra-length splices approved for the convenience of the contractor or the weight of supports and ties is not included in the measurement for payment. Payment for furnishing and placing reinforcing steel is made at the contract unit price. Such payment constitutes full compensation for all labor, material, equipment, and all other items necessary and incidental to the completion of the work including preparing and furnishing bar schedules, lists, or diagrams; furnishing and attaching ties and supports; and furnishing, transporting, storing, cutting, bending, cleaning, and securing all reinforcements. Method 2—For items of work for which specific unit prices are established in the contract, the weight of bar reinforcement placed in the concrete in accordance with the drawings is determined to the nearest pound by computation from the placing drawings. Measurement of hooks and bends is based on the requirements of ACI Standard 315. Computation of weights of bar reinforcement is based on the unit weights established in table 34–1 of this specification. The weight of steel reinforcing in extra splices or extra length splices approved for the convenience of the contractor or the weight of supports and ties is not included in the measurement for payment. The area of welded wire fabric reinforcement placed in the concrete in accordance with the drawings is determined to the nearest square foot by computation from the placing drawings with no allowance for required laps. Payment for furnishing and placing bar reinforcing steel is made at the contract unit price for bar reinforcement. Payment for furnishing and placing welded wire fabric reinforcing steel is made at the contract unit price for welded wire fabric reinforcement. Such payment constitutes full compensation for all labor, material, equipment, 210-VI-NEH 34 - 3 May 2001 and all other items necessary and incidental to the completion of the work including preparing and furnishing bar schedules, lists, or diagrams; furnishing and attaching ties and supports; and furnishing, transporting, cutting, bending, cleaning, and securing all reinforcement. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items to which they are made subsidiary are identified in section 10 of this specification. 10. Items of work and construction details Table 34–1 Standard reinforcing bars Bar size no. Weight (lb/ft) 3 0.376 4 0.668 5 1.043 6 1.502 7 2.044 8 2.670 9 3.400 10 4.303 11 5.313 14 7.650 18 13.600 Table 34–2 Rectangular welded wire fabric - - - - - - - - - - - - - - Style designation 1/ - - - - - - - - - - - - - - Weight by steel wire gauge by W-number (lb./100 ft2) 6 x 6 – 10 x 10 6 x 6 – W1.4 x W1.4 21 6 x 6 – 8 x 8 6 x 6 – W2.1 x W2.1 30 6 x 6 – 6 x 6 6 x 6 – W2.9 x W2.9 42 6 x 6 – 4 x 4 6 x 6 – W4.0 x W4.0 58 4 x 4 – 10 x 10 4 x 4 – W1.4 x W1.4 31 4 x 4 – 8 x 8 4 x 4 – W2.1 x W2.1 44 4 x 4 – 6 x 6 4 x 4 – W2.9 x W2.9 62 4 x 4 – 4 x 4 4 x 4 – W4.0 x W4.0 85 4 x 12 – 8 x 12 4 x 12 – W2.1 x W0.9 2/ 25 4 x 12 – 7 x 11 4 x 12 – W2.5 x W1.1 2/ 31 1/ Style designation is defined in ACI Standard 315 of the American Concrete Institute. 2/ Welded smooth wire fabric with wires smaller than size W1.4 is manufactured from galvanized wire. 10. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. SUBSIDIARY ITEM, STEEL REINFORCEMENT This item shall consist of the work and materials necessary to supply and place reinforcing steel as shown on drawings and as described in this specification. 1. In section 5, Splicing bar reinforcement, Method 1 shall apply and minimum splice length shall be 30 times the bar diameter (e.g. 30 times 0.5" =15" overlap for #4 rebar). 2. Minimum concrete cover over reinforcing steel is 2 inches unless otherwise shown or specified. 3. Rebar shall be grade 60. 4. Rebar shall be welded and properly grounded in pits, buildings and waterer pads. If required by electrical code, all grounding for reinforcing steel will need to be inspected prior to concrete placement. 5. No payment will be made for this item. Compensation will be considered as included in the payment for Bid Item 14: Structure Concrete. K2S Engineering Inc. 34 - 4 Burke Dairy Inc. Ypsilanti, ND STEEL REBAR May 2021 210-VI-NEH 44-1 May 2001 Construction Specification 44—Corrugated Polyethylene Tubing 1. Scope The work consists of furnishing and installing tubing and the necessary fittings and appurtenances as shown on the drawings and as outlined in this specification. 2. Material Corrugated polyethylene tubing and fittings shall conform to the material requirements as outlined in Material Specification 548, Corrugated Polyethylene Tubing. When perforations are specified, the water inlet area shall be a minimum of 1 square inch per lineal foot of tubing. The inlets either shall be circular perforations or slots equally spaced along the length and circumference of the tubing. Unless otherwise specified, circular perforations shall not exceed 3/16 inch in diameter, and slot perforations shall not be more that 1/8 inch wide. Geotextile filter socks, when required, shall meet the material requirements outlined in section 9 of this specification. Granular bedding material, when specified, shall conform to the requirements specified in section 9 of this specification. The tubing shall be appropriately marked with ASTM or AASHTO designation. 3. Handling and storage Tubing shall be delivered to the job site and handled by means that provide adequate support to the tubing and do not subject it to undue stresses or damage. When handling and placing corrugated polyethylene tubing, care shall be taken to prevent impact blows, abrasion damage, and gouging or cutting (by metal edges and/or surface or rocks). The manufacturer's special handling requirements shall be strictly observed. Special care shall be taken to avoid impact when the pipe must be handled at a temperature of 40 degrees Fahrenheit or less. Tubing shall be stored on a relatively flat surface so that the full length of the tube is evenly supported. Unless the tube is specifically manufactured to withstand exposure to ultraviolet radiation, it shall be covered with an opaque material when stored outdoors for 15 days or longer. 4. Excavation Unless otherwise specified or approved by the engineer, excavation for and subsequent installation of each tube line shall begin at the outlet end and progress upgrade. The trench or excavation for the tubing shall be constructed to the lines, depths, cross sections, and grade shown on the drawings, specified in Section 9 of this specification, or as approved by the engineer. Trench shields, shoring and bracing, or other suitable methods necessary to safeguard the contractor's employees and the works of improvement and to prevent damage to the existing improvements shall be furnished, placed, and subsequently removed by the contractor. 5. Preparing the tubing bed and blinding the tubing When a granular filter or envelope is specified, the filter or envelope material shall be placed in the bottom of the trench just before the tubing is laid. The tubing shall then be laid and the filter and envelope material placed to a depth over the top of the tubing of not less than that shown on the drawings or as specified in section 9 of this specification. When a granular filter or envelope is not specified, the bottom of the trench shall be shaped to form a semicircular or trapezoidal groove in its center. This groove shall provide support for not less than a fourth of the outside circumference of the tubing. After the tubing is placed in the excavated groove, it shall be capped with friable material 210-VI-NEH 44-2 May 2001 from the sides of the trench. The friable material shall be placed around the tubing, completely filling the trench to a depth of at least 3 inches over the top of the tubing. For material to be suitable, it must not contain hard clods, rocks, frozen soil, or fine material that will cause a silting hazard to the drain. Tubing placed during any day shall be blinded (place required soil material around and over pipe) and temporarily capped before construction activities are completed for that day. 6. Placement and joint connections All tubing shall be installed to grade as shown on the drawings. After the tubing is placed in the trench and blinded, allow sufficient time for the tubing to adapt to the soil temperature before backfilling. Maximum allowable stretch of the tubing is 5 percent. Special precautions must be implemented on hot, bright days to ensure that the stretch limit is not exceeded and excessive deflection does not occur as a result of installation procedures, including backfill operations. Unless otherwise specified in section 9 of this specification or shown on the drawings, connections are made with manufactured junctions comparable in strength with the specified tubing. All split fittings shall be securely fastened with nylon cord or plastic zip ties before any backfill is placed. All buried ends shall be supplied with end caps unless otherwise approved by the engineer. 7. Backfilling Unless otherwise specified in section 9 of this specification, the backfilling of the trench shall be as shown on the drawings and completed as rapidly as is consistent with the soil conditions. Automatic backfilling machines may be used only when approved by the engineer. Backfill shall extend above the ground surface and be well rounded and centered over the trench. 8. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, the quantity of each kind and size of tubing is determined to the nearest foot of length measured along the centerline of the installed tubing. Payment for each kind and size of tubing is made at the contract unit price for that kind and size of tubing. Such payment constitutes full compensation for all labor, equipment, tools, and all other items necessary and incidental to furnishing, transporting, and installing the tubing, including excavation, shoring, geotextile or granular filter (when specified), backfill and all fittings, appurtenances, and other items required to complete the work. Payment for appurtenances listed separately in the bid schedule is made at the contract unit price(s) for the size and type of appurtenance listed. Method 2—For items of work for which specific unit prices are established in the contract, the quantity of each kind, size, and class of tubing is determined to the nearest foot by measurement of the laid length along the crown centerline of the tubing. Payment for each kind, size, and class of tubing is made at the contract unit price for the kind, size, and class. Such payment constitutes full compensation for furnishing, transporting, and installing the tubing, including shoring, all fittings, thrust blocks, appurtenances, and other items necessary and incidental to the completion of the work. Payment for appurtenances listed separately in the bid schedule are made at the contract prices for those items. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 9 of this specification. C. BID ITEM 7, CORRUGATED PE TUBING - 6" PIPE This item shall consist of the work and materials necessary to install the 6" pipes, necessary fittings and appurtenances. 1. The pipe (s) shall: a. be 6" diameter, corrugated, polyethylene pipe and shall conform to Material Specification 548. b. be installed at the locations and to the lines, grades and lengths shown on drawings. c. include 20’ of 6’’ schedule 40 PVC at outlet end as described on drawings. d. be backfilled with suitable material from excavations and bedded with gravel as described in drawings. e. be fitted with a geo-sock. 2. When working in or near township/county/state road right-of way the contractor shall be responsible for traffic control pursuant to the Federal Highway Administration Manual of Uniform Traffic Control Devices and/or local government approved means. The contractor shall obtain any necessary permits from the township, county or state before working within the right-of-way. 3. Initial backfill compaction shall be accomplished by hand and or power tamping. Enough effort shall be applied to provide a firm, dense fill. Final backfill compaction is required where pipe trenches cross roads or other areas designated on drawings. Final backfill compaction shall be accomplished with power tamping equipment for fine textured soils and vibratory plate compactors for course textured materials. Final backfill of trench excavation in non-designated areas shall extend 6" above finished ground surface and shall be well rounded over the trench. 3. Items subsidiary to this Bid item are: Pollution Control, Construction Specification 5; Water for Construction, Construction Specification 10 Mobilization & Demobilization, Construction Specification 8 Removal of Water, Construction Specification 11 Construction Surveys, Construction Specification 7 4. In section 8, Measurement and payment, Method 2 shall apply. D. BID ITEM 5, CORRUGATED PE TUBING - 15" PIPE This item shall consist of the work and materials necessary to install the pipes, necessary fittings and appurtenances. 1. The pipe (s) shall: a. be 15" (as specified on drawings) diameter, corrugated, smooth interior, polyethylene pipe and shall conform to Material Specification 548. b. be installed at the locations and to the lines, grades and lengths shown on drawings. c. fitted with concrete headwalls and plunge pools as described on drawings. d. be backfilled with suitable material from excavations as described in drawings. 2. When working in or near township/county/state road right-of way the contractor shall be responsible for traffic control pursuant to the Federal Highway Administration Manual of Uniform Traffic Control Devices and/or local government approved means. The contractor shall obtain any necessary permits from the township, county or state before working within the right-of-way. 3. Initial backfill compaction shall be accomplished by hand and or power tamping. Enough effort shall be applied to provide a firm, dense fill. Final backfill compaction is required where pipe trenches cross roads or other areas designated on drawings. Final backfill compaction shall be accomplished with power tamping equipment for fine textured soils and vibratory plate compactors for course textured materials. Final backfill of trench excavation in non-designated areas shall extend 6" above finished ground surface and shall be well rounded over the trench. K2S Engineering Inc. 44 - 3 Burke Dairy Inc. Ypsilanti, ND CORRUGATED PE TUBING May 2021 4. Items subsidiary to this Bid item are: Pollution Control, Construction Specification 5; Water for Construction, Construction Specification 10 Mobilization & Demobilization, Construction Specification 8 Removal of Water, Construction Specification 11 Construction Surveys, Construction Specification 7 5. In section 8, Measurement and payment, Method 2 shall apply. E. BID ITEM 6, CORRUGATED PE TUBING - 18" PIPE This item shall consist of the work and materials necessary to install the pipes, necessary fittings and appurtenances. 1. The pipe (s) shall: a. be 18" (as specified on drawings) diameter, corrugated, smooth interior, polyethylene pipe and shall conform to Material Specification 548. b. be installed at the locations and to the lines, grades and lengths shown on drawings. c. fitted with concrete headwalls and plunge pools as described on drawings. d. be backfilled with suitable material from excavations as described in drawings. 2. When working in or near township/county/state road right-of way the contractor shall be responsible for traffic control pursuant to the Federal Highway Administration Manual of Uniform Traffic Control Devices and/or local government approved means. The contractor shall obtain any necessary permits from the township, county or state before working within the right-of-way. 3. Initial backfill compaction shall be accomplished by hand and or power tamping. Enough effort shall be applied to provide a firm, dense fill. Final backfill compaction is required where pipe trenches cross roads or other areas designated on drawings. Final backfill compaction shall be accomplished with power tamping equipment for fine textured soils and vibratory plate compactors for course textured materials. Final backfill of trench excavation in non-designated areas shall extend 6" above finished ground surface and shall be well rounded over the trench. 3. Items subsidiary to this Bid item are: Pollution Control, Construction Specification 5; Water for Construction, Construction Specification 10 Mobilization & Demobilization, Construction Specification 8 Removal of Water, Construction Specification 11 Construction Surveys, Construction Specification 7 4. In section 8, Measurement and payment, Method 2 shall apply. F. BID ITEM 8, CORRUGATED PE TUBING – 3” or 4” liner venting This item shall consist of the work and materials necessary to install the 6" pipes, necessary fittings and appurtenances. 1. The pipe (s) shall: a. be 3 or 4" diameter, corrugated, polyethylene pipe and shall conform to Material Specification 548. b. be installed at the locations and to the lines, grades and lengths shown on drawings. 2. In section 8, Measurement and payment, Method 2 shall apply. K2S Engineering Inc. 44 - 4 Burke Dairy Inc. Ypsilanti, ND CORRUGATED PE TUBING May 2021 210-VI-NEH 45 - 1 May 2001 Construction Specification 45—Plastic Pipe 1. Scope The work consists of furnishing and installing plastic pipe (except corrugated polyethylene tubing) and the necessary fittings and appurtenances as shown on the drawings or as specified herein. 2. Material Pipe, fittings, and gaskets shall conform to the requirements of Material Specification 547, Plastic Pipe, and as specified in section 14 of this specification or as shown on the drawings. Perforated pipe shall conform to the requirements of Material Specification 547, Plastic Pipe, and as specified in section 14 of this specification or as shown on the drawings. Unless otherwise specified, concrete shall conform to the requirements of Construction Specification 32, Structure Concrete, and section 8 of this specification. Unless otherwise specified, earth backfill shall conform to the requirements of Construction Specification 23, Earthfill. Unless otherwise specified, drainfill shall conform to the requirements of Construction Specification 24, Drainfill. 3. Handling and storage Pipe shall be delivered to the job site and handled by means that provide adequate support to the pipe and do not subject it to undue stresses or damage. When handling and placing plastic pipe, care shall be taken to prevent impact blows, abrasion damage, and gouging or cutting (by metal edges and/or surface or rocks). The manufacturer's special handling requirements shall be strictly observed. Special care shall be taken to avoid impact when the pipe must be handled at a temperature of 40 degrees Fahrenheit or less. Pipe shall be stored on a relatively flat surface so that the barrels are evenly supported. Unless the pipe is specifically manufactured to withstand exposure to ultraviolet radiation, it shall be covered with an opaque material when stored outdoors for 15 days or longer. 4. Excavation Excavation shall be in accordance with Construction Specification 21, Excavation, and section 14 of this specification or as shown on the drawings. The pipe foundation shall be excavated a minimum of 4 inches lower than the pipe grade shown on the drawings or staked in the field whenever bedrock, boulders, cobbles, or other material that may cause pipe damage is encountered at planned pipe grade. 5. Laying the pipe Plastic pipe conduits complete with fittings and other related appurtenances shall be installed to the lines and grades shown on the drawings or specified in section 14 of this specification. The pipe shall be installed so that there is no reversal of grade between joints unless otherwise shown on the drawings. The pipe shall not be dropped or dumped on the bedding or into the pipe trench. The ground surface near the pipe trench shall be free of loose rocks and stones greater than 1 inch in diameter. This ensures that rock will not be displaced and impact the pipe. 210-VI-NEH 45 - 2 May 2001 Just before placement, each pipe section shall be inspected to ensure that all foreign material is removed from inside the pipe. The pipe ends and the couplings shall be free of foreign material when assembled. At the completion of a work shift, all open ends of the pipeline shall be temporarily closed off using a suitable cover or plug. Care shall be taken to prevent distortion and damage during hot or cold weather. During unusually hot weather (daytime high temperature of more than 90 °F), the pipe assembled in the trench shall be lightly backfilled or shaded to keep it as near to ground temperature as possible until final backfill is placed. Backfill operations should be performed during daily construction periods when the ground temperature and the temperature of the pipe do not vary more than 40 degrees Fahrenheit. Perforated pipe shall be installed with the perforations down and oriented symmetrically about the vertical centerline. Perforations shall be clear of any obstructions on the inside and outside of the pipe when the pipe is approved by the engineer for backfill. During installation, the pipe shall be firmly and uniformly bedded throughout its entire length, to the depth and in the manner specified in section 14 of this specification or as shown on the drawings. Bell-holes shall be placed in bedding material under bells, couplings, and other fittings to assure the pipe is uniformly supported throughout its entire length. Blocking or mounding beneath the pipe to bring the pipe to final grade is not permitted. 6. Pipe embedment Earth bedding—The pipe shall be firmly and uniformly placed on compacted earthfill bedding or an inplace earth material bedding of ample bearing strength to support the pipe without noticeable settlement. The earth material on which the pipe is placed shall be of uniform density to prevent differential settlement. Unless otherwise specified, a groove that closely conforms to the outside surface of the pipe shall be formed in the bedding. The depth of the groove shall be equal to or greater than 0.3 of the pipe diameter. Earth bedding shall be compacted to a density not less than adjacent undisturbed inplace earth material or be compacted earth backfill. Earthfill material used for compacted earth bedding shall be free of rocks or stones greater than 1 inch in diameter and earth clods greater than 2 inches in diameter. The pipe shall be loaded sufficiently during the compaction of bedding under the haunches and around the sides of the pipe to prevent displacement from its final approved placement. Sand, gravel, or crushed rock bedding—When sand, gravel, or crushed rock bedding is specified, the pipe shall be firmly and uniformly placed on the bedding material. Material for bedding shall not exceed 1 inch in diameter. Unless otherwise specified in section 14 of this specification or shown on the drawings, the coarse-grained bedding material shall be carefully placed and compacted to a depth equal to or greater than 0.3 of the diameter of the pipe above the bottom of the pipe. The pipe shall be loaded sufficiently during backfilling and compaction around the sides to prevent displacement of the pipe from its final approved placement. Pipe encased in drainfill—The pipe shall be firmly and uniformly placed on bedding of specified drainfill. Drainfill shall be placed and compacted as specified in section 14 of this specification or as shown on the drawings to form a continuous uniform support around the entire circumference of the pipe. The pipe shall be loaded sufficiently during backfilling around the sides and during compaction to prevent 210-VI-NEH 45 - 3 May 2001 displacement of the pipe. 7. Backfill Initial backfill—Unless otherwise specified, initial backfill to 6 inches above the top of the conduit is required. Earth haunching and initial backfill material shall consist of soil material that is free of rocks, stones, or hard clods more than 1 inch in diameter. Coarse backfill material shall be the specified sand, gravel, crushed rock, or drainfill material. Initial backfill shall be placed in two stages. In the first stage (haunching), backfill is placed to the pipe spring line (center of pipe). In the second stage, it is placed to 6 inches above the top of the pipe. The first stage material shall be worked carefully under the haunches of the pipe to provide continuous support throughout the entire pipe length. The haunching backfill material shall be placed in layers that have a maximum thickness of about 6 inches and are compacted as specified in section 14 of this specification or as shown on the drawings. During compaction operations, care shall be taken to ensure that the tamping or vibratory equipment does not come in contact with the pipe and the pipe is not deformed or displaced. When pressure testing is not specified, the pipe shall be covered with a minimum of 6 inches of backfill material as soon as possible following assembling of the pipe in the trench, but not later than within the same day that placement has occurred. When pressure testing is specified, sufficient backfill material shall be placed over the pipe to anchor the conduit against movement during pressure testing activities. Final backfill—Final backfill shall consist of placing the remaining material required to complete the backfill from the top of the initial backfill to the ground surface, including mounding at the top of the trench. Final backfill material within 2 feet of the top of the pipe shall be free of debris or rocks larger than 3 inches nominal diameter. Coarse backfill material shall be the specified sand, gravel, crushed rock, or drainfill. Final backfill shall be placed in approximately uniform, compacted layers. Final backfill compaction requirements shall be as specified in section 14 of this specification or as shown on the drawings. Vehicles or construction equipment shall not be allowed to cross the pipe until the minimum earth cover and required density as specified in section 14 of this specification has been obtained. 8. Pipe encasement in concrete Concrete encasement shall be carefully placed to form a continuous uniform support around the entire circumference of the pipe as specified in section 14 of this specification or as shown on the drawings. Pipes encased in concrete shall be securely anchored to prevent movement of the pipe during concrete placement. A clear distance of 1.5 inch shall be maintained between the pipe and the reinforcing steel. The concrete for the encasement shall conform to the requirements of Construction Specification 32, Structure Concrete, for Class 3000M concrete unless otherwise specified. 9. Joints Unless otherwise specified in section 14 of this specification or shown on the drawings, joints shall be either bell and spigot type with elastomeric gaskets, coupling type, solvent cement bell and spigot, or jointed by butt heat fusion. When a lubricant is required to facilitate joint assembly, it shall be a type having no deleterious affect on the gasket or pipe material. 210-VI-NEH 45 - 4 May 2001 Pipe joints shall be watertight at the pressures specified except where unsealed joints are indicated. Pipe shall be installed and joined in accordance with the manufacturer's recommendations. Laying deflections and joint fitting or stab depths shall be within the manufacturer's recommended tolerances. When solvent cement joints are specified for PVC or ABS pipe and fittings, they shall be made in accordance with the following ASTMs and the related appendix of each ASTM; D 2855 for PVC pipe and fittings and D 2235 for ABS pipe and fittings. Flanged, banded, heat-fusion, or elastomeric-sealed mechanical joints shall be used when joining polyethylene (PE) and high density polyethylene (HDPE) pipe and fittings unless otherwise specified in section 14 of this specification or as shown on the drawings. Pipe ends shall be cut square and be deburred to provide a uniform, smooth surface for the jointing process. Reference marks shall be placed on the spigot ends to assist in determining when proper seating depth has been achieved within the joint. 10. Fittings Unless otherwise specified, steel fittings, valves, and bolted connections shall be painted or coated as recommended by the manufacturer. Fittings for nonpressure pipe shall be of the same or similar material as the pipe and shall provide the same durability, watertightness, and strength as the pipe unless otherwise specified. 11. Thrust blocks and anchors When specified, concrete thrust blocks and anchors shall be installed as shown on the drawings or specified in section 14 of this specification. The concrete for the thrust blocks and anchors shall conform to the requirements of Construction Specification 32, Structure Concrete, for Class 3000M concrete unless otherwise specified in section 14 of this specification. The thrust block cavity shall be hand dug into undisturbed soil or previously placed compacted backfill. The cavity shall be formed with soil or wood to hold the freshly placed concrete without displacement until an initial set has occurred. When excavation beyond the designated trench widths and depths as shown on the drawings or specified in section 14 of this specification occurs at locations where installation of concrete thrust blocks is required, the contractor shall install an alternative thrust block provision. The concrete thrust block shall have a thickness of one pipe diameter and a contact face area that shall be formed against the pipe as shown on the drawings or specified in section 14 of this specification. Backfill shall be placed on all sides of the thrust block and to the sides of the excavation. It shall be compacted as specified for initial backfill. 12. Pressure testing Method 1—Pressure testing of the completed conduit is not required. Method 2—The conduit shall be tested for leaks in the following manner: a. Before pressure testing: (1) Joints of the assembled pipeline shall be allowed to cure as recommended by the manufacturer. 210-VI-NEH 45 - 5 May 2001 (2) Pipeline shall be flushed and cleaned. (3) All concrete anchors and thrust blocks shall be in place and allowed to cure for a minimum of 3 days. (4) Earth backfill shall be sufficient to anchor the conduit against movement during the pressure testing and shall be compacted as specified in Section 14 of this specification or as shown on the drawings. (5) The conduit shall be braced, anchored, or both, at each end to restrict all potential pipe movement. (6) The ends of the conduit shall be plugged. The upstream plug shall have a standpipe installed vertically having a minimum diameter of 2 inches and shall be equipped with a shutoff valve. All high points in the line shall be vented to evacuate air pockets. The conduit and the standpipe shall be slowly filled with water such that no air is entrapped during the filling operation. After filling is complete, all vents shall be closed. b. During pressure testing, the water level in the standpipe shall be continuously maintained at a minimum of 10 feet above the highest invert elevation of the conduit for no less than 2 hours unless otherwise specified in section 14 of this specification or as shown on the drawings. The volume of water leakage in the 2-hour test period shall be recorded. The maximum allowable leakage (L) in gallons per hour shall not exceed 0.02 times the nominal pipe diameter (D) in inches for each 1,000 feet of pipe line, which is about 50 pipe joints (L = 0.02 x D). c. When observed leakage exceeds the allowable, leaks shall be sealed by replacement of pipe and fittings as necessary. The conduit shall be retested as described above. This procedure shall be repeated until the conduit leakage does not exceed the allowable specified above. The contractor shall be fully responsible for any and all work required to correct leakage exceeding the amount specified. Method 3—The conduit shall be tested for leaks in the following manner: a. Before pressure testing: (1) Joints of the assembled pipeline shall be allowed to cure as recommended by the manufacturer. (2) Pipeline shall be flushed and cleaned. (3) All concrete anchor and thrust blocks shall be in place and allowed to cure for at least 3 days. (4) Earth backfill shall be sufficient to anchor the conduit against movement during the pressure testing and compacted as specified in section 14 of this specification or as shown on the drawings. (5) The conduit shall be braced and/or anchored at each end to prevent all potential pipe movement. (6) The ends of the conduit shall be plugged, and a pressure gauge shall be attached to the upstream and downstream ends. All high points along the pipeline shall be vented to permit the complete removal of all air within the pipeline. The conduit shall be slowly filled with water such that no air is entrapped during the filling operations. b. The testing pressure specified in section 14 of this specification shall be continuously maintained at the upstream gauge for a minimum of 2 hours. The pressure at the downstream gauge shall not exceed the pressure rating of the pipe. c. The volume of water leakage for the 2-hour test period shall be recorded. Maximum allowable leakage shall be in accordance with the following: 210-VI-NEH 45 - 6 May 2001 Allowable leakage for plastic pipe (gal/hr/1,000 feet, or 50 pipe joints) 1/ Nominal Test pressure in the pipeline (lb/in2) pipe size 50 100 150 200 (in) - - - - - - - - Allowable leakage - - - - - - - 4 .19 .27 .33 .38 6 .29 .41 .50 .57 8 .38 .54 .66 .76 10 .48 .68 .83 .96 12 .57 .81 .99 1.15 14 .67 .95 1.16 1.34 15 .72 1.02 1.25 1.44 16 .76 1.07 1.32 1.52 18 .86 1.22 1.49 1.72 1/ Computation basis where: L = allowable leakage in gallons per hour N = number of joints (pipe and fittings) D = nominal diameter of pipe in inches P = test pressure in pounds per square inch d. When observed leakage exceeds the allowable, leaks shall be sealed by replacement of pipe and fittings as necessary. The conduit shall be retested as described in this section. The procedure shall be repeated until the conduit leakage does not exceed the allowable specified above. The contractor shall be fully responsible for any and all work required to correct leakage exceeding the amount specified. 13. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, the quantity of each kind, size, and class of pipe is determined to the nearest foot by measurement of the laid length along the crown centerline of the conduit. Payment for each kind, size, and class of pipe is made at the contract unit price for that kind, size, and class. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe including excavation, shoring, backfill, bedding, thrust blocks, and all fittings, appurtenances, and other items necessary and incidental to the completion of the work. Payment for appurtenances listed separately in the bid schedule is made at the contract prices for those items. Method 2—For items of work for which specific unit prices are established in the contract, the quantity of each kind, size, and class of pipe is determined as the sum of the nominal laying lengths of the sections used. Payment for each kind, size, and class of pipe is made at the contract unit price for the kind, size, and class. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe including excavation, shoring, backfill, bedding, thrust blocks, and all fittings, appurtenances, and other items necessary and incidental to the completion of the work. Payment for appurtenances listed separately L ND P7 400, 210-VI-NEH 45 - 7 May 2001 in the bid schedule is made at the contract prices for those items. Method 3—For items of work for which specific unit prices are established in the contract, the quantity of each kind, size, and class of pipe is determined to the nearest foot by measurement of the laid length along the crown centerline of the conduit. Payment for each kind, size, and class of pipe is made at the contract unit price for the kind, size, and class. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe including shoring, all fittings, thrust blocks, appurtenances, and other items necessary and incidental to the completion of the work. Payment for appurtenances listed separately in the bid schedule is made at the contract prices for those items. Method 4—For items of work for which specific unit prices are established in the contract, the quantity of each kind, size, and class of pipe is determined as the sum of the nominal laying lengths of the pipe sections used. Payment for each kind, size, and class of pipe is made at the contract unit price for that kind, size, and class. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe including shoring, all fittings, thrust blocks, appurtenances, and other items necessary and incidental to the completion of the work. Payment for appurtenances listed separately in the bid schedule is made at the contract prices for those items. Methods 3 and 4—Excavation, backfill, and bedding is paid separately under their respective bid items. All measurement and payment methods—Compensation for any items of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and items to which they are made subsidiary are identified in section 14 of this specification. 14. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: Pertinent data for 160 lactating cows and 194 other is listed below: Supply Location: storage tank Materials: pump, fittings for waterers, pressure tanks, valves, fittings, gauges, water meter, and other necessary equipment and tools. Estimated Daily Water Use for,: 160 x 40 gpd/hd = ~6,400 gallons; 194 x 10 gpd/hd = ~1,940 gallons; Estimated demand for all head; 8,340 gallons over an 8 hr window = ~18 gpm Does not include incidental water. -with headloss’s the system will need more than 18 gpm output; This is a recommendation -if a higher output is preferred by manager then design accordingly. Plumbing and new wells shall be in accordance with State Well Code and rural water authority. Large stock-water tanks or additional waterers within buildings are recommended if well output/flow is low. In conclusion the wells should be pump tested and a rural water daily allotment should be secured to insure that the water system meets the planned needs, then designed accordingly. A. BID ITEM 3, PLASTIC PIPE - PUMP SYSTEM FOR PERIMETER DRAIN This item shall consist of performing the work and providing the materials necessary to install the sump, cover, pump, and associated motors, elbows, wyes, tees, fittings, plumbing, valving and necessary appurtenances. These items shall be placed to the locations, lines and grades shown on drawings. Refer to drawing for additional requirements. 1. Pump shall be capable of transferring water to the locations and elevations shown on drawings. Pump manufacturer shall design pump units accordingly. 2. In section 13, Measurement and payment, Method 1 shall apply. B. BID ITEM 4, PLASTIC PIPE -2" DISCHARGE LINE FOR PERIMETER DRAIN This item shall consist of performing the work and providing the materials necessary to install the pipe, fittings, clean-outs, elbows, wyes, tees, fittings and necessary appurtenances in accordance with this specification, manufacturer’s recommendations, and at the location(s) and to the elevations, lines and grades shown on drawings. 