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Board of Commissioners – Supporting Documents Compiled – 09/14/2021
OTTER TAIL COUNTY BOARD OF COMMISSIONERS SUPPORTING DOCUMENTS Tuesday, September 14, 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 08.24.2021 2.2 Warrants/Bills for 09.14.2021 2.3 Human Services & Public Health Warrants/Bills for 09.14.2021 2.4 Approval of Federal Equipment Grant Extension 2.8 Approval of Solid Waste Hauler's License for Tom Kraemer, Inc. 2.9 Request for Approval of Final Payment to City of Perham - S.A.P. 056-594-001 4.0 Tax Forfeited Repurchase Resolution – Bergerud 4.0 Amendment to June 22, 2021 Motion 5.0 Planning Commission Recommendation 6.0 SCORE Grant Agreement FY22-26 7.0 Redistricting Letter and Testimony 8.0 Request for Public Hearing - Tax Abatement Request 8.0 Modifications to Single Family Tax Rebate Program 8.0 Sale of Vergas Public Works Garage 9.0 Style-Heaven Holstein Feedlot Application 9.0 Style-Heaven Holstein Feedlot Newspaper Affidavit 9.0 Style-Heaven Holstein Feedlot Sample Letter 10.0 Hiring Request-Public Health Nurse 11.0 2020 Children's Mental Health Case Management Services 11.0 2020 Adult Mental Health Case Management Services 11.0 Otter Tail County Adult Mental Health Local Advisory Council Recommendations to the Commissioners 2021 Final 12.0 Request for Approval of Amendment to Construction Services Agreement with Houston Engineering - Perham to Pelican Rapids Regional Trail - 4001-401 Silent Lake Segment 13.0 Request for Approval of Geotechnical Evaluation Agreement with Braun Intertec - S.A.P. 056-667-043, Bridge 02516 Replacement 13.0 Request for Approval of Geotechnical Evaluation Agreement with Braun Intertec - S.A.P. 056-635-0YY 13.0 Request for Approval of Contracts & Bonds - S.A.P. 056-614-014, 4012-014 14.0 COVID Update COMMISSIONER'S VOUCHERS ENTRIES9/9/21 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 12:36PM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Parks and Trails Copyright 2010-2021 Integrated Financial Systems 09-507-510-0000-6278 23,864.90 PM SEC 106 - FISH PASSAGE 2902-2536-4 Engineering & Hydrological Testing N 50-000-000-0130-6857 200.00 APPLIANCE DISPOSAL 8/12/21 Appliance Disposal N 50-000-000-0150-6857 390.00 APPLIANCE DISPOSAL 8/12/21 Appliance Disposal N 50-000-000-0110-6857 410.00 APPLIANCE DISPOSAL 9/2/21 Appliance Disposal N 01-149-000-0000-6354 273.93 UNIT 1707 REPLACE WINDSHIELD 16070 Insurance Claims N 50-000-000-0170-6859 2,219.67 MISC RECYCLING 6546 Electronic Disposal N 50-000-000-0170-6859 1,700.99 MISC RECYCLING 6550 Electronic Disposal N 50-000-000-0140-6290 599.73 ACCT 1478400 AUG 2021 2222898 Contracted Services.N 01-201-000-0000-6396 511.00 TOW CF 21026072 TRAILBLAZER 890771 Special Investigation Y 01-201-000-0000-6396 511.00 TOW CF 21026072 DODGE TRUCK 890772 Special Investigation Y 01-042-000-0000-6406 15.75 A2RJVV5AA0WI1P CANNED AIR 1HC6-XX1N-HJRQ Office Supplies N 01-061-000-0000-6406 99.18 A2RJVV5AA0WI1P POWER STRIPS 131Y-WTMN-HGDT Office Supplies N 01-061-000-0000-6406 235.00 A2RJVV5AA0WI1P KEYBOARDS 1337-9GW3-PYR9 Office Supplies N 01-061-000-0000-6680 313.98 A2RJVV5AA0WI1P HEADSETS 1337-9GW3-TWTY Computer Hardware N 01-061-000-0000-6406 44.49 A2RJVV5AA0WI1P KEYBOARD 1HD3-NQPP-GG1T Office Supplies N 01-061-000-0000-6680 1,201.90 A2RJVV5AA0WI1P SWITCHES 1JW6-CVWX-4TKM Computer Hardware N 01-061-000-0000-6406 275.12 A2RJVV5AA0WI1P MOUSES/CASES 1MK1-JNGT-NKTW Office Supplies N 01-063-000-0000-6406 7.25 A2RJVV5AA0WI1P INK PAD 1HC6-XX1N-HJRQ Office Supplies N 6147 106 GROUP LTD/THE 23,864.906147 13408 A&A RECYCLING LLC 1,000.0013408 11409 ABRA FERGUS FALLS 273.9311409 14813 ALBANY RECYCLING CENTER 3,920.6614813 7588 ALEX RUBBISH & RECYCLING INC 599.737588 8803 ALLEN'S AUTO BODY & TOWING 1,022.008803 14386 AMAZON CAPITAL SERVICES 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 3 Transactions 1 Transactions 2 Transactions 1 Transactions 2 Transactions 106 GROUP LTD/THE A&A RECYCLING LLC ABRA FERGUS FALLS ALBANY RECYCLING CENTER ALEX RUBBISH & RECYCLING INC ALLEN'S AUTO BODY & TOWING Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-091-000-0000-6406 25.97 A2RJVV5AA0WI1P TAPE/DISPENSER 16QD-JY7F-HGJJ Office Supplies N 01-091-000-0000-6406 92.81 A2RJVV5AA0WI1P SUPPLIES 1YG3-YKLH-1KHX Office Supplies N 01-112-101-0000-6572 52.80 A2RJVV5AA0WI1P PART 1T3H-DXY3-DR6N Repair And Maintenance Supplies N 01-127-000-0000-6406 66.95 A2RJVV5AA0WI1P INK CARTRIDGE 11JN-JJ7Q-GKW1 Office Supplies N 01-201-000-0000-6396 1,256.00 A2RJVV5AA0WI1P CAMERAS 13WJ-C4RM-3P1C Special Investigation N 01-201-000-0000-6492 71.88 A2RJVV5AA0WI1P SUPPLIES 174K-TV7K-1XNP Police Equipment N 01-201-000-0000-6492 93.57 A2RJVV5AA0WI1P FOLDING SCALE 1FMD-G6P9-7HJ3 Police Equipment N 01-201-000-0000-6406 18.94 A2RJVV5AA0WI1P STAMPERS 1J3X-N6FD-4X6V Office Supplies N 01-201-000-0000-6526 296.95 A2RJVV5AA0WI1P BINOCULARS 1Q9F-TVL1-NNFG Uniforms N BRASEL/RYAN10519 01-201-000-0000-6406 49.99 A2RJVV5AA0WI1P KLEENEX 1TMJ-XFGR-GKND Office Supplies N 01-201-000-0000-6491 37.00 A2RJVV5AA0WI1P PADLOCKS 1TPH-J1FX-PDRQ General Supplies N 01-250-000-0000-6406 14.95 A2RJVV5AA0WI1P STICKY NOTES 17W1-YT6W-WLG4 Office Supplies N 01-250-000-0000-6432 13.99 A2RJVV5AA0WI1P PROPEL POWDER 17W1-YT6W-WLG4 Medical Incarcerated N 01-250-000-0000-6406 20.94 A2RJVV5AA0WI1P SUPPLIES 1VFG-RWRY-QLCQ Office Supplies N 01-250-000-0000-6491 25.49 A2RJVV5AA0WI1P BATTERIES 1VFG-RWRY-QLCQ Jail Supplies N 02-225-000-0000-6369 107.45 A2RJVV5AA0WI1P RIBBON/CARDS 1VMY-TKJN-P1J3 Miscellaneous Charges N 10-303-000-0000-6406 2,933.90 ACCT #A2RJVV5AA0WI1P-SUPPLIES 1JRM-FRRT-CQKH Office Supplies N 10-303-000-0000-6501 92.67 ACCT #A2RJVV5AA0WI1P-SUPPLIES 1MK1-JNGT-JCPR Engineering And Surveying Supplies N 50-000-000-0000-6848 45.82 A2RJVV5AA0WI1P PLANTER MOLDS 1FQW-HQ6P-4RTF Public Education N 01-205-000-0000-6273 2,000.00 ACCT 142997 AUTOPSY 5/11/21 AR018468 Coroner Expense N 50-000-000-0000-6290 19.04 ACCT 160002035 252000013281 Contracted Services N 50-000-000-0000-6290 19.04 ACCT 160002035 252000020705 Contracted Services N 50-390-000-0000-6290 19.04 ACCT 160002035 252000013281 Contracted Services.N 50-390-000-0000-6290 19.04 ACCT 160002035 252000020705 Contracted Services.N 50-399-000-0000-6290 33.04 ACCT 160002035 252000013281 Contracted Services.N 50-399-000-0000-6290 33.04 ACCT 160002035 252000020705 Contracted Services.N 10-301-000-0000-6264 6,224.20 ANNUAL SUPPORT INVB-028524 Data Processing Techn Support N 7,510.7414386 5244 ANOKA CO TREASURY OFFICE 2,000.005244 13620 ARAMARK UNIFORM SERVICES 142.2413620 13988 AVENU INSIGHTS & ANALYTICS LLC Page 3Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 27 Transactions 1 Transactions 6 Transactions AMAZON CAPITAL SERVICES INC ANOKA CO TREASURY OFFICE ARAMARK UNIFORM SERVICES Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 01-013-000-0000-6262 1,584.50 CLIENT SERVICES AUG 2021 AUG2021 Public Defender Y 50-000-000-0150-6291 2,580.00 ACCT 4965 ROLLOFF MAY-JUL 2021 JUL2021 Contract Transportation N 01-044-000-0000-6331 156.57 MEALS - VALUATION CLASS 8/27/21 Meals And Lodging N 01-044-000-0000-6331 482.32 LODGING - VALUATION CLASS 8/27/21 Meals And Lodging N 01-002-000-0000-6240 100.00 APPOINTMENT TO BRRWD BOARD 84044 Publishing & Advertising N 01-201-000-0000-6171 375.00 REF 22701 DMT-G CERTIFICATION 19158 Tuition And Education Expenses N 01-201-000-0000-6171 25.00 TAC WORKSHOP REGISTRATION 19267 Tuition And Education Expenses N WINDELS/LORI8425 10-304-000-0000-6565 2,084.52 DIESEL FUEL 39511 Fuels - Diesel N 10-000-000-0000-2270 250.00 2021-16 WORKING IN ROW DEPOSIT PERMIT #2021-1 Customer Deposits N 10-000-000-0000-2270 1,000.00 2021-14 APPROACH DEPOSIT REFUN PERMIT #2021-1 Customer Deposits N 6,224.2013988 15262 AVERY, ATTORNEY AT LAW/JILL 1,584.5015262 16 BALLARD SANITATION INC 2,580.0016 16172 BARLAGE-LILLEMON/MYA 638.8916172 11932 BARNESVILLE RECORD REVIEW 100.0011932 15204 BCA TRAINING 400.0015204 1386 BECKLUND OIL INC 2,084.521386 6469 BEERY/ELIZABETH 250.006469 6500 BELIVEAU/DAVID 1,000.006500 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 1 Transactions 1 Transactions 2 Transactions 1 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions AVENU INSIGHTS & ANALYTICS LLC AVERY, ATTORNEY AT LAW/JILL BALLARD SANITATION INC BARLAGE-LILLEMON/MYA BARNESVILLE RECORD REVIEW BCA TRAINING BECKLUND OIL INC BEERY/ELIZABETH BELIVEAU/DAVID Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-000-000-0110-6290 10.00 COOLER RENT 7567 Contracted Services.N 50-000-000-0130-6290 10.00 COOLER RENT 7687 Contracted Services.N 50-000-000-0130-6200 35.00 DRINKING WATER AH-5091 Telephone N 01-149-000-0000-6354 1,858.67 UNIT 20061 REPAIRS 0FDCF309 Insurance Claims N 01-201-000-0000-6304 250.00 TOW BOAT #6 8/6/21 17134 Repair And Maintenance N 01-201-000-0000-6396 250.00 TOW CF 21025383 7/31/21 35923 Special Investigation N 01-201-000-0000-6396 395.00 TOW CF 21023764 7/19/21 36190 Special Investigation N 50-399-000-0000-6304 348.50 UNIT 15987 REPLACE BRACKETS 12 Repair And Maint-Vehicles N 50-399-000-0000-6304 599.28 UNIT 15987 SOLENOID SWITCH 13 Repair And Maint-Vehicles N 01-250-000-0000-6399 16.99 ACCT OTTER011 CHAIN DISPLAY P05372 Sentence To Serve N 01-123-000-0000-6140 150.00 BA - PER DIEM 8/12/21 Per Diem Y 01-123-000-0000-6330 137.76 BA - MILEAGE 8/12/21 Mileage Y 10-304-000-0000-6315 664.20 NEW RADIO INSTALLATION, UNIT #INV-30589 Radio Repair Charges N 10-304-000-0000-6252 9.00 DRINKING WATER 139354 Water And Sewage N 10-304-000-0000-6252 7.00 DRINKING WATER 139355 Water And Sewage N 50-399-000-0000-6304 41.25 TIRE REPAIR 37042 Repair And Maint-Vehicles N 1755 BEN HOLZER UNLIMITED WATER LLC 55.001755 31803 BEYER BODY SHOP INC 3,701.4531803 533 BOBCAT OF OTTER TAIL COUNTY 16.99533 11652 BOYER/RODNEY 287.7611652 24 BRANDON COMMUNICATIONS INC 664.2024 3957 BRAUN VENDING INC 16.003957 10371 BRIAN'S REPAIR INC 41.2510371 Page 5Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 3 Transactions 6 Transactions 1 Transactions 2 Transactions 1 Transactions 2 Transactions 1 Transactions BEN HOLZER UNLIMITED WATER LLC BEYER BODY SHOP INC BOBCAT OF OTTER TAIL COUNTY BOYER/RODNEY BRANDON COMMUNICATIONS INC BRAUN VENDING INC BRIAN'S REPAIR INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 10-304-000-0000-6600 3,104.00 NEW WATER SERVICE HENNING GARA 35832 Site Improvement Expense N 09-507-570-4000-6683 500.00 P - JOB #4000 PARCEL 34 9/14/21 Right Of Way, Ect. West Segment N 02-612-000-0000-6330 94.08 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 10-304-000-0000-6600 4,965.00 NEW WATER SERVICE HENNING GARA 1099 Site Improvement Expense N 10-302-000-0000-6350 447.75 SERVICE 123144 Maintenance Contractor N 01-201-000-0000-6396 285.00 TOW CF 21024028 7/22/21 48689 Special Investigation N 01-201-000-0000-6304 32.27 UNIT 1704 OIL CHANGE 48794 Repair And Maintenance N 01-201-000-0000-6304 333.41 UNIT 1109 OIL CHG/BLOWER MOTOR 48797 Repair And Maintenance N 01-201-000-0000-6304 32.27 UNIT 1703 OIL CHANGE 48914 Repair And Maintenance N 01-201-000-0000-6304 59.00 UNIT 1309 WHEEL ALIGNMENT 48927 Repair And Maintenance N 01-201-000-0000-6304 104.89 UNIT 2005 OIL CHG/IMOUNT TIRES 48993 Repair And Maintenance N 01-201-000-0000-6304 32.27 UNIT 1704 OIL CHANGE 49082 Repair And Maintenance N 10-304-000-0000-6306 50.22 SERVICE 49007 Repair/Maint. Equip N 10-304-000-0000-6306 1,440.95 REPAIR 49007 Repair/Maint. Equip N 10-304-000-0000-6572 888.00 TIRES 49007 Repair And Maintenance Supplies N 10-303-000-0000-6369 4,135.00 SERVICE - CLEAN DITCH QUINN PR 11771 Miscellaneous Charges N 22-622-000-0621-6369 1,732.50 CLEAN PLUGGED CULVERT DITCH 21 0011597 Miscellaneous Charges Y 22-622-000-0642-6369 3,655.00 DIG NEW INLET TO TILE DITCH 42 0011602 Miscellaneous Charges Y 267 BROGARD PLUMBING HTG & EXC INC 3,104.00267 6441 BROWN/JEFFREY & JESSICA 500.006441 8095 BUELOW/DAVID 94.088095 6481 BURR INC 4,965.006481 1227 CARR'S TREE SERVICE INC 447.751227 8930 CERTIFIED AUTO REPAIR 3,258.288930 503 CHRISTENSEN CONSTRUCTION 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 1 Transactions 10 Transactions BROGARD PLUMBING HTG & EXC INC BROWN/JEFFREY & JESSICA BUELOW/DAVID BURR INC CARR'S TREE SERVICE INC CERTIFIED AUTO REPAIR Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba County Ditch Fund Copyright 2010-2021 Integrated Financial Systems 22-622-000-0644-6369 1,500.00 REMOVE BEAVER DAMS DITCH 44 0011671 Miscellaneous Charges Y 22-622-000-0608-6369 1,280.00 CLEAN OUT CULVERT DITCH 8 0011678 Miscellaneous Charges Y 22-622-000-0629-6369 1,120.00 REMOVE BEAVER DAM DITCH 29 0011689 Miscellaneous Charges Y 22-622-000-0608-6369 1,160.00 REMOVE BEAVER DAMS DITCH 8 0011705 Miscellaneous Charges Y 22-622-000-0629-6369 960.00 REMOVE BEAVER DAMS DITCH 29 0011705 Miscellaneous Charges Y 22-622-000-0641-6369 960.00 REMOVE BEAVER DAMS DITCH 41/65 0011705 Miscellaneous Charges Y 22-622-000-0629-6369 1,500.00 REMOVE BEAVER DAM DITCH 29 0011709 Miscellaneous Charges Y 22-622-000-0604-6369 1,600.00 REMOVE BEAVER DAMS DITCH 4 0011712 Miscellaneous Charges Y 22-622-000-0629-6369 1,280.00 REMOVE BEAVER DAM DITCH 29 0011717 Miscellaneous Charges Y 22-622-000-0616-6369 14,800.00 RIPRAP/LANDSCAPING DITCH 16 0011758 Miscellaneous Charges Y 22-622-000-0618-6369 7,470.00 CULVERT WORK DITCH 18/37 0011766 Miscellaneous Charges Y 22-622-000-0642-6369 2,170.00 CLEAN & RESHAPE DITCH 42 0011768 Miscellaneous Charges Y 01-122-000-0000-6240 84.48 SUBDIV CONTROLS ORDINANCE AD 15626 Publishing & Advertising N 01-250-000-0000-6491 2,200.00 EMSOTTERTAILJAILMN EXAM GLOVES 2108384 Jail Supplies N 50-000-000-0000-6290 1,183.00 OFFICE CLEANING AUG 2021 PA 046318 Contracted Services Y 01-149-000-0000-6369 150.25 UNIT 1775 GPS INSTALL 6530 Miscellaneous Charges N 01-149-000-0000-6369 150.25 UNIT 1776 GPS INSTALL 6531 Miscellaneous Charges N 01-149-000-0000-6369 139.75 UNIT 14996 REMOVE GPS 6533 Miscellaneous Charges N 01-149-000-0000-6369 150.25 UNIT 1761 GPS INSTALL 6540 Miscellaneous Charges N 01-201-000-0000-6315 679.25 UNIT 1802 REMOVE EQUIPMENT 6513 Radio Repair Charges N 01-201-000-0000-6304 52.25 UNIT 2002 COMPUTER DIAGNOSTIC 6515 Repair And Maintenance N 01-201-000-0000-6315 627.00 UNIT 1506 REMOVE EQUIPMENT 6517 Radio Repair Charges N 01-201-000-0000-6315 3,037.12 UNIT 2109 INITIAL UP-FIT 6519 Radio Repair Charges N 01-201-000-0000-6315 3,370.85 UNIT 2108 POLICE EQUIPMENT 6534 Radio Repair Charges N 45,322.50503 5580 CITIZEN'S ADVOCATE 84.485580 9688 CLEAN PLUS INC 2,200.009688 12058 CLEAN SWEEP COMMERCIAL SERVICES 1,183.0012058 9087 CODE 4 SERVICES INC 8,356.979087 Page 7Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 15 Transactions 1 Transactions 1 Transactions 1 Transactions 9 Transactions CHRISTENSEN CONSTRUCTION CITIZEN'S ADVOCATE CLEAN PLUS INC CLEAN SWEEP COMMERCIAL SERVICES CODE 4 SERVICES INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 10-303-000-0000-6278 240.74 STRUCTURAL METALS INS - NON DO P00013619 Engineering & Hydrological Testing N 10-303-000-0000-6278 318.43 TESTING P00013619 Engineering & Hydrological Testing N 01-250-000-0000-6342 6,247.10 CIS LICENSES & MAINT 237306 Service Agreements N 02-214-000-0000-6342 14,197.95 CIS LICENSES & MAINT 237306 Service Agreements N 02-214-000-0000-6348 4,560.00 CIS LICENSES & MAINT 237306 Software Maintenance Contract N 01-041-000-0000-6406 30.12 ACCT 2189988030 CALC RIBBONS 455626 Office Supplies N 01-042-000-0000-6406 15.39 ACCT 2189988030 DETECTOR PENS 455567 Office Supplies N 01-043-000-0000-6406 15.39 ACCT 2189988030 DETECTOR PENS 455567 Office Supplies N 01-250-000-0000-6406 50.32 ACCT 2189988556 SUPPLIES 455366 Office Supplies N 01-250-000-0000-6406 23.98 ACCT 2189988556 ENVELOPES 455373 Office Supplies N 01-250-000-0000-6491 11.77 ACCT 2189988556 FILTERS 455528 Jail Supplies N 01-601-000-0000-6406 9.93 ACCT 2189988760 ENVELOPE 455421 Office Supplies N 01-091-000-0000-6369 75.00 56-CR-21-550 SUBPOENA SERVICE 9342 Miscellaneous Charges N 10-304-000-0000-6252 55.20 DRINKING WATER - ACCT #267-000 Water And Sewage N 50-000-000-0170-6290 40.00 ACCT 327-00028118-5 8/31/21 Contracted Services.N 10-304-000-0000-6252 8.75 DRINKING WATER - ACCT #267-065 Water And Sewage N 10-304-000-0000-6252 8.75 DRINKING WATER - ACCT #267-098 Water And Sewage N 10-304-000-0000-6252 34.00 DRINKING WATER - ACCT #267-015 Water And Sewage N 608 COMMISSIONER OF TRANSPORTATION 559.17608 3068 COMPUTER INFORMATION SYSTEMS INC 25,005.053068 32603 COOPER'S OFFICE SUPPLY INC 156.9032603 7356 CROW WING CO SHERIFF'S OFFICE 75.007356 3710 CULLIGAN OF DETROIT LAKES 55.203710 5407 CULLIGAN OF ELBOW LAKE 40.005407 2364 CULLIGAN OF WADENA Page 8Audit 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 7 Transactions 1 Transactions 1 Transactions 1 Transactions COMMISSIONER OF TRANSPORTATION COMPUTER INFORMATION SYSTEMS INC COOPER'S OFFICE SUPPLY INC CROW WING CO SHERIFF'S OFFICE CULLIGAN OF DETROIT LAKES CULLIGAN OF ELBOW LAKE Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-000-000-0120-6290 40.50 ACCT 267-03388972-1 8/31/21 Contracted Services.N 01-112-101-0000-6572 2,165.85 ACCT 29176 REPLACE BATTERIES E8-62974 Repair And Maintenance Supplies N 01-112-101-0000-6342 1,359.19 ACCT 29176 INSPECTION E8-62975 Service Agreements N 01-112-108-0000-6572 175.74 ACCT 29176 REPLACE BATTERIES E8-62976 Repair And Maintenance Supplies N 01-112-108-0000-6342 1,087.43 ACCT 29176 FULL SERVICE E8-62977 Service Agreements N 01-112-109-0000-6342 1,245.38 ACCT 29176 FULL SERVICE E8-63169 Service Agreements N 02-705-000-1011-6290 180.00 EXCESS HOURS AUG 2021 5612 Branding/Website Y 01-149-000-0000-6210 452.99 INK TANK 5163 Postage & Postage Meter N 01-201-000-0000-6304 584.04 ACCT 5146 TIRES FOR UNIT 1710 571128 Repair And Maintenance N 10-304-000-0000-6565 368.35 D.E.F. FLUID 192715 Fuels - Diesel N 10-304-000-0000-6565 435.05 DELO ELC 50/50 192716 Fuels - Diesel N 10-304-000-0000-6565 1,995.76 DELO 400 10-30 192716 Fuels - Diesel N 10-304-000-0000-6565 284.95 D.E.F. FLUID 192716 Fuels - Diesel N 09-507-510-0000-6253 141.57 ACCT 1122 GARBAGE SEP2021 Garbage N 10-304-000-0000-6572 280.00 TIRE 83043 Repair And Maintenance Supplies N 92.002364 687 CUMMINS SALES & SERVICE 6,033.59687 15018 CYBERSPROUT LLC 180.0015018 14949 DAKOTA BUSINESS SOLUTIONS INC 452.9914949 6708 DAKOTA WHOLESALE TIRE INC 584.046708 9672 DEANS DISTRIBUTING 3,084.119672 1261 DENZEL'S REGION WASTE INC 141.571261 33013 DICK'S STANDARD Page 9Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 4 Transactions 5 Transactions 1 Transactions 1 Transactions 1 Transactions 4 Transactions 1 Transactions CULLIGAN OF WADENA CUMMINS SALES & SERVICE CYBERSPROUT LLC DAKOTA BUSINESS SOLUTIONS INC DAKOTA WHOLESALE TIRE INC DEANS DISTRIBUTING DENZEL'S REGION WASTE INC Otter Tail County Auditor ERGOMETRICS & APPLIED PERSONNEL RESEARCH COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 10-302-000-0000-6350 7,500.00 SERVICE 1035 Maintenance Contractor N 22-622-000-0648-6369 6,000.00 DITCH #48 EXCAVATOR HRS 1035 Miscellaneous Charges Y 02-612-000-0000-6330 39.20 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 01-123-000-0000-6140 225.00 BA - PER DIEM 8/12/21 Per Diem Y 01-123-000-0000-6330 76.16 BA - MILEAGE 8/12/21 Mileage Y 01-002-000-0000-6369 35.00 SNACKS FOR BOARD MTG 1/12/21 1/12/21 Miscellaneous Charges N 01-002-000-0000-6369 35.00 SNACKS FOR BOARD MTG 3/23/21 3/23/21 Miscellaneous Charges N 10-302-000-0000-6500 232.40 SUPPLIES 107091 Supplies N 50-000-000-0150-6300 488.30 FIX WASH OUT IN ROAD 32289 Building And Grounds Maintenance Y 13-012-000-0000-6369 60.00 LAW LIBRARY HOURS AUG 2021 AUG2021 Miscellaneous Charges Y 01-201-000-0000-6171 272.60 FRONTLINE NATIONAL TESTING 140754 Tuition And Education Expenses N 280.0033013 13736 DM ENTERPRISES 13,500.0013736 6198 DONAIS/BRINN 39.206198 15993 DONOHO/MICHAEL 301.1615993 11391 DOUBLE A CATERING 70.0011391 6487 DUININK CONCRETE 232.406487 941 EGGE CONSTRUCTION INC 488.30941 5430 EIFERT/DANA 60.005430 11889 272.6011889 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 2 Transactions 1 Transactions 2 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 TransactionsERGOMETRICS & APPLIED PERSONNEL RESEARCH DICK'S STANDARD DM ENTERPRISES DONAIS/BRINN DONOHO/MICHAEL DOUBLE A CATERING DUININK CONCRETE EGGE CONSTRUCTION INC EIFERT/DANA Otter Tail County Auditor General Fund Dedicated Accounts COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Copyright 2010-2021 Integrated Financial Systems 02-612-000-0000-6369 1,703.00 RINSE STATION SET UP 6365 Miscellaneous Charges N 50-399-000-0000-6306 677.50 REPAIR ROLL OFF #104 000074 Repair/Maint. Equip Y 50-399-000-0000-6565 891.99 ACCT 727196 SOY BIO DIESEL 5531 Fuels N 50-399-000-0000-6304 55.25 ACCT 13050 SUPPLIES 813640 Repair And Maint-Vehicles N 50-399-000-0000-6487 19.99 ACCT 13050 EXTRACTOR KIT 814061 Tools & Minor Equipment N 50-399-000-0000-6304 3.78 ACCT 13050 HOSE CLAMP 814379 Repair And Maint-Vehicles N 50-399-000-0000-6304 19.98 ACCT 13050 LIGHT 814452 Repair And Maint-Vehicles N 50-399-000-0000-6304 30.47 ACCT 13050 SUPPLIES 815004 Repair And Maint-Vehicles N 01-002-000-0000-6240 145.36 ACCT 530694 APPT BOARD BRRW 422097 Publishing & Advertising N 50-000-000-0130-6863 810.00 ACCT 18240 LEACHATE JUL 2021 35500 Leachate Disposal N 01-250-000-0000-6399 59.98 ACCT 5954 DRILL BIT SETS 104988 Sentence To Serve N 01-250-000-0000-6399 14.20 ACCT 5954 FASTENERS 105222 Sentence To Serve N 10-302-000-0000-6500 1,199.40 SUPPLIES 105059 Supplies N 10-302-000-0000-6500 280.00 SUPPLIES 105920 Supplies N 10-304-000-0000-6572 16.99 SUPPLIES 104430 Repair And Maintenance Supplies N 6461 EVER GREEN LAWNS 1,703.006461 13026 EZWELDING LLC 677.5013026 35594 FARMERS CO-OP OIL 891.9935594 373 FARNAM'S GENUINE PARTS INC 129.47373 35011 FERGUS FALLS DAILY JOURNAL 145.3635011 32679 FERGUS FALLS/CITY OF 810.0032679 5322 FERGUS HOME & HARDWARE 1,570.575322 2153 FERGUS POWER PUMP INC Page 11Audit 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 5 Transactions 1 Transactions 1 Transactions 5 Transactions EVER GREEN LAWNS EZWELDING LLC FARMERS CO-OP OIL FARNAM'S GENUINE PARTS INC FERGUS FALLS DAILY JOURNAL FERGUS FALLS/CITY OF FERGUS HOME & HARDWARE Otter Tail County Auditor FOTH INFRASTRUCTURE & ENVIRONMENT LLC COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-000-000-0130-6863 3,330.00 LEACHATE HAULING AUG 2021 46099 Leachate Disposal N 50-000-000-0170-6863 615.00 LEACHATE HAULING 9/2/21 46103 Leachate Disposal N 02-103-000-0000-6369 3,294.56 LAREDO USAGE JUL 2021 0228309-IN Miscellaneous Charges N 02-612-000-0000-6330 77.84 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 01-250-000-0000-6399 28.52 SUPPLIES FOR WOODSPLITTER 0183160 Sentence To Serve N 01-250-000-0000-6399 1,599.95 20TON WOODSPLITTER 182769 Sentence To Serve N 50-000-000-0000-6276 12,408.93 SOLID WASTE MASTER PLAN 74075 Professional Services N 50-000-000-0120-6276 1,011.87 HENNING TECH/GW SERVICES 74076 Professional Services N 50-000-000-0130-6276 5,406.07 NEOT TECH/GW SERVICES 74077 Professional Services N 02-612-000-0000-6330 71.68 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 01-201-000-0000-6276 37.50 COMPLIANCE CHECKS 8/10/21 Professional Services N 01-112-108-0000-6572 101.15 ACCT OTT100 AIR FLOW SWITCH X20316T3 Repair And Maintenance Supplies N 01-002-000-0000-6818 9,850.00 ACCT 46880 COMPENSATION STUDY 202132720 Board Contingency N 3,945.002153 13636 FIDLAR TECHNOLOGIES INC 3,294.5613636 16136 FORMANEK/ROBERT 77.8416136 959 FORTWENGLER ELECTRIC INC 1,628.47959 387 18,826.87387 15168 FREDERICK/PHILIP 71.6815168 6460 FRONNING/ASHLYN 37.506460 2 G & R CONTROLS INC 101.152 9218 GALLAGHER BENEFIT SERVICES INC Page 12Audit 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 2 Transactions 3 Transactions 1 Transactions 1 Transactions 1 Transactions FOTH INFRASTRUCTURE & ENVIRONMENT LLC FERGUS POWER PUMP INC FIDLAR TECHNOLOGIES INC FORMANEK/ROBERT FORTWENGLER ELECTRIC INC FREDERICK/PHILIP FRONNING/ASHLYN G & R CONTROLS INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-201-000-0000-6526 414.13 ACCT 1002151493 TASER/HOLDER 019066940 Uniforms N 01-201-000-0000-6526 42.91 ACCT 1002151493 TIES 019067621 Uniforms N 01-201-000-0000-6526 121.24 ACCT 1002151493 GUN LIGHT 019072668 Uniforms N 01-201-000-0000-6526 99.00 ACCT 1002151493 TRAINING BOOT 019103239 Uniforms N 01-201-000-0000-6526 229.95 ACCT 1002151493 BOOTS 019155695 Uniforms N 01-250-000-0000-6526 137.41 ACCT 5287917 PANTS 018975370 Uniforms N BOECKERS/MICHELLE14630 01-250-000-0000-6526 84.94 ACCT 5287917 LEATHERMAN 019014804 Uniforms N 01-250-000-0000-6526 76.20 ACCT 5287917 CUFFS/PANTS 019030239 Uniforms N JAEGER/NICOLE5734 01-250-000-0000-6526 73.24 ACCT 5287917 APEX PANTS 019155705 Uniforms N BERG/PRESTON15046 01-250-000-0000-6526 504.86 ACCT 5287917 LIGHT/HOLDER/BELT 019161938 Uniforms N ERDMANN/SCOTT7413 01-250-000-0000-6526 110.88 ACCT 5287917 FLASHLIGHT 019165652 Uniforms N JAEGER/NICOLE5734 01-201-000-0000-6433 1,800.00 ACCT GFA-0134 WELLNESS VISITS 3509820 Special Medical 6 01-044-000-0000-6331 92.66 MEALS - APPRAISAL COURSE 8/19/21 Meals And Lodging N 01-044-000-0000-6331 755.62 LODGING - APPRAISAL COURSE 8/19/21 Meals And Lodging N 01-043-000-0000-6342 2,410.00 ACCT OTT0751 MI PYMT PROCESS 211OTT0751 Service Agreements/Technical Support N 50-000-000-0170-6290 127.75 ACCT 12465 RODENT CONTROL 166109 Contracted Services.N 50-399-000-0000-6290 132.50 ACCT 7152 RODENT CONTROL 166073 Contracted Services.N 50-399-000-0000-6290 9.75 ACCT 7152 ODOR UNIT 166201 Contracted Services.N 9,850.009218 392 GALLS LLC 1,894.76392 16280 GARY FISCHLER & ASSOCIATES 1,800.0016280 5926 GAUSTAD/LYNETTE 848.285926 14795 GIRARD'S BUSINESS SOLUTIONS INC 2,410.0014795 5066 GODFATHER'S EXTERMINATING INC Page 13Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 11 Transactions 1 Transactions 2 Transactions 1 Transactions GALLAGHER BENEFIT SERVICES INC GALLS LLC GARY FISCHLER & ASSOCIATES GAUSTAD/LYNETTE GIRARD'S BUSINESS SOLUTIONS INC Otter Tail County Auditor HAGEN/STEPHANIE HAGEN-JOHNSON & DAVID M HEALTHCARE ENVIRONMENTAL SERVICES LLC COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 13-012-000-0000-6369 100.00 LAW LIBRARY HRS AUG 2021 AUG2021 Miscellaneous Charges N 01-112-000-0000-6572 206.69 ACCT 813640729 DRAIN CABLE 9018665068 Repair And Maintenance Supplies N 50-399-000-0000-6453 186.62 ACCT 832582571 BIB APRON 9019934026 Ppe & Safety Equip.&Supplies N 01-201-000-0000-6315 179.15 ACCT 03188 RADIO REPAIR 154008139-1 Radio Repair Charges N 01-201-000-0000-6315 189.55 ACCT 03188 RADIO REPAIR 154008247-1 Radio Repair Charges N 01-044-000-0000-6342 296.41 AGREE 013-1212517-000 30016130 Service Agreements N 01-044-000-0000-6331 38.83 MEALS - MAAP CONFERENCE 8/20/21 Meals And Lodging N 09-507-570-4000-6683 1,050.00 P - JOB #4000 PARCEL 36 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4002-6683 435.07 P - JOB #4002 PARCEL 67 9/14/21 Right Of Way, Ect.Silent Lk Segment N 09-507-570-4002-6683 448.27 T - JOB #4002 PARCEL 67 9/14/21 Right Of Way, Ect.Silent Lk Segment N 01-250-000-0000-6432 130.20 ACCT 325 WASTE DISPOSAL 59955 Medical Incarcerated N 270.005066 15941 GONTAREK/JONAH 100.0015941 52564 GRAINGER INC 393.3152564 11754 GRANITE ELECTRONICS INC 368.7011754 13522 GREATAMERICA FINANCIAL SVCS 296.4113522 9409 GREENE/JULIE 38.839409 6454 GREFSRUD/JARED & ERIN 1,050.006454 6456 883.346456 37755 130.2037755 Page 14Audit 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 2 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions HAGEN/STEPHANIE HAGEN-JOHNSON & DAVID M HEALTHCARE ENVIRONMENTAL SERVICES LLC GODFATHER'S EXTERMINATING INC GONTAREK/JONAH GRAINGER INC GRANITE ELECTRONICS INC GREATAMERICA FINANCIAL SVCS GREENE/JULIE GREFSRUD/JARED & ERIN Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-091-000-0000-6271 124.32 MILEAGE - MFIA BOARD MTG 8/5/21 Fraud Investigator Expenses N 01-091-000-0000-6271 10.85 MEAL - MFIA BOARD MTG 8/5/21 Fraud Investigator Expenses N 09-507-570-4004-6278 26,422.00 R005197-0034 MAPLEWOOD SEG 0055417 Engineering & Hydrological Maplewood SegN 09-507-570-4001-6278 33,070.93 R005197-0031 MCDONALD SEG 0055422 Engineering & Hydrological McDonald Seg N 09-507-570-4002-6278 33,070.93 R005197-0031 SILENT LAKE SEG 0055422 Engineering & Hydrological Silent Lk Seg N 10-303-000-0000-6278 430.00 SERVICE 0055415 Engineering & Hydrological Testing N 10-303-000-0000-6278 2,761.50 SERVICE 0055429 Engineering & Hydrological Testing N 01-201-000-0000-6276 37.50 COMPLIANCE CHECKS 8/10/21 Professional Services N 01-201-000-0000-6406 140.41 ACCT 9988526 SUPPLIES SUM-062725 Office Supplies N 50-000-000-0000-6406 31.32 ACCT 565373 SUPPLIES SUM-062712 Office Supplies N 10-303-000-0000-6683 10,580.00 SERVICE - ROW PLAT 40832 Right Of Way, Ect.N 10-303-000-0000-6683 4,100.00 SERVICE - ROW PLAT 44560 Right Of Way, Ect.N 50-000-000-0130-6290 5,272.60 PROJECT F2112025 STAKING 44561 Contracted Services.N 50-000-000-0170-6290 25,764.36 PROJECT F1900038 ENGINEERING 44574 Contracted Services.N 01-201-000-0000-6491 105.00 ACCT C00MNOTT1 DRYGAS 687316 General Supplies N 50-000-000-0110-6290 150.00 TOILET RENTAL 10902 Contracted Services.Y 50-000-000-0130-6290 200.00 TOILET RENTAL/CLEANING 10902 Contracted Services.Y 6914 HERMAN/CRYSTAL 135.176914 5835 HOUSTON ENGINEERING INC 95,755.365835 6459 HUUS/MAKAYLA 37.506459 38100 INNOVATIVE OFFICE SOLUTIONS LLC 171.7338100 10049 INTERSTATE ENGINEERING INC 45,716.9610049 1428 INTOXIMETERS INC 105.001428 11098 JAKE'S JOHNS LLC Page 15Audit 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 2 Transactions 4 Transactions 1 Transactions HERMAN/CRYSTAL HOUSTON ENGINEERING INC HUUS/MAKAYLA INNOVATIVE OFFICE SOLUTIONS LLC INTERSTATE ENGINEERING INC INTOXIMETERS INC Otter Tail County Auditor KESSLER SOILS ENGINEERING PRODUCTS INC COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 01-201-000-0000-6526 32.00 EMBROIDERY 92659 Uniforms N 01-250-000-0000-6452 299.40 CREW SWEATSHIRTS 92747 Prisioners Clothing Cost N 09-507-570-4000-6683 855.00 P - JOB #4000 PARCEL 22 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 313.50 T - JOB #4000 PARCEL 22 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 3,831.50 D - JOB #4000 PARCEL 22 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4002-6683 870.13 P - JOB #4002 PARCEL 67 9/14/21 Right Of Way, Ect.Silent Lk Segment N 09-507-570-4002-6683 896.53 T - JOB #4002 PARCEL 67 9/14/21 Right Of Way, Ect.Silent Lk Segment N 10-000-000-0000-2270 1,000.00 2021-23 APPROACH DEPOSIT REFUN PERMIT #2021-2 Customer Deposits N 02-612-000-0000-6330 141.12 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 10-304-000-0000-6572 181.98 SUPPLIES D 9744 Repair And Maintenance Supplies N 10-000-000-0000-2270 1,000.00 2021-05 APPROACH DEPOSIT REFUN PERMIT #2021-0 Customer Deposits N 10-303-000-0000-6501 2,063.50 K-100 A DCP KIT, TAG #001694 12025 Engineering And Surveying Supplies N 350.0011098 39324 JK SPORTS INC 331.4039324 6435 JMPK PROPERTIES LLC 5,000.006435 6455 JOHNSON/CRAIG T & JANE E 1,766.666455 6468 JOHNSON/ERIC & BRENDA 1,000.006468 6268 JOHNSON/KENT 141.126268 16236 JORGENSON/KURT 181.9816236 6501 KACHELMYER/LYLE 1,000.006501 6470 Page 16Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 2 Transactions 3 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions JAKE'S JOHNS LLC JK SPORTS INC JMPK PROPERTIES LLC JOHNSON/CRAIG T & JANE E JOHNSON/ERIC & BRENDA JOHNSON/KENT JORGENSON/KURT KACHELMYER/LYLE Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 10-304-000-0000-6572 557.35 SUPPLIES 9108879 Repair And Maintenance Supplies N 10-000-000-0000-2270 1,000.00 2021-42 APPROACH DEPOSIT REFUN PERMIT #2021-4 Customer Deposits N 09-507-570-4000-6683 1,395.00 T - JOB #4000 PARCEL 38 9/14/21 Right Of Way, Ect. West Segment N 02-612-000-0000-6330 88.48 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 01-250-000-0000-6526 96.58 SHIRTS & EMBROIDERY 17654 Uniforms N 01-044-000-0000-6241 175.00 LRAR REALTOR DUES 1587 Membership Dues N 01-201-000-0000-6433 95.76 LAB WORK CFS 21017487 6/6/21 3894286-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21016506 5/31/21 3894615-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21018298 6/12/21 3899961-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21019347 6/19/21 3904831-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21020173 6/26/21 3910135-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21021916 7/7/21 3918139-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21022485 7/11/21 3920686-0001 Special Medical N 01-201-000-0000-6433 95.76 LAB WORK CFS 21026200 6/6/21 3942039-0001 Special Medical N 01-205-000-0000-6273 1,028.00 ACCT OTAUD AUTOPSY ASSIST IVC00001766 Coroner Expense N 01-205-000-0000-6273 775.00 ACCT OTAUD TECH SERVICES IVC00001774 Coroner Expense N 2,063.506470 1002 KIMBALL MIDWEST 557.351002 6490 KOEHLER/MATTHEW 1,000.006490 6467 KRAEMER/JERRY F & MEGAN 1,395.006467 16137 KRESS/JEFF 88.4816137 7173 LAKE COUNTRY GRAPHICS INC 96.587173 14807 LAKE REGION ASSN OF REALTORS 175.0014807 79 LAKE REGION HEALTHCARE 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 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions KESSLER SOILS ENGINEERING PRODUCTS INC KIMBALL MIDWEST KOEHLER/MATTHEW KRAEMER/JERRY F & MEGAN KRESS/JEFF LAKE COUNTRY GRAPHICS INC LAKE REGION ASSN OF REALTORS Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-091-000-0000-6369 95.00 RECORD RESEARCH - G KEPPERS 8/17/21 Miscellaneous Charges 6 10-302-000-0000-6500 63.98 SUPPLIES J67310 Supplies N 23-705-000-0000-6240 75.00 SET UP FEE - JOB CAMPAIGN AD 2901 Publishing & Advertising N 23-705-000-0000-6240 750.00 DIGITAL BILLBOARD AD SEP 2021 2937 Publishing & Advertising N 50-000-000-0110-6565 162.40 ACCT 009080 FIELDMASTER 8/16 12494 Fuels N 50-000-000-0110-6565 91.56 ACCT 009080 FIELDMASTER 8/25 12546 Fuels N 50-000-000-0130-6565 204.45 ACCT 009080 LP GAS COMMERCIAL 68087 Fuels N 50-399-000-0000-6300 165.00 CLEAR DRAIN LINE 8/26/21 2348 Building And Grounds Maintenance N 50-000-000-0130-6276 1,060.00 MATTER 44599 REISSUE PERMIT 791898 Professional Services N 50-399-000-0000-6291 550.00 CARDBOARD 8/19/21 74501 Contract Transportation N 50-399-000-0000-6291 550.00 CARDBOARD 8/17/21 74507 Contract Transportation N 50-399-000-0000-6291 550.00 CARDBOARD 8/26/21 74523 Contract Transportation N 50-399-000-0000-6291 550.00 CARDBOARD 8/23/21 74524 Contract Transportation N 50-399-000-0000-6291 550.00 CARDBOARD 8/30/21 74525 Contract Transportation N 50-399-000-0000-6291 550.00 CARDBOARD 9/1/21 74526 Contract Transportation N 50-399-000-0000-6291 550.00 CARDBOARD 9/3/21 74530 Contract Transportation N 2,569.0879 25146 LAKELAND MENTAL HEALTH CENTER 95.0025146 3879 LAKES ACE HARDWARE 63.983879 6063 LAKES ADVERTISING LLC 825.006063 10350 LAKES AREA COOPERATIVE 458.4110350 5960 LAKES AREA DRAIN 165.005960 6000 LARKIN HOFFMAN DALY & LINDGREN LTD 1,060.006000 81 LARRY OTT INC TRUCK SERVICE Page 18Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 10 Transactions 1 Transactions 1 Transactions 2 Transactions 3 Transactions 1 Transactions 1 Transactions LAKE REGION HEALTHCARE LAKELAND MENTAL HEALTH CENTER LAKES ACE HARDWARE LAKES ADVERTISING LLC LAKES AREA COOPERATIVE LAKES AREA DRAIN LARKIN HOFFMAN DALY & LINDGREN LTD Otter Tail County Auditor LEIGHTON BROADCASTING - FERGUS FALLS COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 01-123-000-0000-6140 150.00 BA - PER DIEM 8/12/21 Per Diem Y 01-123-000-0000-6330 85.12 BA - MILEAGE 8/12/21 Mileage Y 01-061-000-0000-6330 71.68 MILEAGE - JULY/AUG 2021 AUG2021 Mileage N 10-304-000-0000-6572 447.31 SUPPLIES 