1. 2" pipe shall be schedule 40 poly(vinyl) PVC and shall conform to ASTM D-1785. Fittings shall be PVC and conform to ASTM D-2665. Connections shall be cemented with PVC solvent conforming to ASTM D-2564. 2. Refer to drawings for pipe lengths, required flows and elevations. 3. In section 6, Pipe embedment, Earth bedding shall apply. 4. In section 7, Backfill, Initial backfill compaction shall be accomplished by hand and or power tamping. Enough effort shall be applied to provide a firm, dense fill. Final backfill compaction is required where pipeline trenches cross roads or other areas designated on drawings. Final backfill compaction shall be accomplished with power tamping equipment for fine textured soils and vibratory plate compactors for course textured materials. Final backfill of trench excavation in non-designated areas shall extend 6" above finished ground surface and shall be well rounded over the trench. 5. Items subsidiary to this Bid item are: Removal of Water, Construction Specification 11 Pollution Control, Construction Specification 5; Construction Surveys, Construction Specification 7 Mobilization & Demobilization, Construction Specification 8; Water for Construction, Construction Specification 10 6. In section 13, Measurement and payment, Method 1 shall apply. K2S Engineering Inc. 45 - 8 Burke Dairy Inc. Ypsilanti, ND PLASTIC PIPE May 2021 210-VI-NEH 51-1 May 2001 Construction Specification 51—Corrugated Metal Pipe 1. Scope The work consists of furnishing and placing circular, arched, or elliptical corrugated metal pipe and the necessary fittings. 2. Material Pipe and fittings shall conform to the requirements of Material Specification 551, Coated Corrugated Steel Pipe, or Material Specification 552, Aluminum Corrugated Pipe, whichever is specified. Unless otherwise specified in section 11 of this specification, perforated pipe furnished shall conform to the requirements for Class I perforations as described in ASTM A 760 or A 762. 3. Coupling bands and hardware Pipe joint coupling bands shall be provided meeting the requirements specified in section 11 of this specification. Hardware consisting of coupling bands and band fastening devices, such as connecting bolts, rods, lugs, and angles used in conjunction with zinc-coated iron or steel pipe, shall be galvanized by the hot-dip method. Hardware used in conjunction with aluminum pipe and aluminum or aluminum-zinc alloy-coated iron and steel pipe shall be of the same material as the pipe except that hot-dip galvanized or cadmium-plated fasteners may be used. The surface of all band-fastening devices for pipe specified with bituminous or polymer coating shall be coated with asphalt-mastic material meeting the requirements of ASTM A 849. The coupling band shall be coated similar to that specified for the pipe unless otherwise specified in section 11 of this specification. Coupling bands shall be installed to provide straight alignment of the connecting pipe ends. Unless otherwise specified in section 11 of this specification, the bandwidth shall be as specified in ASTM A 760 and A 762. The bands shall be positioned to overlap adjacent pipe ends equally. The coupling bands shall be corrugated to match the corrugations of the pipe section ends being connected. 4. Fabrication Fabrication of appurtenant sections shall be performed as shown on the drawings and described in section 11 of this specification. The items may consist of inlet sections, outlet sections, end sections, elbows, skew or beveled sections, rod reinforced ends, cut-off collars, or headwalls. Fabrication of these appurtenant sections shall be made from metallic-coated material identical to that from which the attached pipe is fabricated. Fabrication shall be of a quality and finished workmanship equal to that required for the pipe. 5. Handling the pipe The contractor shall furnish equipment as necessary to install the pipe without damaging the pipe or coating. The pipe shall be transported and handled in a manner to prevent damage to the pipe and coating. 6. Laying and bedding the pipe Unless otherwise specified, the pipe shall be installed in accordance with the manufacturer's recommendations. Pipe shall be installed so no reversal of grade between joints results unless otherwise shown on the drawings. The pipe shall be installed with the outside laps of circumferential joints pointing upstream and with longitudinal laps at the sides near the vertical mid-height of the pipe. Field welding of corrugated galvanized iron or steel pipe is not permitted. The pipe sections shall be joined 210-VI-NEH 51-2 May 2001 with fabricator-supplied coupling bands meeting the specified joint requirements. The coupling shall be installed as recommended by the fabricator. The pipe shall be firmly and uniformly bedded throughout its full length to the depth and in the manner specified on the drawings. Perforated pipe shall be installed with the perforations down and oriented symmetrically about a vertical centerline. Perforations shall be clear of any obstructions at the time the pipe is installed in its final position. The pipe shall be loaded sufficiently during backfilling to prevent displacement from line and grade and to maintain full contact with the bedding during the placement operations. 7. Strutting When required, struts or horizontal ties shall be installed in the manner specified on the drawings. Struts and ties shall remain in position until the backfill has been placed above the top of the pipe to a height of 5 feet or the pipe diameter, whichever is greater, or to the surface of the completed earth backfill when the fill height is less than 5 feet above the top of the pipe. The contractor shall remove the struts or ties following completion of the earth backfill requirements that apply. 8. Embedment in concrete Special treatment shall be provided to the pipe surface when embedded or attached to concrete and the pipe material is aluminum or aluminum-coated and aluminum-zinc alloy-coated. Potential contact surfaces in contact with concrete and masonry surfaces shall be coated with two coats of a bituminous paint of the cutback type. Placement of the pipe shall be such that direct metal-to-metal contact with other metallic material, such as embedded steel reinforcement or water control gates, is prevented. 9. Repair of damaged coating Any damage to the metallic coating shall be repaired by cleaning the damaged surface area by sand blasting, power disk sanding, or wire brushing. All loose and cracked coating, dirt, and any products of corrosion shall be removed before application of paint. Oil and grease material shall be removed by use of a solvent. The surface shall be clean and dry during the painting period and until the coating has completely dried. Painting shall be accomplished by one of the following options based upon installed exposure conditions of the pipe as determined by the engineer. Normal exterior or interior atmospheric exposure: a. Zinc dust - zinc oxide primer, ASTM D 79 and D 520 b. Single package, moisture cured urethane prime in silver metallic color, or c. Zinc-rich cold galvanized compound, brush, or aerosol application Submergence in water exposure: a. Zinc dust - zinc oxide primer, ASTM D 79 and D 520 b. Zinc dust paint, ASTM D 4146 When the metallic coating is damaged in any individual area larger than 12 square inches or if more than 0.2 percent of the total surface area of a single pipe section is damaged, that section of pipe will be rejected. Breaks or scuffs in bituminous coatings that are less than 36 square inches in area shall be repaired by applying two coats of hot-asphaltic paint or a coating of cold-applied bituminous mastic. The repair coating shall be a 210-VI-NEH 51-3 May 2001 minimum of 0.05 inch thick after hardening and shall bond securely and permanently to the pipe and coating. The material shall meet the minimum physical requirements for bituminous coating in ASTM A 849 and A 885. Whenever individual breaks exceed 36 square inches in area or when the total area of breaks exceeds 0.5 percent of the total surface area of an individual pipe section, that section of pipe will be rejected. Bituminous coating damaged by welding of coated pipe or pipe fittings shall be repaired as specified in this section for breaks or scuffs in bituminous coatings. Breaks or scuffs in polymer coatings that are less than 36 square inches in area shall be repaired by the application of a polymer material similar to and compatible with the durability, adhesion, and appearance of the original polymer coating, as described in ASTM A 849, paragraph 6.8. The repair coating shall be a minimum thickness of 0.010 inch (10 mils) after drying. Whenever individual breaks exceed 36 square inches in area or when the total area of breaks exceeds 0.5 percent of the total surface area of the individual pipe section, that section of pipe will be rejected. 10. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, the quantity of each type, class, size, and gauge of pipe is determined to the nearest 0.1 foot by measurement of the laid length of the pipe along the centerline of the pipe. Payment for each type, class, size, and gauge of pipe is made at the contract unit price for that type, class, size and gauge of pipe. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe and fittings and all other items necessary and incidental to the completion of the work except items designated as special fittings. Special fittings are those sections of pipe requiring special fabrication to meet layout requirements. Payment for special fittings is made at the contract unit price for special fittings (CMP). Method 2—For items of work for which specific unit prices are established in the contract, the quantity of each type, class, size, and gauge of pipe is determined as the sum of the nominal laying lengths of the pipe sections installed. Payment for each type, class, size, and gauge of pipe is made at the contract unit price for that type, class, size, and gauge of pipe. Such payment constitutes full compensation for furnishing, transporting, and installing the pipe and fittings and all other items necessary and incidental to the completion of the work except items designated as special fittings. Special fittings are those sections of pipe requiring special fabrication to meet layout requirements. Payment for special fittings is made at the contract unit price for special fittings (CMP). Method 3—For items of work for which specific lump sum prices are established in the contract, payment for corrugated metal pipe structures is made at the contract lump sum price. Such payment constitutes full compensation for furnishing, fabricating, transporting, and installing the pipe structure complete with metal pipe, fittings, and appurtenances, and all other items necessary and incidental to completion of the work, which includes, except as otherwise specified, required excavation, dewatering, and earth backfill. All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and items to which they are made subsidiary are identified in section 11 of this specification. 11. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 9, CORRUGATED METAL PIPE - 18" PIPE This item shall consist of the work and materials necessary to install the 18" pipe and necessary fittings and appurtenances. 1. The pipes shall: a. be corrugated, metal pipe and shall conform to Material Specification 551. b. be installed at the locations and to the lines, grades and lengths shown on drawings. c. be fitted with a flared end fitting at both ends (payment for flared ends shall be included under this bid item). d. have ends conforming to fill. e. be backfilled with suitable material from excavations and as described in No. 3 below. 2. When working in or near township/county/state road right-of way the contractor shall be responsible for traffic control pursuant to the Federal Highway Administration Manual of Uniform Traffic Control Devices and/or local government approved means. The contractor and project manager shall obtain any necessary permits/approvals from the township, county or state before working within the right-of-way. 3. Initial backfill compaction shall be accomplished by hand and or power tamping. Enough effort shall be applied to provide a firm, dense fill. Final backfill compaction is required where pipe trenches cross roads or other areas designated on drawings. Final backfill compaction shall be accomplished with power tamping equipment for fine textured soils and vibratory plate compactors for course textured materials. Final backfill of trench excavation in non-designated areas shall extend 6" above finished ground surface and shall be well rounded over the trench. 4. Items subsidiary to this Bid item are: Pollution Control, Construction Specification 5 Water for Construction, Construction Specification 10 Mobilization & Demobilization, Construction Specification 8 Removal of Water, Construction Specification 11 Construction Surveys, Construction Specification 7 5. In section 8, Measurement and payment, Method 1 shall apply. K2S Engineering Inc. 51 - 4 Burke Dairy Inc. Ypsilanti, ND CMP May 2021 210-VI-NEH 92 - 1 May 2001 Construction Specification 92—Field Fence 1. Scope The work shall consist of furnishing and installing field fence, including gates and fittings. 2. Material Material for field fence shall conform to the requirements of Material Specification 591. All wooden posts shall be of the same species, when available. 3. Setting posts Concrete or wood posts shall be set in holes and backfilled with earth except where otherwise specified. Wood posts may be driven when approved by the engineer. Steel posts shall be driven unless otherwise specified. Holes for installing fence posts shall be at least 6 inches larger than the diameter or side dimension of the posts. Earth backfill around posts shall be thoroughly tamped in layers not thicker than 4 inches and shall completely fill the posthole up to the ground surface. Concrete backfill around posts shall be rodded into place in layers not thicker than 12 inches and shall completely fill the posthole to the surface of the ground. Backfill, either earth or concrete, shall be crowned-up around posts at the ground surface. No stress shall be applied to posts set in concrete for a period of not less than 24 hours following the development of a firm set of the concrete. 4. Corner assembly Unless otherwise specified in section 11, corner assemblies shall be installed at all points where the fence alignment changes 15 degrees or more. 5. End panels End panels shall be built at gates and fence ends. 6. Pull post assembly Pull post assembly (bracing within a section of straight fence) shall be installed at the following locations: a. In straight fence sections, at intervals not to exceed 660 feet. b. At any point where the vertical angle described by two adjacent reaches of wire is upward and exceeds 10 degrees (except as provided in section 11 of this specification). c. At the beginning and end of each curved fence section. 7. Attaching fencing to posts The fencing shall be stretched and attached to posts as follows: a. The fencing wire or netting shall be placed on the side of the post opposite the area being protected except for installation along curved sections. b. The fencing wire or netting shall be placed on the outside for installation along curved sections. c. The fencing wire or netting shall be fastened to each end post, corner post, and pull post by wrapping each horizontal strand around the post and tying it back on itself with not less than three 210-VI-NEH 92 - 2 May 2001 tightly wound wraps. d. The fencing wire or netting shall be fastened to wooden line posts by means of steel staples. Woven-wire fencing shall be attached at alternate horizontal strands. Each strand of barbed wire shall be attached to each post. Steel staples shall be driven diagonally with the grain of wood and at a slight downward angle and shall not be driven so tightly as to bind the wire against the post. e. The fencing wire or netting shall be fastened to steel or concrete line posts with either two turns of 14 gauge galvanized steel or iron wire or in accordance with recommendations provided by the post's manufacturer. f. Wire shall be spliced by means of a Western Union splice or by suitable splice sleeves applied with a tool designed for that purpose. The Western Union splice shall have no less than eight wraps of each end about the other. All wraps shall be tightly wound and closely spaced. Splices made with splice sleeves shall have a tensile strength no less than 80 percent of the strength of the wire being spliced. 8. Stays Stays shall be attached to the fencing at the spacing outlined in section 11 or as shown on the drawings to ensure maintenance of the proper spacing of the fence wire strands. 9. Crossings at depressions and watercourses Where fencing is installed parallel to the ground surface, the line posts subject to upward pull shall be anchored. a. If the fence wire or netting is installed parallel to the ground surface, the line posts subject to uplift shall be anchored by means of extra embedment or by special anchors as detailed on the drawings. b. If the fence wire is installed with the top wire straight and parallel to the ground surface on either side of the depression, extra length posts shall be used to allow normal post embedment. Unless otherwise specified, excess space between the bottom of the fence and the ground shall be closed with extra strands of barbed wire or with netting. 10. Measurement and payment Method 1—The length of each type and kind of fence is measured to the nearest foot along the profile of the fence, including gate openings. Payment for each type and kind of fence is made at the contract unit price for that type and kind of fence. Such payment constitutes full compensation for completion of the work, including fabricating and installing gates. Method 2—The length of each type and kind of fence is measured to the nearest foot along the profile of the fence, excluding gate openings. Payment is made at the contract unit price for the specified height of fence. The number of each size and type of gate installed is determined. Payment is made at the contract unit price for that type and size of gate. Such payment constitutes full compensation for all labor, material, equipment, and all other items necessary and incidental to the completion of the work. All methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 11 of this specification. 11. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 17 & 18, FENCE, WARNING SIGNS & POND MARKERS This item shall consist of the work and materials necessary to install the fence shown on drawings. The fence shall be constructed within the guidelines of this specification. Alternate fence designs shall have prior approval of the engineer. Also included under this specification are 3" steel pipe posts and signs for ponds. 1. The outdoor fence may consist of 4 strands of barbed wire. Spacing between wire strands shall be 11“. The bottom strand shall be 12” from ground level. Feedlot fence shall be as described in drawings. Interior barn fence will be specified by owner. 2. Pond/Safety fence shall be woven wire, wire panels, or chain link (48" high) and shall have 1 strand of barbed on top (8" above top of woven wire). 3. Line posts shall be spaced a maximum of 16' apart. 4. Gates shall be standard bar gates (5 bar minimum). Gates shall be hung according to manufacturer’s specifications. Gates shall be attached to single brace assemblies or a large secure post approved by engineer or his/her designated representative prior to post and gate placement. Gate locations will be marked in the field. 5. Signs shall be attached to fence around ponds. These signs shall be placed on all sides of containment area (1 per side). The signs shall have the words “contaminated water - keep out” printed on them. The signs shall be professionally made and printed to resist outdoor conditions. 6. Staff gauge materials and installation shall be included under this bid item. 7. A pump down marker/staff gauge will be installed in slurry pond as shown on drawings 8. 3" steel pipe post shall be supplied and paid for under this specification. Installation of 3" steel pipe post will be paid for under Bid Item 22, Structure Concrete. 9. Items subsidiary to this Bid item are: Construction Surveys, Construction Specification 7 Mobilization & Demobilization, Construction Specification 8 10. In section 10, Measurement and payment, Method 1 shall apply. K2S Engineering Inc. 92 - 3 Burke Dairy Inc. Ypsilanti, ND FENCE May 2021 (210-VI-NEH, November 2005) 97-1 Construction Specification 97—Flexible Membrane Liner 1. Scope The work consists of furnishing and installing a flexible membrane liner, including appurtenances, cover soil, and concrete pads. 2. Material The liner, welding rod, vent covers, pipe boots, gaskets, metal battens, clamps, bolts, embed channel, adhesive, and sealant shall conform to the requirements of Material Specification 594, the applicable provisions in this specification, and details as shown on the drawings. 3. Shipping and storage Liner material shall be delivered, handled, and stored according to the manufacturer's recommendations. Liner material shall be stored and protected from puncture, dirt, grease, excessive heat, exposure to ultraviolet radiation, or other damage. Damaged liner material shall be repaired or replaced. Liner material that cannot be satisfactorily repaired to comply with the requirements of Material Specification 594 shall be removed from the job site. 4. Subgrade preparation Subgrade soils shall be compacted to provide a smooth, firm, and unyielding foundation. All subgrade surfaces shall be free of organic material, rocks larger than 3/8 inch, angular rocks, or other sharp objects. Surface deformations shall not exceed 1 inch. Standing water, mud, and snow shall be removed prior to liner placement. The liner shall not be placed until the subgrade has been approved by the engineer. 5. Anchor trench The anchor trench provides permanent anchoring for the liner and shall be constructed in accordance with the drawings. The trench corners shall be slightly rounded to prevent sharp bends in the liner. If sloughing of the trench occurs, the sloughed soils shall be removed and necessary repairs shall be made to provide a smooth trench wall. Standing water, mud, and snow shall be removed prior to liner placement and trench backfill. Soil material used for backfilling the trench shall meet the requirements specified in section 4 of this specification. The trench shall be backfilled in two equal lifts and compacted by rolling with rubber-tired equipment or manually directed compaction equipment. 6. Liner placement The liner shall be installed with a minimum of handling by using a spreader bar assembly attached to a front-end loader, track-hoe bucket, or by other methods recommended by the liner manufacturer. The liner shall be placed parallel to the direction of maximum slope. During installation, the liner shall be secured with sandbags to protect it from wind uplift forces. The liner shall be seamed and secured by the end of each workday. (210-VI-NEH, November 2005) 97-2 Construction equipment shall not be allowed to operate directly on the liner except for all terrain vehicles that produce ground pressure less than 5 pounds per square inch. The liner shall not be placed during foggy conditions, precipitation events, or in the presence of excessive winds. High-Density Polyethylene (HDPE) and Linear Low-Density Polyethylene (LLDPE) liners shall not be placed when the temperature is less than 50 degrees Fahrenheit. Polypropylene (PP) liners shall not be placed when the temperature is less than 40 degrees Fahrenheit. Polyvinyl Chloride (PVC) liners shall not be placed when the temperature is less than 40 degrees Fahrenheit or greater than 105 degrees Fahrenheit. Ethylene Propylene Diene Monomer (EPDM) liners shall not be placed when the temperature is less than zero degrees Fahrenheit or greater than 120 degrees Fahrenheit. The liner shall be loosely laid over the subgrade with sufficient slack to accommodate thermal expansion and contraction. Each panel shall be laid out and positioned to minimize the number and length of liner seams and in accordance with the manufacturer’s recommendations. The methods used to place panels shall minimize wrinkles especially along field seams. Wrinkles shall not exceed 6 inches in height or "fold over" during soil cover placement or other load application. When specified in section 16 of this specification or recommended by the manufacturer, a geosynthetic rub sheet shall be used under the liner when dragging or moving the panels. Seam overlap—Liner panels shall have a minimum seam overlap of 4 inches for hot wedge welding, hot air welding, chemical fusion welding, adhesive seams, inseam tape, and cover strip seams. A minimum seam overlap of 3 inches shall be used for extrusion-welded seams. Upslope panels shall overlap downslope panels to produce a shingle effect for drainage. 7. Seaming methods HDPE, LLDPE, PP—The primary method of seaming shall be hot wedge fusion welding. Fillet extrusion welding shall be used for repairs, T-seams, and detail work. Hot air fusion or chemical fusion welding may be used for PP. Seaming shall not be performed when the ambient sheet temperature is below 45 degrees Fahrenheit or above 90 degrees Fahrenheit. PVC—Seams shall be joined using hot wedge fusion welding, hot air fusion welding, chemical fusion welding, or an adhesive. Special precautions, as recommended by the manufacturer, shall be taken for seam joining if the ambient sheet temperature is above 105 degrees Fahrenheit. Seam joining shall not be performed when the ambient sheet temperature is below 40 degrees Fahrenheit or above 140 degrees Fahrenheit. EPDM—Seams shall be joined using double-faced inseam tape or a cover strip recommended by the manufacturer. Seaming shall not be performed when the ambient sheet temperature is below zero degrees Fahrenheit or above 120 degrees Fahrenheit. 8. Seaming procedures Seaming shall extend to the outside edge of the liner to be placed in the anchor trenches. Seaming shall not be conducted in the presence of moisture, dust, dirt, standing water, or soft subgrade. Seaming procedures shall be in accordance with the liner manufacturer’s recommendations. Hot wedge welding—Hot wedge welding shall be accomplished by a double-wedge fusion welder that produces a double track weld. Welding equipment and accessories shall be in accordance with the liner manufacturer’s recommendations. The welder shall be calibrated at least once per day at the beginning of each seaming period. Fillet extrusion welding—Extrusion welding equipment and accessories shall be in accordance with the liner manufacturer’s recommendations. The extrusion welder shall be calibrated at least once per day at the beginning of each seaming period. To ensure proper bonding of the extrusion weld, edges of the patch material and the (210-VI-NEH, November 2005) 97-3 adjacent liner shall be properly abraded by a light grinding. This operation shall be done no more than 15 minutes before the welding operation. The abrasion process shall remove no more than 10 percent of the material thickness. Hot air welding—Hot air welding shall be accomplished by a single- or double-tracked fusion welder. Welding equipment and accessories shall be in accordance with the liner manufacturer's recommendations. The welder shall be calibrated at least once per day at the beginning of each seaming period. Chemical fusion welding—The chemical fusion agent shall be applied to both panels by a squeeze bottle or paintbrush. The width of application shall be a minimum of 2 inches. Pressure shall be applied to the seam in accordance with the liner manufacturer’s recommendations to provide adequate contact between the panels. Excess agent extruded from the seam shall be immediately removed. Adhesive—Adhesive shall be approved by the manufacturer and consist of material with a life expectancy similar to that of the liner material. The adhesive shall be applied to both panels by a paintbrush or other approved method. The adhesive shall cover the entire seam overlap. Pressure shall be applied to the seam in accordance with the liner manufacturer’s recommendations to provide adequate contact between the panels. Excess adhesive extruded from the seam shall be immediately removed. Inseam tape—A primer shall be applied to both panels by a scrub pad or other approved method recommended by the manufacturer. The primer shall cover the entire seam overlap. As soon as the primer has flashed, install the tape on the bottom sheet, remove tape backing, lap the top sheet over the tape, and roll with sufficient pressure to provide adequate contact between the panels. Cover strip—A primer shall be applied to both panels by a scrub pad or other approved method recommended by the manufacturer. The top sheet shall be lapped over the bottom sheet and rolled to provide contact between the panels. Additional primer shall be applied to cover the entire seam overlap. As soon as the primer has flashed, install the cover strip and roll it with sufficient pressure to provide adequate contact between the cover strip and the panels. 9. Seam testing Field seams shall be nondestructively tested over their full length. Seam testing shall be performed as the work progresses. Nondestructive seam testing—Air pressure tests shall be performed in accordance with ASTM D 5820 on all double-track fusion seams. The air pressure test equipment and procedures shall conform to this specification and the liner manufacturer's recommendations. Pressurize the air channel to 25 to 30 pounds per square inch for HDPE, LLDPE, and PP liners, 15 to 25 pounds per square inch for 30 mil PVC liners, and 20 to 30 pounds per square inch for 40 mil PVC liners. Monitor any pressure drops for 5 minutes. A loss of pressure in excess of 4 pounds per square inch for HDPE, LLDPE, and PP liners, 5 pounds per square inch for 30 mil PVC liners, 4 pounds per square inch for 40 mil PVC liners, or a continuous loss of pressure is an indication of a leak. The location of all defective seams shall be marked and repaired. Vacuum box tests shall be performed in accordance with ASTM D 5641 on all seams and repairs made by extrusion welds and may be used on PP chemical fusion welds. Vacuum box tests shall not be used on PVC liner seams. The location of all defective seams shall be marked and repaired. (210-VI-NEH, November 2005) 97-4 Air lance tests shall be performed in accordance with ASTM D 4437 on single-track fusion welds, chemical fusion welds, and on adhesive PVC seams and EPDM seams, and may be used on PP chemical fusion seams. The location of all defective seams shall be marked and repaired. Destructive seam testing—If specified in section 16 of this specification, seam samples shall be cut at no more than one sample per 500 feet of weld for destructive seam testing. All destructive seam samples shall be tested in shear and peel modes in accordance with ASTM D 6392 to verify seams meet the requirements of Material Specification 594. 10. Repairs All defective liner areas and failed seams shall be repaired and retested. Tears, punctures, material defects—All tears, punctures, and material defects in the liner shall be repaired by installing a patch over the defective area. Surfaces of the liner to be patched shall be cleaned before the repair. All patches shall be of the same liner material and extend a minimum of 6 inches beyond the edges of the defect area. All patches shall have rounded corners and shall be seamed to the liner. Holes that are less than 0.25 inch in diameter on HDPE, LLDPE, and PP liners shall be repaired by a bead of extrudent. Seam repair—Failed seams shall be repaired by installing a cap strip over the entire length of failed seam. The cap strip shall be of the same liner material and shall extend beyond the failed seam a minimum of 6 inches in all directions. Alternatively, the upper flap may be extrusion welded to the liner along the entire length of the failed seam. 11. Appurtenances The liner shall be mechanically attached to pipe, concrete, or steel structures as shown in the drawings and according to liner the manufacturer’s recommendations. Pipe boots—Factory fabricated pipe boots shall be used as specified in section 16 of this specification. Pipe boots fabricated in the field shall be from the same material as the liner. The boots shall be welded and clamped to pipes of the same material as the liner. They shall be clamped to other types of pipe as shown in the drawings, or as recommended by the manufacturer, to provide a leak-free attachment. Metal battens—Metal battens shall meet the requirements of Material Specification 594 and shall be installed according to the drawings and the liner manufacturer's recommendations. The battens shall be bolted to concrete by bolts on 6-inch intervals to create a leak-free connection under submerged conditions. Bolt spacing may be increased to 12 inches for connections above the fluid level. Embed channel—Embed channel shall meet the requirements of Material Specification 594 and be installed according to drawings and the liner manufacturer's recommendations. The embed channel shall be prefabricated to the dimensions shown on the drawings. All sections of the channel shall be continuously welded to subsequent sections before installation in the concrete forms. All corners shall be miter cut and welded on all sides. 12. Gas vents and drainage Gas vent flaps vent pipes, and drainage systems shall be installed as specified in section 16 of this specification and as shown on the drawings. 13. Cover soil If specified in section 16 of this specification, cover soil and placement method shall be in accordance to the drawings and shall conform to this specification and the liner manufacturer's recommendations. Cover soils shall meet the same requirements as specified for subgrade soils in section 4 of this specification. Cover soil placement (210-VI-NEH, November 2005) 97-5 shall be performed by a loader or bulldozer with ground pressure of less than 8 pounds per square inch. Cover soil shall not be dropped onto the liner from a height of more than 3 feet. Following construction of an access ramp, the soil shall be placed from the bottom of the slope upward. Construction equipment or machinery shall not operate directly on the liner. Cover soil shall be placed during the coolest part of the day. 14. Placement of concrete Concrete placement for ramps and other appurtenances shall be in accordance with the drawings and as specified in section 16 of this specification. All reinforcing steel shall be placed on flat-footed plastic rebar chairs. All rebar splices shall be fully tied. On slopes, concrete shall be placed from the bottom of the slope to the top and have a slump as specified in section 16 of this specification. Internal vibrators shall be used to consolidate concrete. Metal shovels and rodding shall not be used to consolidate or place the concrete. Concrete forms shall be held in place by methods that avoid damaging the liner. 15. Measurement and payment For work for which specific unit prices are established in this contract, the quantity of liner installed shall be determined to the nearest square foot by measurement of the covered surfaces only, disregarding that for anchorage, seams, and overlaps. Payment for items listed separately in the contract bid schedule shall be made at the contract price for those items. Such payment shall constitute full compensation for furnishing, shipping, and installing the liner including all pipe boots or shirts, mechanical attachments to pipes and structures, and other items necessary and incidental to the completion of the work. Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 16 of this specification. 16.BID ITEM 15, FLEXIBLE MEMBRANE LINER This item shall consist of the work and materials necessary to provide and install the liner in thepond(s) to the lines, grades, elevations, and locations shown on drawings and as described in thisspecification. 1.Liner material shall comply Material Specification 594. 2.Anchor trench shall be as specified by liner vendor. 3.Payment will be as described in section 15. 4.Items subsidiary to this Bid item are:Pollution Control, Construction Specification 5 Construction Surveys, Construction Specification 7 Mobilization & Demobilization, Construction Specification 8 Water for Construction, Construction Specification 10 Removal of Water, Construction Specification 11 1. Venting shall be as described in drawings. 2.Final grade of liner shall be within +/- 0.15' of design elevations. K2S Engineering Inc. 97-6 Burke Dairy Inc. Ypsilanti, ND Flexible Liner May 2021 MATERIAL SPECIFICATIONS 522. AGGREGATES FOR PORTLAND CEMENT CONCRETE 531. PORTLAND CEMENT 532. MINERAL ADMIXTURES FOR CONCRETE 533. CHEMICAL ADMIXTURES FOR CONCRETE 534. CONCRETE CURING COMPOUND 536. SEALING COMPOUND FOR JOINTS IN CONCRETE 539. STEEL REINFORCEMENT (for concrete) 547. PLASTIC PIPE 548. CORRUGATED PE TUBING 551. CORRUGATED METAL PIPE 591. FIELD FENCE MATERIALS 594. FLEXIBLE LINER National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 522 - 1 Material Specification 522—Aggregates for Portland Cement Concrete 1. Scope This specification covers the quality of fine aggregate and coarse aggregate for use in the manufacture of portland cement concrete. 2. Quality Aggregate shall conform to the requirements of ASTM Specification C 33 for the specified sizes. Aggregates that fail to meet any requirement may be accepted only when either: a. The specified alternate conditions of acceptance can be proven before the aggregates are used on the job and within a period such that no work under the contract will be delayed by the requirements of such proof, or b. The specification for concrete expressly contains a provision of special mix requirements to compensate for the effects of the deficiencies. 3. Reactivity with alkalies The potential reactivity of aggregates with the alkalies in cement shall be evaluated by petrographic examination and, where applicable, the chemical method of test, ASTM Designation C 289, or by the results of previous tests or service records of concrete made from similar aggregates from the same source. The standards for evaluating potential reactivity shall be as described in ASTM Specification C 33, appendix A1. Aggregates indicated by any of the above to be potentially reactive shall not be used except under one of the following conditions: a. Applicable test results of mortar bar tests made according to ASTM Method C 227 are available which indicate an expansion of less than 0.10 percent at 6 months in mortar bars made with cement containing not less than 0.8 percent alkalies expressed as sodium oxide; or b. Concrete made from similar aggregates from the same source has been demonstrated to be sound after 3 years or more of service under conditions of exposure to moisture and weather similar to those anticipated for the concrete under these specifications. Aggregates indicated to be potentially reactive, but within acceptable limits as determined by mortar bar test results or service records, shall be used only with low alkali cement, containing less than 0.60 percent alkalies expressed as sodium oxide. 4. Storing and handling Aggregates of each class and size shall be stored and handled by methods that prevent segregation of particles sizes or contamination by intermixing with other material. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 531 - 1 Material Specification 531—Portland Cement 1. Scope This specification covers the quality of portland cement. 2. Quality Portland cement shall conform to the requirements of ASTM Specification C 150 for the specific types of cement. When Type I portland cement is specified, Type IS portland blast-furnace slag cement or Type IP portland- pozzolan cement conforming to the requirements of ASTM Specification C 595 may be used unless prohibited by the specifications. When air-entraining cement is required, the contractor shall furnish the manufacturer's written statement providing the source, amount, and brand name of the air-entraining component. 3. Storage at the construction site Cement shall be stored and protected at all times from weather, dampness, or other destructive elements. Cement that is partly hydrated or otherwise damaged will not be accepted. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 532 - 1 Material Specification 532—Mineral Admixtures for Concrete 1. Scope This specification covers the quality of mineral admixtures for concrete. 2. Quality Fly ash used as a partial substitution of portland cement shall conform to the requirements of ASTM C 618, Class C or F except the loss on ignition shall not exceed 3 percent, unless otherwise specified. Lot-to-lot variation in the loss on ignition shall not exceed 1 percent. Blast-furnace slag used as a partial substitution of portland cement shall conform to ASTM Standard C 989 for ground granulated blast-furnace slag. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 533 - 1 Material Specification 533—Chemical Admixtures for Concrete 1. Scope This specification covers the quality of chemical admixtures for manufacturer of portland cement concrete. 2. Quality Air-entraining admixtures shall conform to the requirements of ASTM Specification C 260. Water-reducing and/or retarding admixtures shall conform to the requirements of ASTM Specification C 494, Types A, B, D, F, or G. Plasticizing or plasticizing and retarding admixtures shall conform to ASTM Specification C 1017. Accelerating or water-reducing and accelerating admixtures shall be noncorrosive and conform to the requirements of ASTM Specification C 494, Types C and E. The manufacturer shall provide long-term test data results from an independent laboratory verifying that the product is noncorrosive when used in concrete exposed to continuously moist conditions. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 534 - 1 Material Specification 534—Concrete Curing Compound 1. Scope This specification covers the quality of liquid membrane-forming compounds suitable for spraying on concrete surfaces to retard the loss of water during the concrete curing process. 2. Quality The curing compound shall meet the requirements of ASTM Specification C 309. Unless otherwise specified, the compound shall be type 2. 3. Delivery and storage All curing compounds shall be delivered to the site of the work in the original container bearing the name of the manufacturer and the brand name. The compound shall be stored in a manner that prevents damage to the container and protects water-emulsion types from freezing. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001 536 - 1) Material Specification 536—Sealing Compound for Joints in Concrete and Concrete Pipe 1. Scope This specification covers the quality of sealing compound for filling joints in concrete pipe and concrete structures. 2. Type The compound shall be a cold-application material unless otherwise specified and shall be a single component or multiple component type. 3. Quality The sealing compound shall conform to the requirements of one of the following specifications: • ASTM Specification C 990—Joints for concrete pipe, manholes, and precast box sections using preformed flexible joint sealants. • ASTM Specification C 877—External sealing bands for noncircular concrete sewer, storm drain, and culvert pipe. • ASTM Specification D 1190—Concrete joint sealer, hot poured elastic type. • ASTM Specification C 920—Elastomeric joint sealants for cold applied sealing and caulking of joints on mortar and concrete structures not subject to fuel spills. Use type S or M, grade NS for vertical joints; type S or M, grade P or NS for horizontal joints. For class 25, use M, quality materials shall be used for both vertical and horizontal joints unless otherwise specified. The sealing compound if used with other joint material, such as fillers or gaskets, shall be compatible. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 539 - 1 Material Specification 539—Steel Reinforcement (for concrete) 1. Scope This specification covers the quality of steel reinforcement for reinforced concrete. 2. Quality All reinforcement shall be free from loose or flaky rust, soil, oil, grease, paint, or other deleterious matter. Steel bars for concrete reinforcement shall be grade 40, 50, or 60 deformed bars conforming to one of the following specifications: • Deformed and plain billet-steel bars for concrete reinforcement—ASTM A 615 • Rail-steel deformed and plain bars for concrete reinforcement—ASTM A 616 with the S1 supplemental requirements • Axle-steel deformed and plain bars for concrete reinforcement—ASTM A 617. Dowels shall be plain round bars conforming to the same specifications listed above for steel bars. Fabricated deformed steel bar mats for concrete reinforcement shall conform to the requirements of ASTM A 184. Plain steel welded wire fabric for concrete reinforcement shall conform to the requirements of ASTM A 185. Deformed steel welded wire fabric for concrete reinforcement shall conform to the requirements of ASTM A 497. Epoxy-coated steel bars for concrete reinforcement shall conform to the requirements of ASTM A 775. 3. Dimensions of welded wire fabric Gauges, diameters, spacing, and arrangement of wires for welded steel wire fabric shall be as defined for the specified style designations. 4. Storage Steel reinforcement inventories at the site of the work shall be stored above the ground surface on platforms, skids, or other supports and shall be kept clean and protected from mechanical injury and corrosion. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 547 - 1 Material Specification 547—Plastic Pipe 1. Scope This specification covers the quality of Poly Vinyl Chloride (PVC), Polyethylene (PE), High Density Polyethylene (HDPE), and Acrylonitrile-Butadiene- Styrene (ABS) plastic pipe, fittings, and joint materials. 2. Material Pipe—The pipe shall be as uniform as commercially practicable in color, opaqueness, density, and other specified physical properties. It shall be free from visible cracks, holes, foreign inclusions, or other defects. The dimensions of the pipe shall be measured as prescribed in ASTM D 2122. Unless otherwise specified, the pipe shall conform to the requirements listed in this specification and the applicable reference specifications in table 547–2, the requirements specified in Construction Specification 45, Plastic Pipe, and the requirements shown on the drawings. Fittings and joints—Fittings and joints shall be of a schedule, SDR or DR, pressure class, external load carrying capacity, or pipe stiffness that equals or exceeds that of the plastic pipe. The dimensions of fittings and joints shall be compatible with the pipe and measured in accordance with ASTM D 2122. Joint and fitting material shall be compatible with the pipe material. The joints and fittings shall be as uniform as commercially practicable in color, opaqueness, density, and other specified physical properties. It shall be free from visible cracks, holes, foreign inclusions, or other defects. Fittings and joints shall conform to the requirements listed in this specification, the requirements of the applicable specification referenced in the ASTM or AWWA specification for the pipe, the requirements specified in Construction Specification 45, and the requirements shown on the drawings. Solvents—Solvents for solvent welded pipe joints shall be compatible with the plastic pipe used and shall conform to the requirements of the applicable specification referenced in the ASTM or AWWA specification for the pipe, fitting, or joint. Gaskets—Rubber gaskets for pipe joints shall conform to the requirements of ASTM F 477, Elastomeric Seals (Gaskets) for Jointing Plastic Pipe. 3. Perforations When perforated pipe is specified, perforations shall conform to the following requirements unless otherwise specified in Construction Specification 45 or shown on the drawings: a. Perforations shall be either circular or slots. b. Circular perforations shall be 1/4 ± 1/16-inch diameter holes arranged in rows parallel to the axis of the pipe. Perforations shall be evenly spaced along each row such that the center-to- center distance between perforations is not less than eight times the perforation diameter. Perforations may appear at the ends of short and random lengths. The minimum perforation opening per foot of pipe shall be as shown in table 547–1. Table 547–1 Perforations Nominal Minimum number of rows Minimum pipe size circular slot opening/foot (inches) (square inches) 4 2 2 0.22 6 4 2 0.44 8 4 2 0.44 10 4 2 0.44 12 6 2 0.66 National Standard Material Specifications Part 642 – National Engineering Handbook 547 - 2 (210-VI-NEH, May 2001) Rows shall be arranged in two equal groups at equal distance from the bottom on each side of the vertical centerline of the pipe. The lowermost rows of perforations shall be separated by an arc of not less than 60 degrees or more than 125 degrees. The uppermost rows of perforations shall be separated by an arc not to exceed 166 degrees. The spacing of rows between these limits shall be uniform. The minimum number of rows shall be as shown in table 547–1. c. Slot perforations shall be symmetrically located in two rows, one on each side of the pipe centerline. Slot perforations shall be located within the lower quadrants of the pipe with slots no wider than 1/8 inch and spaced not to exceed 11 times the perforation width. Minimum perforation opening per lineal foot of pipe shall be as shown in table 547–1. d. On both the inside and outside of the pipe, perforations shall be free of cuttings or frayed edges and of any material that would reduce the effective opening. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 547 - 3 Table 547–2 Pipe specification Pipe Specification Poly vinyl chloride (PVC) pipe Plastic pipe - Schedules 40, 80, 120 ASTM D 1785 ASTM D 2466 Pressure rated pipe - SDR Series AWWA C 900 ASTM D 2241 Plastic drain, waste, and vent pipe and fittings ASTM D 2665 Joints for IPS PVC pipe using solvent weld cement ASTM D 2672 Composite sewer pipe ASTM D 2680 Type PSM PVC sewer pipe and fittings ASTM F 3034 Large-diameter gravity sewer pipe and fittings ASTM F 679 Smooth-Wall Underdrain Systems for Highway, Airport, and Similar Drainage ASTM F 758 Type PS-46 gravity flow sewer pipe and fittings ASTM F 789 Profile gravity sewer pipe and fittings based on controlled inside diameter ASTM F 794 Corrugated sewer pipe with a smooth interior and fittings ASTM F 949 Pressure pipe, 4-inch through 12-inch for water distribution AWWA C 900 Water transmission pipe, nominal diameters 14-inch through 36-inch AWWA C 905 Polyethylene (PE) plastic pipe Schedule 40 ASTM D 2104 SIDR-PR based on controlled inside diameter ASTM D 2239 Schedules 40 and 80 Based on outside diameter ASTM D 2447 SDR-PR based on controlled outside diameter ASTM D 3035 High density polyethylene (HDPE) plastic pipe Plastic pipe and fittings ASTM D 3350 SDR-PR based on controlled outside diameter ASTM F 714 Plastic moldings and extrusion compounds ASTM D 1248 Heat joining polyolefin pipe and fittings ASTM D 2657 Acrylonitrile-butadiene-styrene (ABS) pipe Plastic pipe, schedules 40 and 80 ASTM D 1527 Plastic pipe, SDR-PR ASTM D 2282 Schedule 40 plastic drain, waste, and vent pipe ASTM D 2661 Composite sewer pipe ASTM D 2680 Sewer pipe and fittings ASTM D 2751 National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 548 - 1 Material Specification 548—Corrugated Polyethylene Tubing 1. Scope The specification covers the quality of corrugated polyethylene tubing and fittings. 2. Tubing Corrugated polyethylene tubing shall conform to the requirements of ASTM F 405, ASTM F 667, ASTM F 894, AASHTO M 252, or AASHTO M 294 for the appropriate tubing sizes and fittings. 3. Fittings ASTM F 405 3-6 inch diameter pipe and fittings ASTM F 667 8-, 10-, 12-, 15-, 18-, and 24-inch diameter pipe and fittings ASTM F 894 18- to 120-inch diameter pipe and fittings AASHTO M 252 3- to 10-inch diameter N12 pipe and fittings AASHTO M 294 12- to 36-inch diameter N12 pipe and fittings 210-VI-NEH 551-1 November 2005 Material Specification 551—Coated Corrugated Steel Pipe 1. Scope This specification covers the quality of zinc-coated, aluminum-coated, aluminum-zinc alloy-coated, and polymer-coated corrugated steel pipe and fittings. 2. Pipe All pipe shall be metallic zinc-coated, aluminum- coated, or aluminum-zinc alloy-coated corrugated steel pipe and fittings conforming to the requirements of ASTM A 742, A 760, A 761, A 762, A 849, A 875, A 885, and A 929 for the specified type, class, fabrication of pipe and coating, and to the following additional requirements: a. When closed riveted pipe is specified: (1) Pipe shall be fabricated with circumferential seam rivet spacing that does not exceed 3 inches except that 12 rivets are sufficient to secure the circumferential seams in 12-inch pipe. (2) Longitudinal seams that will be within the coverage area of a coupling band, the rivets shall have flat heads or the rivets and holes shall be omitted and the seams shall be connected by welding to provide a minimum of obstruction to the seating of the coupling bands. b. Double riveting or double spot welding for pipe less than 42 inches in diameter may be required. When double riveting or double spot welding is specified, the riveting or welding shall be performed in a manner specified for pipe 42 inches or greater in diameter. 3. Coatings Coatings described herein, unless otherwise specified, equally refer to the inside and outside pipe surfaces. When coatings in addition to metallic coatings are specified, they shall conform to the requirements of ASTM A 742, A 760, A 761, A 762, A 849, A 875, A 885, and A 929 for the specified type. Polymer-coated pipe, unless otherwise specified on the drawings or in the construction specifications, shall be coated on each side with a minimum thickness of 0.01 inches (10 mils), designated as grade 10/10 in ASTM A 762. 4. Coupling bands Coupling bands are to be provided for each section of pipe. The hardware for fastening the coupling band tightly to the connecting pipe shall be fabricated to permit tightening sufficiently to provide the required joint tensile strength and, if required, watertightness without failure of its fastening. Gaskets, if specified, are to be provided for each coupling band. The fabrication of coupling bands and fastening hardware, in addition to the above, shall be sufficient to provide the required gasket seating without warping, twisting, or bending. 5. Fittings Fittings shall be fabricated from steel conforming to ASTM A 742, A 849, A 875, A 885, and A 929. The coating of fittings shall be the same as that specified for the contiguous corrugated coated pipe. Welded surfaces and adjacent surfaces damaged during welding shall be treated by removing all flux residue and weld splatter. The affected surfaces shall be cleaned to bright metal by sand blasting, power disk sanding, or wire brushing. The cleaned area shall extend at least 0.5 inch into the undamaged section of the coated area. Repair and coating application of damaged and uncoated pipe surface areas shall be in accordance with ASTM A 780. National Standard Material Specifications Part 642 – National Engineering Handbook (210-VI-NEH, May 2001) 591 - 1 Material Specification 591—Field Fencing Material 1. Scope This specification provides the minimum quality requirements for the material used in the construction of field fences. 2. Wire gauge When the size of steel wire is designated by gage number, the diameter shall be as defined for U.S. Steel Wire Gauge. 3. Fencing Fencing material shall conform to the requirements of ASTM A 121 for barbed wire, ASTM A 116 for woven wire, ASTM A 390 for poultry fence or netting, and ASTM A 854 for high-tensile wire. Barbed wire and woven wire shall be class 3 zinc coated unless otherwise specified. High-tensile wire shall have type I zinc coating unless otherwise specified. 4. Stays, fasteners, and tension wire Stays and fasteners shall conform to the requirements of the appropriate ASTM for the fencing material specified unless otherwise specified. Tension wires shall have a tensile strength not less than 58,000 pounds per square inch. Stays, fasteners and tension wire shall have class 3 zinc coating as specified in ASTM A 641. 5. Wood fence posts and braces Unless otherwise specified, wood posts shall be of black locust, red cedar, osage orange (Bois d’Arc), redwood, pressure treated pine, or other wood of equal life and strength. At least half the diameter or diagonal dimension of red cedar or redwood posts shall be in heartwood. Pressure treatment shall conform to Material Specification 585, Wood Preservatives and Treatment. The posts shall be sound, new, free from decay, with all limbs trimmed substantially flush with the body. All posts shall be substantially straight throughout their full length. Wood braces shall be of wood material equal to or better than construction grade Douglas fir. Wood braces shall be pressure treated in conformance with Material Specification 585. 6. Steel fence posts and braces Steel fence posts and braces shall conform to the requirements of ASTM A 702 for steel fence posts and ASTM A 53 for bracing pipes. Posts with punched tabs for fastening the wires shall not be installed. 7. Concrete fence posts Concrete fence posts shall be manufactured to the specified requirements of size, shape, and strength. 8. Panel gates Panel gates shall be the specified types, sizes, and quality and shall include the necessary fittings required for installation. The fittings shall consist of not less than two hinges and one latch or galvanized chain for fastening. Latches shall be of such design that a padlock may be used for locking. All fittings shall not be of lesser quality than the gate manufacturer's standard. 9. Wire gates Wire gates shall be the type shown on the drawings, constructed in accordance with specifications, at the locations, and to the dimensions shown on the drawings. The material shall conform to the kinds, grades, and sizes specified for new fence, and shall include the necessary fittings and stays. 10. Staples Staples required to secure the fence wire to wood posts shall be 9-gauge galvanized wire with a minimum length of 1.5 inches for soft woods and a minimum length of 1 inch for close-grain hardwoods. 11. Galvanizing All iron and steel fencing material, except as otherwise specified, shall be zinc coated by the hot dip process meeting the requirements of Material Specification 582. Clips, bolts, and other small hardware may be protected by electro-deposited zinc or cadmium coating. (210-VI-NEH, November 2005) 594-1 Material Specification 594—Flexible Membrane Liner 1. Scope This specification covers the quality of High Density Polyethylene (HDPE), Linear Low Density Polyethylene (LLDPE), Ethylene Propylene Diene Monomer (EPDM), Poly Vinyl Chloride (PVC), and Polypropylene (PP) flexible liner, seams, gaskets, metal battens, bolts, embed channels, clamps, and sealant. 2. Material Liner—The liner shall have a nominal thickness as specified. The liner shall be manufactured to be suitable for use in the specified exposed or buried conditions. It shall conform to the requirements of this specification, Construction Specification 97, and the requirements shown on the drawings. Gaskets, metal battens, clamps, bolts, embed channels, welding rod, adhesive, and sealant— Gasket material shall be neoprene, closed-cell medium, 0.25 inch thick, with adhesive on one side, or other gasket material as approved by the liner manufacturer. Metal battens shall be 0.25- inch-thick by 2-inch-wide stainless steel. Clamps shall be 0.5-inch-wide stainless steel. Bolts shall be stainless steel. The embed channel and welding rod shall have the same properties as the liner. Adhesive shall be approved by the manufacturer and shall consist of material with a life expectancy similar to the liner material. Sealant shall be as recommended by the manufacturer. Silicone sealant shall not be used with PVC liner materials. Vents and pipe boots—Vents and pipe boots shall be made of the same material as the liner. 3. Liner properties The liner shall be uniform in color, thickness, and surface texture. The liner shall be resistant to fungal or bacterial attack and free of cuts, abrasions, holes, blisters, contaminants, and other imperfections. HDPE and LLDPE—The HDPE or LLDPE liner shall be manufactured from virgin polymer material and shall meet the property values specified in tables 594–1 through 594–4 as applicable. EPDM—The EPDM liner shall be formulated from virgin compounding materials and shall meet the property values specified in tables 594–5 and 594–6 as applicable. Regrind, reworked, or trim materials shall be from the same manufacturer and the same formulation as the liner. Recycled materials shall not be allowed. PVC—The PVC liner shall be manufactured from virgin polymers and other compounding materials and shall meet the property values specified in table 594– 7 as applicable. Regrind, reworked, or trim materials shall be from the same manufacturer and the same formulation as the liner. No more than 10 percent regrind, reworked, or trim materials shall be used to manufacture the liner. Recycled materials shall not be allowed. The PVC compound shall consist of 50- to 70-percent PVC resin, by weight. Liquid plasticizers shall be mixed until completely absorbed by the resin powder. Other additives shall be thoroughly mixed into the resin. PP—The PP liner shall be manufactured from virgin polymer material and shall meet the property values specified in tables 594–8 and 594–9 as applicable. A reinforced PP liner shall consist of one ply of reinforcing polyester (scrim) between two sheets of PP. The polyester scrim shall be of an open weave that permits strike-through of the PP. (210-VI-NEH, November 2005) 594-2 Table 594–1 Requirements for smooth HPDE liner Property Test methods Requirements* - - - - - - - - - - nominal thickness - - - - - - - - - - 30 mil 40 mil 60 mil Density, g/cc ASTM D 1505 0.940 0.940 0.940 Tensile properties ASTM D 638 yield stress, lb/in (type IV at 2 in/min) 63 84 126 break stress, lb/in 114 152 228 yield elongation, % 12 12 12 break elongation, % 700 700 700 Tear resistance, lb ASTM D 1004 21 28 42 Puncture resistance, lb ASTM D 4833 54 72 108 Carbon black content, % ASTM D 1603 2-3 2-3 2–3 Carbon black dispersion ASTM D 5596 Cat 1–2 Cat 1–2 Cat 1–2 Seam properties ASTM D 6392 shear strength, lb/in 60 80 120 peel strength, lb/in** 39/FTB 52/FTB 78/FTB * All values, unless specified otherwise, are minimum average roll values as reported for the test method. ** Film tear bond: A failure of one of the bonded sheets by tearing prior to complete separation in the bonded area. Table 594–2 Requirements for textured HDPE liner Property Test methods Requirements* - - - - - - - - - - nominal thickness - - - - - - - - - - 30 mil 40 mil 60 mil Density, g/cc ASTM D 1505 0.940 0.940 0.940 Tensile properties ASTM D 638 yield stress, lb/in (type IV at 2 in/min) 63 84 126 break stress, lb/in 45 60 90 yield elongation, % 12 12 12 break elongation, % 100 100 100 Tear resistance, lb ASTM D 1004 21 28 42 Puncture resistance, lb ASTM D 4833 45 60 90 Carbon black content, % ASTM D 1603 2 - 3 2 - 3 2 – 3 Carbon black dispersion ASTM D 5596 Cat 1–2 Cat 1–2 Cat 1–2 Seam properties ASTM D 6392 shear strength, lb/in 60 80 120 peel strength, lb/in** 39/FTB 52/FTB 78/FTB * All values, unless specified otherwise, are minimum average roll values as reported by the specified test method. ** Film tear bond: A failure of one of the bonded sheets by tearing prior to complete separation in the bonded area. (210-VI-NEH, November 2005) 594-3 Table 594–3 Requirements for smooth LLDPE liner Property Test methods Requirements* - - - - - - - - - - nominal thickness - - - - - - - - - - 30 mil 40 mil 60 mil Density, g/cc ASTM D 1505 0.915 0.915 0.915 Tensile properties ASTM D 638 break stress, lb/in (type IV at 2 in/min) 114 150 228 break elongation, % 800 800 800 Tear resistance, lb ASTM D 1004 16 22 33 Puncture resistance, lb ASTM D 4833 42 56 84 Carbon black content, % ASTM D 1603 2–3 2–3 2–3 Carbon black dispersion, % ASTM D 5596 Cat 1–2 Cat 1–2 Cat 1–2 Seam properties ASTM D 6392 shear strength, lb/in 44 58 90 peel strength, lb/in** 37/FTB 50/FTB 75/FTB * All values, unless otherwise specified, are minimum average roll values as reported for each test method. ** Film tear bond: A failure of one of the bonded sheets by tearing prior to complete separation in the bonded area. Table 594–4 Requirements for textured LLDPE liner Property Test methods Requirements* - - - - - - - - - - nominal thickness - - - - - - - - - - 30 mil 40 mil 60 mil Density, g/cc ASTM D 1505 0.915 0.915 0.915 Tensile properties ASTM D 638 break stress, lb/in (type IV at 2 in/min) 60 80 120 break elongation, % 350 350 350 Tear resistance, lb ASTM D 1004 17 22 33 Puncture resistance, lb ASTM D 4833 33 44 66 Carbon black content, % ASTM D 1603 2–3 2–3 2–3 Carbon black dispersion, % ASTM D 5596 Cat 1–2 Cat 1–2 Cat 1–2 Seam properties ASTM D 4437 shear strength, lb/in (1 in wide at 2 in/min) 40 53 79 peel strength, lb/in** 33/FTB 44/FTB 66/FTB * All values, unless otherwise specified, are minimum average roll values as reported for each test method. ** Film tear bond: A failure of one of the bonded sheets by tearing prior to complete separation in the bonded area. (210-VI-NEH, November 2005) 594-4 Table 594–5 Requirements for nonreinforced EPDM liner Property Test methods Requirements* - - nominal thickness - - 45 mil 60 mil Specific gravity ASTM D 792 1.1 1.1 Tensile properties ASTM D 882 break stress, lb/in (Type IV at 20 in/min) 50 50 break elongation, % 400 400 Tear resistance, lb ASTM D 1004 9 11 Puncture resistance, lb ASTM D 4833 35 60 Low temperature brittleness, °F ASTM D 1790 <-45 <-45 Seam properties ASTM D413/D4437 shear strength, lb/in** (NSF modified 20 in/min strain rate) 35 35 peel strength, lb/in*** 14 14 * All values, unless specified otherwise, are minimum average roll values as reported for the test method. ** At 200 percent strain. *** Cohesive bond mode. Table 594–6 Requirements for reinforced EPDM liner Property Test methods Requirements* nominal thickness 45 mil Specific gravity ASTM D 792 1.1 Tensile properties ASTM D 751 125 Method A Tear resistance, lb ASTM D 5884 130 Method B Puncture resistance, lb FTMS 101C 45 Method 2031 Ply adhesion, lb/in ASTM D 413 7 Machine method Low temperature brittleness, °F ASTM D 1790 < –45 Seam properties shear strength, lb/in** ASTM D 751 35 peel strength, lb/in*** ASTM D 413 14 * All values, unless specified otherwise, are minimum average roll values as reported for the test method. ** At 200 percent strain. *** Cohesive bond mode. (210-VI-NEH, November 2005) 594-5 Table 594–7 Requirements for PVC liner Property Test methods Requirements* - - nominal thickness - - 30 mil 40 mil Specific gravity ASTM D 792 1.2 1.2 Tensile properties ASTM D 882 break strength, lb/in (MD and XD) 73 97 elongation at break, % 350 400 Tear resistance, lb ASTM D 1004 8.5 10.5 Low temperature brittleness, °C ASTM D 1790 < –29 < –29 Dimensional stability, % (maximum) ASTM D 1204 3 3 Hydrostatic resistance, lb/in2 ASTM D 751, Method A 100 120 Seam properties ASTM D 6392/D 6214/D 4437** shear strength, lb/in 58 77 peel strength, lb/in 15 15 * All values, unless specified otherwise, are minimum average roll values as reported for the test method. MD = Machine direction, XD = Cross-machine direction ** ASTM D 6392 shall be used for thermally welded seams, D 6214 for chemically welded seams, and D 4437 for all other types. Table 594–8 Requirements for unreinforced PP liner Property Test methods Requirements* - - - - - - - - - nominal thickness - - - - - - - - - - - 30 mil 40 mil 60 mil Specific gravity ASTM D 792 0.90 0.90 0.90 Tensile Properties ASTM D 638 break stress, lb/in (Type IV at 20 in/min) 60 72 130 break elongation, % 600 600 600 Tear resistance, lb ASTM D 1004 9 11 16 Puncture resistance, lb ASTM D 4833 28 35 65 Carbon black content, % ASTM D 1603 2–4 2–4 2–4 Carbon black dispersion ASTM D 5596 Cat 1–2 Cat 1–2 Cat 1–2 Low temperature brittleness, °C ASTM D 1790 <–40 <–40 <–40 Seam properties ASTM D 6392/D6214/D 4437 *** shear strength, lb/in 35 45 55 peel strength, lb/in*** 20/FTB 30/FTB 40/FTB * All values, unless specified otherwise, are minimum average roll values as reported for the test method. ** ASTM D 6392 shall be used for thermally welded seams, D 6214 for chemically welded seams, and D 4437 for all other types. *** Film tear bond: A failure of one of the bonded sheets by tearing prior to complete separation in the bonded area. (210-VI-NEH, November 2005) 594-6 Table 594–9 Requirements for reinforced PP liner Property Test methods Requirements* - - - nominal thickness - - - 36 mil 45 mil Specific gravity ASTM D 792 0.90 0.90 Tensile properties ASTM D 751 225 225 Method A Tear resistance, lb ASTM D 5884 55 75 Method B Puncture resistance, lb FTMS 101C 200 250 Method 2031 Ply adhesion, lb/in ASTM D 413 20 20 Machine Method Carbon black content, % ASTM D 1603 2–4 2–4 Carbon black dispersion ASTM D 5596 Cat 1–2 Cat 1–2 Low temperature brittleness, °C ASTM D 2136 < –40 < –40 Seam properties shear strength, lb/in ASTM D 751 160 200 peel strength, lb/in** ASTM D 413 20/FTB 20/FTB * All values, unless specified otherwise, are minimum average roll values as reported for the test method. ** Film tear bond: A failure of one of the bonded sheets by tearing prior to complete separation in the bonded area. II. OPERATION & MAINTENANCE PLAN & REQUIREMENTS O&M - 313 NRCS - MN AUGUST 2017 OPERATION AND MAINTENANCE PLAN WASTE STORAGE FACILITY CODE 313 Landowner/Operator: ______________________________________________________ Date: _________________________ Address: ______________________________________________________________________________________________ Job Location – County: _______________________ Section: ____________Township: ____________ Range: ____________ Prepared By: ______________________________________ Farm/Tract No.: _______________________________________ Operation and Maintenance Items Operation and maintenance (O&M) is necessary for all conservation practices and is required for all practices installed with the Natural Resources Conservation Service assistance. This waste storage structure was designed and installed for temporary storage of animal waste. The land user is responsible for proper O&M for as long as the practice is used but no less than the life of the practice, 15 years, and as may be required by federal, state, or local laws or regulations. Operation refers to operation of the practice in compliance with all laws, regulations, ordinances, and easements; and in such a manner that will result in the least adverse impact on the environment and will permit the practice to serve the purpose for which it was installed. Maintenance includes work to prevent deterioration of the practice, repairing damage, or replacing components which fail. Necessary operation and maintenance items include: 1.Inspect after significant storm events and at least annually to identify repair and maintenance needs. 2.Follow your comprehensive nutrient management plan (CNMP). Begin emptying or drawdown according to the schedule in the CNMP or sooner if the contents of the storage facility reach the maximum operating level. Minimizeapplication to saturated or frozen ground and immediately after a rainfall or within 12 hours of a forecasted rain. Do not apply at rates that exceed soil intake rates and incorporate manure immediately, if possible. 3.For basins and ponds waste shall be removed at the earliest environmentally safe period after storm events to ensure that sufficient capacity is available to accommodate subsequent storms. 4.Poison gases are often heavier than air and may be trapped in closed waste storage structures. Do not allow humanentry without safety equipment, including ladders and breathing apparatus. Maintain all lids, grates, and shields on openings to underground or enclosed structures. 5.Load into the waste storage facility only those waste products identified in the operational plan. Do not dispose of animal mortality, syringes, or other large or non-biodegradable wastes in the digester. 6.Maintain all pumps, agitators, piping, valves, and all other electrical and mechanical equipment in good operatingcondition following electrical codes and manufacturers' recommendations. Inspect and repair grounding rods, switches, and wiring. Perform motor and engine maintenance according to a fixed schedule based on hours ofoperation, in addition to “as needed” maintenance based on visual observation or audio sensing. 7.Maintain all safety shields on pumps, motors, and electrical or mechanical equipment. 8.Inspect metal surfaces for rust and other damage. Especially inspect sections in contact with earthfill and/or othermaterials. Repair or replace damaged sections and apply a protective covering. 9.Prevent excessive solid waste and bedding from entering waste conveyance facilities. Properly cleaned and maintained screens help minimize required maintenance. Also periodically clean trash racks and sumps to maintaindesign capacity and efficiency. 10.Inspect the outlet of foundation, sub-drain, or any other artificial drainage system that may be installed to control water table levels and/or provide drainage. It is recommended that the inspections should occur at least twice a year:(a) once during the high water table season to ensure that water is draining from the system as designed and (b) once O&M - 313 NRCS - MN AUGUST 2017 during a drier time to ensure that there is no direct leakage from the storage facility into the drainage system. Examine any flows for quantities of flow, turbidity, discoloration, odors, or any other unusual characteristics. Immediately investigate any indication of blockage or leakage and consult a qualified individual for any corrective action(s) needed. 11.Periodically check backfill areas around concrete structures for unusual settlement. Determine if settlement is caused by backfill consolidation or failure of the concrete structures or piping. Repair structures or backfill as necessary. 12.All exposed appurtenances – pipes, pumps, valves, gates, etc., should be inspected periodically (minimum twice ayear) to make sure they are functional, structurally sound, and are not cracked, broken, and/or a safety hazard to the operator or livestock. Repair leaks immediately. 13.Flush pipelines and other components with clean water to remove/reduce accumulated solids buildup. Drain allsystem components in areas subjected to freezing. 14.Inspect concrete, wooden, and metal structures (sumps, pits, walls, ramps, slats, floors, roofs, etc) for accelerated weathering, spalling, settlement, displacement, misalignment, or cracks. Repair defects. For earthen structures,conduct a complete inspection of clay or geosynthetic liners and repair as necessary. 15.Repair any rodent, burrowing animal, vandalism, vehicle, or livestock damage. Remove debris and protect components from further damage by farm equipment, livestock, etc. 16.Maintain vegetative cover on any earthen structures. Reestablish vegetation in any areas where cover is damaged.Mow at least twice a year to stimulate plant growth and to maintain a well-kept appearance. 17.Maintain windbreaks and/or operate and maintain other visual and/or odor dispersive or control methods. 18.Apply insect and vector controls as per manufacturers’ recommendations and precautions, as needed. 19.For liquid/slurry storages, maintain the depth gauge that visually shows the following elevations: (1) Maximum operating level, (2) Top of emergency volume, and (3) Top of freeboard volume. 20.Inspect safety equipment and systems to ensure they are functioning in accordance with the operational plan. Fences,railings, gates, and warning signs must be maintained to provide warning and prevent unauthorized entry. Safety stations should be inspected at least twice a year. Safety items such as ropes, ladders, and swim rings should bereplaced as necessary. 21.Inspect and maintain haul roads and approaches to and from waste storage facility on a frequent basis. 22.Do not operate loaded feed wagon, trucks, manure spreaders, or other heavy equipment within 20 feet of the waste storage facility walls, unless system is designed to handle such loads. Other Recommendations and Notes: Since it is difficult to design or plan for certain weather trends (e.g. ice flows, flash floods, human and animal activities) and management styles it is necessary to have a plan in place to address these issues. Site and layout was selected by landowner(s). Backfilling of pads and walls, cleaning out pipe inlets & outlets, repairing eroded areas, and managing water in feedlot and feed storage areas, are some items that will require, at minimum, annual maintenance. Access roads/lanes/traffic areas are designed for low speed (0-3 mph) farm vehicle traffic and are to be maintained to prevent accidents (e.g. sand, salt, or plow to remove ice/snow, maintain traffic areas as designed to prevent water ponding and muddy conditions). Access ramp into pit can become ice covered and slippery. Care shall be taken when using. Plastic type liners are slippery and near impossible to crawl /walk up when wet and/or covered with manure.Installing escape ropes to fence corners is recommended. 