9308699535 Repair And Maintenance Supplies N 01-123-000-0000-6140 300.00 BA - PER DIEM 8/12/21 Per Diem Y 01-123-000-0000-6330 142.80 BA - MILEAGE 8/12/21 Mileage Y 50-000-000-0000-6240 172.50 MINNESOTA TWINS 2021 174353-7 Publishing & Advertising N 50-000-000-0000-6240 160.00 MN VIKINGS 181405-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 HH DROP OFF DATES - ROTHSAY 176688-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 PARKERS PRAIRIE DROP-OFF DATES 181857-1 Publishing & Advertising N 50-390-000-0000-6240 144.00 PARKERS PRAIRIE DROP-OFF DATES 181859-1 Publishing & Advertising N 50-000-000-0130-6858 510.15 ACCT 60635 TIRE DISPOSAL 2108108 Tire Disposal N 50-000-000-0150-6858 681.40 ACCT 60641 TIRE DISPOSAL 2108110 Tire Disposal N 22-622-000-0615-6369 104.53 DITCH #15 SPRAYING 13386 Miscellaneous Charges Y 22-622-000-0621-6369 356.69 DITCH #21 SPRAYING 13386 Miscellaneous Charges Y 22-622-000-0637-6369 356.69 DITCH #37 SPRAYING 13386 Miscellaneous Charges Y 3,850.0081 15078 LARSON/DOUG 235.1215078 41525 LARUM/PAT 71.6841525 1020 LAWSON PRODUCTS INC 447.311020 11658 LEE/THOMAS 442.8011658 198 764.50198 10094 LIBERTY TIRE RECYCLING LLC 1,191.5510094 14149 LM ROAD SERVICES LLC Page 19Audit 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 2 Transactions 5 Transactions 2 Transactions LEIGHTON BROADCASTING - FERGUS FALLS LARRY OTT INC TRUCK SERVICE LARSON/DOUG LARUM/PAT LAWSON PRODUCTS INC LEE/THOMAS LIBERTY TIRE RECYCLING LLC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba County Ditch Fund Copyright 2010-2021 Integrated Financial Systems 22-622-000-0656-6369 1,266.89 DITCH #56 SPRAYING 13386 Miscellaneous Charges Y 22-622-000-0664-6369 1,023.63 DITCH #64 SPRAYING 13386 Miscellaneous Charges Y 50-000-000-0130-6306 10.00 ACCT 23-52F1 DANGER SIGN 0294656-IN Repair/Maint. Equip N 50-399-000-0000-6379 23.98 ACCT 23-52A28 GLOVES 0294654-IN Miscellaneous Charges N 50-399-000-0000-6379 33.00 ACCT 23-52A28 EXTENSION POLE 0294995-IN Miscellaneous Charges N 02-612-000-0000-6330 64.40 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 09-507-570-4000-6683 456.00 P - JOB #4000 PARCEL 57 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 1,225.50 T - JOB #4000 PARCEL 57 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 2,318.50 D - JOB #4000 PARCEL 57 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 252.00 P - JOB #4000 PARCEL 27 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 108.00 T - JOB #4000 PARCEL 27 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 240.00 D - JOB #4000 PARCEL 27 9/14/21 Right Of Way, Ect. West Segment N 10-302-000-0000-6515 1,957.80 SIGNS 213465 Signs And Posts N 10-302-000-0000-6515 2,442.75 SUPPLIES 213466 Signs And Posts N 10-303-000-0000-6501 156.59 SIGNS 213464 Engineering And Surveying Supplies N 01-122-000-0000-6342 171.46 ACCT 35700038 CN 500-0491119 451183206 Service Agreements N 01-250-000-0000-6342 325.09 ACCT 35700038 CN 500-0461307 451991640 Service Agreements N 3,108.4314149 41638 LOCATORS & SUPPLIES INC 66.9841638 15172 LOE/DORIS 64.4015172 6442 LOREDO/BETTY A 4,000.006442 6436 LUNDQUIST/ROBERT A & LYNN M 600.006436 511 M-R SIGN CO INC 4,557.14511 36132 MARCO INC ST LOUIS 496.5536132 Page 20Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 5 Transactions 3 Transactions 1 Transactions 3 Transactions 3 Transactions 3 Transactions 2 Transactions LM ROAD SERVICES LLC LOCATORS & SUPPLIES INC LOE/DORIS LOREDO/BETTY A LUNDQUIST/ROBERT A & LYNN M M-R SIGN CO INC MARCO INC ST LOUIS Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-061-000-0000-6342 1,611.40 ACCT OT00 CN 115529-03 INV9072239 Service Agreements N 10-302-000-0000-6511 44,027.21 HOT MIX 34251-1 Bituminous Mix N 10-302-000-0000-6511 35,901.77 HOT MIX 34474-1 Bituminous Mix N 10-302-000-0000-6511 26,911.27 HOT MIX 34529-1 Bituminous Mix N 10-302-000-0000-6511 35,732.04 HOT MIX 34600-1 Bituminous Mix N 50-000-000-0130-6300 49.97 ACCT 984898 ENAMEL PAINT 097462 Building And Grounds Maintenance N 50-000-000-0130-6306 23.19 ACCT 984898 SUPPLIES 097462 Repair/Maint. Equip N 01-123-000-0000-6140 300.00 BA - PER DIEM 8/12/21 Per Diem Y 01-123-000-0000-6330 184.80 BA - MILEAGE 8/12/21 Mileage Y 01-149-000-0000-6354 50.00 ACCT 1140 ADD CEQ - BOBCAT 5988 Insurance Claims N 01-250-000-0000-6449 14,033.50 HEALTHCARE SERVICES SEP 2021 6034 Medical Agreements 6 01-250-000-0000-6435 300.81 DRUG TESTING SUPPLIES DT 0821118 Drug Testing N 02-612-000-0000-6330 114.24 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 2721 MARCO TECHNOLOGIES LLC 1,611.402721 1026 MARK SAND & GRAVEL CO 142,572.291026 9930 MARKS FLEET SUPPLY INC 73.169930 16072 MARTHALER/TERENCE 484.8016072 546 MCIT 50.00546 10425 MEND CORRECTIONAL CARE 14,033.5010425 8089 MIDWEST MONITORING & SURVEILANCE 300.818089 16138 MILLER/JACOB 114.2416138 Page 21Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 4 Transactions 2 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions MARCO TECHNOLOGIES LLC MARK SAND & GRAVEL CO MARKS FLEET SUPPLY INC MARTHALER/TERENCE MCIT MEND CORRECTIONAL CARE MIDWEST MONITORING & SURVEILANCE MILLER/JACOB Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-042-000-0000-6406 70.00 ACCT ARC-001734 TITLE PAPER SOI-098918 Office Supplies N 01-127-000-0000-6304 107.76 ACCT 9988312 OIL CHG/WIPERS 781313 Repair & Maintenance N 10-304-000-0000-6572 49.97 PARTS 236480 Repair And Maintenance Supplies N 10-304-000-0000-6306 49.70 SERVICE 779887 Repair/Maint. Equip N 10-304-000-0000-6306 50.89 SERVICE 780623 Repair/Maint. Equip N 10-304-000-0000-6306 50.65 SERVICE 780691 Repair/Maint. Equip N 10-304-000-0000-6306 82.60 SERVICE 780754 Repair/Maint. Equip N 10-304-000-0000-6306 54.60 SERVICE 780794 Repair/Maint. Equip N 10-304-000-0000-6306 54.60 SERVICE 781241 Repair/Maint. Equip N 10-304-000-0000-6306 63.35 SERVICE 781355 Repair/Maint. Equip N 10-304-000-0000-6306 50.65 SERVICE 781368 Repair/Maint. Equip N 10-304-000-0000-6306 50.65 SERVICE 781686 Repair/Maint. Equip N 10-304-000-0000-6306 49.70 SERVICE 781845 Repair/Maint. Equip N 01-031-000-0000-6369 28.00 ACCT 1143-12 SHREDDING SERVICE 426254 Miscellaneous Charges N 01-091-000-0000-6342 23.00 ACCT 1143-10 SHREDDING SERVICE 426253 Service Agreements N 01-201-000-0000-6342 53.00 ACCT 1159 SHREDDING SERVICES 426259 Service Agreements N 10-304-000-0000-6306 10.00 SERVICE - 742188 PRESSURE VESS ABR0261454X Repair/Maint. Equip N 01-045-000-0000-6266 23,598.00 AUDIT SERVICES 3/31-8/3/21 71273 Audit Cost N 10-301-000-0000-6266 2,844.00 AUDIT 71275 Audit Cost N 10-303-000-0000-6278 11,994.30 SERVICE 27815 Engineering & Hydrological Testing N 10-303-000-0000-6278 22,092.41 SERVICE 27875 Engineering & Hydrological Testing N 2929 MINNCOR INDUSTRIES 70.002929 42863 MINNESOTA MOTOR COMPANY 715.1242863 7661 MINNKOTA ENVIRO SERVICES INC 104.007661 928 MN DEPT OF LABOR & INDUSTRY 10.00928 565 MN STATE AUDITOR 26,442.00565 6012 MOORE ENGINEERING INC Page 22Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 1 Transactions 12 Transactions 3 Transactions 1 Transactions 2 Transactions MINNCOR INDUSTRIES MINNESOTA MOTOR COMPANY MINNKOTA ENVIRO SERVICES INC MN DEPT OF LABOR & INDUSTRY MN STATE AUDITOR Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 10-304-000-0000-6300 136.47 SERVICE 1142 Building And Grounds Maintenance N 02-612-000-0000-6330 72.24 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 01-201-000-0000-6304 1,514.25 ACCT 7365421 UNIT 1705 REPAIRS 6249753 Repair And Maintenance N 01-201-000-0000-6304 5,269.92 ACCT 7365421 UNIT 1705 REPAIRS 6251250 Repair And Maintenance N 01-201-000-0000-6304 1,105.94 ACCT 7365421 UNIT 1907 REPAIRS 6252211 Repair And Maintenance N 01-250-000-0000-6406 141.81 ROUTING SLIPS NB-2194 Office Supplies N 10-000-000-0000-2270 1,000.00 2021-09 APPROACH DEPOSIT REFUN PERMIT #2021-0 Customer Deposits N 01-112-108-0000-6485 567.96 ACCT 655-790197 SUPPLIES 34267 Custodian Supplies N 01-112-101-0000-6485 1,036.25 ACCT 655-790197 SUPPLIES 34268 Custodian Supplies N 01-122-000-0000-6240 84.48 SUBDIV CONTROLS ORDINANCE AD 15675 Publishing & Advertising N 01-123-000-0000-6140 375.00 BA - PER DIEM 8/12/21 Per Diem Y 01-123-000-0000-6330 225.12 BA - MILEAGE 8/12/21 Mileage Y 34,086.716012 6496 MR PLUMBER LLC 136.476496 15174 MUCHOW/GREGORY 72.2415174 43227 NELSON AUTO CENTER INC 7,890.1143227 88000 NELSON BROTHERS PRINTING 141.8188000 43482 NELSON/STEFAN 1,000.0043482 595 NETWORK SERVICES COMPANY 1,604.21595 13242 NEW YORK MILLS DISPATCH 84.4813242 14655 NEWVILLE/DARREN Page 23Audit 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 3 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions MOORE ENGINEERING INC MR PLUMBER LLC MUCHOW/GREGORY NELSON AUTO CENTER INC NELSON BROTHERS PRINTING NELSON/STEFAN NETWORK SERVICES COMPANY NEW YORK MILLS DISPATCH Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-201-000-0000-6304 734.60 ACCT 57522 UNIT 2007 TIRES 27000512 Repair And Maintenance N 01-201-000-0000-6304 42.74 ACCT 57522 UNIT 1806 OIL CHG 27000597 Repair And Maintenance N 50-000-000-0170-6565 324.93 ACCT 20446 DIESEL 8/5/21 9975-2 Fuels - Diesel N 01-112-000-0000-6275 165.22 ACCT MN OTERCO01 11 TICKETS E174017 Fiber Locating Service N 01-149-000-0000-6354 8,850.00 LIGHT POLE/BASE CSAH 84/HWY 10 13409 Insurance Claims N 01-201-000-0000-6433 60.00 ACCT O2415 MANTOUX TEST 573 Special Medical N KARGER/JON2237 01-201-000-0000-6433 60.00 ACCT O2415 MANTOUX TEST 574 Special Medical N 01-201-000-0000-6391 1,275.00 REIMB CPR/FIRST AID CLASSES 8/16/21 Posse N 10-301-000-0000-6369 113.38 DITCH WAGES - KEVIN 8/3/21 Miscellaneous Charges N 10-301-000-0000-6369 283.45 DITCH WAGES - KEVIN 7/22/21 Miscellaneous Charges N 10-301-000-0000-6369 56.69 DITCH WAGES - KEVIN 8/11/21 Miscellaneous Charges N 10-301-000-0000-6369 113.38 DITCH WAGES - KEVIN 7/21/21 Miscellaneous Charges N 10-301-000-0000-6369 56.69 DITCH WAGES - KEVIN 8/10/21 Miscellaneous Charges N 10-301-000-0000-6369 396.82 DITCH WAGES - KEVIN 7/26/21 Miscellaneous Charges N 10-301-000-0000-6369 56.69 DITCH WAGES - KEVIN 7/29/21 Miscellaneous Charges N 600.1214655 6407 NORTHWEST TIRE INC 777.346407 612 OLSON OIL CO INC 324.93612 5093 ONE CALL LOCATORS LTD 165.225093 10890 OTTER ELECTRIC LLC 8,850.0010890 115 OTTER TAIL CO PUBLIC HEALTH 120.00115 10009 OTTER TAIL CO SHERIFF'S POSSE 1,275.0010009 127 OTTER TAIL CO TREASURER Page 24Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions NEWVILLE/DARREN NORTHWEST TIRE INC OLSON OIL CO INC ONE CALL LOCATORS LTD OTTER ELECTRIC LLC OTTER TAIL CO PUBLIC HEALTH OTTER TAIL CO SHERIFF'S POSSE Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Road And Bridge Fund Copyright 2010-2021 Integrated Financial Systems 10-301-000-0000-6369 56.69 DITCH WAGES - KEVIN 7/28/21 Miscellaneous Charges N 10-301-000-0000-6369 56.69 DITCH WAGES - KEVIN 7/27/21 Miscellaneous Charges N 10-303-000-0000-6278 85.03 DITCH WAGES - KEVIN 7/20/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 340.14 DITCH WAGES - KEVIN 7/29/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 113.38 DITCH WAGES - KEVIN 7/19/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 170.07 DITCH WAGES - KEVIN 8/10/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 170.07 DITCH WAGES - KEVIN 8/3/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 170.07 DITCH WAGES - KEVIN 8/13/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 113.38 DITCH WAGES - KEVIN 8/12/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 340.14 DITCH WAGES - KEVIN 7/21/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 340.14 DITCH WAGES - KEVIN 8/11/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 56.69 DITCH WAGES - KEVIN 7/26/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 85.03 DITCH WAGES - KEVIN 8/9/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 170.07 DITCH WAGES - KEVIN 8/4/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 226.76 DITCH WAGES - KEVIN 7/27/21 Engineering & Hydrological Testing N 10-303-000-0000-6278 113.38 DITCH WAGES - KEVIN 7/28/21 Engineering & Hydrological Testing N 10-304-000-0000-6565 38.00 EQUIP RENTAL FOR PM FISH PASSA Fuels - Diesel N 10-304-000-0000-6565 58.00 EQUIP RENTAL FOR ECHO BAY - KE Fuels - Diesel N 01-149-000-0000-6354 2,635.14 ACCT 22007 REPLACE LIGHT POLE 369000 Insurance Claims N 50-000-000-0120-6291 2,734.83 HAULING CHARGES 8/9/21 39370 Contract Transportation N 50-000-000-0170-6291 6,579.52 HAULING CHARGES 8/9/21 39370 Contract Transportation N 50-000-000-0120-6291 1,649.12 HAULING CHARGES 8/16/21 39372 Contract Transportation N 50-000-000-0170-6291 6,387.44 HAULING CHARGES 8/16/21 39372 Contract Transportation N 50-000-000-0120-6291 4,122.80 HAULING CHARGES 8/23/21 39374 Contract Transportation N 50-000-000-0170-6291 9,869.28 HAULING CHARGES 8/23/21 39374 Contract Transportation N 50-399-000-0000-6291 1,485.20 HAULING CHARGES 8/9/21 39370 Contract Transportation N 50-399-000-0000-6291 2,970.40 HAULING CHARGES 8/16/21 39372 Contract Transportation N 50-399-000-0000-6291 2,970.40 HAULING CHARGES 8/23/21 39374 Contract Transportation N 50-000-000-0130-6278 168.00 ACCT 10-113622 ANALYSIS 21100328260 Engineering & Hydrological Testing N 3,588.83127 2385 OTTER TAIL POWER COMPANY 2,635.142385 7392 OTTERTAIL TRUCKING INC 38,768.997392 6259 PACE ANALYTICAL SERVICES INC Page 25Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates - - 25 Transactions 1 Transactions 9 Transactions OTTER TAIL CO TREASURER OTTER TAIL POWER COMPANY OTTERTAIL TRUCKING INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-000-000-0130-6278 317.00 ACCT 10-113622 ANALYSIS 21100332738 Engineering & Hydrological Testing N 01-122-000-0000-6240 148.40 SUBDIV CONTROLS ORDINANCE AD 2107049 Publishing & Advertising N 01-031-000-0000-6276 166.50 20206302-000M EMPLOY MATTERS 16 Professional Services Y 10-000-000-0000-2270 1,000.00 2021-16 APPROACH DEPOSIT REFUN PERMIT #2021-1 Customer Deposits N 50-399-000-0000-6306 1,250.00 BLASH & REPAINT DUMPSTER #2124 000325 Repair/Maint. Equip Y 50-399-000-0000-6306 1,250.00 BLAST & PAINT DUMPSTER #2125 000661 Repair/Maint. Equip Y 02-612-000-0000-6330 81.14 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 02-612-000-0000-6330 142.69 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 02-612-000-0000-6330 62.16 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 01-250-000-0000-6436 475.00 PYSCH ASSESSMENT - PETERSON 21-192 New hire start up cost 6 485.006259 70 PARKERS PRAIRIE INDEPENDENT LLC/THE 148.4070 137 PEMBERTON LAW PLLP 166.50137 6474 PERALA/CORY 1,000.006474 7145 PETE'S AUTOBODY LLC 2,500.007145 15190 PETERSON/CODY 81.1415190 15175 PETERSON/JOEL 142.6915175 16140 PETERSON/KADEN 62.1616140 13134 PHILLIPPI/DR JAY 475.0013134 11290 PHOENIX SUPPLY Page 26Audit 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 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions PACE ANALYTICAL SERVICES INC PARKERS PRAIRIE INDEPENDENT LLC/THE PEMBERTON LAW PLLP PERALA/CORY PETE'S AUTOBODY LLC PETERSON/CODY PETERSON/JOEL PETERSON/KADEN PHILLIPPI/DR JAY Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-250-000-0000-6491 79.77 BLACK FLEX PENS 23344 Jail Supplies N 01-250-000-0000-6491 239.62 PILLOW COVERS 23355 Jail Supplies N 10-302-000-0000-6343 3,090.00 EQUIPMENT RENTAL R1809054 Equipment Rental N 10-302-000-0000-6343 3,090.00 EQUIPMENT RENTAL R1819454 Equipment Rental N 10-304-000-0000-6572 117.82 PARTS P3162649 Repair And Maintenance Supplies N 10-304-000-0000-6572 219.27 PARTS P3189349 Repair And Maintenance Supplies N 01-091-000-0000-6276 1,600.00 RECORD REVIEW - J SOLMON 8/30/21 Professional Services Y 50-000-000-0170-6300 1,660.69 2 LOADCELLS JW-101016 Building And Grounds Maintenance N 50-399-000-0000-6565 621.12 ACCT 71928252 PROPANE AUG 2021 65790250 Fuels N 01-149-000-0000-6369 1,240.00 ACCT 679827 5MB DATA PLAN 200-1031987 Miscellaneous Charges N 01-149-000-0000-6369 3,028.31 ACCT 679827 SIM CARDS/ANTENNAS 200-1032356 Miscellaneous Charges N 01-149-000-0000-6369 1,280.00 ACCT 679827 5MB DATA PLAN 200-1032430 Miscellaneous Charges N 10-304-000-0000-6342 994.56 SERVICE 200-1032427 Service Agreements N 10-304-000-0000-6300 5,350.00 SERVICE 2023 Building And Grounds Maintenance N 50-000-000-0150-6290 10.50 ACCT 376004 SEP 2021 SEP2021 Contracted Services.N 319.3911290 8842 POWERPLAN OIB 6,517.098842 15836 POWERS PSYD LP PLLC/AMANDA 1,600.0015836 12940 PRAIRIE SCALE SYSTEMS INC 1,660.6912940 3867 PRAXAIR DISTRIBUTION INC 621.123867 12526 PRECISE MRM LLC 6,542.8712526 15542 PREMIER ELECTRIC INC 5,350.0015542 3730 PREMIUM WATERS INC Page 27Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 2 Transactions 4 Transactions 1 Transactions 1 Transactions 1 Transactions 4 Transactions 1 Transactions PHOENIX SUPPLY POWERPLAN OIB POWERS PSYD LP PLLC/AMANDA PRAIRIE SCALE SYSTEMS INC PRAXAIR DISTRIBUTION INC PRECISE MRM LLC PREMIER ELECTRIC INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 01-201-000-0000-6395 455.00 INSPECT/TEST SCUBA CYLINDERS 103942 Dive Team N 10-302-000-0000-6350 270.00 SWEEPING 17801 Maintenance Contractor N 01-127-000-0000-6276 1,018.21 GIS TECH SUPPORT 005679 Professional Services N 01-250-000-0000-6432 300.00 X-RAY CLAIMS 398912;398915 INV021282 Medical Incarcerated 6 14-043-000-0000-6687 7,121.10 LEASE N18021053 PYMT N9015501 Equipment- Current Year N 01-201-000-0000-6490 196.89 SILHOUETTE TARGETS 22102700 Ammo, Shooting Supplies N 01-204-000-0000-6675 34,795.00 2022 LUND BOAT 9/1/21 Machinery And Automotive Equipment N 01-112-000-0000-6572 17.67 ACCT 0313001 BELT P3404649 Repair And Maintenance Supplies N 50-000-000-0170-6306 2,124.95 ACCT 2382018 BACKHOE REPAIR W3642749 Repair/Maint. Equip N 50-399-000-0000-6304 112.93 ACCT 9660 HOSE 758104F Repair And Maint-Vehicles N 10.503730 15627 PRO HYDRO-TESTING LLC 455.0015627 3871 PRO SWEEP INC 270.003871 1836 PRO-WEST & ASSOCIATES INC 1,018.211836 11855 PROFESSIONAL PORTABLE X-RAY INC 300.0011855 12047 QUADIENT LEASING USA INC 7,121.1012047 4318 QUALIFICATION TARGETS INC 196.894318 15293 RAYS SPORT & MARINE - PERHAM 34,795.0015293 9166 RDO EQUIPMENT CO 2,142.629166 8622 RDO TRUCK CENTERS Page 28Audit 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 2 Transactions PREMIUM WATERS INC PRO HYDRO-TESTING LLC PRO SWEEP INC PRO-WEST & ASSOCIATES INC PROFESSIONAL PORTABLE X-RAY INC QUADIENT LEASING USA INC QUALIFICATION TARGETS INC RAYS SPORT & MARINE - PERHAM RDO EQUIPMENT CO Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-399-000-0000-6304 56.40 ACCT 9660 AIR SPRING 758190F Repair And Maint-Vehicles N 50-399-000-0000-6304 219.77 ACCT 9660 AIR SPRING 758307F Repair And Maint-Vehicles N 50-399-000-0000-6304 56.40 ACCT 9660 AIR SPRING CM758190F Repair And Maint-Vehicles N 01-112-109-0000-6342 229.00 ACCT 18458 FALL EXTERIOR SPRAY 59485 Service Agreements N 01-601-000-0000-6292 2,791.25 ACCT 5007218 AUG COORD BILL 0300027666 Interns and Assistant Educators N 01-601-000-0000-6292 695.00 ACCT 5007218 AUG 2021 INTERN 0300027706 Interns and Assistant Educators N 01-601-000-0000-6292 535.15 ACCT 5007218 AUG 2021 INTERN 0300027709 Interns and Assistant Educators N 50-399-000-0000-6240 195.00 ACCT 931 BLACK SIGN RENTAL 1-518852 Advertising N 01-205-000-0000-6273 200.00 BODY TRANSPORT - O BEARD 7/31 21-6922 Coroner Expense Y 01-205-000-0000-6273 200.00 BODY TRANSPORT - J GROSSE 8/9 21-7635 Coroner Expense Y 01-205-000-0000-6273 200.00 BODY TRANSPORT - A BERUBE 8/21 21-7762 Coroner Expense Y 01-250-000-0000-6432 458.00 INMATE TRANSPORT - D BECKMAN 21-7584 Medical Incarcerated Y 09-507-570-4002-6683 2,589.50 TRAIL ACQUISITION LEGAL SVC 331257 Right Of Way, Ect.Silent Lk Segment Y 09-507-570-4000-6683 456.00 T - JOB #4000 PARCEL 29 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 719.62 D - JOB #4000 PARCEL 29 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 800.00 T - JOB #4000 PARCEL 40 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 541.50 P - JOB #4000 PARCEL 29 9/14/21 Right Of Way, Ect. West Segment N 332.708622 16192 RED DOT PEST CONTROL 229.0016192 9547 REGENTS OF THE UNIVERSITY OF MN 4,021.409547 49316 RENTAL STORE/THE 195.0049316 675 RINGDAHL AMBULANCE INC 1,058.00675 10842 RINKE NOONAN LAW FIRM 2,589.5010842 49164 RIVINGTON/SIGRID LINDA & DAVID D 2,517.1249164 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 3 Transactions 1 Transactions 4 Transactions 1 Transactions 4 Transactions RDO TRUCK CENTERS RED DOT PEST CONTROL REGENTS OF THE UNIVERSITY OF MN RENTAL STORE/THE RINGDAHL AMBULANCE INC RINKE NOONAN LAW FIRM RIVINGTON/SIGRID LINDA & DAVID D Otter Tail County Auditor RUPP ANDERSON SQUIRES & WALDSPURGER PA General Fund Dedicated Accounts COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Copyright 2010-2021 Integrated Financial Systems 02-612-000-0000-6330 124.32 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 10-304-000-0000-6572 203.72 PARTS IA20485 Repair And Maintenance Supplies N 01-122-000-0000-6369 348.50 REVIEW VARIANCE ISSUE 13384 Miscellaneous Charges Y 01-149-000-0000-6354 638.44 ACCT 83907030177 UNIT 1702 05537-658637 Insurance Claims N 02-612-000-0000-6330 84.56 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 50-399-000-0000-6304 1,394.42 ASSEMBLIES FOR UNIT 16558 80134 Repair And Maint-Vehicles N 23-705-000-0000-6290 5,200.00 CDA SUPPORT SERVICES AUG 2021 0821 Contracted Services.Y 10-000-000-0000-2270 1,000.00 2021-35 APPROACH DEPOSIT REFUN PERMIT #2021-3 Customer Deposits N 10-302-000-0000-6350 400.00 SERVICE Maintenance Contractor N 22-622-000-0629-6369 350.00 BEAVER TRAPPING DITCH 29 8/15/21 Miscellaneous Charges Y 14645 ROLLIE/WILLIAM 124.3214645 1819 RUFFRIDGE-JOHNSON EQUIP CO INC 203.721819 16125 348.5016125 9012 SAFELITE FULFILLMENT INC 638.449012 15178 SALATHE/KELVIN 84.5615178 1770 SANITATION PRODUCTS INC 1,394.421770 16297 SCHAKE/SARAH 5,200.0016297 6471 SCHIESSER/THOMAS 1,000.006471 15129 SCHMITZ/DUANE 750.0015129 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 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 2 Transactions RUPP ANDERSON SQUIRES & WALDSPURGER PA ROLLIE/WILLIAM RUFFRIDGE-JOHNSON EQUIP CO INC SAFELITE FULFILLMENT INC SALATHE/KELVIN SANITATION PRODUCTS INC SCHAKE/SARAH SCHIESSER/THOMAS SCHMITZ/DUANE Otter Tail County Auditor General Fund Dedicated Accounts COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Copyright 2010-2021 Integrated Financial Systems 02-612-000-0000-6330 86.24 AIS INSPECTOR MILEAGE 8/31/21 Mileage N 50-000-000-0120-6290 2,520.00 EQUIP HRS/SALARY HENNING TSF 104386 Contracted Services.N 50-000-000-0130-6290 6,040.00 EQUIP HRS/SALARY NE LANDFILL 104386 Contracted Services.N 01-063-000-0000-6232 282.40 SPECIAL ELECTION BALLOTS 39752-R Printing-Ballots N 02-214-000-0000-6491 2,336.07 IRON HORSE ARM CHAIR 8/27/21 General Supplies N 01-044-000-0000-6331 38.83 MEALS - MAAP CONFERENCE 8/20/21 Meals And Lodging N 02-705-000-1010-6290 3,650.00 BLANDIN GRANT - OTTERTAIL BLDG 20005 Broadband N 01-013-000-0000-6262 1,520.00 56-JV-20-1252; 56-JV-21-1045 8/19/21 Public Defender N 01-031-000-0000-6443 198.00 LIFEPAK KITS 86128 Ppe & Safety Equip. & Supplies N 10-301-000-0000-6406 142.67 SUPPLIES 1637423932 Office Supplies N 15192 SCHWANTZ/CHRISTOPHER 86.2415192 697 SCOTT HOFLAND CONSTRUCTION INC 8,560.00697 6209 SEACHANGE PRINT INNOVATIONS 282.406209 6475 SEATWORKS LLC 2,336.076475 1742 SHOEMAKER/BRENDA 38.831742 6466 SIGNATURE HOME TECHNOLOGIES 3,650.006466 5746 SONSALLA/ANGELA 1,520.005746 8853 SOS TECHNOLOGIES 198.008853 10646 STAPLES BUSINESS CREDIT 142.6710646 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 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions SCHWANTZ/CHRISTOPHER SCOTT HOFLAND CONSTRUCTION INC SEACHANGE PRINT INNOVATIONS SEATWORKS LLC SHOEMAKER/BRENDA SIGNATURE HOME TECHNOLOGIES SONSALLA/ANGELA SOS TECHNOLOGIES STAPLES BUSINESS CREDIT Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 01-112-101-0000-6485 154.12 ACCT 00224000 SUPPLIES 884555-1 Custodian Supplies N 01-112-101-0000-6485 695.73 ACCT 00224000 SUPPLIES 885005 Custodian Supplies N 01-112-108-0000-6485 53.21 ACCT 00224002 SUPPLIES 885006 Custodian Supplies N 01-112-101-0000-6485 680.44 ACCT 00224000 SUPPLIES 885197 Custodian Supplies N 01-112-108-0000-6485 567.48 ACCT 00224002 SUPPLIES 885199 Custodian Supplies N 01-112-108-0000-6485 105.73 ACCT 00224002 SUPPLIES 885199-1 Custodian Supplies N 01-112-106-0000-6485 778.65 ACCT 00224001 SUPPLIES 885539 Custodian Supplies N 01-112-106-0000-6485 140.50 ACCT 00224001 SUPPLIES 885542 Custodian Supplies N 10-304-000-0000-6253 79.56 WASTE DISPOSAL - ACCT #1565 Garbage N 50-000-000-0110-6291 2,868.00 ACCT 20479 BATTLE LAKE AUG2021 Contract Transportation N 50-000-000-0120-6291 2,050.00 ACCT 20489 HENNING AUG2021 Contract Transportation N 50-000-000-0130-6291 2,687.00 ACCT 20487 NEW YORK MILLS AUG2021 Contract Transportation N 50-000-000-0150-6291 2,450.00 ACCT 28477 PELICAN RAPIDS AUG2021 Contract Transportation N 10-000-000-0000-2270 1,000.00 2021-25 APPROACH DEPOSIT REFUN PERMIT #2021-2 Customer Deposits N 10-000-000-0000-2270 1,000.00 2021-39 APPROACH DEPOSIT REFUN PERMIT #2021-3 Customer Deposits N 10-304-000-0000-6406 9.59 SUPPLIES 344114 Office Supplies N 01-201-000-0000-6526 99.00 ACCT 974 BADGE I1518952 Uniforms N 01-201-000-0000-6481 305.00 ACCT 974 9MM MARKING ROUNDS I1519210 Radar, Weapons Etc.N 01-201-000-0000-6526 154.99 ACCT 974 HOLSTER I1520122 Uniforms N HILL/RODERIC5922 50-000-000-0170-6300 4,275.00 ACCT OTTERTR9 INSTALL WIRE 2185380 Building And Grounds Maintenance N 48183 STEINS INC 3,175.8648183 166 STEVE'S SANITATION INC 10,134.56166 8647 STOCK/DAVID & DEBORAH 2,000.008647 725 STRAND ACE HARDWARE 9.59725 168 STREICHERS 558.99168 10126 SUMMIT FIRE PROTECTION Page 32Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 8 Transactions 5 Transactions 2 Transactions 1 Transactions 3 Transactions STEINS INC STEVE'S SANITATION INC STOCK/DAVID & DEBORAH STRAND ACE HARDWARE STREICHERS Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 01-250-000-0000-6269 4,418.57 C1252000 MEALS 8/14-20/21 INV2000120251 Professional Services-Kitchen N 01-250-000-0000-6269 4,421.79 C1252000 MEALS 8/21-27/21 INV2000120809 Professional Services-Kitchen N 01-250-000-0000-6269 4,636.75 C1252000 MEALS 8/28-9/3/21 INV2000121366 Professional Services-Kitchen N 10-302-000-0000-6343 1,050.00 EQUIPMENT RENTAL R00484 Equipment Rental N 10-304-000-0000-6572 8.95 SUPPLIES P05417 Repair And Maintenance Supplies N 10-304-000-0000-6572 66.25 SUPPLIES W01450 Repair And Maintenance Supplies N 50-000-000-0170-6300 2,478.44 REMOVED TANK/INSTALLED METER 2523 Building And Grounds Maintenance N 01-201-000-0000-6304 1,334.00 CERTIFY RADAR/LASER UNITS 8618 Repair And Maintenance N 01-002-001-0000-6369 53.10 ACCT 01372 PLAQUES 227338R Miscellaneous Charges N 01-201-000-0000-6276 26.95 ACCT 01372 PLAQUE 227484R Professional Services N 01-201-000-0000-6348 404.26 ACCT 1003940771 AUG 2021 844957800 Software Maintenance Contract N 01-250-000-0000-6432 28.48 ACCT 749765 MEDS/CART RENTAL AUG2021 Medical Incarcerated N 01-250-000-0000-6432 1,197.91 ACCT 756389 MEDICATIONS AUG2021 Medical Incarcerated N 4,275.0010126 6642 SUMMIT FOOD SERVICE LLC 13,477.116642 2045 SWANSTON EQUIPMENT CORP 1,125.202045 15846 T WALLS PLUMBING INC 2,478.4415846 12923 TACTICAL SOLUTIONS 1,334.0012923 8718 TAG UP 80.058718 183 THOMSON REUTERS - WEST 404.26183 7249 THRIFTY WHITE PHARMACY 1,226.397249 1999 TNT REPAIR INC 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 3 Transactions 3 Transactions 1 Transactions 1 Transactions 2 Transactions 1 Transactions 2 Transactions SUMMIT FIRE PROTECTION SUMMIT FOOD SERVICE LLC SWANSTON EQUIPMENT CORP T WALLS PLUMBING INC TACTICAL SOLUTIONS TAG UP THOMSON REUTERS - WEST THRIFTY WHITE PHARMACY Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-000-000-0130-6306 1,440.33 TRACTOR REPAIRS 026528 Repair/Maint. Equip N 50-000-000-0130-6306 123.88 HOOD CYLINDER FOR TRACTOR 035435 Repair/Maint. Equip N 50-000-000-0120-6306 117.05 AIR FILTERS 035522 Repair/Maint. Equip N 01-601-000-0000-6342 403.80 ACCT 3691600057 SEP 2021 5016395315 Service Agreements N 09-507-570-4000-6683 500.00 T - JOB #4000 PARCEL 35 9/14/21 Right Of Way, Ect. West Segment N 10-303-000-0000-6330 25.76 MILEAGE 8/31/21 Mileage N 10-303-000-0000-6330 7.28 MILEAGE 8/25/21 Mileage N 10-304-000-0000-6306 6.99 CAR WASH REIMBURSEMENT Repair/Maint. Equip N 01-201-000-0000-6304 665.56 ACCT 568303 TIRES 6599191 Repair And Maintenance N 01-201-000-0000-6304 600.00 ACCT 568303 TIRES 7359390 Repair And Maintenance N 01-201-000-0000-6304 842.96 ACCT 568303 TIRES 7397458 Repair And Maintenance N 01-201-000-0000-6304 665.56 ACCT 568303 TIRES 8836591 Repair And Maintenance N 01-061-000-0000-6342 1,483.26 ACCT 33780558 CN 500-0589834 450904420 Service Agreements N 01-149-000-0000-6210 20,000.00 POC #8041212 031-348 Postage & Postage Meter N 01-044-000-0000-6369 250.00 ACCT MN0125 SERVICE FEES 17452 Miscellaneous Charges N 1,681.261999 14497 TOSHIBA FINANCIAL SERVICES 403.8014497 6443 TREDENNICK/JOHN T & LIZABETH A 500.006443 15997 TSCHIDA/CRAIG 40.0315997 11064 US AUTOFORCE 1,442.9611064 15431 US BANK EQUIPMENT FINANCE 1,483.2615431 7819 US POSTAL SERVICE 20,000.007819 16131 VANGUARD APPRAISALS INC Page 34Audit 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 1 Transactions 3 Transactions - 4 Transactions 1 Transactions 1 Transactions TNT REPAIR INC TOSHIBA FINANCIAL SERVICES TREDENNICK/JOHN T & LIZABETH A TSCHIDA/CRAIG US AUTOFORCE US BANK EQUIPMENT FINANCE US POSTAL SERVICE Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba General Revenue Fund Copyright 2010-2021 Integrated Financial Systems 50-390-000-0000-6290 2,933.44 ACCT 112360 LIGHTING DISPOSAL EW1615684 Contracted Services.N 50-390-000-0000-6863 13,855.19 ACCT 444586 PAINT DISPOSAL 119837609 Disposal Costs N 01-043-000-0000-6406 166.45 ACCT 7496 LASER CHECKS 446526 Office Supplies N 01-250-000-0000-6406 337.85 ACCT 7449 NCR RECEIPT FORMS 446742 Office Supplies N 10-301-000-0000-6406 969.85 SUPPLIES 446572 Office Supplies N 50-399-000-0000-6300 260.59 REPAIRS TO DOOR OPERATOR 67938 Building And Grounds Maintenance N 10-302-000-0000-6511 42,350.00 HOT MIX Bituminous Mix N 10-304-000-0000-6572 272.34 PARTS 03P30651 Repair And Maintenance Supplies N 10-304-000-0000-6572 24.20 PARTS 03P33356 Repair And Maintenance Supplies N 50-000-000-0110-6853 1,951.53 ACCT 3-85099-73002 8/1-15/21 0003265-0010-5 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0120-6853 6,779.96 ACCT 3-85099-73002 8/1-15/21 0003265-0010-5 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0130-6853 5,429.57 ACCT 3-85099-73002 8/1-15/21 0003265-0010-5 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0150-6853 615.04 ACCT 3-85099-73002 8/1-15/21 0003265-0010-5 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0170-6853 12,183.41 ACCT 3-85099-73002 8/1-15/21 0003265-0010-5 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0110-6853 1,749.64 ACCT 3-85099-73002 8/16-31/21 0003286-0010-1 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0120-6853 4,918.34 ACCT 3-85099-73002 8/16-31/21 0003286-0010-1 MSW BY PASSED EXPENSE LANDFILL N 250.0016131 6480 VEOLIA ES TECHNICAL SOLUTIONS LLC 2,933.446480 7857 VEOLIA ES TECHNICAL SOLUTIONS LLC 13,855.197857 51002 VICTOR LUNDEEN COMPANY 1,474.1551002 5045 VIKING GARAGE DOOR COMPANY INC 260.595045 2071 WADENA ASPHALT INC 42,350.002071 1655 WALLWORK TRUCK CENTER 296.541655 2278 WASTE MANAGEMENT Page 35Audit 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 3 Transactions 1 Transactions 1 Transactions 2 Transactions VANGUARD APPRAISALS INC VEOLIA ES TECHNICAL SOLUTIONS LLC VEOLIA ES TECHNICAL SOLUTIONS LLC VICTOR LUNDEEN COMPANY VIKING GARAGE DOOR COMPANY INC WADENA ASPHALT INC WALLWORK TRUCK CENTER Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems 50-000-000-0130-6853 1,449.01 ACCT 3-85099-73002 8/16-31/21 0003286-0010-1 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0150-6853 1,418.19 ACCT 3-85099-73002 8/16-31/21 0003286-0010-1 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0170-6853 21,016.09 ACCT 3-85099-73002 8/16-31/21 0003286-0010-1 MSW BY PASSED EXPENSE LANDFILL N 50-000-000-0000-6978 1,761.92 ACCT 21-40690-33001 AUG 2021 0481073-1766-0 Ag Plastic Expenses N 01-201-000-0000-6492 205.00 OTTERTAILCOU001 MICROPHONE ADVREP217212 Police Equipment N 09-507-570-4000-6683 912.00 P - JOB #4000 PARCEL 18 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 1,225.50 T - JOB #4000 PARCEL 18 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 2,062.50 D - JOB #4000 PARCEL 18 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 1,873.00 T - JOB #4000 PARCEL 28 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 629.00 D - JOB #4000 PARCEL 46 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 2,394.00 P - JOB #4000 PARCEL 50 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 3,306.00 T - JOB #4000 PARCEL 50 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 57.00 P - JOB #4000 PARCEL 46 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 114.00 T - JOB #4000 PARCEL 46 9/14/21 Right Of Way, Ect. West Segment N 09-507-570-4000-6683 627.00 P - JOB #4000 PARCEL 28 9/14/21 Right Of Way, Ect. West Segment N 50-000-000-0170-6306 14.25 ACCT 6842300 COOLANT IN000236556 Repair/Maint. Equip N 50-399-000-0000-6304 5.36 ACCT 6842300 CONNECTOR IN000223340 Repair And Maint-Vehicles N 50-399-000-0000-6306 485.09 ACCT 6842300 REPAIR HOSE LEAK SI000068611 Repair/Maint. Equip N 59,272.702278 7235 WATCHGUARD VIDEO 205.007235 6437 WESTBY FARMS LLP 4,200.006437 6440 WESTBY FARMS LLP 9,000.006440 2086 ZIEGLER INC 504.702086 1,018,263.06 Page 36Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 11 Transactions 1 Transactions 3 Transactions 7 Transactions 3 Transactions Final Total ............240 Vendors 552 Transactions WASTE MANAGEMENT WATCHGUARD VIDEO WESTBY FARMS LLP WESTBY FARMS LLP ZIEGLER INC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES12:36PM9/9/21 csteinba Solid Waste Fund Copyright 2010-2021 Integrated Financial Systems Page 37Audit List for Board Otter Tail County Auditor Community Development Authority Amount 226,309.02 General Revenue Fund 1 31,373.42 General Fund Dedicated Accounts 2 150,571.95 Parks and Trails 9 317,892.41 Road And Bridge Fund 10 160.00 Law Library Fund 13 7,121.10 Capital Improvement Fund 14 50,645.93 County Ditch Fund 22 6,025.00 23 228,164.23 Solid Waste Fund 50 1,018,263.06 NameFundRecap by Fund All Funds Total Approved by,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMMISSIONER'S VOUCHERS ENTRIES9/9/21 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 10:53AM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 10:53AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 11-406-000-0000-6406 47.54 Pads UAs-Acct #A2RJVV5AA0Wl1P 1QQW-NPL7-3PQK Office Supplies 8 N 08/18/2021 08/18/2021 11-420-601-0000-6406 12.97 Acct #A2RJVV5AA0Wl1P 131Y-WTMN-DQL7 Office Supplies 33 N 08/31/2021 08/31/2021 11-420-601-0000-6677 76.21 Acct #A2RJVV5AA0Wl1P 131Y-WTMN-DQL7 Office Furniture And Equipment - Im 35 N 08/31/2021 08/31/2021 11-420-601-0000-6406 10.32 Acct #A2RJVV5AA0Wl1P 14YF-FMVJ-J77T Office Supplies 26 N 08/24/2021 08/24/2021 11-420-601-0000-6677 32.55 Acct #A2RJVV5AA0Wl1P 14YF-FMVJ-J77T Office Furniture And Equipment - Im 28 N 08/24/2021 08/24/2021 11-420-601-0000-6677 15.66 Acct #A2RJVV5AA0Wl1P 1NLM-MJFL-H3PL Office Furniture And Equipment - Im 20 N 08/10/2021 08/10/2021 11-430-700-0000-6406 16.51 Acct #A2RJVV5AA0Wl1P 131Y-WTMN-DQL7 Office Supplies 34 N 08/31/2021 08/31/2021 11-430-700-0000-6677 96.99 Acct #A2RJVV5AA0Wl1P 131Y-WTMN-DQL7 Office Furniture And Equipment - Ss 