1. Manure application fields & manure shall be nutrient tested annually and records shall be kept on file as per MPCA/County requirements for medium CAFO’s. Manure shall be applied pre-plant and/or post-harvest and in accordance with Nutrient Management Plan. 2. Accumulated solids shall be removed from feed storage area(s), manure pack areas, as needed to maintain design volume and minimize transport of solids. It is recommended that these areas are cleaned annually to minimize transport of solids into areas where they will cause issues. Ohio Livestock Manure Management Guide Bulletin 604-06 Safety and Manure Handling Liquid-manure-handling systems can reduce labor requirements in confinement facilities but can introduce hazards due to the toxic effects of manure gases, manure runoff into streams, and offensive odors. Outdoor and open-top manure storage can also be a potential drowning hazard. Under certain conditions, manure gases may be fatal to both humans and livestock. Poor ventilation or ventilation failure in a tightly constructed building can threaten the health and life of animals. To protect humans, manure storage areas should first be ventilated or, where necessary, self-contained breathing equipment should be used when entering manure storage areas. Increased gas levels above manure pits in buildings can also slow the daily gain of animals. Dangerous Situations Dangerous situations resulting from manure gases are associated with four main gases that are produced as manure decomposes. These are listed in Table 19 along with some of their characteristics. All of the gases listed in Table 19 are colorless. Ammonia (NH3) is released from fresh manure/urine and during decomposition. Ammonia levels tend to be high in buildings with litter, solid floors, or scrapers because manure spread over the floor increases ammonia release. Heated floors also increase ammonia release. Ammonia is very soluble in water, so liquid-manure systems release less ammonia. High pH levels cause more ammonia to be released into the air. Concentrations in ventilated hog buildings have been measured as high as 35 ppm (slightly irritating to eyes and nose) and in unventilated buildings at 176 ppm, which produces extreme discomfort. At 100 to 200 ppm, ammonia causes sneezing, salivation, and loss of appetite for hogs. Prolonged exposure may lead to respiratory diseases in people and animals. Carbon dioxide (CO2) is released through livestock respiration and manure decomposition, and by unvented heaters. Most of the gas in bubbles coming from stored manure or lagoons is CO2. Death of animals in closed confinement buildings following a ventilation-equipment failure (such as that caused by a power failure) is due in part to excessive CO2. Vigorous agitation of stored manure can release a “slug” of CO2. Hydrogen sulfide (H2S) is the most toxic gas from liquid manure storage. Dangerous concentrations can be released by agitation of stored liquid manure. Concentrations reaching 200 to 300 ppm have been reported in a building a few minutes after starting to pump out a storage pit and have been as high as 800 ppm during vigorous agitation. Exposure to 200 ppm for 60 minutes will cause headaches and dizziness; 500 ppm for 30 minutes will cause severe headache, nausea, excitement, or insomnia. High concentrations of 800 to 1,000 ppm cause immediate unconsciousness and death through respiratory paralysis unless the victim is moved to fresh air, and artificial respiration is immediately applied. Even the characteristic rotten-egg smell of H2S does not give adequate warning because the sense of smell is rapidly fatigued by H2S, and high concentrations do not give proportionately higher odor intensity. Methane (CH4) is generated in the decomposition of manure under strict anaerobic (no air) conditions. It is insoluble in water and lighter than air and will accumulate in stagnant air corners in the top of enclosed pits or rooms. CH4 is not toxic, but high concentrations can produce an asphyxiating atmosphere. Concentration in confinement housing is normally well below the lower end of the 5% to 15% explosive range (Table 19). Explosions attributed to methane have occurred around manure storage pits. Table 19. Characteristics and Effects of Gases Produced in Decomposing Manure. Gas Odor Density Exposure Limits Effects Ammonia (NH3) Pungent Lighter than air 10 ppm Irritation to eyes and nose. Asphyxiating at high levels. Carbon Dioxide (CO2) None Heavier than air 5,000 ppm Drowsiness, headache. Can be asphyxiating. Hydrogen Sulfide (H2S) Rotten-egg smell Heavier than air 10 ppm Toxic: Causes headache, dizziness, nausea, unconsciousness, death. Methane (CH4) None Lighter than air 1,000 ppm Headache, asphyxiant, explosive in 5- 15% mix with air. Source: Ohio State University Extension Bulletin 604, 1992 Edition. Fatalities Fatalities may occur when people enter manure-storage structures, including covered manure pits, and are probably due to CO2 and H2S because these gases are heavier than air. Caution should also be taken when agitating manure as the asphyxiating effect of NH3, CO2, and CH4 combined with the toxic effect of H2S could be fatal. Another potential risk, especially for children, is drowning in a pit, storage tank, and earthen storage basin or lagoon. Failure and breakage of slats or covers on pits and lack of protective barriers or railings around pit openings during agitation can lead to accidents. Push-off platforms or ramps (piers) can be a site for the tractor scraper and driver to tumble into an open storage structure or lagoon. Crusts on earthen storage basins can be a problem, especially for children, as they may appear capable of supporting one’s weight, but they are not. Precautions When designing manure structures and systems, think safety. When operating or managing manure equipment, think safety. Consider the following major safety points when designing and operating manure equipment, structures, or systems: 1. Do not enter a manure pit unless absolutely necessary and then only if: *The pit is ventilated beforehand *You have supplied air to a mask or a self-contained breathing apparatus. *You are wearing a safety harness and attached rope with at least two people standing by who are capable of pulling you out. 2. When agitating a manure storage, always have at least one additional person available who can go for help if you are overcome by gases. 3. Properly designed and operated ventilation systems can reduce the concentration of gases within the animal zone, improving animal performance. Poorly designed or improperly adjusted ventilation air inlets may actually increase gas concentrations at the animal level. 4. When possible, construct lids for manure pits or tanks and keep access covers in place. If an open ground-level pit or tank is necessary, build a fence around it and post with “Keep Out” and “Danger — Manure Storage” signs. 5. Get help before attempting to rescue livestock or people that have fallen into a manure-storage structure. 6. Build railings alongside all walkways or piers of open manure storage structures. 7. Permanent ladders on the outside of above-ground tanks should have entry guards locked in place, or the ladder should be terminated above the reach of individuals. 8. Never leave a ladder standing against an above-ground tank. 9. Construct permanent ladders on the inside wall of all pits and tanks, even if covered. Use of noncorrosive material is important. 10. Fence in earthen storage basins and lagoons and erect signs: “Caution – Manure Storage (or Lagoon).” The fence is also needed to keep livestock away from these structures. Additional precautions include a minimum of one lifesaving station equipped with a reaching pole and a ring buoy on a line. 11. All push-off platforms or piers need a barrier strong enough to stop a slow-moving tractor. It should be low enough so that livestock cannot slide underneath. 12. If possible, move animals before agitating manure stored in a pit underneath a building. Otherwise, if the building is mechanically ventilated, turn fans on full capacity when beginning to agitate, even in the winter, or if the building is naturally ventilated, do not agitate unless there is a brisk breeze. Watch animals closely during agitation, and turn off the pump at the first sign of trouble. The critical area of the building is where the pumped manure breaks the liquid surface in the pit. 13. If manure storage is outside the livestock building, provide a water trap or other anti-back flow device to prevent storage gases from entering, especially during agitation. 14. If an animal drops over, do not try to rescue it. You might become a victim of toxic gases. Turn off the pump, and do not enter the building until gases have had a chance to escape. 15. Due to the possibility of explosion and fire, don’t smoke, weld, or use an open flame in confined, poorly ventilated areas where methane can accumulate. Electric motors, fixtures, and wiring near manure-storage structures should be kept in good condition. 16. Keep all guards and safety shields in place on pumps, around pump hoppers, on manure spreaders, tank wagons, power units, etc. Take time now to review your total manure management system from a safety viewpoint. Think through each step of the collection system, storage or treatment units, and the land application phase. Are there dangerous areas in construction or operation? If so, make them safe. It could save your life or the life of a loved one or employee. Emergency Action Plan Every livestock farm should have an Emergency Action Plan in place. What is an Emergency Action Plan and why have one? It is a well-thought-out, simple, basic, common-sense plan that will help those involved with an emergency to make the right decisions. A plan is needed: * To meet the requirements of many states for a plan. * To keep humans and livestock safe. * To rectify an emergency situation. * To protect the environment. * To teach family members and employees. * To record for future situations (prevention, law suits, etc.). * To ensure notification of proper authorities. Safety Equipment Locate first-aid or rescue equipment near the manure-storage area. Clearly mark a wall closet or box and store the equipment inside it. Make occasional checks to ensure the equipment is in good order and has not been removed. Post the phone number of the local fire department/rescue squad on the wall beside the box and also near the telephone. Personal protective equipment that includes air packs and face masks, nylon lines with snap buckles, and a parachute-type body harness with “D” rings for attaching lines can be obtained from supply sources of industrial safety and hygiene equipment. Look in the yellow pages under safety, safety equipment, industrial safety and hygiene, or safety supplies. These supply sources can also provide information on monitoring or measuring devices used to test hazardous atmospheres. Be sure to specify the gases you are dealing with when asking for or purchasing equipment. Familiarize yourself, your workers, and your family with the proper operation of all safety equipment. Local medical (rescue) teams can assist in this education. Immediate First-Aid Procedures Victims of Manure-Gas Asphyxiation 1. Do not attempt to rescue a victim from a hazardous gas situation unless you are protected with a supplied air-breathing apparatus. 2. Have someone telephone for an emergency medical (rescue) squad, informing them there is a “victim of toxic (manure) gas asphyxiation.” 3. If the victim is free from the immediate area of danger and there is no personal threat to your life, take the following steps: * With the victim on his or her back, check for breathing, then give four quick mouth-to-mouth breaths and check for a pulse. * If there is a pulse, continue mouth-to-mouth breathing every five seconds (12 per minute). * If there is no pulse, start CPR (cardiopulmonary resuscitation) immediately. When the emergency squad arrives, the victim should receive a high concentration of oxygen at the scene and in transport. If members of your family have not taken CPR and first-aid training, enroll them in a course at your earliest opportunity. Periodic refresher courses in CPR are recommended. Victims of Drowning 1. Rescue the person from the drowning situation using standard water-rescue technique. 2. If the victim is unconscious or not breathing, use standard CPR procedures. (See No. 3 under Victims of Manure-Gas Asphyxiation.) 3. Have someone telephone for an emergency medical (rescue) squad, informing them there is a victim of drowning. American Concrete Institute® Advancing concrete knowledge ACI RAP Bulletin 1 Structural Crack Repair by Epoxy Injection (ACI RAP-1)1 Structural Crack Repair by Epoxy Injection FIELD GUIDE TO CONCRETE REPAIR APPLICATION PROCEDURES 2 Repair Application Procedures Bulletin Structural Crack Repair by Epoxy Injection (ACI RAP-1)3 Field Guide to Concrete Repair Application Procedures Structural Crack Repair by Epoxy Injection Reported by ACI Committee E706 ACI RAP Bulletin 1 J. Christopher Ball H. Peter Golter John S. Lund George I. Taylor Floyd E. Dimmick, Sr.Bob Joyce Richard Montani Patrick M. Watson Peter H. Emmons Kenneth M. Lozen Jay H. Paul David W. Whitmore Timothy R. W. Gillespie *Primary author. Brian F. Keane* Chair ACI Repair Application Procedure 1. Copyright © 2003, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo pro- cess, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge retrieval system or device, unless permission in writing is obtained from the copyright proprietors. Printed in the United States of America. The Institute is not responsible for the statements or opinions in its publications. Institute publications are not able nor intended to supplant individual training, responsibility or judgment of the user, or the supplier of the information provided. Structural Disclaimer This document is intended as a voluntary field guide for the Owner, design professional, and concrete repair con- tractor. It is not intended to relieve the user of this guide of responsibility for a proper condition assessment and structural evaluation of existing conditions, and for the specification of concrete repair methods, materials, or practices by an experienced engineer/designer. It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occupational Safety and Health Administration (OSHA) health and safety standards. 4 Repair Application Procedures Bulletin Introduction Certain things in life are inevitable. Some are said to include death, taxes, and concrete cracks! The latter is subject to volumes of literature on causes and cures. Some of the more typical causes for concrete cracking include: • Drying shrinkage; • Thermal contraction or expansion; • Settlement; • Lack of appropriate control joints; • Overload conditions that produce flexural, tensile, or shear cracks in concrete; and • Restraint of movement One of the potentially effective repair procedures is to inject epoxy under pressure into the cracks. The injection procedure will vary, subject to the application and location of the crack(s), with horizontal, vertical, and overhead cracks requiring somewhat different approaches. The approach used must also consider accessibility to the cracked surface and the size of the crack. Cracks can be injected from one or both sides of a concrete member. If access is limited to only one side, installation procedures may include variations in epoxy viscosities, injection equipment, injection pressure, and port spacing to ensure full penetration of epoxy into the crack. Depending on the specific requirements of the job, crack repair by epoxy injection can restore structural integrity and reduce moisture penetration through concrete cracks 0.002 in. (0.05 mm) in width and greater. However, before any concrete repair is carried out, the cause of the damage must be assessed and corrected and the objective of the repair understood. If the crack is subject to subsequent movement, an epoxy repair may not be applicable. Note: Horizontal cracks of sufficient width can be filled by gravity-fed epoxies where suitable for the repair (See Crack Repair by Gravity Feed with Resin, RAP-2). What is the purpose of this repair? The primary objective for this type of repair is to restore the structural integrity and the resistance to moisture pene- tration of the concrete element. When do I use this method? Injection is typically used on horizontal, vertical, and over- head cracks where conventional repair methods cannot pene- trate and deliver the specific repair product into the crack. Prior to proceeding with a crack repair by epoxy injection, the cause of the crack and the need for a structural repair must be determined. If the crack does not compromise the structural integrity of the structure, injection with polyure- thane grouts or other nonstructural materials may be a more suitable choice to fill the crack. When a structural repair is required, conditions that cause the crack must be corrected prior to proceeding with the epoxy injection. If the crack is damp and cannot be dried out, an epoxy tolerant to moisture should be considered. Cracks caused by corroding reinforcing steel should not be repaired by epoxy injection because continuing corrosion will cause new cracks to appear. How do I prepare the surface? (see Fig. 1) Clean the surface area about 1/2 in. (13 mm) wide on each side of the crack. This is done to ensure that materials used to seal the top of the crack (the cap seal) will bond properly to the concrete. Wire brushing is recommended because mechanical grinders may fill the cracks with unwanted dust. Contaminants can also be removed by high-pressure water, “oil-free” compressed air, or power vacuums. When using water to clean out the crack, blow out the crack with oil-free, compressed or heated air to accelerate drying. Otherwise, allow enough time for natural drying to occur before injecting moisture-sensitive epoxies. Where concrete surfaces adjacent to the crack are deterio- rated, “V”-groove the crack until sound concrete is reached. “V” grooves can also be used when high injection pressures require a stronger cap seal. How do I select the right material? The appropriate viscosity of the epoxy will depend on the crack size, thickness of the concrete section, and injection access. For crack widths 0.010 in. (0.3 mm) or smaller, use a low-viscosity epoxy (500 cps or less). For wider cracks, or where injection access is limited to one side, a medium to gel viscosity material may be more suitable. ASTM C 881, “Standard Specification for Epoxy-Resin- Base Bonding Systems for Concrete,” identifies the basic criteria for selecting the grade and class of epoxies (see Table 1). For concrete sections greater than 12 in. (305 mm), the working time may need to be increased, and the viscosity decreased, as the crack gets smaller. In addition to the criteria used in Table 1 for epoxy selec- tion, the following product characteristics may also have to be considered: •Modulus of elasticity (rigidity); • Working life; • Moisture tolerance; • Color; and • Compressive, flexural, and tensile strengths. Fig. 1—Cracks must be clean and free of debris. Structural Crack Repair by Epoxy Injection (ACI RAP-1)5 What equipment do I need? Equipment for epoxy injection by high-pressure or low- pressure systems includes: • Air guns; • Hand-actuated delivery systems; • Spring-actuated capsules; and • Balloon-actuated capsules. Determine the delivery method that will best suit the repair requirements by considering the size and complexity of the injection repair and the economic limitations of the project. What are the safety considerations? Epoxy resins are hazardous materials and must be treated as such. Job-site safety practices should include, but not necessarily be limited to, the following: • Having Material Safety Data Sheets (MSDS) available on site; • Wearing protective clothing and protective eyewear where required; • Wearing rubber gloves or barrier creams for hand protection; • Having eye wash facilities available; • Wearing respirators where needed; • Providing ventilation of closed spaces; • Secured storage of hazardous materials; • Having necessary cleaning materials on hand; and • Notifying occupants of pending repair procedures. It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occu- pational Safety and Health Administration (OSHA) health and safety standards. Preconstruction meeting Prior to proceeding with the repair, a preconstruction meeting is recommended. The meeting should include repre- sentatives from all participating parties (owner, engineer, contractor, materials manufacturer, etc.) and specifically address the parameters, means, methods, final appearance, and materials necessary to achieve the repair objectives. Repair procedure 1. Port installation (see Fig. 2). Install the entry ports only after proper surface prepara- tion. Two types of entry ports are available for the injection process: • Surface-mounted; or • Socket-mounted. Entry ports (also called port adapters) can be any tubelike device that provides for the successful transfer of the epoxy resin under pressure into the crack. Proprietary injection guns with special gasketed nozzles are also available for use without port adaptors. Port spacing is typically 8 in. (40 mm) on center, with increased spacing at wider cracks. Port spacing may also be a function of the thickness of the concrete element. Surface-mounted entry ports are normally adequate for most cracks, but socket-mounted ports are used when cracks are blocked, such as when calcified concrete is encountered. Entry ports can also be connected by a manifold system when simultaneous injection of multiple port loca- tions is advantageous. Table 1—ASTM C 881 requirements for epoxy resins that are used to bond hardened concrete to hardened concrete Type I*Type IV† Viscosity, centipoise Grade 1 (low-viscosity), maximum 2000 2000 Grade 2 (medium-viscosity), minimum 2000 2000 Maximum 10,000 10,000 Consistency, in. Grade 3 (non-sagging), maximum 1/4 1/4 Gel time, min. 30 30 Bond strength, minimum, psi 2 days, moist cure‡1000 1000 14 days, moist cure 1500 1500 Absorption, 24 h maximum, % 1 1 Heat deflection temperature 7 days minimum, °F — 120 Linear coefficient of shrinkage On cure, maximum 0.005 0.005 Compressive yield strength 7 days minimum, psi 8000 10,000 Compression modulus, minimum, psi 150,000 200,000 Tensile strength, 7 days minimum, psi 5000 7000 Elongation at break, minimum, %1 1 *Type I: for use in non-load-bearing applications. †Type IV: for use in load-bearing applications. Source: ASTM C 881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete. ‡Moist-cured systems should be tested by assembling the sections to be bonded before immersing in water. Fig. 2—Installation of entry ports. 6 Repair Application Procedures Bulletin 2. Install the cap seal (see Fig. 3). Properly installed, the cap seal contains the epoxy as it is injected under pressure into the crack. When cracks penetrate completely through a section, cap seals perform best when installed on both sides of the cracked element, ensuring containment of the epoxy. Cap seals have been successfully installed using epoxies, polyesters, paraffin wax, and sili- cone caulk. The selection of the cap seal material should consider the following criteria, subject to the type of crack to be repaired: • Non-sag consistency (for vertical or overhead); • Moisture-tolerance; • Working life; and • Rigidity (modulus of elasticity). Concrete temperature changes after installation of the cap seal but prior to injection may cause the cap seal to crack. If this occurs, the cap seal must be repaired prior to resin injection. Prior to proceeding with installation of the cap seal, mark the location of the widest portion of the crack and pay close attention to the following: • Use only materials that haven’t exceeded their shelf life; • Accurate batching of components; • Small batches to keep material fresh, and dissipate heat; • Port spacing; and • Consistent application of the material (1 in. wide x 3/16 in. thick [25 x 5 mm]) over the length of the crack. 3. Inject the epoxy (see Fig. 4 and 5). For a successful epoxy injection, start with the proper batching and mixing of the epoxy components in strict accordance with the manufacturer’s requirements. Prior to starting the actual injection, be sure that the cap seal and port adapter adhesive have properly cured so they can sustain the injection pressures. Start the injection at the widest section of a horizontal crack. (Be sure to locate and mark these areas before installing the cap seal.) Vertical cracks are typically injected from the bottom up. Continue the injection until refusal. If an adjacent port starts bleeding, cap the port being injected and continue injection at the furthest bleeding port. Hairline cracks are sometimes not well suited to “pumping to refusal.” In those cases, try injecting the epoxy at increased pressure (approx- imately 200 psi [1.3 MPa]) for 5 min. Closer port spacing can also be considered. When injection into a port is complete, cap it immediately. Higher pressure can be used for injecting very narrow cracks or increasing the rate of injection. However, the use of higher pressure should be managed with care to prevent a blowout of the cap seal or ports. 4. Remove ports and cap seal (see Fig. 6). Upon completion of the injection process, remove the ports and cap seal by heat, chipping, or grinding. If the appearance is not objectionable to the client, the cap seal can Fig. 3—Installation of seal cap. Fig. 4—Start injection at widest segment of the crack. Fig. 5—Continue injection until refusal. Structural Crack Repair by Epoxy Injection (ACI RAP-1)7 be left in place. If complete removal is required for a subsequent application of a cosmetic coating, prepare the concrete surface by grinding. How do I check the repair? To ensure that the injection has been successful, quality assurance measures may include test cores or nondestructive evaluation (NDE). 1. Test cores: • Core locations should be chosen to avoid cutting rein- forcing steel, drilling cores in areas of high stress, or creating core holes below the waterline. The engineer should determine core locations when these types of conditions exist; • Be sure the epoxy has set before extracting a core; • Take cores (normally 2 in. [50 mm] diameter) to check that the penetration of the epoxy is adequate; • Inspect the core visually to determine the penetration of the epoxy into the crack; • Cores can be further tested for compressive and split tensile strength per ASTM C 42; and • Subsequently, patch the removed-core area (after proper surface preparation) with an expansive cementi- tious or epoxy grout compatible with the existing substrate concrete and the surrounding environment. 2. Methods for nondestructive evaluation: • Impact echo (IE); • Ultrasonic pulse velocity (UPV); and • Spectral analysis of surface waves (SASW). Sources for additional information ACI Committee 224, 1993, “Causes, Evaluation, and Repairs of Cracks in Concrete Structures (224.1R-93),” American Concrete Institute, Farmington Hills, Mich., 22 pp. ACI Committee 364, 1994, “Guide for Evaluation of Concrete Structures Prior to Rehabilitation (364.1R-94),” American Concrete Institute, Farmington Hills, Mich., 22 pp. ACI Committee 503, 1998, “Use of Epoxy Compounds with Concrete (ACI 503R-93 (Reapproved 1998)),” Amer- ican Concrete Institute, Farmington Hills, Mich., 28 pp. ACI Committee 546, 1988, “Guide for Repair of Concrete Bridge Structures (546.1R-80 (Reapproved 1988)),” Amer- ican Concrete Institute, Farmington Hills, Mich., 20 pp. ACI Committee 546, 1996, “Concrete Repair Guide (546R-96),” American Concrete Institute, Farmington Hills, Mich., 41 pp. ASTM C 881-90, 1990, “Standard Specification for Epoxy-Resin Based Bonding Systems for Concrete,” ASTM International, West Conshohocken, Pa., 5 pp. Emmons, P. H., 1994, Concrete Repair and Maintenance Illustrated, R. S. Means Co., Inc., Kingston, Mass., 300 pp. “Guide for Verifying Performance of Epoxy Injection of Concrete Cracks,” 1998, ICRI Technical Guideline No. 03734. Murray, M. A., 1987, “Epoxy Injection Welds Cracks Back Together,” Concrete Repair, V. 3. Promboon; Y.; Olsen, L. D.; and Lund, J., 2002, “Nondestructive Evaluation (NDE) Methods for Quality Assurance,” ICRI Bulletin, V. 15, No. 1, Jan.-Feb., pp. 12-16. “State-of-the-Art Adhesives for Concrete Construction,” 1998, Construction Canada Magazine, May-June. Trout, J. F., 1998, Epoxy Injection in Construction, The Aberdeen Group, 80 pp. Fig. 6—Remove seal cap. Burke Dairy MMP K2S Engineering Inc. 4209 94th Ave SE Ypsilanti, ND 58497 701-489-3322 2 Manure Storage, Handling, and Testing Information2009 Facility Name:NPDES or SDS Permit?No Permit Number: Owner/Operator Name:Date Last Revised:Registration Number:111-62974 Version 8.14 Last Updated:6/16/20 1,400 1,400 365 365 700 365 gals tons tons 365 365 27 12 15 6 26 7 gals tons tons gals tons tons lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs N N N P2O5 P2O5 P2O5 K2O K2O K2O 825 10 Manure Source #3 Every 2 Years 69 days/yr Manure Pack 365 lbs days/yr lbs lbs 15 19 10 412 4,188 3,769 Average Book Values K2O 3 Average Book Values 31 481 16,798 28,539 Average Book Values 7 3 10 6 P2O5 Manure Pack Dairy Heifer 6,988 Acres Covered by One Load Spreader Volume 7 Every 2 Years MPCA or U of MN Guidelines 598 365 lbs 30 days/yr lbs 1,000 Dairy Heifer 1,200 lbs 130 days/yr 5,000 N Average Book Values Manure Source #4 days/yr No Storage Information Average Animal Weight Acres Covered by One Load lbs days/yr days Spreader Volume 160 Towed Hose days/yr Commercial Applicator (Yes/No or Name)No Spreader Type How Application Rate is Calibrated Animal Number Length of Time Livestock Spend In Facility Additional Animal Type (Contributing to Manure Source) Average Animal Weight Lagoon Animal Number Length of Time Livestock Spend In Facility Total Manure Produced per Year (Actual) Last Year's Sample lbs/1000 gal lbs/1000 gal 3,105,498 Sampling Methods Every 2 Years Total N - (do not enter lab estimated availability) Application Methods lbs/1000 gal 08/12/1908/12/19 MPCA or U of MN Guidelines No lbs/ton Capacity Storage Length Storage Type lbs/ton 29,282 Spreader Volume Acres Covered by One Load Manure Pack Solids Spreader days 1,092,197 days lbs/ton lbs/ton Last Year's Sample Solids Spreader lbs/ton 12 MPCA or U of MN Guidelines lbs/ton 6 365 Dairy Milk Cow lbs Dairy Calf days/yr 24 200 Total K2O - (do not enter lab estimated availability) Sampling Frequency How Volume/Tonnage Determined per Load Basis for N,P, & K Values Below Manure Sources Description of Manure Source Group sources with similar nutrient content if they have identical animal type, water usage, feed rations, and manure storage Burke Dairy Livestock Information Manure PackSlurry Pit Dairy Dry Cow Duane Burke Manure Source #1 Manure Source #2 Predominate Animal Type (Contributing to Manure Source) Annual K2O Produced Total Manure Produced per Year (Estimated) Date Last Analyzed Annual P2O5 Produced Annual N Produced Total P2O5 - (do not enter lab estimated availability) Manure Analysis - Existing facilities should use actual manure test results Annual Generation - Existing facilities should use actual production values 0 General Field Information (Fields 1-35)Field Slope (%)Example 80 a 2005 30 Olsen Med/High No Late Fall 800 ft 3% 1 23.4 2019 34 Olsen Low No Spring & Fall 2 73.3 2019 27 Olsen Low No Spring & Fall 3 37.7 2019 35 Olsen Low No Spring & Fall 4 17.8 a 2019 30 Olsen Med/High No Spring & Fall 5 38.7 a 2019 10 Olsen Med/High No Spring & Fall 6 21.1 2019 14 Olsen Low No Spring & Fall 7 10 a 2019 29 Olsen Med/High No Spring & Fall 8 23 a 2019 49 Olsen Low No Spring & Fall 9 63.7 2019 20 Olsen Low No Spring & Fall 10 23.9 2019 15 Olsen Low No Spring & Fall 11 20.3 2019 28 Olsen Low No Spring & Fall 12 9.9 2019 27 Olsen Low No Spring & Fall 13 4.5 a 2019 8 Olsen Low No Spring & Fall 14 32.2 2019 39 Olsen Low No Spring & Fall 15 47.9 2019 29 Olsen Low No Spring & Fall 16 21.9 a 2019 45 Olsen Med/High No Spring & Fall 17 24.5 a 2019 43 Olsen Med/High No Spring & Fall 18 14.5 a 2019 4 Olsen Low No Spring & Fall No No No No No No No No No No No No No No No No No Total Acres (Fields 1 - 35) (Test required once every 4 yrs)Other Conduit to WaterIrrigation?Field AcreageIntermittent Stream(If farmed call MPCA)Soils Information Organic Matter Unique Field ID Attach Aerial Photo or Map With Location Description (twp-rng-sec)Tile IntakesFloodplainSensitive Features (Identify on Aerial Photo or Sketch)Well, Mine, or QuarryPublic Well Management AreaShallow BedrockSinkholeYear of Soil Test(red if outdated)Wetland (non-farmed)Anticipated Manure Application Timing NOTE: NPDES & SDS permitted sites cannot apply liquid manure in the winter (unless emergency) ***Insert a check mark by double-clicking the appropriate cells*** Soil Test Phosphorus (P) Field Average (ppm) 508 ***You must double-click cells to insert a check mark***Lake, River, StreamDrainage DitchCoarse-Textured Soil(soil type ends in "sand")Winter Application Field Info (If Applicable) Distance from Field to Waters Tile Intakes Option A - Inject or incorporate within 24 hours and prior to rainfall within 300 ft, observe a 25 ft non-manured setback, and avoid long term soil P build-up Option B - Inject or incorporate within 24 hours and prior to rainfall within 300 ft. Option C - 35 ft grassed buffer Option D - 100 ft setback with at least 16.5 ft as grassed buffer Drainage Ditches Option A - Inject or incorporate within 24 hours and prior to rainfall within 300 ft, observe a 25 ft non-manured setback, and avoid long term soil P build-up Option B - 50 ft wide grassed buffer Option C - 100 ft setback with at least 16.5 ft as grassed buffer Option D - Protective Berm (prohibits runoff from entering the ditch) Lakes, Rivers, and Streams Option A - Inject or incorporate within 24 hours and prior to rainfall within 300 ft, observe a 25 ft non-manured setback, and avoid long term soil P build-up Option B - 100 ft wide grassed buffer Option C - 100 ft setback with at least 16.5 ft as grassed buffer Intermittent Streams and/or Public Waters Wetlands (over 10 acres) Option A - Inject or incorporate within 24 hours and prior to rainfall within 300 ft, observe a 25 ft non-manured setback, and avoid long term soil P build-up Option B - 50 ft wide grassed buffer Option C - 100 ft setback with at least 16.5 ft as grassed buffer Wells, Mines, or Quarry Option A - 50 ft setback - minimum (100 ft if NPDES permitted) Sinkholes Option A - Inject or incorporate within 24 hours and prior to rainfall upslope and within 300 ft and observe a 50 ft non-manured setback (100 ft non-manured setback for NPDES) Option B - Berm that prevents runoff from entering the sinkhole Application of Manure During the Summer Months (June, July, and August) Option A - A cover crop will be planted on all fields that receive manure applications during June, July, and August Other Conduits to Water Option A - Inject or incorporate within 24 hours and prior to rainfall within 300 ft, observe a 25 ft non-manured setback, and avoid long term soil P build-up Option B - 50 ft wide grassed buffer Option C - 100 ft setback with at least 16.5 ft as grassed buffer Option D - Protective Berm (prohibits runoff from entering the waters) Early Fall Land Application - Unless otherwise required, this only applies to early fall manure application at NPDES or SDS permitted facilities Option A - Soil Erosion Conservation Measures - Required for ANY field used for winter application and for ALL fields at NPDES permitted sites Option A - Establish grassed waterways Option G - Chisel or disk tillage with residue Option B - Contour stripcropping Option H - Field edge buffers Option C - No-Till cropping Option I - Contour buffer strip Option D - Terracing Option J -Sediment control basin Option E -Meet tolerable soil erosion rates ("T") as defined by NRCS Option K - Plant a cover crop on bare ground Option F - Use rotations that include other than row crops (alfalfa, grass, etc) Fall Application onto fields that are dominated by coarse-textured soils shall be delayed until soil temperatures in the upper six (6) inches, are less than 50 degrees Fahrenheit, unless otherwise first approved by the MPCA. This worksheet identifies all allowable techniques that can be used to provide protection to sensitive features as required in Minnesota Rules and/or permit conditions. One of the following measures must be employed for the applicable sensitive feature. Any of the identified practices are acceptable. Sensitive Features Management Worksheet Wetlands Under 10 Acres (uncultivated) No specific state requirements unless a public waters wetland or other permit conditions apply. Option A - Observe a non-manured setback Option B - Maintain a grass buffer Option C - Incorporate manure near the wetland Option D - Prevent long term soil P buildup Option E -Utilize soil conservation practices Option F - Other: Public Well Management Area & Drinking Water Supply Management Areas No specific state requirements unless other permit conditions apply. Option A - Observe a non-manured setback Option B - Follow practices recommended in city wellhead protection plan Option C - Soil nitrate test will be used to refine nitrogen rate management decisions Option D - Apply no earlier than late October or when soil temperatures are less than 50oF Option E -Other: Shallow Bedrock - less than 3 feet of soil over limestone bedrock No specific state requirements unless other permit conditions apply. Option A - Use composted manure or other process which kill bacteria Option B - Maximize separation between fractured bedrock and manure Option C - Incorporate manure Option D - Other: Floodplain No specific state requirements unless other permit conditions apply. Option A - Avoid manure application during peak flooding periods Option B - Incorporate or inject manure when there is a risk of flooding Option C - Avoid winter-time manure applications Option D - Other: Sensitive Features Management Worksheet Even though no specific measures are required in Minnesota Rule, a complete MMP is required to identify measures that will be used to provide protection to the following areas. This worksheet will assist you in identifying which techniques will be used to provide protection to the following sensitive features even though no specific practices are required in Minnesota Rules. This worksheet identifies possible techniques that can be used to provide protection to the following sensitive features. One of the following measures will be employed for the applicable sensitive feature. Any of the identified practices are acceptable. Soil Phosphorus: 22-75 ppm Bray or 17-60 ppm Olsen Option A - Manure will NOT be applied within 300 ft of open tile intakes (NPDES Permits only), lakes, streams, intermittent streams, public waters wetlands, or drainage ditches without protective berms (indicate setbacks on aerial photos) Option B - I will maintain or reduce soil P levels in this field over a six year period. (Example calculations are provided below) Step 1 - Multiply expected crop yields by the P removal of the crop (Table C of this planner) and determine the average crop P removal over 6 years Ex. 170 bu Corn [170 * 0.34] = 58 lbs P removed/year & 45 bu Soybeans [45 * 0.82] = 37 lbs P removed/year (Average of 48 lbs P removed/yr) Step 2 - Determine the amount of P that is typically applied in manure applications Ex. 4000 gals/ac * 35 lbs P/1000 gals * 0.8 = 112 lbs P applied Step 3 - Divide step 2 by the average in step 1. (112 lbs P applied/48 lbs P removed = 2.3) Then take 6 years divided by this result and round down. Ex. 112 lbs P applied/48 lbs P removed = 2.3 THEN 6 years/2.3 = 2.6 (round down to 2 out of 6 years manure can be applied) Soil Phosphorus: 76-150 ppm Bray or 61-120 ppm Olsen Option A - Manure will NOT be applied within 300 ft of open tile intakes, lakes, streams, intermittent streams, public waters wetlands, or drainage ditches without protective berms (indicate setbacks on aerial photos) Option B - Use the University of MN soil P index and apply to fields with a low or very low rating and maintain or reduce soil P over six years The Minnesota Soil Phosphorus Index can be found at :https://www.swac.umn.edu/extension-outreach/phosphorusloss Option C - I will follow all NRCS 590 standards in accordance with the table below and maintain or reduce soil P over six years Field within 300 feet of waters Effective 100ft Grassed Buffer Sheet and Rill Erosion (ton/acre-year)Manure Application Allowed No Yes or No Any Rate Yes Yes Yes or No More than 6 No Yes No Less than 4 P removal basis Yes No 4 to 6 No Yes Yes Less than 6 P removal basis Soil Phosphorus: Over 150 ppm Bray or Over 120 ppm Olsen Option A - Use the University of MN soil P index and apply to fields with a low or very low rating and maintain or reduce soil P over six years The Minnesota Soil Phosphorus Index can be found at :https://www.swac.umn.edu/extension-outreach/phosphorusloss Option B - I will follow all NRCS 590 standards in accordance with the table below and maintain or reduce soil P over six years Field within 300 feet of waters Effective 100ft Grassed Buffer Sheet and Rill Erosion (ton/acre-year)Manure Application Allowed Yes Yes or No More than 6 No Yes No Any Rate No Yes Yes or No 2 or less P removal basis Yes Yes or No More than 2 No No No Less than 4 P removal basis No No More than 4 No No Yes Less than 4 Yes No Yes 4 to 6 P removal basis No Yes or No More than 6 No High Soil Test Phosphorus Management This worksheet identifies all allowable techniques that will be used to manage soil phosphorus levels as required in Minnesota Rules. Based upon the soil test results for the field(s), one of the following measures will be employed to manage soil phosphorus levels on land where manure will be applied. Any of the identified practices are acceptable. 