36 N 08/31/2021 08/31/2021 11-430-700-0000-6406 13.13 Acct #A2RJVV5AA0Wl1P 14YF-FMVJ-J77T Office Supplies 27 N 08/24/2021 08/24/2021 11-430-700-0000-6677 41.43 Acct #A2RJVV5AA0Wl1P 14YF-FMVJ-J77T Office Furniture And Equipment - Ss 29 N 08/24/2021 08/24/2021 11-430-700-0000-6677 19.92 Acct #A2RJVV5AA0Wl1P 1NLM-MJFL-H3PL Office Furniture And Equipment - Ss 21 N 08/10/2021 08/10/2021 11-430-700-0000-6677 27.49 A2RJVV5AA0Wl1P 1YHF-C3H1-1VPD Office Furniture And Equipment - Ss 9 N 08/17/2021 08/17/2021 11-420-601-0000-6379 3.30 OSS ad 15647 Miscellaneous Charges Im Adm 13 N 07/20/2021 07/20/2021 11-430-700-0000-6379 4.20 OSS ad 15647 Miscellaneous Charges - Ss Adm 14 N 07/20/2021 07/20/2021 11-430-700-0000-6331 8.90 Meal Meals & Lodging - Ss Adm 18 N 07/29/2021 07/29/2021 11-430-710-1621-6097 8.90 Client Meal In Home Service - Brief 19 N 14386 AMAZON CAPITAL SERVICES INC 410.7214386 5580 CITIZEN'S ADVOCATE 7.505580 13727 COLE/MELANIE Page 2Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 12 Transactions 2 Transactions AMAZON CAPITAL SERVICES INC CITIZEN'S ADVOCATE Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 10:53AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 07/29/2021 07/29/2021 11-420-601-0000-6406 53.72 455325,455395,455500 Office Supplies 42 N 08/10/2021 08/25/2021 11-430-700-0000-6406 68.38 455325,455395,455500 Office Supplies 43 N 08/10/2021 08/25/2021 11-406-000-0000-6379 202.00 #529337-Ad for probation agent 427614 Miscellaneous Charges 41 N 08/21/2021 09/01/2021 11-430-700-0000-6242 75.00 K. Fix Conf registration Registrations 22 N 07/09/2021 08/27/2021 11-430-700-0000-6331 15.00 Meal Meals & Lodging - Ss Adm 23 N 07/09/2021 08/27/2021 11-430-700-0000-6330 46.48 Mileage Mileage - Ss Adm 38 N 08/26/2021 08/31/2021 11-430-700-0000-6331 9.13 Meal Meals & Lodging - Ss Adm 37 N 08/26/2021 08/31/2021 11-409-000-0000-6261 5,583.00 Sept Collab Coord 94333 Collaborative Coordination 30 N 09/01/2021 09/30/2021 11-406-000-0000-6406 55.26 Cust #1143-Shredding Services 426251 Office Supplies 1 N 07/01/2021 07/31/2021 11-420-601-0000-6406 56.00 Child Support - Shredding 426250 Office Supplies 2 N 17.8013727 32603 COOPER'S OFFICE SUPPLY INC 122.1032603 35011 FERGUS FALLS DAILY JOURNAL 202.0035011 9243 FIX/KRISTA 90.009243 13028 FOREMAN/MICHELLE 55.6113028 41450 LAKES COUNTRY SERVICE COOP 5,583.0041450 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 2 Transactions 2 Transactions 1 Transactions 2 Transactions 2 Transactions 1 Transactions COLE/MELANIE COOPER'S OFFICE SUPPLY INC FERGUS FALLS DAILY JOURNAL FIX/KRISTA FOREMAN/MICHELLE LAKES COUNTRY SERVICE COOP Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 10:53AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 07/01/2021 07/31/2021 11-420-601-0000-6406 84.48 Cust #1143 - Shredding 426250 Office Supplies 3 N 07/01/2021 07/31/2021 11-430-700-0000-6406 107.52 Cust #1143 - Shredding 426250 Office Supplies 4 N 07/01/2021 07/31/2021 11-420-640-0000-6379 370.06 Federal Offset Fees A300C122649 Miscellaneous Charges 10 N 07/31/2021 07/31/2021 11-420-601-0000-6379 3.30 OSS ad 15691 Miscellaneous Charges Im Adm 11 N 07/21/2021 07/21/2021 11-430-700-0000-6379 4.20 OSS ad 15691 Miscellaneous Charges - Ss Adm 12 N 07/21/2021 07/21/2021 11-420-601-0000-6379 55.00 Birth/Death certificates Miscellaneous Charges Im Adm 31 N 08/01/2021 08/31/2021 11-430-700-0000-6379 70.00 Birth/Death certificates Miscellaneous Charges - Ss Adm 32 N 08/01/2021 08/31/2021 11-420-640-0000-6297 40.00 Case #20210797/Party 002 Iv-D Sheriff's Costs 16 N 07/30/2021 07/30/2021 11-420-640-0000-6297 40.00 Case #20210797/Party 001 Iv-D Sheriff's Costs 17 N 08/04/2021 08/04/2021 11-430-700-0000-6304 117.38 Acct #139 6056980 Motor Vehicle Service And Repair 39 N 08/02/2021 08/02/2021 11-430-700-0000-6304 513.72 Acct #139 6057261 Motor Vehicle Service And Repair 40 N 08/13/2021 08/13/2021 303.267661 43022 MN DEPT OF HUMAN SERVICES 370.0643022 13242 NEW YORK MILLS DISPATCH 7.5013242 44086 OTTER TAIL CO RECORDER 125.0044086 44010 OTTER TAIL CO SHERIFF 80.0044010 46006 QUALITY TOYOTA Page 4Audit 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 2 Transactions 2 Transactions 2 Transactions MINNKOTA ENVIRO SERVICES INC MN DEPT OF HUMAN SERVICES NEW YORK MILLS DISPATCH OTTER TAIL CO RECORDER OTTER TAIL CO SHERIFF Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 10:53AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 11-420-640-0000-6297 154.50 Civil ID#21-001286 Iv-D Sheriff's Costs 15 N 08/18/2021 08/18/2021 11-430-700-0000-6331 62.59 Meals Meals & Lodging - Ss Adm 6 N 06/03/2021 08/09/2021 11-430-710-1621-6097 9.25 Client Meal In Home Service - Brief 5 N 06/03/2021 08/09/2021 11-406-000-0000-6200 501.50 Acct #780691296-00001 9886713438 Telephone Probation 24 N 07/21/2021 08/20/2021 11-406-000-0000-6000 40,562.00 Detention Costs Detention Center Costs - Probation 7 N 07/01/2021 07/31/2021 11-430-700-0000-6331 9.98 Meal Meals & Lodging - Ss Adm 25 N 08/25/2021 08/25/2021 631.1046006 48619 SHERBURNE CO SHERIFF 154.5048619 13803 ULSCHMID/LIZA 71.8413803 9820 VERIZON WIRELESS 501.509820 52139 WEST CENTRAL REG JUVENILE CTR 40,562.0052139 13929 WHIPPLE/VANESSA 9.9813929 49,305.47 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 1 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions Final Total ............19 Vendors 43 Transactions QUALITY TOYOTA SHERBURNE CO SHERIFF ULSCHMID/LIZA VERIZON WIRELESS WEST CENTRAL REG JUVENILE CTR WHIPPLE/VANESSA Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES10:53AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems Page 6Audit List for Board Otter Tail County Auditor Amount 49,305.47 Human Services 11 49,305.47 NameFundRecap by Fund All Funds Total Approved by,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COMMISSIONER'S VOUCHERS ENTRIES9/9/21 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 11:08AM COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 11-407-300-0071-6488 12.68 ACCT #A2RJVV5AA0WI1P 1TGK-NNRL-3LGM Imz Program Supplies 24 N 08/19/2021 08/19/2021 11-407-300-0071-6488 182.79 ACCT #A2RJVV5AA0WI1P 1XQY-VFF7-996X Imz Program Supplies 21 N 08/19/2021 08/19/2021 11-407-600-0090-6406 58.43 ACCT #A2RJVV5AA0WI1P 1XQY-VFF7-996X Office Supplies 20 N 08/19/2021 08/19/2021 11-407-200-0023-6330 1.12 AUG2021 MILEAGE/FHV - 2 AUG2021 MILEAG FHV Mileage 37 N 08/31/2021 08/31/2021 11-407-200-0047-6330 23.52 AUG2021 MILEAGE/MECSH - 42 AUG2021 MILEAG MECSH Mileage 38 N 08/31/2021 08/31/2021 11-407-200-0024-6330 24.64 AUG2021 MILEAGE/NFP - 44 AUG2021 MILEAG Nfp Mileage 39 N 08/31/2021 08/31/2021 11-407-200-0054-6330 24.64 AUG2021 MILEAGE/AGING - 44 AUG2021 MILEAG Aging Mileage 40 N 08/31/2021 08/31/2021 11-407-500-0080-6330 35.28 AUG2021 MILEAGE/FPL - 63 AUG2021 MILEAG FPL mileage 41 N 08/31/2021 08/31/2021 11-407-500-0080-6330 89.60 AUG2021 MILEAGE/FPL - 160 AUG2021 MILEAG FPL mileage 42 N 08/31/2021 08/31/2021 11-407-100-0033-6330 3.36 AUG2021 MILEAGE/MSC UCARE 6 AUG2021 MILEAG Msc+ Ucare Mileage 43 N 14386 AMAZON CAPITAL SERVICES INC 253.9014386 13978 BESEMAN/KAREN 24.6413978 6757 BYE/KRISTIN 24.646757 6148 DAHL/MELISSA 24.646148 15052 DEMMER/ANDREA 35.2815052 5432 ERICKSON/MONIQUE 89.605432 35588 FIELD/DEB Page 2Audit List for Board Account/Formula Description Rpt Invoice #Warrant DescriptionVendorName 1099 Paid On Bhf #Accr Amount On Behalf of NameNo.Service Dates 3 Transactions 2 Transactions 1 Transactions 1 Transactions 1 Transactions 1 Transactions AMAZON CAPITAL SERVICES INC BESEMAN/KAREN BYE/KRISTIN DAHL/MELISSA DEMMER/ANDREA ERICKSON/MONIQUE Otter Tail County Auditor INDEPENDENT CONTRACT SERVICES OF FF LLC LEIGHTON BROADCASTING - FERGUS FALLS COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 08/31/2021 08/31/2021 11-407-400-0078-6330 5.60 AUG2021 MILEAGE/COVID 10 AUG2021 MILEAG COVID-19 Mileage 44 N 08/31/2021 08/31/2021 11-407-200-0024-6330 186.48 AUG2021 MILEAGE/NFP 333 AUG2021 MILEAG Nfp Mileage 45 N 08/31/2021 08/31/2021 11-407-500-0080-6330 82.32 AUG2021 MILEAGE/FPL 147 AUG2021 MILEAG FPL mileage 46 N 08/31/2021 08/31/2021 11-407-100-0030-6330 113.79 AUG2021 MILEAGE/MnCHOICE 203.2 AUG2021 MILEAG Mileage - PAS/MNChoices 47 N 08/31/2021 08/31/2021 11-407-100-0017-6330 185.92 DENTAL SVC MILEAGE 20210831 Innovations Grant Blue Cross mileage 34 Y 08/31/2021 08/31/2021 11-407-100-0017-6488 5,416.67 DENTAL SVC COORDINATION/AUG 20210831 Innovations Grant Blue Cross prog supply 33 Y 08/31/2021 08/31/2021 11-407-100-0018-6488 6,075.00 DGTL BILLBRD 9/21-4/22 C&TC 2933 Ctc Outr Program 36 N 09/01/2021 09/01/2021 11-407-400-0078-6488 405.28 Z103FM/8/1-31 VACCINE AD COVID 181397-1 COVID-19 Supplies 31 N 08/31/2021 08/31/2021 11-407-400-0078-6488 393.36 KJJKFM/8/1-31 VACCINE AD COVID 181399-1 COVID-19 Supplies 30 N 08/31/2021 08/31/2021 11-407-400-0078-6488 393.36 KJJKAM/8/1-31 VACCINE AD COVID 181400-1 COVID-19 Supplies 32 N 8.9635588 12483 FRUSTOL/ANNE 186.4812483 14398 GEORGESON/ANTHONY 82.3214398 36425 GUCK/AMY 113.7936425 8471 5,602.598471 6063 LAKES ADVERTISING LLC 6,075.006063 198 Page 3Audit 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 2 Transactions 1 Transactions INDEPENDENT CONTRACT SERVICES OF FF LLC FIELD/DEB FRUSTOL/ANNE GEORGESON/ANTHONY GUCK/AMY LAKES ADVERTISING LLC Otter Tail County Auditor Phn Program Supplies -PAS/MNChoices/LTSS COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 08/31/2021 08/31/2021 11-407-200-0047-6330 54.88 AUG2021 MILEAGE/MECSH 98 AUG2021 MILEAG MECSH Mileage 48 N 08/31/2021 08/31/2021 11-407-400-0078-6330 3.36 AUG2021 MILEAGE/COVID 6 AUG2021 MILEAG COVID-19 Mileage 49 N 08/31/2021 08/31/2021 11-407-300-0070-6330 22.40 AUG2021 MILEAGE/DPC 40 AUG2021 MILEAG Mileage D P & C 50 N 08/31/2021 08/31/2021 11-407-400-0078-6488 110.88 CUST #1976/VACCINE INFO 8/22 64688 COVID-19 Supplies 18 G 08/22/2021 08/22/2021 11-407-400-0078-6488 110.88 CUST #1976/VACCINE INFO 8/29 64780 COVID-19 Supplies 19 G 08/22/2021 08/22/2021 11-407-400-0078-6488 110.88 CUST #1976 VACCINE INFO- 9/5 64843 COVID-19 Supplies 26 G 09/05/2021 09/05/2021 11-407-600-0090-6304 56.65 OIL CHANGE UNIT #19619 781413 Motor Vehicle Service And Repair 14 N 08/20/2021 08/20/2021 11-407-100-0030-6488 38.22 ACCT #71423628/YELLOW FOLDERS 187817021001 17 N 08/17/2021 08/17/2021 11-407-600-0090-6488 17.56 ACCT #71423628/WIPES, NOTE PAD 187817021001 Phn Program Supplies 16 N 08/17/2021 08/17/2021 11-407-500-0080-6488 9.58 ACCT #71423628/9V BATTERIES 187827020001 FPL Prog Supplies 15 N 1,192.00198 14121 LEWIS/JODI 54.8814121 11105 MAGNUSSON/LANE 3.3611105 6756 METZGER/JESSICA 22.406756 13389 MIDWEEK INC/THE 332.6413389 42863 MINNESOTA MOTOR COMPANY 56.6542863 51120 OFFICE DEPOT Page 4Audit 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 1 Transactions 1 Transactions 3 Transactions 1 Transactions LEIGHTON BROADCASTING - FERGUS FALLS LEWIS/JODI MAGNUSSON/LANE METZGER/JESSICA MIDWEEK INC/THE MINNESOTA MOTOR COMPANY Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 08/17/2021 08/17/2021 11-407-600-0090-6488 58.97 ACCT #71423628/PENS, POST-ITS 191880150001 Phn Program Supplies 25 N 08/27/2021 08/27/2021 11-407-200-0060-6488 64.00 CAR SEAT EDUCATION (OM)08032021 Program Supplies Inj Prev 13 N 08/03/2021 08/03/2021 11-407-200-0066-6488 37.56 ACCT #9022/100 THRIVE CARDS 363024 Mental Well Being program supplies 22 N 08/18/2021 08/18/2021 11-407-400-0078-6488 130.57 CUST #9022/1000 VAC FLYERS 8004411 COVID-19 Supplies 29 N 04/23/2021 04/23/2021 11-407-600-0090-6488 925.60 PLEXI-GLASS FRONT OFFICE 08262021 Phn Program Supplies 35 N 08/26/2021 08/26/2021 11-407-300-0071-6488 5,518.71 CUST #70036172 /VACCINE RETURN 916591747 Imz Program Supplies 27 N 06/04/2021 06/04/2021 11-407-300-0071-6488 6,080.27 CUST #70036172 /FLU VACCINE 917105909 Imz Program Supplies 28 N 08/31/2021 08/31/2021 11-407-200-0060-6232 300.00 YARD SIGNS/TZD 7272 Printing Safe Commun - Inj Prev 23 Y 08/30/2021 08/30/2021 11-407-400-0078-6488 144.00 SNAP CALIBRATION PRM (2)SO2772 COVID-19 Supplies 11 N 08/09/2021 08/09/2021 11-407-400-0078-6488 240.00 MONITORED DATA POINT 1YR SO2772 COVID-19 Supplies 12 N 124.3351120 31020 OTTER TAIL CO TREASURER 64.0031020 2385 OTTER TAIL POWER COMPANY 168.132385 629 OTTERTAIL GLASS 925.60629 12084 SANOFI PASTEUR INC 561.5612084 48638 SIGNWORKS SIGNS & BANNERS LLC 300.0048638 16294 SONICU LLC Page 5Audit 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 2 Transactions 1 Transactions - 2 Transactions 1 Transactions OFFICE DEPOT OTTER TAIL CO TREASURER OTTER TAIL POWER COMPANY OTTERTAIL GLASS SANOFI PASTEUR INC SIGNWORKS SIGNS & BANNERS LLC Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 08/09/2021 08/09/2021 11-407-100-0015-6330 1.96 AUG2021 MILEAGE/FHV SN 3.5 AUG2021 MILEAG MCH/ECS Mileage 51 N 08/31/2021 08/31/2021 11-407-200-0023-6330 2.24 AUG2021 MILEAGE/FHV NONEBHV 4 AUG2021 MILEAG FHV Mileage 52 N 08/31/2021 08/31/2021 11-407-200-0047-6330 8.68 AUG2021 MILEAGE/MECSH 15.5 AUG2021 MILEAG MECSH Mileage 53 N 08/31/2021 08/31/2021 11-407-100-0018-6200 66.38 ACCT #680689848-00001/CTC 9886702664 Ctc Outr Telephone 9 N 08/20/2021 08/20/2021 11-407-200-0024-6200 92.99 ACCT #680689848-00001/NFP 9886702664 NFP Telephone 3 N 08/20/2021 08/20/2021 11-407-200-0047-6200 232.50 ACCT #680689848-00001/MECSH 9886702664 MECSH Telephone 4 N 08/20/2021 08/20/2021 11-407-200-0053-6200 11.63 ACCT #680689848-00001/CHW 9886702664 CHW Telephone 10 N 08/20/2021 08/20/2021 11-407-200-0054-6488 50.53 ACCT #680689848-00001/AGING 9886702664 Aging Prog Supplies 8 N 08/20/2021 08/20/2021 11-407-300-0070-6200 46.50 ACCT #680689848-00001/DP&C 9886702664 Telephone 5 N 08/20/2021 08/20/2021 11-407-400-0078-6488 46.50 ACCT #680689848-00001/COVID 9886702664 COVID-19 Supplies 7 N 08/20/2021 08/20/2021 11-407-400-0083-6200 46.50 ACCT #680689848-00001/PHEP 9886702664 Telephone 1 N 08/20/2021 08/20/2021 11-407-500-0080-6488 139.50 ACCT #680689848-00001/NFP 9886702664 FPL Prog Supplies 6 N 08/20/2021 08/20/2021 11-407-600-0090-6488 46.50 ACCT #680689848-00001/ADMIN 9886702664 Phn Program Supplies 2 N 08/20/2021 08/20/2021 11-407-200-0024-6330 83.44 AUG2021 MILEAGE/NFP 149 AUG2021 MILEAG Nfp Mileage 54 N 08/31/2021 08/31/2021 384.0016294 15825 VAN SANTEN/DANA 12.8815825 9820 VERIZON WIRELESS 779.539820 52580 WESTBY/LINDA Page 6Audit 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 10 Transactions SONICU LLC VAN SANTEN/DANA VERIZON WIRELESS Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES Account/Formula 11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems 11-407-400-0078-6330 16.80 AUG2021 MILEAGE/COVID 30 AUG2021 MILEAG COVID-19 Mileage 55 N 08/31/2021 08/31/2021 100.2452580 17,604.04 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 Final Total ............28 Vendors 55 Transactions WESTBY/LINDA Otter Tail County Auditor COMMISSIONER'S VOUCHERS ENTRIES11:08AM9/9/21 LHart Human Services Copyright 2010-2021 Integrated Financial Systems Page 8Audit List for Board Otter Tail County Auditor Amount 17,604.04 Human Services 11 17,604.04 NameFundRecap by Fund All Funds Total Approved by,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tuesday, September 14, 2021 Agenda Items Non - Consent Items 1. Request to Repurchase Tax Forfeited Property Otter Tail County Resolution No. 2021 - Commissioner introduced the following resolution and moved its adoption: RESOLVED, by the Otter Tail County Board of Commissioners of Otter Tail County, Minnesota, that WHEREAS, James A Bergerud, Jr. and Wanda J. Bergerud, previous owners, have made application to repurchase the following legally described parcel: City of Fergus Falls Legal Description From Tax Rolls - 71-001-50-0053-000 Section 3 Township 132 Range 43 Part of the Southeast Quarter of the Southeast Quarter (SE1/4 SE1/4) Formerly Block Seven (7) Hallberg’s Second (2nd) Addition, Except Highway Right-of-Way and Except Tract Property Address – 1510 Mabelle Ave, Fergus Falls, MN Legal Description From Recorded Document No. 1174939 - THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 132 NORTH, RANGE 43 WEST OF THE FIFTH PRINCIPAL MERIDIAN, OTTER TAIL COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: CO:MMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 3; THENCE ON AN ASSUMED BEARING OF NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST ALONG TIIE EAST LINE OF SAID SECTION 3 A DISTANCE OF 337.77 FEET TO A FOUND IRON MONUMENT ON THE NORTHERLY RIGHT OF WAY LINE OF MINNESOTA TRUNK HIGHWAY NUMBER 210; THENCE SOUTH 52 DEGREES 55 MINUTES 25 SECONDS WEST ALONG SAID MINNESOTA TRUNK HIGHWAY NUMBER 210 RIGHT OF WAY LINE 47.13 FEET TO THE EAST LINE OF FORMER BLOCK SEVEN, NOW VACATED, OF HALLBERG’S 2ND ADDITION TO THE CITY OF FERGUS FALLS, MINNESOTA AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 52 DEGREES 55 MINUTES 25 SECONDS WEST ALONG SAID MINNESOTA TRUNK HIGHWAY NUMBER 210 RIGHT OF WAY LINE 119.94 FEET TO A FOUND IRON MONUMENT; THENCE SOUTH 43 DEGREES 51 MINUTES 33 SECONDS WEST ALONG SAID MINNESOTA TRUNK HIGHWAY NUMBER 210 RIGHT OF WAY LINE 249.04 FEET TO THE SOUTH LINE OF SAID VACATED BLOCK 7; THENCE NORTH 89 DEGREES 57 MINUTES 00 SECONDS WEST ALONG THE SOUTH LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 248.07 FEET TO A FOUND IRON MONUMENT AT THE SOUTHWEST CORNER OF SAID VACATED BLOCK 7; THENCE NORTH 00 DEGREES 02 MINUTES 25 SECONDS WEST ALONG THE WEST LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 299.84 FEET TO A FOUND IRON MONUMENT AT THE NORTHWEST CORNER OF SAID VACATED BLOCK 7; THENCE SOUTH 89 DEGREES 58 MINUTES 06 SECONDS EAST ALONG THE NORTH LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 516.52 FEET TO THE NORTHEAST CORNER OF SAID VACATED BLOCK 7; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS WEST ALONG THE EAST LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 47.89 