6 Year Soil Phosphorus Management Plan FALSE Scenario 1 Scenario 2 Scenario 3 Scenario 4 Scenario 5 Scenario 6 Scenario 7 Scenario 8 Crop (Year 1) Yield ton Manure Application Source (1-12) & Rate 1 5000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 2) Yield ton Manure Application Source (1-12) & Rate 1 5000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 3) Yield ton Manure Application Source (1-12) & Rate 1 5000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 4) Yield ton Manure Application Source (1-12) & Rate 1 5000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 5) Yield buManure Application Source (1-12) & Rate 2 5 tons 2nd Manure Application Fertilizer P (total)lbs Crop (Year 6) Yield buManure Application Source (1-12) & Rate 2 5 tons 2nd Manure Application Fertilizer P (total)lbs Results P Applied over 6 Yrs lbs lbs lbs lbs lbs lbs lbs lbs P Removed over 6 Yrs lbs lbs lbs lbs lbs lbs lbs lbs Will Rotation Build Soil Phosphorus Levels? When soil phosphorus levels are required to be maintained (or reduced) over a 6 year period, one of the following crop rotation sceanrios will be employed for the applicable field or area near senstive features. You must complete at least one rotation below or indicate that manure will not be applied within 300 feet of sensitive features (this option will only be visible when all soil test results are below 150 Bray or 120 Olsen). Alfalfa 5 5 Alfalfa Alfalfa 5 5 Alfalfa Corn 180 180 Corn 298 338.4 No Manure will not be applied within 300 ft of open tile intakes, lakes, streams, intermittent streams, public water wetlands, or drainage ditches without protective berms. Crop and Nutrient Planning Worksheet (Fields 1-35) Cropping Year: September 1,to August 31,2022 Crop Land Manager's Name: Last Year's Manure App (Nutrients for 2021 Crop)Nutrient Recommendations and Credits leave blank if none applied 1 Corn 180 bu Oats Alfalfa 195 115 ------80 ---0 61 2 Alfalfa 5 ton Alfalfa Alfalfa ---0 ---------255 0 54 3 Corn 180 bu Oats Alfalfa 195 115 ------80 ---0 61 4 Corn 180 bu Oats Alfalfa 195 115 ------80 ---0 61 5 Corn 180 bu Corn Corn Silage 195 0 ------195 ---47 61 6 Corn 180 bu Corn Oats 12 Dairy 5 ton 195 0 15 ---180 ---15 61 7 Alfalfa 5 ton Alfalfa Alfalfa 27 Dairy 5,000 gal ---0 34 ------221 0 54 8 Corn 180 bu Corn Corn Silage 195 0 ------195 ---0 61 9 Oats 60 bu Alfalfa Alfalfa 0 0 ------0 ---0 17 10 Corn 180 bu Corn Oats 195 0 ------195 ---7 61 11 Oats 60 bu Alfalfa Alfalfa 0 0 ------0 ---0 17 12 Alfalfa 5 ton Alfalfa Alfalfa ---0 ---------255 0 54 13 Alfalfa 5 ton Alfalfa Alfalfa ---0 ---------255 46 54 14 Corn 180 bu Corn Oats 195 0 ------195 ---0 61 15 Oats 60 bu Alfalfa Alfalfa 0 0 ------0 ---0 17 16 Corn 180 bu Corn Corn Silage 12 Dairy 5 ton 195 0 15 ---180 ---0 61 17 Corn 180 bu Corn Corn Silage 12 Dairy 5 ton 195 0 15 ---180 ---0 61 18 Alfalfa 5 ton Alfalfa Alfalfa ---0 ---------255 70 54 Crop Grown to Utilize the Nutrients Applied 2022 Crop Expected Yield (per acre) crop receiving nutrients Crop Most Recently Harvested 2021 Crop Crop Grown 2 Years Ago 2020 Crop N Needsafter all creditsN Removal after all creditsP2O5 Needs (based on soil test data)P2O5 Removal (based on crop uptake) Last Year's Manure Test NAnimal Type of Manure Applied Last Year Last Year's Application Rate (per acre) Typically 9/1/20 to 8/31/21 N Recommendation after 2021 crop creditsLegume-N Creditfrom the 2020 CropN Credit from ManureApplied to 2021 CropN Credit fromIrrigation Water2021 Crop Information N (lb/ac)P2O5 (lb/ac) Field ID Field Information Nutrient Application Planning Worksheet (Fields 1-25) Source 1:Source 5:Source 9: Source 2:Source 6:Source 10: Source 3:Source 7:Source 11: Source 4:Source 8:Source 12: Nutrients Needed to Meet Yield Goal Manure Application Information (Nutrients for the 2022 Crop) (lb/acre)Application Typically 9/1/2021 to 8/31/2022 after credits for nutrients from previous crops and manure applications Nitrogen NeedsNitrogen(Removal)Phosphorus(Needs)Calculated Max Rate based on Nitrogen Planned Rate max used if blank StarterSupplementalStarterSupplemental23 Corn 80 ---0 ------22.5 57.4 0 ---57.5 0 -4 73 Alfalfa ---255 0 ------0 0 -255 ---0 0 -54 38 Corn 80 ---0 ------18 61.5 -1 ---46 0 -15 18 Corn 80 ---0 ------22.5 57.4 0 ---57.5 0 -4 39 Corn 195 ---47 2 Incorp. within 12 hrs 39 30 30 193 0 0 -2 151 0 0 90 21 Corn 180 ---15 1 Sweep Injection 21 12,207 12000 177 0 0 -3 148 0 0 87 10 Alfalfa ---221 0 ------0 0 -221 ---0 0 -54 23 Corn 195 ---0 1 Sweep Injection 23 13,224 12000 177 0 0 -18 148 0 0 87 64 Oats 0 ---0 ------0 ----17 24 Corn 195 ---7 3 Incorp. within 12 hrs 24 20 20 132 0 61.5 -2 96 0 0 35 20 Oats 0 ---0 ------0 ----17 10 Alfalfa ---255 0 ------0 0 -255 ---0 0 -54 5 Alfalfa ---255 46 ------0 0 -255 ---0 0 -54 32 Corn 195 ---0 1 Sweep Injection 32 13,224 12000 177 0 0 -18 148 0 0 87 48 Oats 0 ---0 ------0 ----17 22 Corn 180 ---0 1 Sweep Injection 22 12,207 12000 177 0 0 -3 148 0 0 87 25 Corn 180 ---0 1 Sweep Injection 25 12,207 12000 177 0 0 -3 148 0 0 87 15 Alfalfa ---255 70 ------0 0 -255 ---0 0 -54 Manure Source Summary Acres After Setbacks18 Alfalfa Alfalfa Corn Corn Alfalfa Corn Alfalfa 16 17 14 11 12 13 15 Corn Crop Most Recently Harvested 2021 Crop 7 5 6 4 Alfalfa Alfalfa 10 8 Corn 1 2 3 Corn Field Information Summary N from Manure(Available this year)Method of Application and Incorporation NPDES/SDS permitted sites cannot apply liquid manure in the winter (unless emergency)Acres Receiving Manure (reduce to split the field)Oats P from Manure(Available this year)Crops Grown Summary Oats Oats 9 Alfalfa Crop Grown to Utilize the Nutrients Applied 2022 Crop Manure Source (1-12)Manure Application Rate (gals/tons per acre) Field ID Corn Alfalfa P in Excess of Removal(negative for deficiency)Nitrogen (lb N/ac) Phosphorus (lb P2O5/ac) Total Fertilizer Application (lbs/acre) Total Fertilizer Application (lbs/acre)Excess Available N(negative for deficiency)Slurry Pit (26.81-15.38-26.13) Manure Pack (11.68-6.3-7) Manure Pack (12-6-7) I will transfer ownership of some of the manure. Nutrient Application Planning Worksheet (Fields 26-50) Nutrients Needed to Meet Yield Goal Manure Application Information (Nutrients for the 2022 Crop) (lb/acre)Application Typically 9/1/ to 8/31/2022 after credits for nutrients from previous crops and manure applications Nitrogen NeedsNitrogen(Removal)Phosphorus(Needs)Calculated Max Rate based on Nitrogen Planned Rate max used if blank StarterSupplementalStarterSupplementalTotal Acres (Fields 1 - 50) =508 ###### Amount Applied Amount Remaining Source 1:1,092,197 Source 5:---Source 9: Source 2:598 Source 6:---Source 10: Source 3:69 Source 7:---Source 11: Source 4:---Source 8:---Source 12: --- Amount Applied Acres Applied --- --- ------ --- --- --- Field Information Summary Crops Grown Summary Acres After SetbacksCrop Most Recently Harvested 2021 Crop Field ID Crop Grown to Utilize the Nutrients Applied 2022 Crop Manure Source (1-12)Manure Application Rate (gals/tons per acre) Method of Application and Incorporation NPDES/SDS permitted sites cannot apply liquid manure in the winter (unless emergency)Acres Receiving Manure (reduce to split the field)N from Manure(Available this year)P from Manure(Available this year)---P in Excess of Removal(negative for deficiency)Excess Available N(negative for deficiency)--- --- --- --- --- --- Total Fertilizer Application (lbs/acre) Amount Remaining Acres Applied Acres Applied Amount Applied Amount Remaining Nitrogen (lb N/ac) Phosphorus (lb P2O5/ac) Total Fertilizer Application (lbs/acre) 0 --- 0 0 --- 123 39 24 --- --- --- --- --- I will transfer ownership of the remaining amount of manure. Maps Soil & Manure Tests Manure Analysis Date Received Date Reported Information Sheet # Laboratory Sample # Submitted For:Submitted By: M21293414-Aug-201912-Aug-2019 Burke 4209 94TH AVE SE YPSILANTI, ND 58497 K2S ENGINEERING INC BN00084 BP41579 - BP41580 Date Sampled 8/12/2019 1Sample Id:Livestock Type:Manure Type: Estimated Available Nutrient Credits Total Nutrients In 1st Year of Application In 2nd Year of Application In 3rd Year of Application Dry Matter: Moisture: Nitrogen: Phosphorus Potassium Sulfur > 72h or Not Inc Inc in 1 to 72h Inc within 1h or Inj as P O as K O 2 5 2 Estimated Value of Available Nutrients 38.53 % 61.47 % 11.68 2.14 7.00 6.30 2.92 3.50 4.09 5.04 5.60 1.18 $6.01 1.17 1.17 1.17 0.00 0.00 0.21 $0.49 0.58 0.58 0.58 0.00 0.00 0.11 $0.24 Comments: **1 *2 *3 Applications of manure on the same field for 2 consecutive years increases the availability of N and S by 10%, and for 3 or more consecutive years by 15%. There is zero availability on P and K for 2 or more consecutive years. Availability of N changes depending on the application technique. Injection or incorporation within 3 days of application results in higher N availability. If minor elements are requested, they are reported on a 'dry matter' basis. If ammonia, nitrate or pH are requested, they are reported on an 'as is' basis. lbs/Ton lbs/Ton lbs/Ton lbs/Ton Other Manure Tests: DAIRY Solid Value based on commercial ferilizer costs as of 01/08/2018. N(Urea) $0.364 / lb, P2O5(Diammonium Phosphate(DAP)) $0.522 / lb, K2O(Potash) $0.274 / lb, S(Elemental Sulfur) $0.304 / lb. References: Nutrient application guidelines for field, vegetable, and fruit crops in Wisconsin (A2809), Table 9.1** DISCLAIMER: Data and information in this report are intended solely for the individual(s) for whom samples were submitted. Reproduction of this report must be in its entirety. Levels listed are guidelines only. Data was reported based on standard laboratory procedures and deviations.Page 1 of 2 Manure Analysis Date Received Date Reported Information Sheet # Laboratory Sample # Submitted For:Submitted By: M21293414-Aug-201912-Aug-2019 Burke 4209 94TH AVE SE YPSILANTI, ND 58497 K2S ENGINEERING INC BN00084 BP41579 - BP41580 Date Sampled 8/12/2019 2Sample Id:Livestock Type:Manure Type: Estimated Available Nutrient Credits Total Nutrients In 1st Year of Application In 2nd Year of Application In 3rd Year of Application Dry Matter: Moisture: Nitrogen: Phosphorus Potassium Sulfur > 72h or Not Inc Inc in 1 to 72h Inc within 1h or Inj as P O as K O 2 5 2 Estimated Value of Available Nutrients 7.84 % 92.16 % 26.81 3.86 26.13 15.38 8.04 10.72 13.41 12.30 20.90 2.12 $17.67 2.68 2.68 2.68 0.00 0.00 0.39 $1.09 1.34 1.34 1.34 0.00 0.00 0.19 $0.55 Comments: **1 *2 *3 Applications of manure on the same field for 2 consecutive years increases the availability of N and S by 10%, and for 3 or more consecutive years by 15%. There is zero availability on P and K for 2 or more consecutive years. Availability of N changes depending on the application technique. Injection or incorporation within 3 days of application results in higher N availability. If minor elements are requested, they are reported on a 'dry matter' basis. If ammonia, nitrate or pH are requested, they are reported on an 'as is' basis. lbs/1000 gal lbs/1000 gal lbs/1000 gal lbs/1000 gal Other Manure Tests: DAIRY Liquid Value based on commercial ferilizer costs as of 01/08/2018. N(Urea) $0.364 / lb, P2O5(Diammonium Phosphate(DAP)) $0.522 / lb, K2O(Potash) $0.274 / lb, S(Elemental Sulfur) $0.304 / lb. References: Nutrient application guidelines for field, vegetable, and fruit crops in Wisconsin (A2809), Table 9.1** DISCLAIMER: Data and information in this report are intended solely for the individual(s) for whom samples were submitted. Reproduction of this report must be in its entirety. Levels listed are guidelines only. Data was reported based on standard laboratory procedures and deviations.Page 2 of 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 13 SAMPLE ID 13 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 15 QTRNE ACRES 0 PREV. CROP REF #19623481 BOX #4953 LAB #NW43539 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 32 lb/ac ****** ****** ****** * Olsen Phosphorus 8 ppm ************ Potassium 49 ppm ******* Chloride Sulfur Boron Zinc 2.54 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 1.6 %****** Carbonate(CCE) 0-24" Sol. Salts 0.07 mmho/cm ** 0-6"7.0 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 14 SAMPLE ID 14 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 15 QTRNW ACRES 0 PREV. CROP REF #19623482 BOX #4953 LAB #NW43540 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 52 lb/ac ****** ****** ****** ****** Olsen Phosphorus 39 ppm ************************ Potassium 57 ppm ******** Chloride Sulfur Boron Zinc 3.57 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.9 %************ Carbonate(CCE) 0-24" Sol. Salts 0.12 mmho/cm *** 0-6"7.4 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 15 SAMPLE ID 15 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 15 QTRNE ACRES 0 PREV. CROP REF #19623483 BOX #4953 LAB #NW43541 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 32 lb/ac ****** ****** ****** * Olsen Phosphorus 22 ppm ************************ Potassium 62 ppm ********* Chloride Sulfur Boron Zinc 2.48 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.7 %*********** Carbonate(CCE) 0-24" Sol. Salts 0.08 mmho/cm ** 0-6"6.8 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 16 SAMPLE ID 16 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 14 QTRNW ACRES 0 PREV. CROP REF #19623484 BOX #4953 LAB #NW43542 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 72 lb/ac ****** ****** ****** ****** Olsen Phosphorus 45 ppm ************************ Potassium 173 ppm ************************ Chloride Sulfur Boron Zinc 4.95 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.1 %************ Carbonate(CCE) 0-24" Sol. Salts 0.12 mmho/cm *** 0-6"6.8 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 9 SAMPLE ID 9 FIELD NAME COUNTY OTTERTAIL TWP 136-35 RANGE SECTION 18 QTRNE ACRES 0 PREV. CROP REF #19623485 BOX #4953 LAB #NW43535 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 64 lb/ac ****** ****** ****** ****** Olsen Phosphorus 20 ppm ************************ Potassium 73 ppm *********** Chloride Sulfur Boron Zinc 2.48 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.1 %******** Carbonate(CCE) 0-24" Sol. Salts 0.07 mmho/cm ** 0-6"6.9 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 10 SAMPLE ID 10 FIELD NAME COUNTY OTTERTAIL TWP 136-35 RANGE SECTION 18 QTRSE ACRES 0 PREV. CROP REF #19623486 BOX #4953 LAB #NW43536 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 24 lb/ac ****** ****** ** Olsen Phosphorus 15 ppm ************************ Potassium 65 ppm ********** Chloride Sulfur Boron Zinc 2.35 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.8 %*********** Carbonate(CCE) 0-24" Sol. Salts 0.07 mmho/cm ** 0-6"6.8 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 11 SAMPLE ID 11 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 24 QTRNE ACRES 0 PREV. CROP REF #19623487 BOX #4953 LAB #NW43537 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 144 lb/ac ****** ****** ****** ****** Olsen Phosphorus 28 ppm ************************ Potassium 99 ppm *************** Chloride Sulfur Boron Zinc 3.68 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.2 %********* Carbonate(CCE) 0-24" Sol. Salts 0.14 mmho/cm *** 0-6"6.6 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 12 SAMPLE ID 12 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 24 QTRNE ACRES 0 PREV. CROP REF #19623488 BOX #4953 LAB #NW43538 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 52 lb/ac ****** ****** ****** ****** Olsen Phosphorus 27 ppm ************************ Potassium 46 ppm ******* Chloride Sulfur Boron Zinc 15.36 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.4 %********* Carbonate(CCE) 0-24" Sol. Salts 0.08 mmho/cm ** 0-6"6.9 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 4 SAMPLE ID FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 13 QTRNW ACRES 0 PREV. CROP REF #19623489 BOX #4953 LAB #NW43531 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 32 lb/ac ****** ****** ****** * Olsen Phosphorus 30 ppm ************************ Potassium 78 ppm ************ Chloride Sulfur Boron Zinc 3.10 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.7 %*************** Carbonate(CCE) 0-24" Sol. Salts 0.11 mmho/cm ** 0-6"7.1 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 5 SAMPLE ID FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 12 QTRSE ACRES 0 PREV. CROP REF #19623490 BOX #4953 LAB #NW43532 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 40 lb/ac ****** ****** ****** ****** Olsen Phosphorus 10 ppm **************** Potassium 49 ppm ******* Chloride Sulfur Boron Zinc 1.30 ppm ******************** Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 4.7 %****************** Carbonate(CCE) 0-24" Sol. Salts 0.16 mmho/cm **** 0-6"7.6 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 6 SAMPLE ID FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 13 QTRNE ACRES 0 PREV. CROP REF #19623491 BOX #4953 LAB #NW43533 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 24 lb/ac ****** ****** ** Olsen Phosphorus 14 ppm ********************** Potassium 71 ppm *********** Chloride Sulfur Boron Zinc 3.18 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.9 %************ Carbonate(CCE) 0-24" Sol. Salts 0.08 mmho/cm ** 0-6"7.0 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 7 SAMPLE ID FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 13 QTRSE ACRES 0 PREV. CROP REF #19623492 BOX #4953 LAB #NW43534 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 88 lb/ac ****** ****** ****** ****** Olsen Phosphorus 29 ppm ************************ Potassium 62 ppm ********* Chloride Sulfur Boron Zinc 4.48 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.1 %************ Carbonate(CCE) 0-24" Sol. Salts 0.11 mmho/cm ** 0-6"6.7 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 1 SAMPLE ID 1 FIELD NAME COUNTY OTTERTAIL TWP 136-35 RANGE SECTION 6 QTRN ACRES 0 PREV. CROP REF #19623493 BOX #4953 LAB #NW43527 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 64 lb/ac ****** ****** ****** ****** Olsen Phosphorus 34 ppm ************************ Potassium 98 ppm *************** Chloride Sulfur Boron Zinc 3.91 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.5 %********** Carbonate(CCE) 0-24" Sol. Salts 0.11 mmho/cm ** 0-6"7.0 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 2 SAMPLE ID 2A FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 12 QTRSE ACRES 0 PREV. CROP REF #19623494 BOX #4953 LAB #NW43528 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 24 lb/ac ****** ****** ** Olsen Phosphorus 28 ppm ************************ Potassium 86 ppm ************* Chloride Sulfur Boron Zinc 3.05 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 1.9 %******* Carbonate(CCE) 0-24" Sol. Salts 0.05 mmho/cm * 0-6"6.9 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 2 SAMPLE ID 2B FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 12 QTRSE ACRES 0 PREV. CROP REF #19623495 BOX #4953 LAB #NW43529 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 28 lb/ac ****** ****** ***** Olsen Phosphorus 25 ppm ************************ Potassium 94 ppm ************** Chloride Sulfur Boron Zinc 2.73 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 1.9 %******* Carbonate(CCE) 0-24" Sol. Salts 0.07 mmho/cm ** 0-6"6.8 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 3 SAMPLE ID 3 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 12 QTRSW ACRES 0 PREV. CROP REF #19623496 BOX #4953 LAB #NW43530 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 24 lb/ac ****** ****** ** Olsen Phosphorus 35 ppm ************************ Potassium 72 ppm *********** Chloride Sulfur Boron Zinc 3.51 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.5 %********** Carbonate(CCE) 0-24" Sol. Salts 0.09 mmho/cm ** 0-6"7.7 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 17 SAMPLE ID 17 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 14 QTRNW ACRES 0 PREV. CROP REF #19750701 BOX #4953 LAB #NW43543 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 36 lb/ac ****** ****** ****** *** Olsen Phosphorus 43 ppm ************************ Potassium 94 ppm ************** Chloride Sulfur Boron Zinc 4.96 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.4 %************* Carbonate(CCE) 0-24" Sol. Salts 0.11 mmho/cm ** 0-6"7.1 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 18 SAMPLE ID 18 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 14 QTRSW ACRES 0 PREV. CROP REF #19750702 BOX #4953 LAB #NW43544 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 28 lb/ac ****** ****** ***** Olsen Phosphorus 4 ppm ****** Potassium 41 ppm ****** Chloride Sulfur Boron Zinc 0.80 ppm *************** Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 1.7 %****** Carbonate(CCE) 0-24" Sol. Salts 0.05 mmho/cm * 0-6"6.4 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 8 SAMPLE ID 8 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 13 QTRSE ACRES 0 PREV. CROP REF #19750703 BOX #4953 LAB #NW43545 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 32 lb/ac ****** ****** ****** * Olsen Phosphorus 49 ppm ************************ Potassium 62 ppm ********* Chloride Sulfur Boron Zinc 3.29 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 1.7 %****** Carbonate(CCE) 0-24" Sol. Salts 0.06 mmho/cm * 0-6"7.1 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: DUANE BURKE 63581 440TH ST WADENA, MN 56482 SOIL TEST REPORT FIELD ID 15 SAMPLE ID 15B FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 15 QTRNE ACRES 0 PREV. CROP REF #19750704 BOX #4953 LAB #NW43546 Nutrient In The Soil Interpretation VLow Low Med High 0-24" Nitrate 72 lb/ac ****** ****** ****** ****** Olsen Phosphorus 35 ppm ************************ Potassium 78 ppm ************ Chloride Sulfur Boron Zinc 2.87 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.5 %********** Carbonate(CCE) 0-24" Sol. Salts 0.1 mmho/cm ** 0-6"7.2 1st Crop Choice 2nd Crop Choice 3rd Crop Choice YIELD GOAL YIELD GOAL YIELD GOAL SUGGESTED GUIDELINES SUGGESTED GUIDELINES SUGGESTED GUIDELINES LB/ACRE APPLICATION LB/ACRE APPLICATION LB/ACRE APPLICATION N N N P O P O P O K O K O K O Cl Cl Cl S S S B B B Zn Zn Zn Fe Fe Fe Mn Mn Mn Cu Cu Cu Mg Mg Mg Lime Lime Lime Soil pH Buffer pH Cation Exchange Capacity % Base Saturation (Typical Range) % Ca % Mg % K % Na % H SUBMITTED BY: K2S ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/07/2019 Date Received 08/12/2019 Date Reported 8/19/2019 2 5 2 5 2 5 2 2 2 Mortality Management Plan MINNESOTA 1 ANIMAL MORTALITY PLAN Carcass Disposal is regulated by: Minnesota Statute 35.82; Minnesota Rules chs. 1719.0100 - 1719.4600 and the Minn. Board of Animal Health; Minn. Pollution Control Agency and Minn. Department of Natural Resources Farm Name: Burke Dairy Feedlot Registration Number: Owner: Duane & Jay Burke Operator: Duane Burke Location: Section Township County Ottertail PLANNED METHOD OF ANIMAL DISPOSAL Animal Type Bury Incinerate Render Compost Other Cattle If other, explain For each animal type, indicate dead animal handling methods to be used at your facilities. The minimum requirements for each management option are described below. Show locations of burial sites, incinerators, temporary mortality storage, and/or compost areas on your production facility maps. SPECIES LEGAL METHODS OF DISPOSAL Bury Incinerate Render Compost Exempt by Law Poultry √ √ √ √ Swine √ √ √ √ Cattle √ √ √ * Horses √ √ √ * Sheep/Goats √ √ √ √ Household Pets √ Wild Animals √ Game Farm/ Exotic Animals √ √ √ * *Call Minnesota Board of Animal Health 651/296-2942, Ext. 27 or (800) 627-3529 for additional information. Carcass must be disposed of as soon possible within 48 to 72 hours. Any vehicles or containers transporting carcasses must be: leak-proof, covered, inspected and permitted by the Minn. Board of Animal Health (except if owner is transporting his own dead animals). BURIAL Burial requires great care in site selection because decomposing carcasses release materials that can pollute ground water. This practice is most suitable for small amounts of material (e.g. less than 2000-lb./burial pit/acre). This practice is not suitable for large facilities or catastrophic losses and is difficult to implement in winter. Burial requires that the carcass be five feet above the seasonal high-water table and covered immediately with enough soil to keep scavengers out (at least three feet). Do not bury in sandy or gravelly areas. Maintain a vertical separation of 10 feet between dead animals and bedrock. Do not bury near streams, rivers, lakes, ditches etc. Do not bury in areas subject to flooding. Immediate burial is recommended. 2 COMPOSTING Composting is the process of placing carcasses in layers with a carbon source and manure to allow the natural heating process to break down the carcass. It can be practiced year-round; destroys pathogens and insect larvae; is environmentally sound and is one of the best practices to handle catastrophic losses. Composting is an "art" that must be practiced. It is best to have the same person doing the composting to ensure compost performance. The owner of the compost facility must have a written protocol for the operation containing at least the minimum steps listed below and instructing all employees to follow the protocol: • Mortalities must be processed daily; • A base of litter is required. The carcasses or discarded animal parts and litter plus bulking agent are added in layers so that the carbon to nitrogen ratio is in the range of 15:1 to 35:1 (optimal 23:1) • The carcasses or discarded animal parts must be kept six (6) inches from the edges and sealed with litter each day; • The temperature must be taken and recorded on site daily. The compost temperature must reach a minimum of 130 degrees Fahrenheit. Approximately seven (7) to ten (10) days are needed in each heat cycle to process carcasses and kill pathogens. A temperature drop indicates the time to mix and move the compost to generate a new heat cycle. A minimum of two (2) heat cycles are required. • The finished compost must not contain visible pieces of soft tissue and must be handled, stored, and used according to all other applicable rules. In addition, composting facilities must be: • Built on an impervious, weight-bearing pad that is large enough to allow equipment to maneuver • Covered with a roof to prevent excessive moisture on the composting material, but if sawdust or other water-repelling material is used as the bulking agent, a roof may not be necessary • Built of rot-resistant material that is strong enough to withstand the force exerted by equipment • Large enough to handle each day’s normal mortality through the endpoint of the composting which consists of a minimum of two (2) heat cycles. INCINERATION Incineration can be used year-round and is a good cold weather alternative. The incinerator must be capable of producing emissions not to exceed 20 percent opacity; fitted with an afterburner that maintains flue gases at 1200 degrees Fahrenheit for at least 0.3 seconds; and ash from the incinerator must be handled to prevent particulate matter from becoming airborne. Incineration can be expensive for larger carcasses. Recommendations • Place your incinerator out of sight or enclosed with a decorative screen • Consider the wind direction and time of the day, so as to least effect your neighbors Do: • Purchase MPCA-approved incinerator • Purchase unit large enough to handle each day's mortality • Properly maintain unit • Incinerate mortality daily RENDERING Rendering offers the grower the chance to create a recyclable feed product if it is submitted to the renderer with proper handling. Rendering is a year-round option but is not available in all areas or for all species. 3 Carcasses left at an off-site pickup point must be in an animal-proof enclosed area that is at least 200 yards from a neighbor's buildings. Carcasses must be picked up within 72 hours, except if the enclosed area is refrigerated to less than 45 degrees Fahrenheit, then the carcasses must be picked up within seven days Recommendations • Get on an annual contract with the renderer rather than a "per call" charge • If large enough farm, get on a scheduled weekly or twice weekly pick-up route • Use off-site pick up points for biosecurity purposes • Consider refrigerated off-site pick up points Do: • Know what substances the animals were exposed to in order to avoid residue problems in the rendered product • Be aware of potential disease spread from a rendering truck. ALTERNATIVE METHODS The Board of Animal Health may permit alternative methods of carcass disposal that are effective for the protection of public health and the control of livestock diseases. All alternative methods require a permit from the Board of Animal Health (651) 296-2942. This plan and fact sheet adapted from MPCA publication wq-f6-07 (Animal Mortality Plan). April 2008 BURKE DAIRY DESIGN FOLDER OTTERTAIL COUNTY, MN A. General Information This engineering design will focus on associated waste management systems, and runoff containment measures, nutrient management, that will allow this facility to be permitted through the Minnesota Pollution Control Agency (MPCA), Environmental Protection Agency (EPA) and any possible county and township ordinances. The information and design presented are final, but will need the approval of all governing agencies and as a result may need to be modified. These agencies may require additional measures to be included in the design to comply with their rules and regulations. The Burke Dairy is a crop raising and dairy operation located near Sebeka, Minnesota. Crops are primarily corn, corn silage and alfalfa, depending on markets. Harvested crops are marketed and used for animal feedstock. The current facility is registered. The facility plans to be permitted for 372 Animal Units. Confinement Areas & Manure Storage: • Facilities 1-8 will remain unchanged. MinnFARM calculations are included to show compliance. • Facility 9 will be eliminated and replaced with facility 10. • Facility 10 will be a new earthen LMSA. • Facility 11 & 12 will remain unchanged, wet feed is covered. The potential environmental concern and a possible violation of existing regulations, is in the absence of a manure storage structure, manure could leave the site via drainages and overland flow and enter possible “sensitive waters” and impact water quality. This project has been designed to comply with rules and regulations and address environmental concerns. Drainage: Existing drainage patterns are primarily east to west into a series of tributaries and wetlands. Soils/groundwater: Through a cursory site inspection, soil survey review, and test pits the soils appear to be suitable for the proposed construction activities. The proposed manure/wastewater storage structures will be lined with a flexible liner. A perimeter tile is planned. Test pits did some seepage near the planned pond bottoms. Soil stability is consistent and will provide adequate foundations for the proposed structures. Local Weather/climate: The local weather can vary from extremely warm dry summers to very cold winters. This area has an annual rainfall of approximately 24" and 25yr-24hr rainfall event of 4.6". Snowfall averages around 48"/year. Frost penetration for this area can be substantial varying from depths of 36" to 72". K2S Engineering Inc. 1 of 5 Burke Dairy Inc. Ypsilanti, ND DESIGN SUMMARY May 2021 Feed supply: A high quality feed supply is important for maximizing milk production, fetal development, animal health, and minimizing waste. Duane grows, stores, and feeds a majority of the “home grown” feeds with other specialties/supplement feeds purchased. Feed storage facilities will be as shown on drawings. Water supply: An existing well is planned to be used. It is strongly recommended that this well be pump tested to insure that it meets the planned watering needs. This should be done before final design and construction of the facilities to insure that there is adequate water at the site. Septic: A toilet is not planned for this renovation. Marketing: This operation will consist of mainly dairy cows and heifers. Duane will do his own marketing. Developing/renovating the facility and installing practices will improve overall efficiency and help offset costs associated with waste containment and management. B. Goals, Options, Recommendations, and Comments/Issues Project Goals: 1) To renovate the facility and associated waste management system in a manner that would be both beneficial environmentally and cost effective for the producer(s). 2) To maintain a facility that will be able to accommodate up to 372 animal units. 3) To maintain a facility that will be well received by the general public. Project Options: 1. Renovate the facility at its existing location. 2. Quit milking cows. This would be a significant loss to the producer’s main income and way of life. 3. Relocate facility to another area. Relocating is not economically feasible. Items that would need to be addressed to implement option one would be as follows: (1) manage stormwater as per regulations and guidelines, (2) be cognizant of neighboring properties and do not increase runoff to these areas or create other nuisances, (3) divert some clean water around and away from operation (-to minimize containment area/volumes), (4) lay out facility to be efficient, (5) address local zoning as required. Implementing this plan will potentially provide significant environmental benefits. When manure laden runoff enters nearby water bodies/streams/wetlands, it has the potential to degrade water quality with its excess nutrients (nitrates, phosphorous), suspended solids (eroded soil particles and manure), and pathogens (e.g. Crypto-Sporidium, Giardia, E. Coli). The system designed would eliminate the potential of these pollutants entering nearby water bodies/streams/wetlands/groundwater and sustain the water quality of the nearby water bodies/streams/wetlands. K2S Engineering Inc. 2 of 5 Burke Dairy Inc. Ypsilanti, ND DESIGN SUMMARY May 2021 Facility design and recommendations: Recommendations and design are based on past experience, literature from the NRCS Ag. Waste Field Manual, Midwest Plan Service Handbooks, several other related handbooks and literature, industry standards, regulating agencies design guidelines, and input from managers of livestock facilities. Since each site varies (as well as management styles) the individuals involved have to realize that you have to deal with what each site gives you and you cannot always apply the best/preferred practice. An appropriately designed facility and management plan should provide ample space, dry stalls, enough bunk-space for planned cattle numbers, wind protection, ample bedding and regular stall cleaning, good quality feed and supplements, ample feed, well planned & constructed fences with planned gating for smooth cattle flows, and daily cattle inspections to name a few. These aforementioned items when implemented will maximize efficiencies, promote high cattle performance/milk production and maximize profits. Water Supply System: It is important to have ample quantity, good access, ample space, and good quality water to maximize cattle performance, milk production, and promote good herd health. The well(s) and/or rural water will need to be designed to provide water for planned watering demands. It is recommended that a 2" pipeline is connected into the supply line (or new well) and then trenched to the tank locations shown on drawings. Larger pipelines are recommended since they have higher flow rates than smaller pipelines and create fewer issues (flows) when tying into the line for additional future waterers. Since the majority of the cost is involved in trenching, using a larger pipe vs. a smaller pipe is relatively inexpensive. Pertinent data for 160 lactating cows and 194 other is listed below: Supply Location: storage tank Materials: pump, fittings for waterers, pressure tanks, valves, fittings, gauges, water meter, and other necessary equipment and tools. Estimated Daily Water Use for,: 160 x 40 gpd/hd = ~6,400 gallons; 194 x 10 gpd/hd = ~1,940 gallons; Estimated demand for all head; 8,340 gallons over an 8 hr window = ~18 gpm Does not include incidental water. -with headloss’s the system will need more than 18 gpm output; This is a recommendation -if a higher output is preferred by manager then design accordingly. Plumbing and new wells shall be in accordance with State Well Code and rural water authority. Large stock-water tanks or additional waterers within buildings are recommended if well output/flow is low. In conclusion the wells should be pump tested and a rural water daily allotment should be secured to insure that the water system meets the planned needs, then designed accordingly. K2S Engineering Inc. 3 of 5 Burke Dairy Inc. Ypsilanti, ND DESIGN SUMMARY May 2021 Electrical Power Demands: Additional power demands will be mainly for waterers, building lighting, pump systems, ventilation and light poles. Number, sizes and location of lights, waterers and other planned electrical devices needs to be determined, so that a licensed electrician can properly size wires and make necessary modifications to the existing electrical system to insure that conforms to all electrical codes. Concrete waterer pads (and any pads with an electrical device) need to be grounded as shown in drawings to control “stray” voltage. Stormwater Management and associated practices: Stormwater management rules and regulations generally require that soil erosion is controlled to acceptable limits, polluted water is contained and treated, ditches, pipes, and other structures are designed to handle certain type of storm event. The rules and regulations also have set standards for types of practices (e.g. minimum top width of a dike). Many of the practices shown in the plans and specifications reflect these standards and design criteria set by regulating agencies. Heavy use roads and pads : The concrete design has been derived from different experiences and design information, primarily American Concrete Institute (ACI) and Portland Cement Assc. (PCA) and older SCS details and literature. Heavy use roads and pads are recommended, since they will improve the efficiency of the system. Heavy use protection can be costly and is usually not required for permit certification, therefor the owner should research his alternatives and discuss them with the engineer. We typically require 9" of gravel underlain with a woven geotextile which helps keep fine material from migrating upward into gravel and also helps distribute the wheel load over a greater surface area. Maintenance of gravel roads is necessary (i.e. grading and maintaining design thickness), and the idea of the geotextile is to minimize this maintenance. Fencing: Four strand barbed wire is specified but most producers put up sucker rod, panels or guard rail with railroad ties or drill stem at 10' CC, which exceeds the barbed wire specification. Fencing around the ponds is required (liability- helps keep kids, young livestock out). Critical Area Seeding: Seeding, fertilizing and mulching is required to conform with storm water pollution prevention plans (SWPPP). Mulching provides a cover that reduces erosion and helps with seed germination. MPCA rules and regulations require this seeding with mulching, or that an erosion control type blanket is used and done so in a timely matter, therefore the plans and specifications reflect this. Nutrient Management Plan: The Nutrient Management Plan (NMP, MMP or CNMP) is included. Feed Management Plan: No recommendations on feed management are made for the following reasons: 1. Soil phosphorous levels are not high on nearby fields, and there are ample acres to apply manure. 2. The amount of feedstock (containing phosphorus) imported on to this farm/system is low. Mortality Management Plan: Mortality management plan makes recommendations on the locations, timing, rates and methods of disposing of dead animals. This is included in the CNMP. K2S Engineering Inc. 4 of 5 Burke Dairy Inc. Ypsilanti, ND DESIGN SUMMARY May 2021 Plans and Specifications Plans and specifications are written to conform with rules of the regulating agencies and/or the standards set by cost-share agencies as well as conforming with local zoning ordinances. Deviating from the plans and specification without written approval of the engineer, and regulating agencies and sponsors will have the following effects; 1) the engineer will not be able to certify the project as completed as per plans and specifications, 2) certification is required for permit approval and cost-share approval. Therefore, it is imperative that the owner/project manager read the plans and specifications prior to final design approval and have questions addressed prior to approval. C. Design and Construction stages Design Stages (brief summary) 1. Initial Site Visit -meeting with owner, farm inventory 2. Topographic Survey and geological investigations 3. Preliminary design -that would be this packet. 4. Meeting review preliminary design w/ owner/manager 5. Final Design -revised preliminary design, owner approval, permitting agency submittal and approval 6. Final design revisions -if needed 7. Construction management -staking, field inspections, quality assurance inspection, material testing to insure standards are met. 8. Final Approval -after construction is complete the engineer inspects the system, performs an as-built survey and composes a report for certification. This report is submitted to governing agencies as required. Construction stages This project is not part of a future expansion or phase, therefor one construction stage is assumed for this project. The project manager or owner will likely coordinate the bid solicitations and construction activities in accordance with the plans and specifications. The project manager can also employ an entity to manage the project for him/her. K2S Engineering Inc. 5 of 5 Burke Dairy Inc. Ypsilanti, ND DESIGN SUMMARY May 2021 Page 1 of 2 MODEL INPUTS Farm Name Compliance = YES Address or other information INDEX = 3 Evaluation Date 8/6/19 Phone 3/4/2009 County Evaluator Are animal numbers the same all year? Average Annual Numbers Feedlot area 11000 % snow removed lot=0 % paved 100 %% snow removed A2=0 Scrape lot every 60 days Scrape lot every Scrape lot every 0 Scrape lot every 0 Slope 0.5 %AUD=480 AUD=480 AUD=480 AUD=480 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds 40 1400 16 100 700 16 10 300 16 Sub-lot 2 April-May or Annual Sub-lot 2 June - August Sub-lot 2 Sept - Oct Sub-lot 2 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot Sub-lot 3 April-May or Annual Sub-lot 3 June - August Sub-lot 3 Sept - Oct Sub-lot 3 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot Sub-lot 4 April-May or Annual Sub-lot 4 June - August Sub-lot 4 Sept - Oct Sub-lot 4 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot AREA 2 INFORMATION Roof area Hydro Area Units Your Soils Group Tributary A Tributary B Compliance = YES Tributary C INDEX = 3 Tributary D Tributary E Tributary F BUFFER INFORMATION Hydro Length Width Slope Cover Type or Rotation Your Soils Group Buffer A 460 200 feet 1.0 % Buffer B feet % Buffer C feet % Buffer D feet % MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Ottertail MN Burke Dairy-Existing north lots skk Clear Farm Info Page 2 of 2 AREA 3 INFORMATION (NOT INCLUDING BUFFER AREA) Hydro Area Units Your Soils Group Adjacent A Adjacent B Estimated max Area 3 Adjacent C 8.45 acres Adjacent D Adjacent E Compliance = YES Adjacent F INDEX = 3 RECEIVING WATER INFORMATION Is this feedlot in a TMDL Area?If yes, what for? (fecal, TSS, P,etc.) Is the feedlot in a Riparian Area?If yes, what type? What is the End of Treatment (EoT)? What is the Water of Concern (WoC)?Name of waterbody 2500.0 Other Comments? MODEL RESULTS FOR:Burke Dairy-Existing north lots 8/6/19 3/4/2009 Site Summary Site Evaluation Results Total Feedlot Area =0.25 acres Roof Area =0.00 acres Does Evaluation Indicate Total Area 2 =0.00 acres Regulatory Compliance?YES Total Buffer Area =2.11 acres Total Area 3 =0.00 acres Prioritization INDEX =3 Ratio of Buffer to Feedlot Area (includes Area 2)=8.36 Receiving Water Summary The Feedlot is NOT in a TMDL area The Feedlot is NOT in a Riparian Area as defined by BWSR The End of Treatment is a Water of Concern The Water of Concern is a Stream/River no Lake The name of the WoC is Hay Creek The distance from the EoT to the WoC is 0 ft Seasonal Runoff Summary Average Seasonal and Annual Runoff Volume Location (units)Spring Summer Fall Winter Annual Feedlot Edge (acre-in)0.21 0.74 0.21 0.14 1.30 Buffer Edge (acre-in)0.22 0.18 0.09 0.48 0.97 Average Annual Loading from Feedlot Compliance Parameter (units)Spring Summer Fall Winter Annual Indicator COD (lbs)22 26 11 35 95 Phosphorus (lbs)0 1 0 1 2 5.0 Nitrogen (lbs)1 1 1 2 5 Fecal Coliform (cfu)4.0E+11 4.5E+10 1.1E+11 6.7E+11 1.2E+12 BOD 5 (lbs)5 6 2 8 21 125.0 <=Using BOD Based limit Comments MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Hay Creek Page 1 of 2 MODEL INPUTS Farm Name Compliance = YES Address or other information INDEX = 1 Evaluation Date 8/6/19 Phone 3/4/2009 County Evaluator Are animal numbers the same all year? Sub-lot 1 April-May Sub-lot 1 June-Aug.Sub-lot 1 Sept-Oct Sub-lot 1 Nov-Mar Feedlot area 7300 % snow removed lot=0 % paved 40 %% snow removed A2=0 Scrape lot every 60 days Scrape lot every Scrape lot every 0 Scrape lot every 0 Slope 1.0 %AUD=0 AUD=118 AUD=118 AUD=118 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds 20 700 24 20 700 24 20 700 24 Sub-lot 2 April-May or Annual Sub-lot 2 June - August Sub-lot 2 Sept - Oct Sub-lot 2 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot Sub-lot 3 April-May or Annual Sub-lot 3 June - August Sub-lot 3 Sept - Oct Sub-lot 3 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot Sub-lot 4 April-May or Annual Sub-lot 4 June - August Sub-lot 4 Sept - Oct Sub-lot 4 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot AREA 2 INFORMATION Roof area Hydro Area Units Your Soils Group Tributary A Tributary B Compliance = YES Tributary C INDEX = 1 Tributary D Tributary E Tributary F BUFFER INFORMATION Hydro Length Width Slope Cover Type or Rotation Your Soils Group Buffer A 150 100 feet 1.0 % Buffer B feet % Buffer C feet % Buffer D feet % MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Ottertail MN Burke Dairy-Existing SE lot skk Clear Farm Info Page 2 of 2 AREA 3 INFORMATION (NOT INCLUDING BUFFER AREA) Hydro Area Units Your Soils Group Adjacent A Adjacent B Estimated max Area 3 Adjacent C 2.75 acres Adjacent D Adjacent E Compliance = YES Adjacent F INDEX = 1 RECEIVING WATER INFORMATION Is this feedlot in a TMDL Area?If yes, what for? (fecal, TSS, P,etc.) Is the feedlot in a Riparian Area?If yes, what type? What is the End of Treatment (EoT)? What is the Water of Concern (WoC)?Name of waterbody 2000.0 Other Comments? MODEL RESULTS FOR:Burke Dairy-Existing SE lot 8/6/19 3/4/2009 Site Summary Site Evaluation Results Total Feedlot Area =0.17 acres Roof Area =0.00 acres Does Evaluation Indicate Total Area 2 =0.00 acres Regulatory Compliance?YES Total Buffer Area =0.34 acres Total Area 3 =0.00 acres Prioritization INDEX =1 Ratio of Buffer to Feedlot Area (includes Area 2)=2.05 Receiving Water Summary The Feedlot is NOT in a TMDL area The Feedlot is NOT in a Riparian Area as defined by BWSR The End of Treatment is a Water of Concern The Water of Concern is a Stream/River no Lake The name of the WoC is Blue Creek The distance from the EoT to the WoC is 0 ft Seasonal Runoff Summary Average Seasonal and Annual Runoff Volume Location (units)Spring Summer Fall Winter Annual Feedlot Edge (acre-in)0.11 0.00 0.11 0.07 0.29 Buffer Edge (acre-in)0.06 0.02 0.03 0.11 0.21 Average Annual Loading from Feedlot Compliance Parameter (units)Spring Summer Fall Winter Annual Indicator COD (lbs)17 0 10 26 53 Phosphorus (lbs)0 0 0 0 1 2.3 Nitrogen (lbs)1 0 1 1 3 Fecal Coliform (cfu)2.7E+12 0.0E+00 1.5E+12 4.0E+12 8.1E+12 BOD 5 (lbs)4 0 2 6 12 58.4 <=Using BOD Based limit Comments MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Blue Creek Page 1 of 2 MODEL INPUTS Farm Name Compliance = NO Address or other information INDEX = 12 Evaluation Date 8/6/19 Phone 3/4/2009 County Evaluator Are animal numbers the same all year? Average Annual Numbers Feedlot area 2.7 % snow removed lot=0 % paved 10 %% snow removed A2=0 Scrape lot every 180 days Scrape lot every Scrape lot every 0 Scrape lot every 0 Slope 1.0 %AUD=40 AUD=40 AUD=40 AUD=40 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds 130 700 20 Sub-lot 2 April-May or Annual Sub-lot 2 June - August Sub-lot 2 Sept - Oct Sub-lot 2 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot Sub-lot 3 April-May or Annual Sub-lot 3 June - August Sub-lot 3 Sept - Oct Sub-lot 3 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot Sub-lot 4 April-May or Annual Sub-lot 4 June - August Sub-lot 4 Sept - Oct Sub-lot 4 Nov - Mar Feedlot area % paved % Scrape lot every days Scrape lot every Scrape lot every Scrape lot every Slope %AUD=0 AUD=0 AUD=0 AUD=0 Average Average Average Average Average Average Average Average Number weight hours/day Number weight hours/day Number weight hours/day Number weight hours/day Type of Animal Animals pounds on lot Animals pounds on lot Animals pounds on lot Animals pounds on lot AREA 2 INFORMATION Roof area Hydro Area Units Your Soils Group Tributary A Tributary B Compliance = NO Tributary C INDEX = 12 Tributary D Tributary E Tributary F BUFFER INFORMATION Hydro Length Width Slope Cover Type or Rotation Your Soils Group Buffer A 240 440 feet 1.0 % Buffer B feet % Buffer C feet % Buffer D feet % MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Ottertail MN Burke Dairy-Existing SW lot skk Clear Farm Info Page 2 of 2 AREA 3 INFORMATION (NOT INCLUDING BUFFER AREA) Hydro Area Units Your Soils Group Adjacent A Adjacent B Estimated max Area 3 Adjacent C 4.41 acres Adjacent D Adjacent E Compliance = NO Adjacent F INDEX = 12 RECEIVING WATER INFORMATION Is this feedlot in a TMDL Area?If yes, what for? (fecal, TSS, P,etc.) Is the feedlot in a Riparian Area?If yes, what type? What is the End of Treatment (EoT)? What is the Water of Concern (WoC)?Name of waterbody 1500.0 Other Comments? MODEL RESULTS FOR:Burke Dairy-Existing SW lot 8/6/19 3/4/2009 Site Summary Site Evaluation Results Total Feedlot Area =2.70 acres Roof Area =0.00 acres Does Evaluation Indicate Total Area 2 =0.00 acres Regulatory Compliance?NO Total Buffer Area =2.42 acres Total Area 3 =0.00 acres Prioritization INDEX =12 Ratio of Buffer to Feedlot Area (includes Area 2)=0.90 Receiving Water Summary The Feedlot is NOT in a TMDL area The Feedlot is NOT in a Riparian Area as defined by BWSR The End of Treatment is a Water of Concern The Water of Concern is a Stream/River no Lake The name of the WoC is Blue Creek The distance from the EoT to the WoC is 0 ft Seasonal Runoff Summary Average Seasonal and Annual Runoff Volume Location (units)Spring Summer Fall Winter Annual Feedlot Edge (acre-in)1.52 5.78 1.56 1.07 9.93 Buffer Edge (acre-in)0.68 0.94 0.37 1.12 3.11 Average Annual Loading from Feedlot Compliance Parameter (units)Spring Summer Fall Winter Annual Indicator COD (lbs)110 180 66 151 507 Phosphorus (lbs)2 2 1 2 7 4.2 Nitrogen (lbs)6 9 3 8 26 Fecal Coliform (cfu)9.5E+12 1.5E+13 5.6E+12 1.3E+13 4.4E+13 BOD 5 (lbs)24 40 15 33 113 104.6 <=Using BOD Based limit Comments MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Blue Creek LMSA Checklist Page 1 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 APPENDIX D Liquid Manure Storage Area (LMSA) Review Checklist Permittee/Site: Engineer: County: Section: ¼ Section: TOTAL site AU: Twp: ~372 Reviewer Name: Date Reviewed: This checklist can be used to review all types of LMSA liners. The checklist is broken up into sections based on the type of liner material. There are also sections that are applicable to all LMSAs and liners. The following three questions will help you determine if the LMSA is in a karst susceptible area, if the LMSA is subject to locational restrictions, or if the LMSA is a limited risk LMSA as these will impact what sections of the checklist are applicable. Please begin using this checklist by answering the following three questions. Question 1 - Applicability of Minn. R. 7020.2100 subp 2. A and B (Karst Susceptible Area) If you answered yes to EITHER of the items in Question 1, then the facility is considered to be in a karst susceptible area. The locational restrictions of Minn. R. 7020.2100 subp 2. A and B apply to the LMSA construction unless the LMSA also qualifies for either of the exemptions outlined in Question 2 or 3 below. For easy identification, any checklist component that is only applicable to karst susceptible areas is highlighted in blue. If the facility is not located in a karst susceptible area, you do not need to answer the questions highlighted in blue. Question 2 - Applicability of Minn. R. 7020.2100 subp 2. C (Locational Restriction Exemption) If you answered yes to ALL of the items in Question 2, then the LMSA qualifies for the locational restriction exemption of Minn. R. 7020.2100 subp. 2 C. The review of this LMSA does not need to complete Section 1 of this checklist. Be aware that even though the LMSA is exempt from the well isolation distances of Minn. R. 7020.2005 this does not exempt the LMSA from the requirements of Minn. R. 4725.4450; therefore an isolation distance is still required for water supply wells. The following chart identifies the required isolation distances of Minn. R. 4725.4450. Note: Minn. R. 4725.4450, subp.2 requires the distance to double when the well is considered sensitive which is defined as a water-supply well with less than 50 ft. of watertight casing where the casing does not penetrate a confining layer or multiple layers of confining materials with an aggregate thickness of 10 ft. or more. a)Is any part of the facility located within ½ mile of an area where the depth to carbonate bedrock is less than 50 ft. and the uppermost bedrock is carbonate materials or other geologic conditions where soil collapse or sinkhole formation occurs including the New Richmond Sandstone and basal St. Peter Sandstone? YES NO b)Do karst features exist within 1,000 ft. of the facility (sinkholes, blind valleys, mapped caves, springs, or karst windows) and are geologic conditions near the karst features similar to those of the proposed site? YES NO a)Is the facility an existing feedlot?YES NO b)Is construction of a LMSA proposed to correct a pollution hazard?YES NO c)Will the facility have a capacity of less than 300 AU after any proposed expansion?YES NO Type of LMSA or LMSA Liner Isolation Distance Unpermitted/Non-certified (any liner type) 300 ft. Earthen Liner 150 ft. Concrete, Synthetic, or Composite Liner 100ft. Burke Dairy Inc Shane Kjellberg P.E. Ottertail Blowers > 300' 12 eliminate open lots Page 2 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Question 3 - Applicability of Minn. R. 7020.2100 subp 1. D and E (Limited Risk LMSA Exemption) If you answered yes to EITHER of the items in Question 3, then the LMSA is considered a limited risk LMSA. A limited risk LMSA is not subject to the location restrictions of Minn. Rule ch. 7020 (Section 1 of the checklist) but is still required to meet the well isolation distances of Minn. R. 4725.4450 (see chart in Question 2). The following checklist will outline the requirements for plans and specifications for limited risk LMSAs. a)Is the LMSA constructed entirely of concrete and either YES NO i.Volume less than 5,000 gal. or ii.Volume less than 20,000 gal. and a separation of 5 ft. to karst susceptible bedrock. b)Is the LMSA designed, operated, and maintained as a solids settling area included as part of a NRCS level 4 or 5 vegetative treatment system where both i and ii are true. YES NO i.The manure contaminated runoff is removed in 24 hours and ii.The floor of the LMSA is either: a.Concrete, or ; b.At least 1 ft. of cohesive soil separated from Karst susceptible bedrock by at least 2 ft. of soils that are not coarser than a sandy loam. Limited Risk LMSAs – A LMSA is a limited risk LMSA if you answered “YES” to EITHER a) or b) above. L-1) Is there an O&M plan that includes the following? YES NO Routine inspections, repair methods and recordkeeping to document repairs Operational practices and methods used to monitor the liquid level in the LMSA Routine inspections of perimeter tile line outlets and inspection manholes Stop here if you answered “YES” to b) above as this is the only applicable requirement. If you answered “YES” to a) the plans and specs must also include items L-2) to L-10). N/A L-2) All penetrations identified with info on purpose, dimensions, and methods for sealing? YES NO N/A L-3) If a precast tank is proposed does it meet the following? YES NO N/A In lieu of requirements L-4) – L-9) below, the manufacturer must certify that it meets the requirements of Minn. R. ch. 7080 for use as sewage tank. The manufacturer must indicate the maximum depth for tank installation L-4) Plans for and location of water stops or joint sealant materials and keyways or reinforcement at all construction joints? YES NO L-5) Plans for sealing of all cracks which may extend through concrete liner with appropriate materials? (epoxy injection; routing and joint sealant; stitching) YES NO L-6) Floor is at least 5 in. thick and have one of the following: YES NO Fiber reinforcing and specifications on type of fibers and the dosage rate? OR Steel reinforcing based on subgrade drag theory? (Slabs on Grade, ACI-360) L-7) Adequate footings for walls and columns? YES NO 8 in. min. with rebar reinforcement 10 in. min. with rebar reinforcement if footing not poured continuous with floor L-8) Minimum compressive strength of concrete mix? (typically 3,500 or 4,000) YES NO L-9) Provisions for supporting reinforcing steel by appropriate chairs or concrete blocks. YES NO L-10) If the soil survey indicates a seasonal water table above the proposed LMSA floor elevation, is there a plan for a perimeter tile that meets the following? YES NO N/A Tile located at least 1 ft. outside the LMSA footing (no more than 7 ft.) Tile installation depth at least as deep as the bottom of the LMSA floor A separate drain tile system for each LMSA with access point for sample collection Access for collection of tile-water samples for each drain tile system Stop here if the LMSA is a limited risk LMSA – no other sections need to be completed. Page 3 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Provided the LMSA which you are evaluating does not qualify for the limited risk LMSA exemption (Question 3) you should use the following portions of this review checklist to evaluate the LMSA. The checklist is broken into sections based upon the type of LMSA liner. To conduction a complete review of LMSA plans and specs, you should use the checklist as follows: •Except for those LMSAs that qualify for the exemption outlined in Question 2 (locational restriction exemption), every LMSA plan review must complete Section 1 of the checklist. •Every LMSA plan review must complete Section 2 of the Checklist. •Based upon the liner type of the LMSA under review, the appropriate section of the checklist, that matches the type of liner within the LMSA, should then be completed. For Example: A review of an earthen lined LMSA would need to complete Section 1, Section 2, and Section 4 of the checklist. The remainder of the checklist is not applicable. Section 1. Locational Restrictions (ALL LMSAs, except those that answered “YES” to Question 2) Are the following shoreland restrictions met? YES NO If there are no existing animal housing or manure storage areas at the proposed facility, no construction is allowed. If site has 1,000 AU or more after construction, a LMSA cannot be constructed within the shoreland area. A LMSA can be constructed outside of the shoreland . Are the following floodplain restrictions met? YES NO LMSA construction or expansion is prohibited when any part of the facility is within a floodplain. Are the following Karst restrictions met? YES NO LMSA construction or expansion is prohibited within 300 ft. of a sinkhole. The volume of a LMSA is limited to 250,000 gal. when 4 or more sinkholes exist within 1,000 ft. of the proposed LMSA location. Are the following private well restrictions met? YES NO Concrete, synthetic, or composite lined LMSA construction or expansion is prohibited within 100’ of a well. Earthen lined LMSA construction or expansion is prohibited within 150 ft. of a well. Existing well solid casing >100'', w/ CL confining layers Concrete, synthetic, or composite lined LMSA construction or expansion is prohibited within 200 ft. of the well. Earthen lined LMSA construction or expansion is prohibited within 300 ft. of the well. Are the following public well restrictions met? YES NO Construction or expansion of a LMSA is prohibited within 1,000 ft. of a community well or other wells serving a public or private school or licensed child care center, unless ALL of the following are met: MDH has approved a drinking water supply management area for the well The LMSA is not within the drinking water supply management area The LMSA is not within 200 ft. of the well. The well is not considered vulnerable (Minn. R. 4720.5550, subp. 2) > 300'. Page 4 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Section 2. Requirements for all types of liners (this section is required for all types of LMSAs) P.E. licensed in MN or NRCS staff with approval authority signature on plans? (Not required if constructed entirely of concrete and volume less than 20,000 gal) YES NO N/A Information to indicate that the plans and specifications are for the site whose permit application is under review? YES NO Owner Name, Address, County, Township, Section, ¼ Section Plan for a preconstruction conference which includes the design engineer, inspector, owner and contractor(s)? YES NO If the facility is in a karst susceptible area, has a karst feature survey been completed? The survey must comply with and be documented on the forms provided as Appendix C to the LMSA handbook. YES NO N/A If the LMSA is located within a MDH approved drinking water supply management area (DWSMA), has the following information been included with the plans? YES NO N/A Location of feedlot, manure storage areas, and land app. sites on map of DWSMA Copy of the vulnerability assessment of the DWSMA Description of vulnerability for manure storage and land app. from assessment Copy of all parts of DWSMA plan pertaining to feedlots Is the approximate depth to regional water table estimated? YES NO All LMSAs must have a soils investigation that includes items 2.7.1 to 2.7.11 YES NO YES NO A. Borings may be located outside of LMSA footprint (no farther than 25 ft.) if there is concern of soil support for the LMSA due to borings within the footprint. YES NO YES NO A. In Non-Karst susceptible areas, at least half of the required minimum number of borings must advance to 5 ft. below the bottom of the LMSA; remaining borings must advance to the bottom of the LMSA liner. B. In Karst susceptible areas, ALL the required minimum number of borings must advance to a identified depth in the chart below, based on animal units and liner types, or until bedrock is encountered. c Total AU at facility contributing to liquid storage Non- concrete (earthen, GCL, etc.) Concrete Liner Synthetic Liner underlain by 2 ft. of cohesive soil. Concrete Liner underlain by 2 ft. of cohesive soil, Synthetic Liner underlain by 3 ft. of cohesive soil, or above ground storage system. less than 300 AU 20 ft. 10 ft. 10 ft. 10 ft. 300 – 999 AU 30 ft. 10 ft. 10 ft. 10 ft. 1,000 or more AU 40 ft. 15 ft. 15 ft. 10 ft. c if bedrock is encountered then an interpretation of type of bedrock must be included YES NO YES NO see plan set see plan set yes along with stakeout >50',refer to well log, design folder sheet 3 of drawings Shane Kjellberg MN PE# 43321 see construction mngt plan, bid section plan set cover sheet sheet 3 of drawings Page 5 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 YES NO A. Soil texture (ex: loam, sand) and soil color based upon USDA soil survey manual (EX: “brown (10YR 5/3),dry and smoothed”) OR B. Unified Soils Classification System (USCS) (ex: SM, OL, CL) YES NO YES NO YES NO A. Are soil profiles somewhat similar in soil types, water elevations, and bedrock? YES NO 2.8. If the soils investigation indicates a seasonal water table above the proposed LMSA floor elevation, is there a plan for a perimeter tile that meets the following? N/A Note: a drainage system incorporated into the forms is allowed (i.e. form-a-drain) YES NO N/A YES NO N/A A. Directly below the top of the berm wall OR B. No closer than directly below ⅔ down the length of the interior slope and the tile outlet is a surface outlet (no direct connection to tile system or water body) YES NO YES NO YES NO In a Karst susceptible area, does the LMSA comply with the bedrock separation distance in the table below? Note: separation distance is measured from the top of the floor of the LMSA to the start of the bedrock. YES NO N/A Total AU at facility contributing to liquid storage Non- concrete (earthen, GCL, etc.) Concrete Liner Synthetic Liner underlain by 2 ft. of cohesive soil. Concrete Liner underlain by 2 ft. of cohesive soil, Synthetic Liner underlain by 3 ft. of cohesive soil, or above ground storage system. less than 300 AU 20 ft. 5 ft. 5 ft. 5 ft. 300 – 999 AU 30 ft. 10 ft. 10 ft. 5 ft. 1,000 or more AU 40 ft. 15 ft. 15 ft. 10 ft. In a Karst susceptible area, is bedrock removal in order to comply with the applicable separation distances planned? If “YES” the plan must be approved by the MPCA. YES NO N/A Plans estimate storage capacity volume and length of time before LMSA will reach full capacity. YES NO If site is 1,000 AU or more, then the liquid manure storage capacity at the facility, when all LMSAs are added together, provides a total of at least 9 months of storage. The total liquid storage capacity of the facility, including the proposed LMSA and any animal unit increase, does not exceed 14 months. Does the LMSA have adequate freeboard? All LMSAs (including below barn LMSAs) must have at least 1 ft. of freeboard If the LMSA stores animal manure and runoff, the freeboard must be increased beyond 1 ft. if necessary to contain the volume generated by the 25 year/24 hour rainfall event. design summary seepage observed, perimeter tile is planned the LMSA's will be independent pump sump <1,000 AU's, but > 270 days of storage, but possibly up to 14 months depending on use and water spillage YES NO 1' designed Page 6 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 All penetrations identified w/info on purpose, dimensions, and methods for sealing? Only penetrations for manure transfer systems are allowed (no water lines, etc.). Extra attention should be given to pipe penetrations through synthetic liners as they are typically an area where leaks develop. The LMSA handbook provides example drawings. YES NO N/A YES NO Routine inspections, repair methods and recordkeeping to document repairs Methods used to monitor the liquid level in the LMSA and identify freeboard Routine inspections of perimeter tile line outlets and inspection manholes General description of design and operational assumptions Provisions to protect the liner during manure removal activities Section 3. Additional Requirements for Concrete Liners N/A If a LMSA is proposed to be constructed of Pre-Cast Panels (i.e. Weiser tank), does the plan meet the following: YES NO N/A The floor of the LMSA must meet all of the requirements below (3.2 to 3.8) The floor must have a keyway in which the wall panels sit (not secured on top of a flat slab). This joint must utilize water stop or joint sealant materials. The wall panels must be certified by the manufacturer as appropriate for the use in the LMSA construction. (no need to evaluate the panels with the checklist) The wall panels must utilize water stop or joint sealant materials at all joints between precast panels. YES NO Construction Joint = The junction of two successive placements of concrete with a keyway or reinforcement across the joint. Plans for sealing of all cracks which may extend through concrete liner with appropriate materials? (epoxy injection; routing and joint sealant; stitching, etc.)YES NO Floor is at least 5 in. thick and have one of the following: YES NO Fiber reinforcing and specifications on type of fibers and the dosage rate? OR Steel reinforcing based on subgrade drag theory? (Slabs on Grade, ACI-360) 1. Adequate footings for walls and columns? YES NO 8 in. min. with rebar reinforcement 10 in. min. with rebar reinforcement if footing not poured continuous with floor 1.Provisions for supporting reinforcing steel in intended location by appropriate chairs or concrete blocks. Minimum compressive strength of concrete mix? (typically 3,500 or 4,000) YES NO Do the plans contain a Quality Assurance/Quality Control (QA/QC) plan that includes the following elements? YES NO A. ACI concrete 1 Field Test Certified, B. A MN P.E. or person working under direct supervision of a P.E., or C. A NRCS approved person O & M plan for LMSA that includes the following items? Plans for and location of water stops or joint sealant materials and keyways or reinforcement at all construction joints? Provisions for supporting reinforcing steel in intended location by appropriate chairs or concrete blocks. refer to O & M plan in plan set Page 7 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 YES NO A. ACI 318-02 field testing methodology B. ACI 301-99 field testing methodology C. ASTM C-94 D. List of separate tests that includes all of the following: ASTM C-172 = concrete sampling ASTM C-31 & C-39 = Compressive Strength (min. @ 150 cy or different mix) ASTM C-138 or C-173 or C-231 = Air Content (note: only recommended) Slump: (a) ASTM C-143 OR (b) if plasticizer in concrete indicate dosage ASTM C-1064 = Temperature YES NO YES NO Specifications for liner protection during and after construction? Does it include protection from: YES NO A. How to keep moist options: (a) spray or pond; (b) cover plastic or burlap; (c) curing compound; (d) steam YES NO A. After construction – maintain water level, heat, etc. B. In the event of non-use will protection from concrete freeze-thaw be needed? YES NO A. Hot: ACI 305R “Hot Weather Concreting” or detailed instructions B. Cold: ACI 306.1 “Standard Specification for Cold Weather Concreting” or detailed instructions Section 4. Additional Requirements for Earthen Liners Note: Earthen liners that serve as a secondary liner as part of a dual or composite liner system are addressed separately in Section 8. A summary of required testing is included as Appendix A to the LMSA handbook. N/A Has the source of the liner soils been adequately identified (on-site or borrow site)? YES NO For borrow sites a map of the location and an estimation of the volume of soils available must be included. Do the results of the following required tests performed on the liner material comply with the minimums stated? (tests are required with all earthen liner proposals) YES NO Atterberg Limits – Soil Plasticity Index (values of 11-30) Particle Size – Sieve Analysis (greater than 20% passing #200 and less than 20% retained on #4) Standard Proctor - Optimal Moisture Content and Density (no minimum values) If an in-place earthen liner is proposed, do the facility, structure, and natural soils meet ALL the criteria contained in the LMSA handbook (also Appendix A) for in-place liners? (i.e. less than 300 AU, correcting a pollution hazard, no more than 750,000 gal, etc.) YES NO N/A If “YES” the liner is not required to be evaluated according to the remaining portions of Section 4 of this checklist applicable to earthen liners. Page 8 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Does the plan identify the minimum liner thickness? Minimum liner thickness is 2 ft., however when placed over sand and gravel deposits the liner must be increased to 2.5 ft. YES NO Is there an analysis of the seepage from the basin demonstrating that the basin will meet the seepage standard of 1/56 inch/day (approx. 500 gal/acre/day)? A basin seepage and volume calculator is available at: http://www.pca.state.mn.us/index.php/view-document.html?gid=15889 YES NO For seepage calculations that assume a soil permeability of less than 1 x 10-7 cm/sec, do the plans contain results of pre-construction permeability testing? YES NO N/A Permeability tests are required in the following situations: 1.Liner thickness of 2 ft. and LMSA depth minus freeboard greater than 8.5 ft. 2.Liner thickness of 2.5 ft. and LMSA depth minus freeboard greater than 10.5 ft. 3.Liner thickness of 3 ft. and LMSA depth minus freeboard greater than 12.5 ft. Frequency of 1 test per 4 ac. of basin area with a minimum of 2 tests If equipment access is needed (i.e. manure removal activities), are concrete ramps at least 16 ft. wide planned? (ramps less than 16 ft. wide are allowed if a concrete curb at least 6 in. high is planned) YES NO N/A Where agitation is planned within the LMSA, is a concrete agitation pad that meets one of the following included? YES NO N/A minimum dimensions of 20 ft. by 20 ft. and designed as a sump minimum dimensions of 20 ft. by 20 ft. and at least a 6 in. curb at the rear of the pad minimum dimension of 20 ft. by 30 ft. (30 ft. out from the toe of the slope) YES NO N/A Do the plans specify the maximum thickness of soil lifts prior to compaction? Lift thickness cannot more than 3 in. greater than the tamping roller feet with a maximum thickness of 9 in. YES NO Is construction of the liner planned between October 15 and April 15? If “YES” approval from the MPCA feedlot engineers is required. YES NO N/A Do the plans contain a Quality Assurance/Quality Control (QA/QC) plan that includes: YES NO A. A MN P.E. or person working under direct supervision of P.E., or B. A NRCS approved person YES NO A. Moisture (min of 4/acre/ft. of liner) according to one of the following: ASTM D6938, D2216, D4643, D4959, or D4944 OR Method specification (i.e. Soil ribbon) B. Density/Compaction (min of 4/acre/ft. of liner) according to: ASTM D6938, D2167, D5080, D2937, or D1556 (method specification can be used if pre-approved by the MPCA) YES NO N/A A. Minimum of 1 test per 2 ac. of basin area, with at least 1 test in the floor and 1 in the sidewall (ASTM D5084 or D5856) Specifications for liner protection during and after construction that include: YES NO Drying and cracking during and after liner construction Freezing and thawing Are protective measures for the liner planned where manure enters the LMSA? (i.e., splash pads, runoff chutes, etc.) Page 9 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Section 5. Additional Requirements for Synthetic (Plastic) Liners Plastic refers to all petroleum based products. Specific requirements based on the type of material will be specifically noted. N/A Does the plan identify what type of material will be used? (HDPE, LLDPE, EPDM) YES NO Does the liner have a thickness of at least 60 mil (45 mil for EPDM)? YES NO Do the plans have a material specification sheet that identifies the properties of the product to be used and does the material meet the requirements of the NRCS material specification 594 (See Appendix F of the LMSA handbook). NRCS material spec 594 is available at: ftp://ftp-fc.sc.egov.usda.gov/NHQ/eng/neh642/ms-pdf/ms594.pdf YES NO Is there a plan for a venting system under the plastic liner? YES NO Do the plans call for removal of all rocks ½ in. or greater and all other angular objects? YES NO Do the plans call for removal of all organic materials prior to liner placement? YES NO Do the plans require smooth drum rolling of the subgrade prior to liner placement? YES NO If equipment access is needed (i.e. manure removal activities), are concrete ramps at least 16 ft. wide planned? (ramps less than 16 ft. wide are allowed if a concrete curb at least 6 in. high is planned) YES NO N/A Where agitation is planned within the LMSA, is a concrete agitation pad that meets one of the following included? YES NO N/A minimum dimensions of 20 ft. by 20 ft. and designed as a sump minimum dimensions of 20 ft. by 20 ft. and at least a 6 in. curb at the rear of the pad minimum dimension of 20 ft. by30 ft. (30 ft. out from the toe of the slope) If equipment access is needed (i.e. manure removal activities), do the plans include specific methods for installation of the concrete ramps and pads that include either: YES NO N/A Provisions for installation of embedment strips within the concrete to which the liner is welded Provisions for installation of the concrete on top of the plastic liner that includes a sacrificial sheet of plastic or geotextile between the concrete and the plastic liner. Do the plans contain a QA/QC plan that includes: YES NO A. A MN P.E. or person working under direct supervision of P.E., or B. A NRCS approved person YES NO A. Air pressure tests performed in accordance with ASTM D5820 on all double- track fusion seams. (not applicable for EPDM) B. Vacuum box tests performed in accordance with ASTM D 5641 on all seams and repairs made by extrusion welds. (not applicable for EPDM) C. Air lance tests performed in accordance with ASTM D 4437 on single-track fusion welds and on adhesive EPDM seams. D. Destructive seam testing at one sample per 500 ft. of weld. All destructive seam samples shall be tested in shear and peel modes in accordance with ASTM D 6392. Page 10 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Section 6. Additional Requirements for Geo-Synthetic Clay (GCL) Liners N/A Is there an analysis of the seepage from the basin demonstrating that the basin will meet the seepage standard of 1/56 inch/day (approx. 