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.73 ACRES, MORE OR LESS. LESS AND EXCEPT THE FOLLOWING: THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 132 NORTH, RANGE 43 WEST OF THE FIFTH PRINCIPAL MERIDIAN, OTTER TAIL COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 3; THENCE ON AN ASSUMED BEARING OR NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 3 A DISTANCE OF 337.77 FEET TO A FOUND IRON MONUMENT ON THE NORTHERLY RIGHT OF WAY LINE OF MINNESOTA TRUNK HIGHWAY NUMBER 210; THENCE SOUTH 52 DEGREES 55 MINUTES 25 SECONDS, WEST ALONG SAID MINNESOTA TRUNK HIGHWAY NUMBER 210 RIGHT OF WAY LINE 47.13 FEET TO THE EAST LINE OF FORMER BLOCK SEVEN, NOW VACATED, OF HALLBERG'S 2ND ADDITION, TO THE CITY OF FERGUS FALLS, MINNESOTA; THENCE CONTINUING SOUTH 52 DEGREES 55 MINUTES 25 SECONDS WEST ALONG SAID MINNESOTA TRUNK HIGHWAY NUMBER 210 RIGHT OF WAY LINE 119.94 FEET TO A FOUND IRON MONUMENT; THENCE SOUTH 43 DEGREES 51 MINUTES, 33 SECONDS WEST ALONG SAID MINNESOTA TRUNK HIGHWAY NUMBER 210 RIGHT OF WAY LINE 249.04 FEET TO THE SOUTH LINE OF SAID VACATED BLOCK 7; THENCE NORTH 89 DEGREES 57 MINUTES 00 SECONDS WEST ALONG SAID SOUTH LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 12.53 FEET TO THE POINT OF BEGINNING OF THE PROPERTY TO BE DESCRIBED; TIHENCE CONTINUING NORTH 89 DEGREES 57 MINUTES 00 SECONDS WEST ALONG SAID SOUTH LINE OF SAID VACATED BLOCK 7 FOR A DISTANCE OF 235.54 FEET TO A FOUND IRON MONUMENT AT THE SOUTHWEST CORNER OF SAID VACATED BLOCK 7; THENCE NORTH 00 DEGREES 02 MINUTES 25 SECONDS WEST ALONG THE WEST LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 299.84 FEET TO A FOUND IRON MONUMENT AT THE NORTHWEST CORNER OF SAID VACATED BLOCK 7; THENCE SOUTH 89 DEGREES 58 MINUTES 06 SECONDS EAST ALONG THE NORTH LINE OF SAID VACATED BLOCK 7 A DISTANCE OF 235.92 FEET; THENCE SOUTH 00 DEGREES 02 MINUTES 25 SECONDS EAST FOR A DISTANCE OF 299.92 FEET TO THE POINT OF BEGINNING AND THERE TERMINATE. Said property having forfeited to the State of Minnesota on the 3rd day of August 2021, for nonpayment of the 2016, 2017, 2018, part of 2019, part of the 2020 and 2021 property taxes, and WHEREAS, an application to repurchase the above-described property was submitted on Monday, August 30, 2021, and WHEREAS, the sum of $4,645.46 represents the aggregate of all delinquent and current taxes, penalties, costs, assessments, and fees as of August 31, 2021, that would have been due and payable had the above-described parcel not forfeited to the State of Minnesota, WHEREAS, the applicant has submitted $4,645.46 to cover all delinquent and current taxes, penalties, costs, assessments, and fees as of August 31, 2021, as well as the fees required to repurchase the property in the amount of $133.29. and WHEREAS, the applicant has requested that the Otter Tail County Board of Commissioners consider his application to repurchase the above-described parcel and has requested that the Otter Tail County Board of Commissioners approve the applicant’s request to repurchase the above-described property. NOW, THEREFORE, BE IT RESOLVED, that the Otter Tail County Board of Commissioners hereby approves the repurchase of the above-described tax forfeited property, and BE IT FURTHER RESOLVED, that the Otter Tail County Board of Commissioners hereby finds that the repurchase is in the best public interest, and that it will relieve any undue hardship which has result from the forfeiture. Commissioner seconded the motion, and upon being put to vote, was unanimously carried. Adopted this 14th day of September 2021. Dated:__________________________ OTTER TAIL COUNTY BOARD OF COMMISSIONERS By:__________________________________________ Lee Rogness, County Board Chair Attest:__________________________ Nicole Hansen, Clerk 2. Motion by seconded by and unanimously carried to amend the June 22, 2021, motion titled “Bond Financed Capital Improvement Project Approvals”, by replacing the following two items contained within the above noted motion: Project Contractor Service Amount Ottertail Operation Center Boiler Replacement BDT Mechanical, LLC Ottertail Operation Center Boiler Replacement Summerville Electric, Inc. with the following: Ottertail Operation Center Boiler Replacement Esser Plumbing & Heating 39,678.00 Ottertail Operation Center Boiler Replacement Otter Electric, LLC. 6,100.00 Note – These changes were recommended by Terry Hoff, Facilities Director OTTER TAIL COUNTY PLANNING COMMISSION Otter Tail County Government Services Center, 540 West Fir, Fergus Falls, MN 56537 218-998-8095 September 8, 2021 Meeting of the Otter Tail County Planning Commission was held on September 8, 2021 at 6:30 P.M. at the Bigwood Event Center, Fergus Falls Minnesota; the hearing was held in person and via Microsoft Teams 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, Richard Gabe, Bruce Stone, David Trites, David Wass and Rick Wilson. Members Absent: None. Michelle Eldien represented the County Attorney's Office and Chris LeClair represented the Land & Resource Management Office. Minutes of August 11, 2021: A motion by Frazier, second by Trites to approve the August 11, 2021 Minutes as presented. Voting: All members in favor. Pleasant Lake RV Village / Tom & Brenda Masloski – Approved As Presented: A Conditional Use Permit Application (as stated by the Applicant on the Application): Add 22 new sites to Pleasant Lake RV Village on Pleasant Lake and a permanent home. Currently have 27 full hook-up sites, one cabin and a fish cleaning/well building. Add appropriate septic to support new sites, a well for new sites, a home and metered electric to all new sites. Remove one existing site and eliminate an old shower/bath house (turn it into storage). Current septic system is compliant so we would add additional systems to support house and new sites. Would also convert 3 existing sites to new septic system so we can add three sites to old system. Add additional boat slips to existing docks and add a couple of more docks. (20). The proposal is located at 27101 Hagen Point Ln, Section 6 of Sverdrup Township; Pleasant Lake (56-449), RD. Planning Commission Motion – August 11, 2021: A motion by Wilson, second by Fischer to approve as presented, the proposal meets and exceeds the requirements of the Shoreland Management Ordinance for density in units, docks & boat slips. County Board Motion – August 24, 2021: A motion by Mortenson, second by Bucholz to circulate the application back to Planning Commission for further review and consideration, specifically but not limited to the compatibility with the surrounding area; both land and water. The application will be reconsidered at the September 8th Planning Commission meeting and will not be open for public comment. Tom & Brenda Masloski represented the Application. Chairman Wilson indicated that the County Board returned this Conditional Use Permit Application to the Planning Commission for reconsideration to further the record, specific to the factors under Section 3. Subp.7.D. and Subp.9.I.1. of the Shoreland Management Ordinance. Otter Tail County, Planning Commission September 8, 2021; Page 2 Motion: A motion by Gabe, second by Frazier to reaffirm the August 11, 2021 motion to approve as presented, the proposal meets and exceeds the requirements of the Shoreland Management Ordinance for density in units, docks & boat slips. As indicated by the Applicant, the maximum number of boat slips approved would be 42. Members discussed their motion and factors used for consideration in recommending approval of this Application. Voting By Roll Call: All Members in favor, except Trites and Wass (the additional boat slips are likely to generate additional traffic that is incompatible with the unique environmental attributes of Pleasant Lake). Park Region Agency Inc. / James Swenson – Approved With Conditions: A Conditional Use Permit Application (as stated by the Applicant on the Application): Excavate old ridge approx. 80’ x 30’ which will be placed in the old borrow area and then top-dress old borrow area with salvage topsoil from the construction of the cul-de-sac on Swenson Dr. in 2016 (approved under CUP #6809). The borrow area to be filled/leveled is approx. 80’ x 120’. Total cubic yards of earthmoving is approx. 1,333 (cut = 444 & fill = 889). The existing grass drainage- way will not be touched, and the vegetation will remain. Proper erosion control measures will be used to stabilize the area during and after completion of the project. The proposal is located north of 20291 Swenson Dr, Section 7 of Nidaros Township; Clitherall Lake (56-238), RD. John Christensen represented the Application. All correspondence has been forwarded to the Planning Commission and Applicant for review. Wally Senyk spoke in favor of the project, requesting that drainage (before & after), erosion, depths (cut & fill) and time frame of the work, are adequately addressed. Rick Volinski spoke in favor of the proposal, expressing appreciation of the property’s natural state. Motion: A motion by Trites, second by Wass to approve provided: 1. It is done in a manner that manages the confluences of 3 drainage areas maintaining a negative flow away from Clitherall Lake. 2. An MPCA Stormwater Management Permit is obtained. 3. The work will not start until April 15, 2022. Voting By Roll Call: All Members in favor. “Borsheim Holdings” / Kim & Ann Borsheim – Approved With A Condition: A Preliminary Plat of “Borsheim Holdings”, consisting of 4 Single Family Residential Non-Riparian Lots, 1 Block. The proposal is located north of 48422 Petal Drive, Section 21 of Hobart Township; Rose Lake (56-360), RD. Jack Rosenthal (surveyor) represented the Application. All correspondence has been forwarded to the Planning Commission and Applicant for review. Steve Knuttila had questions on the size of the lots, use and access. Motion: A motion by Wass, second by Frazier to approve as presented provided the sewage treatment areas are protected with orange snow fence. Voting By Roll Call: All Members in favor. Otter Tail County, Planning Commission September 8, 2021; Page 3 “Little Mac Bay” / Curtis & Nicole Seifert, Eretz Shalom LLC – Approved With A Condition: A Preliminary Plat titled “Little Mac Bay”, consisting of 4 Single Family Residential Non-Riparian Lots and 4 Riparian Lots Permanently Attached to 4 Non-Riparian Lots, 2 Blocks. The proposal is located north of 44243 W. Little McDonald Lake Drive, Section 9 of Edna Township; Little McDonald Lake (56-328), GD. Jack Rosenthal (surveyor) represented the Application. All correspondence has been forwarded to the Planning Commission and Applicant for review. Cathy Tandon had a question regarding ownership and use of the proposed lots. Steve Blom had a question on an existing driveway. Trisha Hamman expressed concerns on the bay. Motion: A motion by Stone, second by Fischer to approve as presented provided the septic areas are protected with orange snow fence. Voting By Roll Call: All Members in favor. Break: At 7:44 P.M. the Commission took an 8-minute break. Eretz Shalom LLC – Acceptance of Withdrawal: A Conditional Use Permit Application (as stated by the Applicant on the Application): Non-dwelling PUD storage farm, with 25 buildings. Site drainage and grading plan have been professionally designed by Jade Berube with Apex Engineers. The site has a natural drainage pattern flowing from south to north, reshaping the knobs and maintaining the natural pattern. Earth material is contained on site and only gravel for private roadways will need to be hauled in. Units 1 through 18 are 36’ x 56’, 21’ to peak (Units 1 through 18 are more than 400’ from OHW, see page 29, Section 6, Subp. 5 – Confirmed by Chris LeClair). Units 19-25 are within 400’ OHW setback, size 32’ x 36’ with a height of 20’ to peak (20’ height is allowed within 400’ of OHW see page 29) Spoke to Julie Aadland with MNDNR, pond to the north is not a lake. The proposal is located north of 44243 W. Little McDonald Lake Dr, Section 9 of Edna Township; Little McDonald Lake (56-328), GD. Jack Rosenthal (surveyor) & Jade Berube (Apex Engineering) represented the Application. A revised plan was submitted and explained to the Planning Commission. All correspondence has been forwarded to the Planning Commission and Applicant for review. Priya Tandon expressed concerns on safety, traffic, challenges of the existing road, financial burden and lack of access to the revised plans submitted tonight. Ken Farnham agrees with comments of Priya Tandon, he expressed concerns on the regulations of the lake’s drainage pump and this use is proposed in a residential area. Larry Cornius stated this proposed use is located in a residential area. Angela Willenbring (LMKP LID) expressed concerns on the buildable area, the proposing of wells and no septic, density, existing road; submitted a petition to the Commission. Jean Hovertsen expressed concerns on the road and traffic. Roger Neitzke was glad to see the wash bay was removed, expressed concerns on run-off into the pond, drainage into Little McDonald Lake and drainage. Trissa Hamman expressed concerns on density, the location, safety, and traffic. Liz Blom expressed concern on drainage, proposed in a residential area and property values. Steve Blom expressed concerns on maintenance of the road. Steve Nelson not opposed with proper usage, expressed concerns on commercial use, drainage into Little McDonald Lake, requested a moratorium on storage units with drainage into Otter Tail County, Planning Commission September 8, 2021; Page 4 Little McDonald Lake. Cathy Tandan expressed concerns on the timeframe of notification, the road, traffic, density, size of the units, use of the units, not consistent with the residential neighborhood and the possibility of change in bylaws. Motion Failed / Lack of a Second: A motion by Wass to deny: 1. The proposal is not suitable in this location. 2. The proposal is too close to the lake. 3. Safety and traffic issues exist. Applicant requested to withdraw the Application. Motion: A motion by Trites, second by Frazier to accept the request by the Applicant to withdraw the Application. Voting By Roll Call: All Members in favor. Executive Resort / Carol Braaten – Approved As Presented: A Conditional Use Permit Application (as stated by the Applicant on the Application): Executive Resort would like to convert the ownership structure to a residential PUD. Owners first applied for a variance (see enclosed) for structure setbacks and structure upgrades. The conversion will include many improvements such as reduction in impervious, orderly parking an impervious surface, and moving existing trailer house from the north line, and placing a unit in line with other units. Over the next years the cabins are intended to be taken down and replacing with new cabins. The proposal is located at 45560 Executive Drive, Section 4 of Lida Township; Franklin Lake (56-759), RD. Steve Buzick and Jack Rosenthal (surveyor) represented the Application. All correspondence has been forwarded to the Planning Commission and Applicant for review. Motion: A motion by Boyer, second by Trites to approve as presented. Voting By Roll Call: All Members in favor. Beaton Family Trust / Don Beaton Et Al – Approved Revised Design With A Condition: A Conditional Use Permit Application (as stated by the Applicant on the Application): This is a re-visit application from the May meeting. Township has been contacted and support the Beaton Family (developers) request to build the formerly approved road (approved with conditions in May 2021) in conjunction with a road running north-south through the wetland (see proposed grading profile and cross section same as former approved road plan). The proposal is located at 26140 460th St, Sections 2 & 3 of Lida Township; Crystal Lake (56-749), RD. Jack Rosenthal (surveyor) and Jade Berube represented the Application. All correspondence has been forwarded to the Planning Commission and Applicant for review. Mike McNabb (Lida Township) indicated that Lida Township has no objection to development, expressed concerns on the road that leads to this development from the east (Crystal Beach Road); he stated Crystal Beach Road does not meet Lida Township standards. Gary Hovland (Lida Township) indicated Crystal Beach Road does not meet Township standards. Mark Issacson had questions on the request and would like an alternative exit from Crystal Beach Road. Scot Manthe (developer of plat serviced by Crystal Beach Road) expressed concerns on an unrecorded road ordinance for Lida Township, stating that the Township signed-off on the Final Plat that includes Crystal Beach Road. Otter Tail County, Planning Commission September 8, 2021; Page 5 Break: The Commission took a 7-minute break at 9:54 P.M. Motion: A motion by Trites, second by Boyer to approve the revised design dated September 2, 2021, subject to approval from the appropriate government agencies (i.e., Wetland Conversation Act) involved. Voting By Roll Call: All Members in favor. Adjourn: At 10:10 P.M., Chairman Wilson adjourned the Meeting. The next Meeting is scheduled for 6:30 P.M. on October 13, 2021. Respectfully submitted, Marsha Bowman Recording Secretary SCORE GRANT AGREEMENT FY22-26 State of Minnesota Doc Type: Contract/Grant Reference SWIFT Contract Number: 192199 AI: 121914 Activity ID: PRO20210002 A. COVERSHEET WITH SIGNATURES 1. County (“Grantee”) Name Otter Tail County 2. County (“Grantee”) Authorized Representative (SCORE Contact) Name Chris McConn or successor Address 1115 North Tower Road City, State, Zip code Fergus Falls, MN 56537 Phone Number 218-998-4898 Email cmcconn@co.ottertail.mn.us 3. MPCA (“State”) Authorized Representative Name Cathy Latham or successor Address 520 Lafayette Road North City, State, ZIP St. Paul, MN 55155 Phone 651-757-2466 Email cathy.latham@state.mn.us 4. County (“Grantee”) Signature SIGNATURE OF OFFICIAL WITH AUTHORITY TO SIGN: NAME___________________________________ SIGNED__________________________________ DATE:______________________________ I certify I have read the Grant agreement and will comply with all provisions including additional state, local, federal regulations and policies governing the funding that apply to my organization. DocuSign Envelope ID: 3342B0CA-5199-4AB9-93D7-CC0D21E8A62A Chris McConn B. GRANT AGREEMENT 1. Term of Grant Agreement A. Effective date: July 1, 2021, or the date the State obtains all required signatures, whichever is later. B. Expiration date: June 30, 2026, or until all obligations have been satisfactorily fulfilled, whichever occurs first. C. Survival of Terms. The following clauses survive the expiration or cancellation of this Grant agreement: 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 will carry out all duties under this agreement in accordance with Minn. Stat. § 115A.557. 