500 gal/acre/day)? A basin seepage and volume calculator is available at: http://www.pca.state.mn.us/index.php/view-document.html?gid=15889 YES NO Do the plans have a material specification sheet that identifies the specific product to be used and does the material properties meet the requirements of the NRCS material specification 595 (See Appendix E of the LMSA handbook). There are many configurations and types of GCL liners available, it is important to know what type of GCL will be installed. NRCS material spec 595 is available at: ftp://ftp-fc.sc.egov.usda.gov/NHQ/eng/neh642/ms-pdf/ms595.pdf YES NO Do the plans call for removal of all rocks ½ in. or greater and all other angular objects? YES NO Do the plans call for removal of all organic materials prior to liner placement? YES NO Do the plans require smooth drum rolling of the subgrade prior to liner placement? YES NO Provisions for liner overlap of at least 12 in. at the edge of the roll and 2 ft. at the end of the roll and call for the use of granular bentonite within the overlap? (a reference to the manufacturers installation guidelines is also acceptable) YES NO If equipment access is needed (i.e. manure removal activities), are concrete ramps at least 16 ft. wide planned? (ramps less than 16 ft. wide are allowed if a concrete curb at least 6 in. high is planned) YES NO N/A Where agitation is planned within the LMSA, is a concrete agitation pad that meets one of the following included? YES NO N/A minimum dimensions of 20 ft. by 20 ft. and designed as a sump minimum dimensions of 20 ft. by 20 ft. and at least a 6 in. curb at the rear of the pad minimum dimension of 20 ft. by 30 ft. (30 ft. out from the toe of the slope) Do the plans call for a minimum of at least 1 ft. of cover soil that meets the following: YES NO No sharp, angular stones or any objects that could damage the liner. Maximum allowable particle size of ½ in., unless the liner is protected by a geotextile Cover material placed within 24 hours of liner installation of liner material Cover material placed without driving on uncovered liner material Do the plans contain a Quality Assurance/Quality Control (QA/QC) plan that includes: YES NO A. A MN P.E. or person working under direct supervision of P.E., or B. A NRCS approved person YES NO A. Subgrade preparation B. Placement of liner material C. Seaming operations D. Installation of cover soil Page 11 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 Section 7. Additional Requirements for Above-ground LMSAs For concrete tanks and the concrete floor of the steel tank, Section 3 of this checklist should be used for the review. This portion of the checklist is designed for steel tanks (i.e. Slurry-store). N/A Do the plans include the manufacturer recommendations for installation? YES NO If the tank is “used”, do the plans prohibit the reuse of any panels that were embedded in concrete and replacement of any damaged panels and hardware that shows signs of deterioration? YES NO N/A Do the plans contain a QA/QC plan that includes: YES NO A. A MN P.E. or person working under direct supervision of P.E., or B. A NRCS approved person YES NO Section 8. Additional Requirements for Secondary Earthen Liners The primary liner (typically concrete or plastic) should be evaluated with the applicable section of this checklist. N/A Has the source of the liner soils been adequately identified (on-site or borrow site)? YES NO For borrow sites a map of the location and an estimation of the volume of soils available must be included. Do the results of the following required tests performed on the liner material comply with the minimums stated? (tests are required with all earthen liner proposals) YES NO Atterberg Limits – Soil Plasticity Index (values of 11-30) Particle Size – Sieve Analysis (greater than 20% passing #200 and less than 20% retained on #4) Standard Proctor - Optimal Moisture Content and Density (no minimum values) Is the thickness of the secondary cohesive soil liner at least 2 ft.? YES NO Do the plans specify the maximum thickness of soil lifts prior to compaction? Lift thickness cannot be more than 3 in. greater than the tamping roller feet with a maximum thickness of 9 in. YES NO Is construction of the liner planned between October 15 and April 15? If “YES” approval from the MPCA feedlot engineers is required. YES NO N/A For LMSAs with sloping sidewalls does the secondary liner meet the following: YES NO N/A A. Provisions must also be included for removal (via pump) of accumulated liquids from this area along with visual observations for evidence of seepage through the primary liner. YES NO N/A Page 12 of 12 – Appendix D of the LMSA Handbook February 2017| wq-f8-04 For LMSAs with vertical concrete walls does the secondary liner meet the following: YES NO N/A A. Secondary liner sidewalls are at least 2 ft. high. B. Secondary liner sidewalls are no closer than 2 ft. from the concrete footing/wall. A. Provisions must also be included for removal (via pump) of accumulated liquids from this area along with visual observations for evidence of seepage through the primary liner. YES NO N/A Do the plans contain a QA/QC plan that includes: YES NO A. A MN P.E. or person working under direct supervision of P.E., or B. A NRCS approved person YES NO A. Moisture (min of 4/acre/ft. of liner) according to one of the following: ASTM D6938, D2216, D4643, D4959, or D4944 OR Method specification (i.e. Soil will form a long ribbon when rolled between hands without breaking) B. Density/Compaction (min of 4/acre/ft. of liner) according to: ASTM D6938, D2167, D5080, D 2937, or D1556 OR For facilities with 300 or less AU a method specification Disclaimer: This checklist is a summary of the requirements for design, construction, and operation of liquid manure storage areas and was developed to cover common types of liquid manure storage areas. In some situations additional requirements may be deemed necessary by the MPCA based upon site specific circumstances or alternative liquid manure storage area design, construction, or operation techniques/methods. Manure Pit/Pond Design Level I - Rectangular version 1.0 Date: Designed by: Checked By:Date: 12 T 136 N R 36 W Unpaved Drainage Area (Ac) Start Month Paved Drainage Area (Ac) Through Month Evaporation Days in Storage Period (D) Rolling Herd Average (lbs/cow/yr) Totals AU ft3/day ft3/day ft3/day Pond Side Slope :1 Ramp Width ft Effective Depth (ft)Ramp Slope :1 Bottom Elevation Freeboard (ft) Pond Side Slope :1 BW Pond Side Slope :1 Rain Water Excluded? Ramp Width ft Ramp Width ft Ramp Slope :1 Ramp Slope :1 BL Pond Side Slope :1 Ramp Width ft Ramp Slope :1 Dilution Factor Storage Period 1 Storage Period 2 Volume Needed Approx, Excavation Volume cu yd Total Normal Volume If not Concrete, Liner Type: Storage Period 1 Anchor length ft Storage Period 2 Liner Surface Area (including ramp)sq ft Total Volume Required Storage Period 1 Storage Period 2 Volume Provided Pump Out Marker DeterminationWithout Freeboard 427,087 1,094,847 3 3 92.5 23,407 263 Effective Side 4 Side 2 Note: Leave ramp width and slope blank if no ramp is provided. Marker Elevation Period 2 Section: 1.50 160 30 Lactating Cow Dry Cow 10 130 224 42 10 91 1.4 0 Springer Heifers Open Heifers 0.00 0.60 Storage Period 0.93 00 0 0.001.24 0 2,437,942 Waste Water 1400 1000 700 325,885 374,375 2,800,703 Marker Height From Pond Bottom (ft) Producer: County: Township: Burke Dairy-Planned Earthen Pit Blowers 0 0 0 401 0 0 0 314 0 0 100 0 1400 11,680 87,377 Volume Provided (ft3) Volume Provided (gal) 415,118 TVM, (ft3) (gallons) Period 1 481,025 3 Effective Total ft3 gal Manure Production 1.79 0.90 Animal Units 9.7 0.5 11.0 1.0 Totals for Given Storage Period Ag Waste Storage Pond Design 1 2 365 0 2.00 0.00 524Calves Animal Type # of Animal (N) Animal Weight lbs (W) Otter Tail, East January December 5/18/2021 Bedding P-E minimum of zero skk 102.2 No Amount of Bedding Used lb/day/au (WB) Bedding Unit Weight lb/ft3 (BUW) 32 17,815.7 3,105,498 Animal Units (AU) % to pond Daily Volume per AU ft3/day/AU (DVM) Volume ft3/day (VMD)/day Daily Volume per AU ft3/day/AU (DWW) Volume ft3/day (WWD)/day 401 314 Synthetic Liner TWW, (ft3) 58,872 2.0 TVM, (ft3)(gallons) 0.45 200 (gallons)(gallons) TWW, (ft3) (gallons) 146,350 TBV, (ft3) 114,464 856,305 TBV, (ft3) (gallons) 372 89 158 24,472 Accumulated Solids Depth (ft) 92 266 332 52,456 11.0 Design Top Width (ft) 7.00 0.00 0.00 32 0 Bedding Volume ft3/day (BV)/day 0.00 Bottom Area (ft2) 164 338 55,432 12.5 Total Bottom Width, ft (BW) Bottom Length, ft (BL) Side 1 Side 3 Top Length (ft) Top Area (ft2) 3 0 Depth (ft) Hydrology Output version 1.0 Date: Designed by: Checked By: Date: 12 T ##N R 36 W Start Month Unsurfaced Drainage Area (Ac) Through Month Surfaced Drainage Area (Ac) Days in Storage Period (D)Evaporation Producer:Burke Dairy-Planned Earthen Pit 5/18/2021 County: Volume (gal) 0.60 P-E minimum of zero 1.50 Section: Township:Blowers Volume (ft3) 150,756 Storage Period 2 Totals Normal Totals:81,729 611,417 20,152 Volume (ft3) Volume (gal) Runoff Precipitation & Evaporation, Pond Surface Ag Waste Storage Pond Design Otter Tail, East Runoff Precipitation & Evaporation, Pond Surface Unpaved Area Runoff (in.) Totals: 25yr-24hr Unpaved Area Runoff (in.) Paved Area Runoff (in.) Volume (ft3) Volume (gal) Precip (in.) P- E (in.) 20,152 150,756 0 0 04.81 12.50 53,390 399,413 25.89 25yr-24hr 3.50 4.26 28,339 212,004 4.61 Storage Period 1 2 January December 365 Storage Period 1 Totals Normal Volume (gal) Precip (in.) P- E (in.) Volume (ft3) Paved Area Runoff (in.) Total Volumes Required Storage Period Normal Runoff Volume (ft3) 25 Year Storm Volume (ft3) Total Water Inputs (ft3) Total Non-water Inputs (ft3) Total Volume (ft3) 1 53,390 374,375 Normal Volume (no storm)(ft3)325,885 48,491 216,345 158,030 HydroCAD calculations 1S North Clean Water DA2S West Small Lot DA 3S South Clean Water DA 1P North CWD 15" DW PE Pipe 2P Solid Separator Pipe 3P South 15" CMP Routing Diagram for Burke Dairy Prepared by {enter your company name here}, Printed 12/7/2019 HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 2HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.740 90 Farmstead (1S, 3S) 1.700 90 Feedlot (2S) 0.900 98 Impervious Area (1S, 2S, 3S) 3.340 92 TOTAL AREA You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 3HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 0.000 HSG C 0.000 HSG D 3.340 Other 1S, 2S, 3S 3.340 TOTAL AREA You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 4HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.000 0.000 0.740 0.740 Farmstead 1S, 3S 0.000 0.000 0.000 0.000 1.700 1.700 Feedlot 2S 0.000 0.000 0.000 0.000 0.900 0.900 Impervious Area 1S, 2S, 3S 0.000 0.000 0.000 0.000 3.340 3.340 TOTAL AREA You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 5HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line#Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Diam/Width (inches) Height (inches) Inside-Fill (inches) 1 1P 102.00 99.50 500.0 0.0050 0.012 15.0 0.0 0.0 2 2P 104.00 103.90 30.0 0.0033 0.012 18.0 0.0 0.0 3 3P 103.50 102.00 40.0 0.0375 0.024 15.0 0.0 0.0 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 6HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Time span=0.50-72.00 hrs, dt=0.10 hrs, 716 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.740 ac 27.03% Impervious Runoff Depth=3.71"Subcatchment 1S: North Clean Water DA Flow Length=150' Slope=0.0200 '/' Tc=3.2 min CN=92 Runoff=4.28 cfs 0.229 af Runoff Area=2.100 ac 19.05% Impervious Runoff Depth=3.71"Subcatchment 2S: West Small Lot DA Flow Length=435' Slope=0.0100 '/' Tc=10.5 min CN=92 Runoff=10.50 cfs 0.649 af Runoff Area=0.500 ac 60.00% Impervious Runoff Depth=4.03"Subcatchment 3S: South Clean Water DA Flow Length=175' Slope=0.0100 '/' Tc=4.4 min CN=95 Runoff=2.85 cfs 0.168 af Peak Elev=103.13' Storage=517 cf Inflow=4.28 cfs 0.229 afPond 1P: North CWD 15" DW PE Pipe 15.0" Round Culvert n=0.012 L=500.0' S=0.0050 '/' Outflow=3.83 cfs 0.229 af Peak Elev=105.26' Storage=7,952 cf Inflow=10.50 cfs 0.649 afPond 2P: Solid Separator Pipe 18.0" Round Culvert n=0.012 L=30.0' S=0.0033 '/' Outflow=4.39 cfs 0.649 af Peak Elev=104.29' Storage=622 cf Inflow=2.85 cfs 0.168 afPond 3P: South 15" CMP 15.0" Round Culvert n=0.024 L=40.0' S=0.0375 '/' Outflow=2.48 cfs 0.168 af Total Runoff Area = 3.340 ac Runoff Volume = 1.046 af Average Runoff Depth = 3.76" 73.05% Pervious = 2.440 ac 26.95% Impervious = 0.900 ac You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 7HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: North Clean Water DA Average slope & Hydraulic length [49] Hint: Tc<2dt may require smaller dt Runoff =4.28 cfs @ 11.91 hrs, Volume=0.229 af, Depth=3.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-72.00 hrs, dt= 0.10 hrs Type II 24-hr 25yr-24hr II Rainfall=4.61" Area (ac)CN Description *0.540 90 Farmstead *0.200 98 Impervious Area 0.740 92 Weighted Average 0.540 72.97% Pervious Area 0.200 27.03% Impervious Area Tc Length Slope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 3.2 150 0.0200 0.79 Lag/CN Method, Subcatchment 1S: North Clean Water DA Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642Flow (cfs)4 3 2 1 0 Type II 24-hr 25yr-24hr II Rainfall=4.61" Runoff Area=0.740 ac Runoff Volume=0.229 af Runoff Depth=3.71" Flow Length=150' Slope=0.0200 '/' Tc=3.2 min CN=92 4.28 cfs You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 8HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: West Small Lot DA Average slope & Hydraulic length [49] Hint: Tc<2dt may require smaller dt Runoff =10.50 cfs @ 12.01 hrs, Volume=0.649 af, Depth=3.71" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-72.00 hrs, dt= 0.10 hrs Type II 24-hr 25yr-24hr II Rainfall=4.61" Area (ac)CN Description *1.700 90 Feedlot *0.400 98 Impervious Area 2.100 92 Weighted Average 1.700 80.95% Pervious Area 0.400 19.05% Impervious Area Tc Length Slope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 10.5 435 0.0100 0.69 Lag/CN Method, Subcatchment 2S: West Small Lot DA Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642Flow (cfs)11 10 9 8 7 6 5 4 3 2 1 0 Type II 24-hr 25yr-24hr II Rainfall=4.61" Runoff Area=2.100 ac Runoff Volume=0.649 af Runoff Depth=3.71" Flow Length=435' Slope=0.0100 '/' Tc=10.5 min CN=92 10.50 cfs You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 9HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: South Clean Water DA Average slope & Hydraulic length [49] Hint: Tc<2dt may require smaller dt Runoff =2.85 cfs @ 11.93 hrs, Volume=0.168 af, Depth=4.03" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-72.00 hrs, dt= 0.10 hrs Type II 24-hr 25yr-24hr II Rainfall=4.61" Area (ac)CN Description *0.200 90 Farmstead *0.300 98 Impervious Area 0.500 95 Weighted Average 0.200 40.00% Pervious Area 0.300 60.00% Impervious Area Tc Length Slope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 4.4 175 0.0100 0.66 Lag/CN Method, Subcatchment 3S: South Clean Water DA Runoff Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642Flow (cfs)3 2 1 0 Type II 24-hr 25yr-24hr II Rainfall=4.61" Runoff Area=0.500 ac Runoff Volume=0.168 af Runoff Depth=4.03" Flow Length=175' Slope=0.0100 '/' Tc=4.4 min CN=95 2.85 cfs You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 10HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: North CWD 15" DW PE Pipe Inflow Area =0.740 ac,27.03% Impervious, Inflow Depth = 3.71" for 25yr-24hr II event Inflow =4.28 cfs @ 11.91 hrs, Volume=0.229 af Outflow =3.83 cfs @ 11.95 hrs, Volume=0.229 af, Atten= 10%, Lag= 2.3 min Primary =3.83 cfs @ 11.95 hrs, Volume=0.229 af Routing by Stor-Ind method, Time Span= 0.50-72.00 hrs, dt= 0.10 hrs Peak Elev= 103.13' @ 11.95 hrs Surf.Area= 545 sf Storage= 517 cf Plug-Flow detention time= 8.5 min calculated for 0.229 af (100% of inflow) Center-of-Mass det. time= 7.7 min ( 787.1 - 779.4 ) Volume Invert Avail.Storage Storage Description #1 102.00'5,922 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 102.00 400 0 0 103.00 500 450 450 104.00 850 675 1,125 105.00 1,000 925 2,050 106.00 6,743 3,872 5,922 Device Routing Invert Outlet Devices #1 Primary 102.00'15.0" Round Culvert L= 500.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 102.00' / 99.50' S= 0.0050 '/' Cc= 0.900 n= 0.012 Corrugated PE, smooth interior, Flow Area= 1.23 sf Primary OutFlow Max=3.63 cfs @ 11.95 hrs HW=103.09' (Free Discharge) 1=Culvert (Barrel Controls 3.63 cfs @ 4.29 fps) You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 11HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pond 1P: North CWD 15" DW PE Pipe Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642Flow (cfs)4 3 2 1 0 Inflow Area=0.740 ac Peak Elev=103.13' Storage=517 cf 15.0" Round Culvert n=0.012 L=500.0' S=0.0050 '/' 4.28 cfs 3.83 cfs Pond 1P: North CWD 15" DW PE Pipe Primary Stage-Discharge Discharge (cfs) 6543210Elevation (feet)106 105 104 103 102 Culvert You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 12HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pond 1P: North CWD 15" DW PE Pipe Surface Storage Stage-Area-Storage Storage (cubic-feet) 5,5005,0004,5004,0003,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 6,5006,0005,5005,0004,5004,0003,5003,0002,5002,0001,5001,0005000 Elevation (feet)106 105 104 103 102 Custom Stage Data You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 13HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Summary for Pond 2P: Solid Separator Pipe Inflow Area =2.100 ac,19.05% Impervious, Inflow Depth = 3.71" for 25yr-24hr II event Inflow =10.50 cfs @ 12.01 hrs, Volume=0.649 af Outflow =4.39 cfs @ 12.20 hrs, Volume=0.649 af, Atten= 58%, Lag= 11.3 min Primary =4.39 cfs @ 12.20 hrs, Volume=0.649 af Routing by Stor-Ind method, Time Span= 0.50-72.00 hrs, dt= 0.10 hrs Peak Elev= 105.26' @ 12.20 hrs Surf.Area= 11,904 sf Storage= 7,952 cf Plug-Flow detention time= 31.7 min calculated for 0.649 af (100% of inflow) Center-of-Mass det. time= 29.9 min ( 816.1 - 786.2 ) Volume Invert Avail.Storage Storage Description #1 104.00'18,947 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 104.00 400 0 0 105.00 9,900 5,150 5,150 106.00 17,694 13,797 18,947 Device Routing Invert Outlet Devices #1 Primary 104.00'18.0" Round Culvert L= 30.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 104.00' / 103.90' S= 0.0033 '/' Cc= 0.900 n= 0.012 Corrugated PE, smooth interior, Flow Area= 1.77 sf Primary OutFlow Max=4.38 cfs @ 12.20 hrs HW=105.26' (Free Discharge) 1=Culvert (Barrel Controls 4.38 cfs @ 3.75 fps) You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 14HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pond 2P: Solid Separator Pipe Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642Flow (cfs)11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=2.100 ac Peak Elev=105.26' Storage=7,952 cf 18.0" Round Culvert n=0.012 L=30.0' S=0.0033 '/' 10.50 cfs 4.39 cfs Pond 2P: Solid Separator Pipe Primary Stage-Discharge Discharge (cfs) 76543210Elevation (feet)106 105 104 Culvert You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 15HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pond 2P: Solid Separator Pipe Surface Storage Stage-Area-Storage Storage (cubic-feet) 18,00016,00014,00012,00010,0008,0006,0004,0002,0000 Surface/Horizontal/Wetted Area (sq-ft) 16,00014,00012,00010,0008,0006,0004,0002,0000 Elevation (feet)106 105 104 Custom Stage Data You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 16HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Summary for Pond 3P: South 15" CMP Inflow Area =0.500 ac,60.00% Impervious, Inflow Depth = 4.03" for 25yr-24hr II event Inflow =2.85 cfs @ 11.93 hrs, Volume=0.168 af Outflow =2.48 cfs @ 11.99 hrs, Volume=0.168 af, Atten= 13%, Lag= 3.7 min Primary =2.48 cfs @ 11.99 hrs, Volume=0.168 af Routing by Stor-Ind method, Time Span= 0.50-72.00 hrs, dt= 0.10 hrs Peak Elev= 104.29' @ 11.99 hrs Surf.Area= 1,557 sf Storage= 622 cf Plug-Flow detention time= 3.7 min calculated for 0.168 af (100% of inflow) Center-of-Mass det. time= 3.7 min ( 769.0 - 765.3 ) Volume Invert Avail.Storage Storage Description #1 103.50'8,208 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 103.50 0 0 0 104.00 1,000 250 250 105.00 2,913 1,957 2,207 106.00 9,090 6,002 8,208 Device Routing Invert Outlet Devices #1 Primary 103.50'15.0" Round Culvert L= 40.0' CMP, end-section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 103.50' / 102.00' S= 0.0375 '/' Cc= 0.900 n= 0.024 Corrugated metal, Flow Area= 1.23 sf Primary OutFlow Max=2.43 cfs @ 11.99 hrs HW=104.28' (Free Discharge) 1=Culvert (Inlet Controls 2.43 cfs @ 3.01 fps) You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 17HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pond 3P: South 15" CMP Inflow Primary Hydrograph Time (hours) 72706866646260585654525048464442403836343230282624222018161412108642Flow (cfs)3 2 1 0 Inflow Area=0.500 ac Peak Elev=104.29' Storage=622 cf 15.0" Round Culvert n=0.024 L=40.0' S=0.0375 '/' 2.85 cfs 2.48 cfs Pond 3P: South 15" CMP Primary Stage-Discharge Discharge (cfs) 76543210Elevation (feet)106 105 104 Culvert You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Type II 24-hr 25yr-24hr II Rainfall=4.61"Burke Dairy Printed 12/7/2019Prepared by {enter your company name here} Page 18HydroCAD® 10.00-20 s/n 03229 © 2017 HydroCAD Software Solutions LLC Pond 3P: South 15" CMP Surface Storage Stage-Area-Storage Storage (cubic-feet) 8,0007,5007,0006,5006,0005,5005,0004,5004,0003,5003,0002,5002,0001,5001,0005000 Surface/Horizontal/Wetted Area (sq-ft) 9,0008,5008,0007,5007,0006,5006,0005,5005,0004,5004,0003,5003,0002,5002,0001,5001,0005000 Elevation (feet)106 105 104 Custom Stage Data You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) Control Points & Critical Area Seeding October 2016 STANDARD 342 – CRITICAL AREA PLANTING SPECIFICATIONS Recommended seed mixtures are found in Table 11. Seeding rates are based on pounds of Pure Live Seed (PLS) per acre. Design custom seed mixtures as follows: Introduced Grass/Legume: Mixture will result in a minimum 150 seeds/ft2, at least 50% of the mixture must be grass. Sod forming grasses will comprise a minimum 30% of the mixture. Legume seed shall be inoculated with the appropriate strain of nitrogen fixing bacteria prior to planting. Native Grasses: Mixture will result in a minimum 75 seeds/ft2. Sod forming grasses will comprise a minimum 30% of the mixture. 1/Suitable Uses: CO = construction sites CA = critical areas WW = waterways TABLE 11: RECOMMENDED SEED MIXTURES FOR CRITICAL AREA PLANTING Seeding Mixture Lbs/ac Seeds/ft2 Total Mix % Sod Suitable Uses 1/Drainage Capacity Retardance Remarks Smooth Brome Perennial Ryegrass 28 10 150 58 CO, WW, CA Moderate to well, Excessively drained B Add Red Clover or Alsike Clover if desired Smooth Brome Timothy Perennial Ryegrass 15 3 3 155 30 CO, WW, CA Moderate to well, Excessively drained B Add Red Clover or Alsike Clover if desired Smooth Brome Red Top Perennial Ryegrass 15 1 5 190 83 CO Moderate to excessively drained B Add Alfalfa or Alsike Clover if desired Int. Wheatgrass Timothy Canada Wildrye 23 3 7 155 30 CO, WW Well to somewhat poorly drained B Add Alsike clover or Alfalfa if desired Kentucky Bluegrass Creeping Red Fescue Perennial Ryegrass 3 5 10 210 70 CO,CA Well to somewhat poorly drained C Add alsike or red clover if desired Creeping Foxtail Timothy Red Top Perennial Ryegrass 10 2 1 3 362 78 CO, WW, CA Somewhat poorly to poorly drained C Add Red Clover if desired Timothy Perennial Ryegrass Kentucky Bluegrass Tall Fescue Annual Ryegrass 2 4.5 2.5 3 3 198 40 CO,WW, CA Moderate to somewhat poorly drained C Big Bluestem Indiangrass Switchgrass Canada Wildrye 6 6 6 7 123 63 CO, CA Moderate to well drained B Big Bluestem Indiangrass Switchgrass Sideoats grama Little Bluestem 4 4 3 3 3 93 60 CO Moderate to Excessively drained B Switchgrass Sideoats Grama Canada Wildrye Western Wheatgrass 4 4 7 5 84 78 CO, CA Moderately to well drained B Prairie Cordgrass Switchgrass Western Wheatgrass Canada Wildrye 3 3 7 7 76 76 CO,CA, WW Somewhat poorly to poorly drained B Coordinate Point List: Number Northing Easting Elevation Full Desc 1 10000.0000' 10000.0000' 100.000' stn1 2 10146.4706' 9890.9560' 104.989' stn2 3 10128.1314' 10097.3893' 101.191' stn 3 4 9855.2896' 10067.2468' 99.127' stn 4 5 9607.9696' 10158.4269' 99.455' stn 5 Well Log/Soils/Liner Information UTM: 240801 (x), 5424778 (y) Latitude/Longitude: 48.92161 / -96.53851Township: 163 North, Range: 45 West, Section: 30, Quarters: SE NW, City/Township: Caribou Twp.Minnesota Geological Survey, University of Minnesota and the Minnesota Department of Health, Environmental He+–0 300 600ftMinnesota Department of HealthMinnesota Well IndexSearch by Zoom to Tools Base Maps Other Links HelpFVersion 2.0.62, 07/15/19 1:39PM Page 1 of 1Minnesota Well Index12/17/2019https://mnwellindex.web.health.state.mn.us/ Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031646734 County Otter Tail Entry Date 05/02/2001 Quad Update Date 03/11/2005 Quad ID Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEADOW LARK 136 36 W 12 DCC 251 ft.251 ft.11/07/2000 Elevation Elev. Method Drill Method Non-specified Rotary Drill Fluid Bentonite Address Use domestic Status Active Well Hydrofractured?XYes No From To Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint C/W RR 3 BOX 90 WADENA MN 56482 Geological Material From To (ft.) Color Hardness CLAY 0 42 HARDBROWN CLAY 42 244 HARDBLUE SAND COARSE 244 250 GRAY Stratigraphy Information Casing Diameter Weight 24 in. To ft. lbs./ft. Hole Diameter 6.2 251in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 4 30in.ft.2438 251 ft.ft. Open Hole From ft. To ft. Static Water Level Pumping Level (below land surface) GOOD RATTLE TOOK 0.5 WATER TEST PUMPED W/5HP SUB 5.83 GPFDD TICKET #622292 BEGIN 10/2700 10:45 AM Material FromAmount To high solids bentonite ft.0 30 ft. Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 646734 HE-01205-15 Printed on 10/28/2019 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX AERMOTOR X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.33 Measureland surface 11/07/2000 ft.45 hrs.3 Pumping at 70 g.p.m. feet Direction Type Well disinfected upon completion?X Yes Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. AT5055-550 5 220 80 Submersible XYes No Was a variance granted from the MDH for this well?Yes X No Licensee Business Lic. or Reg. No. Name of Driller Johnson R. Well Co.80129 JOHNSON, R. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock System X Y ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date Angled Drill Hole >50' Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031410794 County Otter Tail Entry Date 04/05/1989 Quad Sebeka SW Update Date 08/31/2018 Quad ID 235C Received Date 11/19/1986 Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed JANSEN, 136 36 W 12 BBBBCC 372 ft.372 ft.03/28/1986 Elevation 1432 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Address Use domestic Status Active Well Hydrofractured?Yes No From To 1 ft. Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint C/W SEBEKA MN Geological Material From To (ft.) Color Hardness CLAY 0 25 HARDBROWN CLAY 25 363 HARDBLUE COARSE SAND 363 372 WHITE Stratigraphy Information Casing Diameter Weight 4 364in. To ft. lbs./ft. Hole Diameter 8 372in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 4 20in.ft.3648 372 ft.ft. Open Hole From ft. To ft. Static Water Level Pumping Level (below land surface) Material FromAmount To bentonite ft.0 360 ft.0 Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 410794 HE-01205-15 Printed on 10/28/2019 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above grade MCDONALD X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.65 Measureland surface 03/28/1986 ft.260 hrs.1 Pumping at 15 g.p.m. 120 feet East Direction Septic tank/drain field Type Well disinfected upon completion?X Yes Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. 03/28/1986 3W 1 220 15260 Submersible Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No. Name of Driller Johnson R. Well Co.80129 JOHNSON, R. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock sand-white Minnesota Geological Survey Quat. buried Digitized - scale 1:24,000 or larger (Digitizing Table) System X Y334143 5163385 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 01/15/1998Information from Angled Drill Hole >50' Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031823568 County Otter Tail Entry Date 12/22/2016 Quad Sebeka SW Update Date 07/10/2019 Quad ID 235C Received Date 12/09/2016 Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed BORNTREGER, 136 36 W 12 CBCCDD 103 ft.103 ft.10/26/2016 Elevation 1449 Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Bentonite Address Use domestic Status Active Well Hydrofractured?XYes No From To Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint C/W 44260 75 CH SEBEKA MN 56477 Geological Material From To (ft.) Color Hardness TOPSOIL 0 1 SOFTBLACK CLAY 1 59 SOFTYELLOW CLAY 59 82 HARDBLUE SAND 82 103 SOFTGRAY Stratigraphy Information Casing Diameter Weight 4 99 1in. To ft. lbs./ft. Hole Diameter 6.7 103in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 4 12in.ft.994 103 ft.ft. Open Hole From ft. To ft. Static Water Level Pumping Level (below land surface) Material FromAmount To bentonite ft. 50 ft.4 Sacks Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 823568 HE-01205-15 Printed on 10/28/2019 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.45 Measureland surface 10/26/2016 ft.98 hrs.1 Pumping at 60 g.p.m. feet Direction Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. XYes No Was a variance granted from the MDH for this well?Yes X No Licensee Business Lic. or Reg. No. Name of Driller Elsner Well Drilling, Inc. 1374 MONROE, S. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock sand-gray Minnesota Geological Survey Quat. buried Digitization (Screen) - Map (1:12,000) (>15 meters) System X Y333409 5163545 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 12/15/2017Site Plan Angled Drill Hole >50' Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031196687 County Otter Tail Entry Date 04/17/1988 Quad Sebeka SW Update Date 08/31/2018 Quad ID 235C Received Date 12/30/1983 Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed JANSON, 136 36 W 13 BBBBDC 255 ft.255 ft.08/31/1983 Elevation 1433 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Address Use domestic Status Active Well Hydrofractured?Yes No From To 1 ft. Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint C/W RR 3 BOX 90 SEBEKA MN Geological Material From To (ft.) Color Hardness CLAY 0 20 HARDBROWN CLAY 20 252 HARDBLUE COARSE SAND 252 255 GRAY Stratigraphy Information Casing Diameter Weight 4 251in. To ft. lbs./ft. Hole Diameter 8 255in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 4 20in.ft.2514 255 ft.ft. Open Hole From ft. To ft. Static Water Level Pumping Level (below land surface) Material FromAmount To bentonite ft.20 200 ft.0 Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 196687 HE-01205-15 Printed on 10/28/2019 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.34 Measureland surface 09/02/1983 ft.0 hrs. Pumping at 20 g.p.m. 50 feet NorthDirection Volatile organic compounds Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. 0 Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No. Name of Driller Johnson R. Well Co.80129 JOHNSON, R. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock sand-gray Minnesota Geological Survey Quat. buried Digitized - scale 1:24,000 or larger (Digitizing Table) System X Y333356 5163043 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 01/15/1998Information from Angled Drill Hole >50' Earthwork & Quantities Concrete Design 17-WI-73 NONSTRUCTURAL CONCRETE SLAB REINFORCEMENT The subgrade drag equation referenced in ACI 360, “Design of Slabs on Grade,” can be used to determine temperature and shrinkage control joint spacing in slabs based on the amount of steel reinforcement used. The equation is: 𝐀𝐬= 𝐅𝐋𝐰 𝟐𝐟𝐬 𝐨𝐫 𝐋 = 𝐀𝐬 𝟐𝐟𝐬𝐅𝐰 As = cross sectional area of steel reinforcement in square inches per lineal foot fs = allowable stress in the reinforcement in psi; use 0.70 x fy (yield strength of the steel: 60 grade = 42,000 psi;) F = friction factor; use 1.5 L = distance between control joints in feet w = dead weight of the slab in pounds per square foot; use 12.5 pounds per square foot per inch of slab thickness The number 2 in the subgrade drag equation is not a safety factor. The value of 2 is based on the assumption that the slab will shrink in such a manner that each end will move an equal distance towards the center. Maximum Distance Between Control Joints (L) using the Subgrade Drag Equation BAR Size SPACING (in.) AS (sq. in./ft.) 5" SLAB L (ft.) 6" SLAB L (ft.) 7" SLAB L (ft.) 8" SLAB L (ft.) #3 18 0.07 66 55 47 41 #3 15 0.09 79 66 56 49 #3 12 0.11 99 82 70 62 #4 18 0.13 119 100 85 75 #4 15 0.16 143 119 102 90 #4 12 0.20 179 149 128 112 #5 18 0.21 185 154 132 116 #5 15 0.25 222 185 159 139 #5 12 0.31 278 231 198 174 #6 18 0.29 263 219 188 164 #6 15 0.35 315 263 225 197 #6 12 0.44 394 329 282 246 EFH Notice 210-WI-128 October 2013 2' Wall Detailed K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com Conc. Stem Height ................ Stem Thickness Top ............. Stem Thickness Bot .............. ft in in Footing Thickness ................. Toe Length ............................ Heel Length ........................... Soil Cover @ Toe .................. Backfill Height ....................... Backfill Slope Angle .............. in ft ft ft ft deg OK Uniform Surcharge ................ Strip Pressure ....................... Stem Vertical (Dead) ............. Stem Vertical (Live) ............... Vertical Load Eccentricity ..... Wind Load on Stem ............... Wind Height from Top ........... psf psf k/ft k/ft in psf ft Wall taper aTan ((8.0 - 8.0) / 12 / 2.00) = 0.000 rad Backfill slope 10.0 * 3.14 / 180 = 0.175 rad Internal friction 28.0 * 3.14 / 180 = 0.489 rad Wall-soil friction 0.489 / 2 = 0.244 rad Seismic angle aTan (0.00 / (1 - 0.00)) = 0.000 rad Footing length 1.00 + 8.0 / 12 + 1.00 = 2.67 ft Height for Stability 0.18 + 2.00 + 10.0 / 12 = 3.01 ft Earth pressure theory =Coulomb Active Moist density =50 pcf Saturated density =62 pcf Active coefficient = 0.37 Active pressure 0.37 * 50.0 = 18.7 psf/ft of height - For stability analysis (non-seismic) Active force 0.37 * 50.0 * 3.01² / 2 = 0.1 k/ft 0.1 * Cos(0.244 + 0.000) = 0.1 k/ft 0.1 * Sin(0.244 + 0.000) = 0.0 k/ft Water force Pw = (0.37 * (62.0 - 62.4 - 50.0) + 62.4) * 0.00² / 2 = 0.0 k/ft 1 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com - For stem design (non-seismic) Active force 0.37 * 50.0 * 2.00² / 2 = 0.0 k/ft 0.0 * Cos (0.244 + 0.000) = 0.0 k/ft 0.0 * Sin (0.175) = 0.0 k/ft Water force Pw = (0.37 * (62.0 - 62.4 - 50.0) + 62.4) * (0.00 - 10.0 / 12)² / 2 = 0.0 k/ft Hor. seismic coeff. kh =0.00 Ver. seismic coeff. kv =0.00 Active seismic coeff.