3. Time The Grantee must comply with all the time requirements described in this grant agreement. In the performance of this grant agreement, time is of the essence. 4. Conditions of Payment All services provided by the Grantee under this grant agreement must be performed in accordance with Minn. Stat. § 115A.557 to the State’s satisfaction, as determined by 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. 5. Terms of Payment Payment amounts will be distributed according to Minn. Stat. § 115A.557, Subd.1. 6. Assignment Amendments, Waiver, and Grant agreement Complete A. Assignment The Grantee shall neither assign nor transfer any rights or obligations under this grant agreement without the prior written consent of the State, approved by the same parties who executed and approved this grant agreement, or their successors in office. B. Amendments Any amendments to this grant agreement 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 agreement, or their successors in office. C. Waiver If the State fails to enforce any provision of this grant agreement, that failure does not waive the provision or the State’s right to enforce it. D. Grant Agreement Complete This grant agreement contains all negotiations and agreements between the State and the Grantee. No other understanding regarding this grant agreement, whether written or oral, may be used to bind either party. DocuSign Envelope ID: 3342B0CA-5199-4AB9-93D7-CC0D21E8A62A 7. Liability Each party will be responsible for its own acts and behavior and the results thereof. 8. 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 agreement 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 agreement, receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later. 9. Government Data Practices and Intellectual Property Rights A. 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 agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this grant agreement. 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. B. 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 agreement. 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 agreement. 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 agreement, 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 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 DocuSign Envelope ID: 3342B0CA-5199-4AB9-93D7-CC0D21E8A62A to practice by the Grantee, including its employees and subcontractors, in the performance of this grant agreement, 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. (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 joint property of the State and Grantee, 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 10.2(b)(2). Said license is subject to the State’s publicity and acknowledgement requirements set forth in this grant agreement. 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. 10. 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. DocuSign Envelope ID: 3342B0CA-5199-4AB9-93D7-CC0D21E8A62A 11. Publicity and Endorsement A. Publicity Any publicity regarding the subject matter of this grant agreement must identify the State as the sponsoring agency and must use the MPCA logo and language provided by 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 agreement. All projects primarily funded by state grant appropriations must publicly credit the State of Minnesota, including on the grantee’s website when practicable. B. Endorsement The Grantee must not claim that the State endorses its products or services. 12. Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice-of-law provisions, governs this grant agreement. Venue for all legal proceedings out of this Grant agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 13. Termination A. Termination by the State The State may immediately terminate this grant agreement 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. B. Termination for Cause The State may immediately terminate this grant agreement if the State finds that there has been a failure to comply with the provisions of this grant agreement, 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. C. Termination for Insufficient Funding The State may immediately terminate this grant agreement if: (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. DocuSign Envelope ID: 3342B0CA-5199-4AB9-93D7-CC0D21E8A62A 14. 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. 15. Availability of Records In the event a monitoring visit(s) is required by the State, the Grantee shall cooperate with the State and shall comply with the State’s request for documentation and other information, before, during and/or after the visit(s). DocuSign Envelope ID: 3342B0CA-5199-4AB9-93D7-CC0D21E8A62A September 14th, 2021 Chair Mary Murphy House Redistricting Committee 343 State Office Building St. Paul, MN 55155 Dear Chair Murphy and Members of the House Redistricting Committee, On behalf of the Otter Tail County Board of Commissioners, I respectfully submit this written testimony for consideration in redistricting proceedings before the Legislature and Courts. Per the latest Census, Otter Tail County is home to 60,081 residents and is a well-defined community of interest that we urge you to keep whole when drawing legislative districts. Otter Tail County is home to 22 cities and 62 townships and is the second most populous whole county in the current 7th Congressional District. Otter Tail County is a diverse county with communities of many different populations and languages spoken across the county. We are a county with a growing economic base, a job center, a tourism center, and regional population center. Our County Board knows that Otter Tail County residents’ voice will be stronger with legislative representation that is focused on the unique issues and opportunities facing our community. Historically, redistricting processes have recognized the importance of keeping Otter Tail County together for legislative districts. Following the 2002 redistricting process and drawing of legislative districts, all of Otter Tail County was included in one Senate District with one House District entirely within Otter Tail County. We believe that a Senate District that comprises the whole of Otter Tail County plus adjacent counties and one House District entirely within Otter Tail County will maximize effective legislative representation for our residents. The Otter Tail County Board of Commissioners appreciates your consideration and dedication to a fair redistricting process. Sincerely, Leland R. Rogness Chair, Otter Tail County Board of Commissioners Otter Tail County Application for Business Assistance Financing Page - 1 OTTER TAIL COUNTY, MINNESOTA Business Assistance Financing Application – Tax Abatement APPLICANT INFORMATION: Date: ________________________ Business Type: Corporation Sole Proprietorship Partnership Other Please select: New Business Existing Business # of Years in Business __________ Contact Person / Authorized Representative: _______________________ Daytime Phone: ________________ Alternate Phone: _______________ Title:_______________________ Email: ______________________ PROJECT INFORMATION: Please attach a description of the proposed project (including building size, building type, site plan and sketches). Please attach a description of why the assistance is needed, be specific. Please attach a legal description of the property. Location of Proposed Project: _____________________________________________________________ Parcel #’s: ____________________________________________ ____________________ Present ownership of site: _________________________________________________________________ Current Property Taxes: City/Township ___________ County___________ School ___________ Amount of Business Assistance Requested: __________________________________________________ Anticipated project start date: ______________________ Completion Date: _____________________ Business Name: ____________________________________________ Business Address: ___________________________________________ City: ______________________________________ State: ___MN______ Zip Code: __________ PUBLIC PURPOSE: What benefits will the County and its residents gain if assistance is provided? Increase or preserve the tax base Provide employment opportunities Help redevelop or renew blighted areas Help provide access to services for residents Development of quality child care opportunities Preservation and creation of resorts Creation of affordable workforce housing Other (please describe) Revised March 2021 Otter Tail County Application for Business Assistance Financing Page - 2 Contact Name: _____________________________ Phone Number: _____________________________ LENDER INFORMATION: Business Name:____________________________ City/State/Zip: ______________________________ LEGAL COUNSEL: Business Name: ____________________________ City/State/Zip: ______________________________ Contact Name: _____________________________ Phone Number: _____________________________ FINANCIAL INFORMATION: Estimated Project Related Costs: 1.Land Acquisition $ ____________________ 2.Site Development $ ____________________ 3.Building Cost $ ____________________ 4.Equipment $ ____________________ 5.Architectural/Engineering Fees $ ____________________ 6.Legal Fees $ ____________________ 7.Off-Site Development Costs $ ____________________ 8.Other (please explain)$ ____________________ 9.TOTAL PROJECT COST $ ____________________ Sources of Financing 1.Private Financing Institution $ ____________________ 2.Tax Abatement Funds (Total Request) $ ____________________ County Participation: Number of Years: ___________Annual Portion: $____________Total Abatement: $ __________ 3.Other Public Funds 4.Developer Equity 5.Other Financing 6.TOTAL SOURCES $ ____________________ $ ____________________ $ ____________________ $ ____________________ City/Township Participation:Number of Years: ___________Annual Portion: $____________ Total Abatement: $ __________ School Participation:Number of Years: ___________Annual Portion: $____________ Total Abatement: $ __________ Revised March 2021 Otter Tail County Application for Business Assistance Financing Page - 3 FINANCIAL INFORMATION – continued: Has the business, owners or parent company ever declared bankruptcy? No _____ Yes _____ Has the business, owners or parent company ever defaulted on any loan commitment? No ______ Yes ____ Has your business or parent company received a business subsidy, for this or any other project, from another Minnesota unit of government during the past 5 years? No _____ Yes _____, please describe: If yes is checked, please attach a description of the subsidy and by whom it was provided. PLEASE INCLUDE WITH COMPLETED APPLICATION: Background material of company Businesses Articles of Incorporation or Partnership Agreement Description of the proposed project (including building size, building type, site plan and sketches) Description of why the assistance is needed Legal description of the property Preliminary financial commitment from bank (commitment letter) Pro Forma Analysis – including 3 years of projections 3 years of Financial Statements/History $500 application fee made payable to Otter Tail County Treasurer AUTHORIZED SIGNATURE OF APPLICANT Applicants are required to provide the County with a $500 deposit to cover administration and consulting expenses associated with your project. Unused funds will be returned upon completion of this process. In some cases, administrative and consulting expenses may exceed $500. In such cases, applicant approval will be sought before incurring additional expenses. The applicant agrees to provide additional information if requested by the County. _____________________________________ _____________________________ __________________ Applicant Title Date If abatement request is approved – an abatement agreement is required When complete – please return to: Otter Tail County Community Development Agency 520 Fir Avenue West Fergus Falls, MN 56537 218-998-8050 phone cda@co.ottertail.mn.us Revised March 2021 Andrew Leonard 7/30/21 Adopted: 9-17-2019 Modified: 10-6-2020, 9-XX-2021 Page 1 of 2 OTTER TAIL COUNTY - MINNESOTA Property Tax Rebate Program for New Single and Two-family Homes Intent The purpose of the Otter Tail County Tax Rebate Program is to encourage the construction of new primary residence single and two-family housing units and to encourage replacement of dilapidated housing structures within Otter Tail County between January 1, 2020 and December 31, 2024. Eligible Participants Any person who constructs a new single family or two-family home and who files application materials and seeks formal approval from appropriate local jurisdictions between January 1, 2020 and December 31, 2024 may be eligible to receive a 100% tax rebate of the County’s share of increased real estate taxes as a result of building a new home, for a period of up to five (5) years or up to $10,000 (whichever is met first) provided all of the following criteria are met: 1. Property is located within Otter Tail County and zoned properly for the proposed residence. 2. The applicant/property shall not have benefitted other local financial assistance (including tax increment financing (TIF), Workforce Housing, Small Cities Development Program). 3. Project is built to all local, state and federal regulations at the time the building/zoning permit is obtained. 4. Property taxes are current and paid on time and in full. Failure to keep property taxes current shall result in revocation of the tax rebate for each year taxes are not current. 5. Administrative approval must be obtained prior to the start of construction of the new home. The real estate taxes to be rebated shall be for up to the full amount of the real estate taxes collected resulting from the added tax base of the newly constructed home annually. The current value of the property (defined as “original value”) will not be rebated as part of this program. Any eligible rebate is calculated on the tax increase due to a value increase resulting from the new improvement. Partially constructed housing may result in the rebate in the first rebate year that may be significantly less than the following years. This will still be considered one of the five years of eligible rebate. In the event the property owner refuses access to County Assessor staff to perform an appraisal for tax assessment purposes, the tax rebate shall expire for the remaining term of the rebate period. The rebate period will begin in the tax year the property realizes a value increase over original value due to construction of the housing project. In the event construction has not commenced within one year of approval, the rebate is eliminated and the property owner will need to reapply in accordance with the program. Additionally, the rebate: • Will transfer with the sale of the property for the balance of the five-year period or until the $10,000 maximum rebate is met • Does not include voter approved property tax referendums • Does not apply to or include existing and/or new assessments to the property • Shall only be payable in the years in which the owner is a permanent resident of Otter Tail County Adopted: 9-17-2019 Modified: 10-6-2020, 9-XX-2021 Page 2 of 2 The County shall provide the awarded rebate payment following payment of due real estate taxes annually. One single payment shall be made to the owner of record at the time of the payment by December 30 for that calendar year. Application Minnesota Statute requires the County to approve each rebate application. A complete application shall consist of the following: • A statement requesting the tax rebate for eligible projects addressed to the Otter Tail County Community Development Director; • Address (if assigned at time of application) and/or property identification number; • A site plan for the proposed project; and • Submit a copy of the building/zoning permit once issued, as applicable. Applicant shall sign a statement to the effect that no construction has started prior to the administrative approval of the applicant’s rebate request. For the purposes of this provision, construction shall include the installation of footings, slab, foundation, posts, walls or other portions of a building. Site preparation, land clearing or the installation of utilities shall not constitute construction. The Community Development Director will forward the completed application to the County Board for consideration. The County Board shall schedule a date for a public hearing on the request(s) pursuant to Minnesota Statute, Sections 469.1812 to 469.1815 to receive public input on each request and shall pass a resolution providing a formal approval or denial said application. The Community Development Director shall also forward the completed application to the appropriate City or Township and School District in the event one or more of these taxing jurisdictions have adopted policies and procedures for property tax rebates for single family or two-family residential construction. Prior to the public hearing, Otter Tail County staff may perform a site inspection to verify no construction has commenced. Each taxing entity retains its individual authority on property tax rebates. The County is solely responsible for its share of property tax rebates and this policy does not allow the County to rebate City, Township or School District property taxes. RESOLUTION DIRECTING SALE OF COUNTY-OWNED PROPERTY IN VERGAS, MINNESOTA Otter Tail County Resolution No. 2021 - Click here to enter text. WHEREAS, the Otter Tail County (the “County”) Public Works garage located at 140 East Linden Street, Vergas, Minnesota, Parcel Number: 82000990070002 (the “Property”) will be vacated by the County in 2022 and no longer needed for County operations after such time; and WHEREAS, the City of Vergas (the “City”) has expressed interest in acquiring the Property to support the success of economic and housing development activities occurring in the City’s downtown district as well as for possible use by the City of Vergas for its operations; and WHEREAS, the County has determined that it is appropriate to support the City of Vergas in such activities by selling the Property to the City when no longer needed by the County for its operations; and NOW, THEREFORE, IT IS HEREBY RESOLVED: 1. That staff is directed to develop terms of the sale and to prepare necessary documents to enter into the sale of the Property located at 140 East Linden Street, Vergas to the City of Vergas for future consideration by the Board of Commissioners. 