= 0.37 - For stability analysis (seismic) Seismic force 0.37 * 50.0 * 3.01² / 2 * (1 - 0.0 ) = 0.1 k/ft 0.1 * Cos (0.244 + 0.000) = 0.1 k/ft 0.1 * Sin (0.244 + 0.000) = 0.0 k/ft Water force Pwe = 0.00 * (62.0 - 50.0) * (0.00)² / 2 = 0.0 k/ft - For stem design (seismic) Seismic force 0.37 * 50.0 * 2.00² / 2 = 0.0 k/ft 0.0 * Cos (0.244 + 0.000) = 0.0 k/ft 0.0 * Sin (0.244 + 0.000) = 0.0 k/ft Water force Pwe = 0.00 * (62.0 - 50.0) * (0.00 - 10.0 / 12)² / 2 = 0.0 k/ft Backfill =0.0 * 0.1 = 0.0 k/ft Arm =3.01 / 3 = 1.00 ft Moment = 0.0 * 1.00 = 0.0 k-ft/ft Water table =0.0 * 0.0 = 0.0 k/ft Arm =0.00 / 3 = 0.00 ft Moment = 0.0 * 0.00 = 0.0 k-ft/ft Surcharge =0.0 * 0.38 * 10.0 * 3.01 = 0.0 k/ft Arm =3.01 / 2 = 1.50 ft Moment = 0.0 * 1.50 = 0.0 k-ft/ft Strip load =0.0 k/ft Arm = 0.00 ft Moment = 0.0 * 0.00 = 0.0 k-ft/ft Wind load =0.0 * 0.0 * 5.00 = 0.0 k/ft Arm =10.0 / 12 + 2.00 - 5.00 / 2 = 0.33 ft Moment =0.0 * 0.33 = 0.0 k-ft/ft Backfill seismic =0.0 * (0.1 - 0.1) = 0.0 k/ft Arm =0.6 * 3.01 = 1.81 ft Moment = 0.0 * 1.81 = 0.0 k-ft/ft Water seismic =0.0 * 0.0 = 0.0 k/ft Arm =0.00 / 3 = 0.00 ft Moment = 0.0 * 0.00 = 0.0 k-ft/ft 2 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com Wall seismic = 0 kip Moment = 0 k-ft/ft Hor. resultant Rh = 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 = 0.0 k/ft Overturning moment OTM = 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 = 0.0 k-ft/ft Arm of hor. resultant =0.0 / 0.0 = NaN ft Stem weight 1.0 * 8.0 / 12 * 2.00 * 0.15 = 0.2 k/ft Arm =1.00 + 8.0 / 12 / 2 = 1.33 ft Moment = 0.2 * 1.33 = 0.3 k-ft/ft Stem taper 1.0 * (8.0 - 8.0) / 12 * 2.00 / 2 * 0.15 = 0.0 k/ft Arm =1.00 + 8.0 / 12 - (8.0 - 8.0) / 12 * 2 / 3 = 1.67 ft Moment =0.0 * 1.67 = 0.0 k-ft/ft CMU stem at top = 0.0 k/ft Arm =1.00 + 0.0 / 12 / 2 = 0.00 ft Moment =0.0 * 0.00 = 0.0 k-ft/ft Ftg. weight 1.0 * 2.67 * 10.0 / 12 * 0.15 = 0.3 k/ft Arm =2.67 / 2 = 1.33 ft Moment = 0.3 * 1.33 = 0.4 k-ft/ft Key weight 1.0 * 0.00 / 12 * 0.0 / 12 * 0.15 = 0.0 k/ft Arm =1.00 + 0.0 / 12 / 2 = 1.00 ft Moment = 0.0 * 1.00 = 0.0 k-ft/ft Soil cover =1.0 * 1.00 * 0.00 * 50.0 = 0.0 k/ft Arm =1.00 / 2 = 0.50 ft Moment = 0.0 * 0.50 = 0.0 k-ft/ft Stem wedge =1.0 * (8.0 - 8.0) / 12 * 2.00 / 2 * 50.0 = 0.0 k/ft Arm =1.00 + 8.0 / 12 - (8.0 - 8.0) / 12 / 3 = 1.67 ft Moment =0.0 * 1.67 = 0.0 k-ft/ft Backfill weight =1.0 * 1.00 * 2.00 * 50.0 = 0.1 k/ft Arm =2.67 - 1.00 / 2 = 2.17 ft Moment = 0.1 * 2.17 = 0.2 k-ft/ft Backfill slope = = 1.0 * (1.0 + (8.0 - 8.0) / 12) * 0.18 / 2 * 50.0 = 0.0 k/ft Arm =2.67 - (1.00 + (8.0 - 8.0) / 12) / 3 = 2.33 ft Moment =0.0 * 2.33 = 0.0 k-ft/ft Water =1.0 * 1.00 * (0.00 - 10.0 / 12) * (62.0 - 50.0) = 0.0 k/ft Arm =2.67 - 1.00 / 2 = 2.17 ft Moment = 0.0 * 2.17 = 0.0 k-ft/ft Seismic backfill =0.0 * (0.0 - 0.0) = 0.0 k/ft Arm =2.67 ft Moment = 0.0 * 2.67 = 0.0 k-ft/ft Backfill Pav =0.0 * 0.0 = 0.0 k/ft Arm =2.67 ft Moment = 0.0 * 2.67 = 0.0 k-ft/ft Concentrated =1.0 * 0.0 + 1.0 * 0.0 = 0.0 k/ft Arm =1.00 + (8.0 - 5.0) / 12 = 1.25 ft Moment =0.0 * 1.25 = 0.0 k-ft/ft 3 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com Surcharge =1.0 * (1.0 + (8.0 - 8.0) / 12) * 10.0 = 0.0 k/ft Arm =2.67 - (1.00 + (8.0 - 8.0) / 12) / 2 = 2.17 ft Moment =0.0 * 2.17 = 0.0 k-ft/ft Strip =1.0 * 0.0 * 1.00 = 0.0 k/ft Arm =2.67 - 1.00 / 2 = 2.17 ft Moment =0.0 * 2.17 = 0.0 k-ft/ft Buoyancy =1.0 * 62.4 * 0.00 * 2.67 = 0.0 k/ft Arm =2.67 / 2 = 1.33 ft Moment =0.0 * 1.33 = 0.0 k-ft/ft Ver. resultant Rv =0.6 k/ft Resisting moment RM =1.0 k-ft/ft Arm of ver. resultant =1.0 / 0.6 = 1.48 ft Overturning ratio =1.0 / 0.0 = Infinity > 1.50 OK Eccentricity =-=2.67 2 -1.0 - 0.0 0.6 = -0.15 ft Bearing length =Min (2.67, 3 * (2.67 / 2 - -0.15)) = 2.67 ft Toe bearing =-=0.6 2.67 -6 * 0.6 * -0.15 2.67²= 0.2 ksf Heel bearing =+=0.6 2.67 +6 * 0.6 * -0.15 2.67²= 0.3 ksf < 4.0 OK 4 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com Sliding force Rh = 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 = 0.0 k/ft Passive coefficient 1 / 0.42 = 2.37 Passive depth 0.00 + (10.0 + 0.0) / 12 - 0.00 = 0.83 ft Passive pressure top =2.37 * 120.0 * 0.00 = 0.00 ksf Passive pressure bot =2.37 * 120.0 * (0.83 + 0.00) = 0.24 ksf Passive force =(0.00 + 0.24) / 2 * 0.83 = 0.1 k/ft Friction force =Max (0, 0.6 * 0.50) = 0.3 k/ft Sliding ratio =(0.1 + 0.3) / 0.0 = 4.23 > 1.50 OK Backfill =1.6 * 0.0 = 0.1 k/ft Arm =2.00 / 3 = 0.67 ft Moment = 0.1 * 0.67 = 0.0 k-ft/ft Water table =1.6 * 0.0 = 0.0 k/ft Arm =(0.00 - 10.0 / 12) / 3 = 0.00 ft Moment = 0.0 * -0.28 = 0.0 k-ft/ft Surcharge =1.6 * 0.38 * 10.0 * 2.00 = 0.0 k/ft Arm =2.00 / 2 = 1.00 ft Moment = 0.0 * 1.00 = 0.0 k-ft/ft Concentrated DL =1.2 * 0.00 = 0.0 k/ft Max moment DL = 0.0 k-ft/ft Concentrated LL =1.6 * 0.00 = 0.0 k/ft Max moment LL = 0.0 k-ft/ft Strip load =0.0 k/ft Arm = 0.00 ft Moment = 0.0 * 0.00 = 0.0 k-ft/ft Wind load =0.0 * 0.0 * 5.00 = 0.0 k/ft Arm =2.00 - 5.00 / 2 = -0.50 ft Moment =0.0 * -0.50 = 0.0 k-ft/ft Backfill seismic =0.0 * (0.0 - 0.0) = 0.0 k/ft Arm =0.6 * 2.00 = 1.20 ft Moment = 0.0 * 1.20 = 0.0 k-ft/ft Water seismic =0.0 * 0.0 = 0.0 k/ft Arm =(0.00 - 10.0 / 12) / 3 = 0.00 ft Moment = 0.0 * -0.28 = 0.0 k-ft/ft Max. shear = 0.1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 = 0.1 k/ft Shear at critical section =0.1 - 0.1 / 2.00 * 5.8 / 12 = 0.1 k/ft Max. moment = 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 = 0.1 k-ft/ft Shear strength ACI Eq. (11-3) φ Vn = 0.75 * 2 * (4000)½ * 12 * 5.8 = 6.5 k/ft > 0.1 k/ft OK Use #4 @ 11.0 in As = 0.22 in²/ft 0.22 / (12 * 5.8) = 0.0032 Bending strength φ Mn = 0.90 * 5.8² * 4.0 * 0.047 * (1 - 0.59 * 0.047) = 5.5 k-ft/ft ACI 10.2.7 > 0.1 k-ft/ft OK Hooked ACI 12.50.02 * 60.0 * 1000 / (4000)½ * 0.50 * 0.7 * 0.01 = 6.0 in Dev. length at footing == 10.0 - 3.0 = 7.0 in > 6.0 in OK 5 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com = Min (Max ((0.2 / 60, 3 * (4.0 * 1000)½ / (60 * 1000)) * 12 * 5.8), 1.33 * 0.00) = 0.00 in²/ft ACI 10.5 0.0018 * 12.0 * 8.0 = 0.17 in²/ft ACI 7.12.2.1 Min. steel area ratio =Max(0.00 / 0.22, 0.17 / 0.22, 0.17 / 0.27) = 0.79< 1.0 OK Bearing force = 0.0 k/ft (Neglect bearing pressure for heel design) Arm = = (0.5 * 1.00² / 2 + (0.4 - 0.5) * 1.00² / 6) / 0.0 = 0.52 ft Moment = 0.0 * 0.52 = 0.0 k-ft/ft Concrete weight =1.4 * 10.0 / 12 * 1.00 * 0.15 = 0.2 k/ft Arm == 1.00 / 2 = 0.50 ft Moment =0.2 * 0.50 = 0.1 k-ft/ft Backfill weight =1.4 * 1.00 * 2.00 * 50.0 = 0.1 k/ft Arm == 1.00 / 2 = 0.50 ft Moment = 0.1 * 0.50 = 0.1 k-ft/ft Backfill slope = = 1.4 * (1.0 + (8.0 - 8.0) / 12) * 0.18 / 2 * 50.0 = 0.0 k/ft Arm =1.00 * 2 / 3 = 0.67 ft Moment =0.0 * 0.67 = 0.0 k-ft/ft Water =1.4 * 1.00 * (0.00 - 10.0 / 12) * (62.0 - 50.0) = 0.0 k/ft Arm == 1.00 / 2 = 0.50 ft Moment = 0.0 * 0.50 = 0.0 k-ft/ft 6 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com Surcharge =1.4 * (1.0 + (8.0 - 8.0) / 12) * 10.0 = 0.0 k/ft Arm == 1.00 / 2 = 0.50 ft Moment =0.0 * 0.50 = 0.0 k-ft/ft Strip =1.4 * 0.0 * 10.00 = 0.0 k/ft Arm =3.00 - (8.0 - 8.0) / 12 + 10.00 / 2 = 0.50 ft Moment = 0.0 * 0.50 = 0.0 k-ft/ft Max. Shear Vu = -0.0 + 0.2 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 = 0.3 k/ft (1.4D) Max. Moment Mu = -0.0 + 0.1 + 0.1 + 0.0 + 0.0 + 0.0 + 0.0 = 0.2 k/ft Shear strength ACI Eq. (11-3) φ Vn = 0.75 * 2 * (4000)½ * 12 * 7.8 = 8.8 k/ft > Vu = 0.3 k/ft OK Use #4 @ 10.0 in As = 0.24 in²/ft 0.24 / (12 * 7.8) = 0.0026 Bending strength φ Mn = 0.90 * 7.8² * 4.0 * 0.039 * (1 - 0.59 * 0.039) = 8.2 k-ft/ft ACI 10.2.7 > Mu = 0.2 k-ft/ft OK Cover factor =Min (2.5, (2.0 + 0.50 / 2, 10.0 / 2) / 0.50) = 2.5 ACI 12.2.3Straight = Max (12, 3 / 40 * 60.0 * 1000 / (4000)½ * 0.8 * 1.0 / 2.5 * 0.50 * 0.02) = 12.0 in Hooked ACI 12.50.02 * 60.0 * 1000 / (4000)½ * 0.50 * 0.7 * 0.02 = 6.0 in Dev. length at toe side == (2.67 - 1.00) * 12 - 2.0 = 18.0 in > 12.0 in OK Dev. length at heel side == 1.00 * 12 - 2.0 = 10.0 in > 6.0 in OK = Min (Max ((0.2 / 60, 3 * (4.0 * 1000)½ / (60 * 1000)) * 12 * 7.8), 1.33 * 0.00) = 0.01 in²/ft ACI 10.5 0.0018 * 12.0 * 10.0 = 0.22 in²/ft ACI 7.12.2.1 Min. steel area ratio =Max(0.01 / 0.24, 0.22 / 0.48, 0.22 / 0.40) = 0.54< 1.0 OK Bearing force =(0.3 + 0.3) / 2 * 1.00 = 0.3 k/ft Arm = = (0.3 * 1.00² / 2 + (0.3 - 0.3) * 1.00² / 3) / 0.3 = 0.50 ft Moment = 0.3 * 0.50 = 0.2 k-ft/ft Water Buoyancy =1.2 * 62.4 * 0.00 * 1.00 = 0.0 k/ft Arm == 1.00 / 2 = 0.50 ft Moment =0.0 * 0.50 = 0.0 k-ft/ft Concrete weight =1.2 * 10.0 / 12 * 1.00 * 0.15 = 0.2 k/ft Arm == 1.00 / 2 = 0.50 ft Moment =0.2 * 0.50 = 0.1 k-ft/ft Soil cover =1.2 * 1.00 * 0.00 * 50.0 = 0.0 k/ft Arm == 1.00 / 2 = 0.50 ft Moment = 0.0 * 0.50 = 0.0 k-ft/ft Max. Shear Vu = 0.3 + 0.0 - 0.2 - 0.0 = 0.2 k/ft (1.2D+1.6(L+H)) Shear at crit. section Vu =0.2 * (1.00 - 6.8 / 12) / 1.00 = 0.1 k/ft Max. Moment Mu = 0.2 + 0.0 - 0.1 - 0.0 = 0.1 k-ft/ft Shear strength ACI Eq. (11-3) φ Vn = 0.75 * 2 * (4000)½ * 12 * 6.8 = 7.7 k/ft > Vu = 0.1 k/ft OK Use #4 @ 10.0 in As = 0.24 in²/ft 0.24 / (12 * 6.8) = 0.0030 Bending strength φ Mn = 0.90 * 6.8² * 4.0 * 0.044 * (1 - 0.59 * 0.044) = 7.1 k-ft/ft ACI 10.2.7 > Mu = 0.1 k-ft/ft OK 7 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com Cover factor =Min (2.5, (3.0 + 0.50 / 2, 10.0 / 2) / 0.50) = 2.5 ACI 12.2.3Straight = Max (12, 3 / 40 * 60.0 * 1000 / (4000)½ * 0.8 * 1.0 / 2.5 * 0.50 * 0.01) = 12.0 in Hooked ACI 12.50.02 * 60.0 * 1000 / (4000)½ * 0.50 * 0.7 * 0.01 = 6.0 in Dev. length at heel side == (2.67 - 1.00) * 12 - 3.0 = 17.0 in > 12.0 in OK Dev. length at toe side == 1.00 * 12 - 3.0 = 9.0 in > 6.0 in OK = Min (Max ((0.2 / 60, 3 * (4.0 * 1000)½ / (60 * 1000)) * 12 * 6.8), 1.33 * 0.00) = 0.00 in²/ft ACI 10.5 0.0018 * 12.0 * 10.0 = 0.22 in²/ft ACI 7.12.2.1 Min. steel area ratio =Max(0.00 / 0.24, 0.22 / 0.48, 0.22 / 0.40) = 0.54< 1.0 OK Shear key depth =0.0 in Shear key thickness =0.0 in Passive force =0 * (0.2 + 0.2) / 2 * 0.0 / 12 = 0.0 k/ft Shear at crit. section Vu =0.0 * (0.0 - 0.1) / 0.0 = 0.0 k/ft Arm = = (0.2 * 0.00² / 2 + (0.2 - 0.2) * 0.00² / 3) / 0.0 = 0.00 ft Max. moment Mu = 0.0 * 0.00 = 0.0 k-ft/ft Shear strength ACI Eq. (11-3) φ Vn = 0.75 * 2 * (4000)½ * 12 * 0.1 = 0.1 k/ft > Vu = 0.0 k/ft OK Use #4 @ 12.0 in As = 0.20 in²/ft 0.20 / (12 * 0.1) = 0.1667 Bending strength φ Mn = 0.90 * 0.1² * 4.0 * 2.500 * (1 - 0.59 * 2.500) = 0.1 k-ft/ft ACI 10.2.7 > Mu = 0.0 k-ft/ft OK 8 of 9 K2S Engineering Inc. 4209 94th Ave SE Ypsilanti ND 58497 Project: Engineer: Descrip: AWS Shane Kjellberg P.E. 2' wall Page # ___ 6/23/2019 ASDIP Retain 4.5.3 CANTILEVER RETAINING WALL DESIGN www.asdipsoft.com General Analysis .............. Concrete Design .............. Masonry Design ............... Load Combinations .......... IBC 2012 ACI 318-11 ASCE 7-05 MSJC-11 1 D+L 2 D+H+W 3 D+L+H+W 4 D+H+0.7E 5 D+L+H+0.7E 1 1.4D 2 1.2D+1.6(L+H) 3 1.2D+0.8W 4 1.2D+L+1.6W 5 1.2D+L+E 6 0.9D+1.6(H+W) 7 0.9D+1.6H+E Stem Footing Concrete f'c ......... Rebars fy ............. Masonry f'm ......... ksi ksi ksi Bending Shear 0.01 < 1.00 0.01 < 1.00 (1.2D+1.6(L+H)) (1.2D+1.6(L+H)) Bending Shear 0.02 < 1.00 0.04 < 1.00 (1.4D) (1.4D) 9 of 9 1 Tara Bakken From:Michelle Eldien Sent:Tuesday, June 8, 2021 3:15 PM To:Tara Bakken Subject:Summary Costs Conference Registration‐$325 Parking/Uber‐$80.00 Airfare & luggage‐$439 ($339 airfare+$100 checked bag fees) Hotel Lodging‐ $408.04 ($117/night + 16.25% taxes‐3 nights) Meals‐$172 ($43x4 days) TOTAL‐$1,424.04 Michelle M. Eldien Otter Tail County Attorney 121 W. Junius Ave. Fergus Falls, MN 56537 (218)998-8400 Your acceptance of e‐mail communications constitutes your consent to the use of electronic communications and the risks thereof. This e‐mail and any attachments are confidential and are intended solely for the individual or entity to which they are addressed. If you receive this e‐mail in error, destroy it immediately. Approvals and Authorizations Requested Under Otter Tail County Resolution 2021-78 1. Motion by , seconded by and unanimously carried, to accept the following proposals/agreements/quotes and to authorize the appropriate signature(s) on the following bond financed capital improvement projects: Project Contractor Service Amount Truck Garage – Pelican Rapids BHH Partners Architectural and Engineering Services *154,000.00 Truck Garage – Battle Lake BHH Partners Architectural and Engineering Services *147,015.00 Henning Cold Patch Storage Building Greystone Construction Furnish and Install 40’ by 50’ Britespan Atlas Series **60,362.00 New York Mills – Salt Shed Recover Greystone Construction Furnish and Install Fabric Cover Replacement on 50’ by 78’ TBS2 V1 Series Building 24,815.00 Battle Lake – Salt Shed Recover Greystone Construction Furnish and Install Fabric Cover Replacement on 50’ by 80’ TBS2 V3 Series Building 23,585.00 Truck Garage – Pelican Rapids CVT – Chosen Valley Testing Design Phase Geotechnical Evaluation 8,935.00 GSC – 250’ New Sidewalk Robert Nordick Construction LLC Sidewalk Construction 11,340.00 Seal Coating Parking Lot – GSC Otter Tail County Highway Department Seal Coating 8,686.86 Ottertail Operation Center Boiler Replacement BDT Mechanical, LLC Furnish and Install Replacement Boiler 57,838.00 Ottertail Operation Center Boiler Replacement Balancing Professional, Inc. Hydronic Systems Testing and Balancing 2,850.00 Ottertail Operation Center Boiler Replacement Summerville Electric, Inc. Wiring for Boiler and Circulation Pumps 6,420.00 Chiller Overhaul – GSC TRANE Perform Chiller Overhaul 180,750.00 New Roof – Administration/Otter Tail Lake Room Herzog Remove Existing Roof and Install New Roof 56.500.00 *Plus reimbursable expenses. **Additional $18,000.00 for power to and paving of the Cold Patch Storage Building. Otter Tail County Board of Commissioners Public Hearing – Proposed Eagle Lake Improvement District Bigwood Event Center, Fergus Falls, MN 7:00 p.m. Monday, June 7, 2021 Lee Rogness, Chair of the Otter Tail County Board of Commissioners, called the public hearing to order at 7:00 p.m. on Monday, June 7, 2021. The meeting was opened with the pledge of allegiance. Commissioner Rogness welcomed those in attendance and noted that the purpose of the public hearing was to receive comments and questions regarding the establishment of the proposed Eagle Lake Improvement District. The following individuals signed the attendance roster: Gina Ackerson Jeff Ackerson David Braton Gale Harrington Will Harrington Kelton Hepper Gary Johnson Krister Johnson Perry Kugler Mark Lachowitzer Greg Lillemon Mike Peterson Darcy Sorenson Joy Teiken Bob Wiedeman Mary Ann Wiedeman DuWayne Witt Kay Witt Commissioner Rogness called upon Wayne Stein, County Auditor, for information regarding the statute, which provides for this public hearing. The public hearing is being held in accordance with Minnesota Statute for the purpose of receiving from any interested person, objections, criticisms, or suggestions about the necessity of the proposed district and how 1 person’s property will be benefited or affected by the establishment of the district (Minnesota Statute 103B.515 Subd.3). Note – Requirements for Lake Improvement Districts are found in Minnesota Statute 103B.501 through Minnesota Statute 103B.581 and Minnesota Rule 6115.0900 through Minnesota Rule 6115.0980. Commissioner Rogness requested that those in attendance silence their cell phones and then proceeded with the introduction of the following staff representing the County at this public hearing: Lee Rogness, Chair – County Commissioner Fifth District Betty Murphy, Vice Chair – County Commissioner Fourth District Dan Bucholz – County Commissioner First District Wayne Johnson – County Commissioner Second District Kurt Mortenson – County Commissioner Third District Nicole Hansen, Otter Tail County Administrator Michelle Eldien, Otter Tail County Attorney Rick Kelsven, Otter Tail County IT Director Steve Brutlag, Otter Tail County Technical Support Wayne Stein, Otter Tail County Auditor/Treasurer Lee Rogness, Chair, called upon Kelton (Kelly) Hepper, current president of the Eagle Lake Association, to overview and provide history regarding the request being submitted to the County Board of Commissioners to establish the Eagle Lake Improvement District through the County Board Resolution of Intent process. Mr. Hepper noted the following: 1. Pat Prunty, who has passed away, first introduced the concept of a lake improvement district to Mr. Hepper and other property owners in 2017 and was one of the original supporters of the establishment of a lake improvement district for Eagle Lake. 2. Pat Prunty had significant passion for the protection of Eagle Lake and that an improvement district would be a benefit for the lake. He is to be credited for getting the formation of a lake improvement district to where we are this evening. 3. Back in 2017, Eagle Lake was not having any problems but wanted to be proactive in the establishment of a lake improvement district to address future needs and concerns. 4. It could take a couple of years to establish a district, to have board members appointed, to establish a budget and to develop a plan should the need arise. 5. Eagle Lake does have an association; however, funding through the association is minimal and would not be able to address significant issues. 6. A lake improvement district provides methods to generate revenues that can be used to address major issues impacting the quality of the lake, as well as help to reduce reliance on donations. 7. Donations are variable and difficult to rely upon when funding major issues. 8. A lake improvement district provides an equitable process, which results in the participation of everyone that enjoys the lake when addressing issues that impact the quality of the lake. 9. Not all lakeshore property owners are members of the lake association. Approximately 75% are members of the association. 10. Education efforts were undertaken in 2018 and 2019. A committee was formed, to determine if there was any interest in establishing a lake improvement district for Eagle Lake. The committee was responsible for educating property owners and for the development of a structural plat as to what the lake improvement district would look like. Information was shared at annual meetings and through one- on-one conversations with property owners. Letters were mailed to those property owners that could not be directly contacted. Approximately 50% could not be directly contacted and those individuals were provided a letter with detailed information. A survey was conducted. 60% of the property owners responded and 80% of the 60% responding, supported the concept of establishing a lake improvement district. 11. In the presentations and conversations, pros and cons of a lake improvement district were discussed. 12. In 2019, a meeting was held with the County Board of Commissioners and a request was submitted asking the Commissioners to move the process forward by adopting a Resolution of Intent to establish a lake improvement district. 13. The County Board of Commissioners adopted the requested resolution of intent and schedule a public hearing for the Fall of 2019. This hearing was moved to the Spring of 2020 to allow as many as possible to attend; however, COVID-19 resulted in the public hearing being postponed until June 7, 2021. 14. The first annual meeting would be held in either July or August. 15. Some property owners were concerned with more government involvement and additional taxation. 16. Formation of a lake improvement district does not necessarily mean that your property taxes will increase. The Board of the lake improvement district develops a budget to address issues and then presents that budget to the membership at the annual meeting for approval. Lee Rogness, Chair, asked if there was anyone in attendance from the Department of Natural Resources, the Soil and Water Conservation District, the Minnesota Pollution Control Agency, any other State Agencies, or County staff that had any comments to share at this time. There was no representation from any state agency at the public hearing and County staff had no comments or additional input to share. Lee Rogness, Chair, requested an overview of the Department of Natural Resources Advisory Report. It was noted that printed copies of the Department of Natural Resources Advisory Report on the Formation of the Eagle Lake Improvement District in Otter Tail County were provided to those in attendance. In addition, each section of the report was noted, and the recommendations/conclusions portion of the report was read completely for the official record. A copy of the report is attached and has been incorporated as a part of the official minutes. Lee Rogness, Chair, then opened the meeting to the public for comments and questions. Mr. Rogness noted that each person would be given an opportunity to speak for three minutes and once everyone has had an opportunity to speak, individuals would be allowed to speak additional time. Mr. Rogness requested that everyone speaking should use the microphone and should state their first and last name, their address and their relationship to the subject matter of tonight’s hearing. The following individuals addressed the Board: Kelton Hepper Krister Johnson Mike Peterson The following is a summary of the questions and comments shared: 1. How many property owners are there on Eagle Lake? Approximately 186 property owners. 2. What percentage of property owners are needed to pass a project? It was noted that it would require a simple majority of those participating in an annual meeting either in person or through an established absentee process. 3. Bylaws would need to be developed. 4. The first annual meeting must be held in either July or August. 5. The property taxation process, as it relates to lake improvement district, was described. 6. The existing lake improvement districts that levy an annual property tax were noted as well as those districts that generate revenues through special assessments. 7. A lake improvement district is needed to protect the lake and the formation is a proactive step. It will provide flexibility to plan for and to address future issues. 8. A lake improvement district will provide opportunities for accessing grants to fund various projects and issues. 9. Who writes the bylaws for the lake improvement district? The initial board of directors is appointed by the County Board and would develop the bylaws. 10. Funding through the lake association does not provide adequate funds. 11. The association should recommend names for the initial board. 12. The composition of the initial board was also discussed. The answer is found in Minnesota Statute 103B.551. Lee Rogness, Chair, noted that additional public comments and questions would be accepted through 4:30 p.m. on Friday, June 11, 2021. The Board of County Commissioners will address the establishment of the proposed lake improvement district at 11:00 a.m. on June 22, 2021. Hearing no additional comments or questions, Lee Rogness, Chair, declared the public hearing regarding the proposed establishment of the Eagle Lake Improvement District, adjourned at 7:42 p.m. LAND & RESOURCE MANAGEMENT Government Services Center, 540 W Fir Avenue Fergus Falls, MN 56537 218‐998‐8095 After‐the‐Fact Request Plus Normal Fee Permit Renewal Fee Appeal Conditional Use Permit Application Topographical Alteration/Extractive Includes State Legislative Recording Fee ‐ $46.00 Commercial/PUD/Miscellaneous Includes State Legislative Recording Fee ‐ $46.00 Interim Use Permit Application Includes State Legislative Recording Fee ‐ $46.00 Commercial PUD Expansion (up to 6 dwelling units) + $50 per dwelling unit Shoreland Alteration Permit Application Impervious Surface 0‐100 ft2 101‐500 ft2 501 or more ft2 Lot Alteration Permit 0‐50 yds3 51‐100 yds3 101‐500 yds3 501‐1,000 yds3 Pre‐Application Inspections Bluff Determination OHWL Building Line Wetland Verification Stake Setback Verify Setback Shore Impact Zone Shoreland Area Sewage System Permit Application Basic Licensed Installer and Pit Privy Includes County Soil Verification Tank Only and Vault Privy Self‐Install Includes County Soil Verification Advanced 0‐2500 GPD Includes County Soil Verification 2501‐5000 GPD Includes County Soil Verification 5001‐10,000 GPD Includes County Soil Verification 10,000 or more GPD MPCA Permit Annual Operating Permit Annual Operating Permit (for LGU's) Fee Waived LGU: township, county, state or federal building Periodic Soil Saturation Dispute Resolution Per Hour $100.00 SSTS, Structure & Shoreland Alteration Permits and CUP's that have expiration dates FEE SCHEDULE $350.00 July 1, 2021 (All fees are Non‐Refundable) Make Checks Payable to: Otter Tail County Treasurer $1,500.00 $50.00 $300.00 $500.00 $500.00 $500.00 $55.00 $180.00 $260.00 $80.00 $105.00 $80.00 $105.00 $1,175.00 $100.00 $175.00 $175.00 $525.00 $475.00 $675.00 $75.00 for the first item, $25.00 for each additional item Structure & Shoreland Alteration (Combined) Permit Application 0‐260 ft2 and 0 yds3 0‐260 ft2 and 1‐50 yds3 0‐260 ft2 and 51‐100 yds3 0‐260 ft2 and 101‐500 yds3 0‐260 ft2 and 501‐1,000 yds3 261‐1,000 ft2 and 0 yds3 261‐1,000 ft2 and 1‐50 yds3 261‐1,000 ft2 and 51‐100 yds3 261‐1,000 ft2 and 101‐500 yds3 261‐1,000 ft2 and 501‐1,000 yds3 1,001 ft2 or Larger and 0 yds3 1,001 ft2 or Larger and 1‐50 yds3 1,001 ft2 or Larger and 51‐100 yds3 1,001 ft2 or Larger and 101‐500 yds3 1,001 ft2 or Larger and 501‐1,000 yds3 Subdivision Filing Fee Plus Per Lot Variance Application Includes State Legislative Recording Fee ‐ $46.00 Wind Energy Conversion System Permit Application Non‐Commercial Commercial Final Plat Set by State Legislature Common Interest Community Set by State Legislature Covenants Set by State Legislature $155.00 $385.00 $465.00 $260.00 $235.00 $260.00 $335.00 $415.00 $210.00 Make Checks Payable to: Otter Tail County Recorder $56.00 $56.00 $46.00 $55.00 $500.00 $155.00 $285.00 $335.00 $350.00 $435.00 $515.00 $670.00 $280.00 $310.00 OTTER TAIL COUNTY DRIVER FEEDBACK SIGN POLICY Revised: June 22, 2021 Purpose Statement: Driver Feedback Signs have been proven to reduce speed when properly used and not over used. This policy is to establish guidelines as to where and when permanent Driver Feedback Signs will be installed on County State Aid Highways and County Highways throughout Otter Tail County. Driver Feedback Signs will be installed at speed transition zones and reminder signs may be installed in extended areas of reduced speed. Criteria for Placement: Determining Locations: • Posted Speed Limit must be 40 MPH or less. • Requested by the public or another entity (city, lake association, etc.). • Recommended by an engineer through a highway design process. Engineering analysis will be based on the following factors (0 to 14 points): • History of crashes over the past 5-years (0 to 5 points). • Traffic volume (0 to 2 points). • Approach density (0 to 1 point). • Shoulder width (0 to 1 point). • Areas of limited visibility due to curves, hills or other obstructions (0 to 3 points). • Areas with adjacent pedestrian facilities, such as sidewalk or trail (0 to 1 point). • Areas adjacent to high activity facilities, such as schools, golf courses, resorts, public water access, etc. (0 to 1 point). Placement Prioritization: • Points will be assessed for each of the above factors. • Locations with a score of 5 or above will be prioritized for Driver Feedback Sign placement. • Locations with the most points will be the highest priority. • If the Driver Feedback Signs are purchased by donated funds, the County will install if the site scores at least the minimum 5 points required, regardless of the priority. Funding: • As Driver Feedback Signs will be included in the Otter Tail County – County Roadway Safety Plan update, the primary funding source will be Highway Safety Improvements Plan (HSIP) funding provided by the Federal Highway Administration (FHWA) though the Minnesota Department of Transportation (Mn/DOT). • County may purchase and install systems at the two highest priority locations per year to accelerate the installation of the Driver Feedback Signs. • Driver Feedback Signs not included in the Otter Tail County – County Roadway Safety Plan may be purchased by the County, based on the above prioritization process. • Private citizens or groups may donate funds to the County for purchase of driver feedback signs. The Highway Department will prepare the necessary resolution for the Board of Commissioners to accept the donation. The signs will then be purchased, installed, and maintained by the Highway Department. Lakes Country Service Cooperative 1001 E. Mt. Faith, Fergus Falls, MN 56537 Jeremy Kovash, Executive Director Services Agreement This "Agreement" is entered into the 1st day of July 2021 ("Effective Date") between Lakes Country Service Cooperative, a public corporation ("LCSC"), and Otter Tail County centrally located in Fergus Falls, Minnesota ("Member"). For good and valuable consideration, the parties agree as follows: 1. Service. The Member agrees to purchase from LCSC, and LCSC agrees to perform on behalf of the Member, the following “Service": Through one or more designated LCSC staff, perform consultative services to support the Member's management of its environmental health and occupational safety programs, as further described in Exhibit A to this Agreement. 2. LCSC's Responsibilities: In furtherance of performing the Services, and in addition to any other obligations described herein, LCSC shall: Authorize and direct LCSC's Health and Safety Program to provide the Services to the Member. LCSC staff will provide the Services over the course of 18 days (equivalency) per year. The days of service may be a combination of remote and onsite. 3. Member's Responsibilities: Provide on-site workspace, internet access, and office related functions including print, copy, and fax capability for LCSC staff. Make employees available as needed by LCSC staff to provide the Service and assign a main contact person for LCSC staff. House and maintain required documents and records and implement the compliance programs. Complete action items resulting from a regulatory inspection and as determined by LCSC staff. Provide notice to LCSC staff of any changes that could affect the environmental health and occupational safety programs. 4. Payment. The Member agrees to pay LCSC for the Services as follows: a. $12,300.00 In addition, the annual Service cost may be adjusted based on services provided by the Member or an increase or decrease in square footage owned, leased, or managed by the Member. Notification of a price adjustment will be sent by LCSC 45 days prior to any adjustment. Fees for Services provided by LCSC in addition to those falling within the scope of the Service shall be paid according to LCSC standard fees. Fees not covered by this Agreement will be billed separately. LCSC will obtain prior approval from the Member before initiating additional billable services. 5. Term. The Service under this Agreement will begin July 1, 2021 and continue through June 30, 2022. Either party may terminate this Agreement early, effective as of the end of the Member's fiscal year, upon not less than 90-day notice given in writing prior to the end of a fiscal year. 6. Law Governing. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. All proceedings related to this Agreement shall be venued in the State of Minnesota, County of Otter Tail. 7. Insurance. LCSC agrees to hold and maintain general liability insurance and errors and omissions insurance specific to the duties of its employees providing the Service. The Member agrees to maintain general liability insurance and insurance necessary to cover claims related to the Service. Nothing in this Agreement shall constitute a waiver by either party of any statutory limitations, exclusions, or exceptions on liability. 1 P a g e 8. Risk Management Arrangements. It is recognized that LCSC is a cooperative of which Member is a member, and which is providing the Service as a function which otherwise would be provided by Member employees. The parties recognize that LCSC's liability for claims relating to the Service should be limited to any available insurance coverage and in any event to an amount not exceeding certain Service payments made, within the limits in this Section. The following arrangements are in furtherance of the foregoing: a. Indemnity. The Member agrees to indemnify and hold LCSC and its employees, agents or representatives harmless from all claims, demands, or liability, including attorney's fees, and related expenses, which arise out of or are in any manner connected with the Service, this Agreement, or the Member's operations. b. Standard of Performance; Disclaimer. LCSC makes no warranties, representations, or guarantees expressed or implied, regarding the Service or performance hereunder, and all such are hereby disclaimed by LCSC and waived by Member, including but not limited to any implied warranties of merchantability and fitness for a particular purpose. The Service will be provided and accepted on an "as is" "where is" basis, without recourse against LCSC. c. Limitation of Liability. In no event shall LCSC ever be liable to the Member or any third party, directly or indirectly, for any sum greater than the total amount of fees for Service actually paid to and received by LCSC in the six (6) month period immediately preceding any determination of liability. All other provisions of law, equity, or this agreement or any other document notwithstanding, this and any available insurance is the exclusive remedy available to district, and is in lieu of all other remedies available at law, in equity or otherwise. The foregoing does not, and shall not be construed or deemed to, create any circumstance, express or implied, under which LCSC may be liable to the Member, and shall not subvert the indemnity, release and other clauses in this Agreement for the benefit of LCSC. The provisions of this Section i) shall apply regardless of whether matters are based on breach of warranty, breach of contract, negligence, strict liability, tort, or any other legal theory, ii) shall apply to all matters, whether claimed by or through the Member or by or through third parties, including any students, employees, and governmental or regulatory agencies, and iii) shall survive the termination of the Agreement. 9. No Waiver. Nothing herein shall be construed to waive or limit any immunity from, or limitation on, liability available to either party, whether set forth in Minnesota Statutes Chapter 466 (Tort Liability, Political Subdivisions) or otherwise. 10. Modification. This writing contains the entire agreement between the parties and no alterations, variations, modifications, or waivers of the provisions of this agreement are valid unless reduced to writing, signed by both LCSC and the Member, and attached hereto. 11. Severability. The provisions of this Agreement shall be deemed severable. If any part of this Agreement is rendered void, invalid, or otherwise unenforceable, such rendering shall not affect the validity and enforceability of the remainder of this Agreement. IN WITNESS WHEREOF, Parties hereto have executed this agreement this day of ' 2021. LCSC MEMBER AGENCY LAKES COUNTRY SERVICE COOPERATIVE By: ________ By: ________ Authorized Official Date: ______________________ Date:_______________________ Authorized Official LCSC's Role Otter Tail County July 1, 2021 - June 30, 2022 Lakes Country Service Cooperative' s (LCSC) Health and Safety Program provides professional advice and assistance to Members as related to environmental health and occupational safety and in building a strong safety culture. LCSC assists the Member with workplace environmental health and occupational safety. Working with LCSC helps you maintain compliance and build a culture of safety which may lower injury and illness rates and reduce potential liabilities. LCSC staff works closely with a Member's administration and staff to prioritize health and safety needs. Part of that process is to develop an annual plan outlining the work to be conducted. A list of the areas in which LCSC staff may assist, and how, is listed in this Exhibit. LCSC staff will also provide a review of environmental and occupational health and safety policies and procedures, facility inspections, and training provided to staff by qualified trainers. If there is an additional charge for any work (sampling, coordination of abatement, etc.), LCSC staff will obtain prior approval. Member Role We ask the Member to provide on-site work space, internet access, and office related functions including print, copy, and fax capability as needed. The Member also agrees to be the repository for all documentation, to make employees available as needed and assign a main contact person for LCSC staff. As the employer, under law, the Member has the ultimate responsibility for environmental health and occupational safety in the workplace. Implementation of the programs/polices, storing of required documents and records, and completing action items resulting from a regulatory inspection is the responsibility of the Member. Overview The objectives of a health and safety program are to reduce the frequency and severity of injuries and accidents, to comply with regulations, and to provide a safe, healthful workplace. The Member needs to adopt and implement written plans and procedures for hazards or potential hazards existing in the workplace in accordance with state and federal regulations. LCSC staff can help a Member achieve these health and safety objectives by: • Assisting the member in recognizing and managing workplace hazards and help increase safety awareness for all employees; • Helping to ensure employee participation in the Health and Safety Program; • Assist in developing and reviewing plans and procedures based on both regulations and best practices to monitor and control the workplace environment. • Advise and assist the member in complying with all federal, state, and local safety regulations by developing and reviewing written management plans and procedures for the following potential hazards in the workplace. Please note this is not an all-encompassing list of services. Assistance is provided to the member agency based on the occupational hazards present in the workplace. 2 E x h i b i t A Below is a preliminary outline of work. Please note the work can change as directed by the County. Supervisors and Safety • Assist Supervisors in high hazard areas (Solid Waste, Highway Maintenance, and Facilities) in creating/implementing department specific procedures for hazards specific to their area. Trainings/Preparation • Department Specific o Highway Maintenance -Two scheduled sessions. Additional (forklift, seasonal) as needed. o Recycling & Redemption Center o Facilities I and II -Fergus Falls and New York Mills o Solid Waste Attendants o Public Health Nursing • Facility Inspections and Report Writing On-Going Work • Miscellaneous researching questions, etc. • Respirator/Respiratory • JSA Guidance 3 E x h i b i t A Parkers Prairie Garage, Henning Garage, Henning Transfer Station, Battle Lake Garage, and Battle Lake Transfer Station Erhard Garage, Pelican Rapids Garage, Pelican Rapids Transfer Station, Pelican Rapids Recycling Center, Vergas Garage, Phelps Mill, Phelps Mills sign shop and Office New York Mills Garage, New York Mills Transfer Station, New York Mills Offices, Ottertail Operations Center, Perham Highway (section of city garage) Government Services Center and 505 Building Courthouse and Fergus Falls Transfer Station Highway Garage 1, Sheriff Garage, Storage Garage, and Redemption Center Courts Administration/Jail RESOLUTION RESCINIDNG DECLARATION OF LOCAL STATE OF EMERGENCY Otter Tail County Resolution No. 2021 - Click here to enter text. WHEREAS, the spread of Novel Coronavirus Disease (COVID-19) in Otter Tail County has been significantly reduced and continuing cases are expected to be limited, and WHEREAS, the COVID-19 vaccine has been and continues to be available to the residents of Otter Tail County to help curtail the spread of the disease, and WHEREAS, the availability of Otter Tail County personnel and resources, in partnership with local, regional, and state healthcare and public safety partners, is now sufficient to manage continuing cases and spread of the disease; and WHEREAS, public and private sector services and resource inventories are returning to routine daily levels throughout the county, and WHEREAS, the Otter Tail County Emergency Management Director, in concert with the County Administrator and County Public Health Director, recommends that a state of emergency no longer exists in Otter Tail County, NOW THEREFORE BE IT RESOLVED, the Chair and members of the Otter Tail County Board of Commissioners declare that a local state of emergency declared on March 17, 2020, no longer exists in Otter Tail County, and rescinds Resolution No. 2020-27 effective July 1, 2021. BE IT FURTHER RESOLVED, the Board of Commissioners direct that temporary personnel policies and programs implemented to effectively provide flexibility for employees to continue to provide services to the public during the pandemic shall no longer be in effect effective July 1, 2021. BE IT FURTHER RESOLVED, the Board of Commissioners further direct: 1. The County Administrator and County Emergency Management Director to coordinate such actions as may be needed to continue the protection of lives and property in Otter Tail County and the recovery of the County from the impacts of the pandemic to the extent practical and as permitted by law and ordinance. 2. The County Administrator, County Emergency Management Director, and County Attorney to coordinate the reconstitution of county government services pursuant to the County’s Continuity of Operations Plan and other policies and programs adopted by the County Board of Commissioners to this effect. 3. County departments to review ordinances, regulatory requirements, operations, civil and legal proceedings, events, and resources that can and should be restored or continue pursuant to the continuing or newly adopted regulatory requirements of state, federal, and other authorities. 4. The County Administrator to continue to monitor and coordinate the acquisition and implementation of recovery assistance programs as may be available to Otter Tail County and its communities. 5. This resolution be given prompt and general publicity, and that it be filed promptly by the Board Clerk. The motion for the adoption of the foregoing resolution was introduced by Commissioner Click here to enter text., duly seconded by Commissioner Click here to enter text. and, after discussion thereof and upon vote being taken thereon, passed unanimously. Adopted at Fergus Falls, MN this 22nd day of June, 2021. OTTER TAIL COUNTY BOARD OF COMMISSIONERS Dated: Click here to enter text. By:____________________________________ Attest______________________________ Leland R. Rogness, Board of Commissioners Chair Nicole Hansen, Clerk STATE OF MINNESOTA ) ) COUNTY OF OTTER TAIL ) I, Nicole Hansen, the County Administrator, do hereby certify that the foregoing resolution is a true and correct copy of the resolution presented to and adopted by Otter Tail County at a duly authorized meeting therefore held on the 22nd day of June, 2021. ________________________________ Nicole Hansen, Clerk