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 Click here to enter text. day of Click here to enter text. 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 Click here to enter text. day of Click here to enter text. 2021. ________________________________ Nicole Hansen, Clerk https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 2/11/21 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 7381 Airport View Drive SW Rochester, MN 55902 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) For extension requests only - 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 Note: When the notice to neighbors and property owners is required 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: Kyle & Stephanie Goeller Name: Address: 45370 Cty Hwy 19 Address: City: Sebeka State: MN City: State: Phone: 218-539-0001 Zip: 56477 Phone: Zip: Email: stylehh10@hotmail.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: Style-Heaven Holstein Name: Kyle & Stephanie Goeller Facility is a MN Ag Water Quality Certified Farm (MAWQCP) Street: 45370 Cty Hwy 19 Complete if facility address is different than the primary owner address: City: Sebeka State: MN Street: 45370 Cty Hwy 19 Phone: 218-539-0001 Zip: 56477 City: Sebeka State: MN Cell phone: 218-539-0001 Phone: 218-539-0001 Zip: 56477 Email: (General letters/notices may be sent by email where one is indicated.) Feedlot Registration Number: https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 2/11/21 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, complete a. and b. below: a. What is the shortest distance from a well to any animal holding area? ft. What is the shortest distance from a well to any manure storage area? ft. b. Indicate if the well is any of the following types: 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 for the addition of 1,000 or more animal units (AU) at any facility. This threshold is reduced to 500 AU in “sensitive areas”. 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 two or more projects located in the same geographic area and constructed 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. 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. https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 2/11/21 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. 1.4 185 259 185 259 Mature cow (milked or dry) under 1,000 lbs. 1.0 27 27 27 27 Heifer 0.7 80 56 80 26 Calf 0.2 30 6 30 6 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 348 348 https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 2/11/21 Page 4 of 7 VIII. Animal holding areas Do any animals at the facility have access to pasture? Yes No Complete the table below for the following animal holding areas. If needed, continue your list on an additional copy of this page. 1. Total confinement barn with underfloor pit - A barn where animals cannot access an outdoor area and liquid manure enters storage directly beneath the floor. This includes “shallow pits” or “pull plugs”. 2. Total confinement barn - A barn where animals cannot access an outdoor area. 3. Partial confinement barn - A barn where animals can directly access an outdoor area (ie. associated open lot). 4. Open lot - An uncovered area where animals are housed outdoors. 5. Individual animal housing area - A structure that houses only one animal at a time (ie. calf huts/hutches). 6. Working-Sorting-Hospital area - A structure or area, covered or uncovered, where animals temporarily enter during load-out or load-in events or when additional care is needed to address medical issues with the animal. 7. Milk parlor-Holding area - A structure or area where animals temporarily enter prior to or during milking. Animal holding area ID List each animal holding area in a separate column Use the far right column for non-rectangular holding areas Non-Rectangular Facility Site Sketch ID (i.e., #1, A, Barn 1) 1 2 3 4 5 6-Hutches Status: (check one box only) Proposed - not permitted previously or permitted but not yet operational Existing - current operational component Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating List approximate holding area dimensions in feet (If non-rectangular, use the far right column and list surface area) Non-Rectangular Type of animal holding areas Length X Width Length X Width Length X Width Length X Width Length X Width (Surface Area) Total confinement barn with underfloor pit X X X X X sq. ft Underfloor pit maximum depth (ft) Pit Depth: Pit Depth: Pit Depth: Pit Depth: Pit Depth: Pit Depth: Underfloor pit volume (gal) gal gal gal gal gal gal Total confinement barn 176 X 76 X X X X sq. ft Partial confinement barn X X 120 X 48 X 70 X 44 sq. ft Associated open lot dimensions (list area for non-rectangular lots) X X X X X X sq. ft 87,120 sq. ft sq. ft 43,560 sq. ft sq. ft sq. ft Open lot X X 120 X 80 X 70 X 20 sq. ft Individual animal housing area X X X X X 32 sq. ft (ie calf huts/hutches that house one animal) Quantity: Quantity: Quantity: Quantity: Quantity: Quantity: 30 Working-Sorting-Hospital area X X X X X sq. ft Milk parlor-Holding area X X X X X sq. ft Other buildings for animal husbandry X X X X X sq. ft 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.) 150 35 Mature dairy cows (under 1,000 lbs.) 27 Dairy heifers 40 40 Dairy calves 30 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. Other: https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 2/11/21 Page 5 of 7 IX. Liquid Manure Storage Areas (LMSA) Complete the table below for all your LMSAs based upon liner type. If needed, continue your list on an additional copy of this page. Additional Instructions: 1. Do not list below barn LMSAs in this table – This information has been captured in the animal holding areas table. 2. LMSAs with more than one liner type - List this LMSA in the category that represents the sidewall primary liner type. For example: a LMSA with a concrete floor and earthen sidewalls should be listed in the LMSA - Earthen category. 3. LMSAs with dual liners, which is a primary liner underlain by a secondary liner (typically only in karst susceptible areas) - List the LMSA in the category that represents the primary liner; which is, the liner in direct contact with the manure. For example: a HDPE plastic lined LMSA underlain by a compacted clay liner should be listed in the LMSA - Synthetic category. 4. Use the two right columns for circular and other non-rectangular shapes. LMSA ID List each LMSA in a separate column Circular Non-Rectangular Facility Site Sketch ID 8 Status: (check only one) See animal holding area table for definitions Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Type of LMSA Liner List approximate LMSA dimensions in feet (If non-rectangular, use the appropriate column and list diameter or surface area) Non-Rectangular Do not list below barn LMSAs Length X Width Length X Width Length X Width Length X Width Length X Width Circular (Surface Area) LMSA - Earthen X X X X X Diameter: sq. ft Maximum depth (ft) Depth: Depth: Depth: Depth: Depth: Depth: Depth: LMSA - Concrete X X X X X Diameter: sq. ft Maximum depth (ft) Depth: Depth: Depth: Depth: Depth: Depth: Depth: LMSA – Synthetic a X X X X X Diameter: sq. ft Maximum depth (ft) Depth: Depth: Depth: Depth: Depth: Depth: Depth: LMSA – GCL b 246 X 195 X X X X Diameter: sq. ft Maximum depth (ft) Depth: 13 Depth: Depth: Depth: Depth: Depth: Depth: LMSA – Steel tank c X X X X X Diameter: sq. ft Maximum depth (ft) Depth: Depth: Depth: Depth: Depth: Depth: Depth: LMSA – Other X X X X X Diameter: sq. ft Maximum depth (ft) Depth: Depth: Depth: Depth: Depth: Depth: Depth: List the LMSA volume in gallons Volume of LMSA (gal) 2,688,671 a. Synthetic liners include all plastic or rubber liners (HDPE, EPDM, LDPE, LLDPE, PVC, etc.). b. GCL refers to all types of geosythetic clay liners where bentonite clay is confined between two synthetic membranes (ie. bentomat®). c. Steel tank refers to above ground steel tanks including those with concrete floors (ie. slurrystore®). X. Other Facility Components Complete the table below for the following facility components. If needed, continue your list on an additional copy of this page. 1. Permanent Stockpile - An area where solid manure is stored or processed. Do not list temporary stockpiles 2. Feed Storage Area - Areas where any type of feed is stored in outdoor piles/bunkers, including those covered with plastic. DO NOT list vertical silos, grain bins, commodity sheds, or other totally enclosed structures. 3. Mortality Compost Area - ONLY list mortality management areas that compost dead animals with litter or manure. 4. Vegetated Infiltration Area (VTA) - A vegetated area with berms on all sides so that liquid can only leave via infiltration into the soil. 5. Filter-Buffer Strip - A vegetated area where liquid flows over a grassed area and is allowed to leave the area via surface flow. Component ID List each component in a separate column Use the two far right columns for non-rectangular shapes Non-Rectangular Non-Rectangular Facility Site Sketch ID 7 3 5 9 2 4 Status: (check only one) See animal holding area table for definitions Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating Proposed Existing Eliminating List approximate component dimensions in feet (If non-rectangular, use one of the two far right columns and list surface area) Type of Component Length X Width Length X Width Length X Width Length X Width Length X Width Non-Rectangular Non-Rectangular Permanent Stockpile X 120 X 88 70 X 64 X X 87,120 sq. ft 43,561 sq. ft Feed Storage Area 230 X 60 X X X X sq. ft sq. ft Mortality Compost Area X X X X X sq. ft sq. ft Infiltration Area (VTA) X X X 540 X 220 X sq. ft sq. ft Filter-Buffer Strip X X X X X sq. ft sq. ft https://www.pca.state.mn.us • 651-296-6300 • 800-657-3864 • Use your preferred relay service • Available in alternative formats wq-f3-08b • 2/11/21 Page 6 of 7 XI. Construction stormwater (CSW) requirements (complete only if construction is proposed) When construction activities are proposed, indicate the expected acreage of soil disturbance: 2.0 acres Construction at the facility disturbs one acre or more but less than 5 acres must comply with the requirements of the CSW NPDES general permit, unless a separate application is made for a CSW permit. Prior to construction at the facility that disturbs 5 or more acres an application for a CSW permit is required. XII. Notifications and public meetings The notifications and public meetings below are required to be done before permit issuance. A. Notification to local zoning officials When required. This notification is required in either of the following situations: • Construction of a new feedlot, or manure storage area (i.e. new site) of any AU capacity. • Expansion of an existing feedlot, or manure storage area of any AU capacity. Notification methods. The applicant must provide notification of the construction or expansion to all local zoning authorities, including county, town, and city zoning authorities, at least 30 days prior to commencement of the construction or expansion. This notification must include, at a minimum, the information provided in Minn. R. 7020.2000, subp.4.,A (1) (a) (i to v). An example notification can be found in the factsheet Public Notification Requirements – Feedlots available on the MPCA website at https://www.pca.state.mn.us/feedlots. B. Notice to residents and property owners within 5,000 feet of a proposed project When required. This notice is required in either of the following situations: • Construction of a new feedlot, or manure storage area, which will have a capacity of 500 AU or more (i.e. new site). • Expansion of an existing feedlot, or manure storage area, which currently has, or will have upon completion of the expansion, a capacity of 500 AU or more. Notice methods. The owner shall not less than 20 business days before the anticipated issuance date of the permit, provide notice to each resident and each owner of real property within 5,000 feet of the perimeter of the proposed facility. This notice must include, at a minimum, the information provided in Minn. R. 7020.2000, subp.4. An example notice can be found in the factsheet Public Notification Requirements – Feedlots available on the MPCA website at https://www.pca.state.mn.us/feedlots. Verification of notice. The MPCA must verify that this notice has been completed prior to permit issuance. Please include with this permit application one of the following options that provides verification that the required notice has been completed: • An affidavit of publication from a newspaper of general circulation used to provide this notification. • A list of all parties, with their location, that were notified by certified mail and copies of all signed mail return receipts. • A list of all parties, with their location, that were personally visited with a date and signature from each party and certification signed by a notary public indicating in detail what was discussed. C. Non-delegated county public meeting minutes (Minn. Stat. § 116.07, subd. 7(l)) 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 of this requirement prior to permit issuance. KYLE GOELLER 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 Goeller 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 not permitted. The facility plans to be permitted for 348 Animal Units. Confinement Areas & Manure Storage: • Map shows existing facilities and planned renovations. MinnFARM calculations are included to show compliance. • Facility 8 will be a new earthen lined LMSA. 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 south to north 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 GCL liner. A perimeter tile is planned. Test pits did not show any seepage near the planned pond bottom. 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 Goeller Dairy Ypsilanti, ND DESIGN SUMMARY August 2021 Feed supply: A high quality feed supply is important for maximizing milk production, fetal development, animal health, and minimizing waste. Anthony 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, calves, and heifers. Anthony 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 348 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 Goeller Dairy Ypsilanti, ND DESIGN SUMMARY August 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 150 lactating cows and 142 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,: 150 x 40 gpd/hd = ~6,000 gallons; 142 x 10 gpd/hd = ~1,420 gallons; Estimated demand for all head; 6,420 gallons over an 8 hr window = ~14 gpm Does not include incidental water. -with headloss’s the system will need more than 14 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 Goeller Dairy Ypsilanti, ND DESIGN SUMMARY August 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 Goeller Dairy Ypsilanti, ND DESIGN SUMMARY August 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 Goeller Dairy Ypsilanti, ND DESIGN SUMMARY August 2021 Page 1 of 2 MODEL INPUTS Farm Name Compliance = YES Address or other information INDEX = 0 Evaluation Date 8/6/18 Phone 3/4/2009 County Evaluator Are animal numbers the same all year? Average Annual Numbers Feedlot area 2 % snow removed lot=0 % paved 0 %% snow removed A2=0 Scrape lot every 180 days Scrape lot every Scrape lot every 0 Scrape lot every 0 Slope 1.0 %AUD=2580092 AUD=2580092 AUD=2580092 AUD=2580092 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 35 1400 24 50 700 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 = 0 Tributary D Tributary E Tributary F BUFFER INFORMATION Hydro Length Width Slope Cover Type or Rotation Your Soils Group Buffer A 540 220 feet 1.0 % Buffer B feet % Buffer C feet % Buffer D feet % MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Sebeka MN Kyle Goeller -Existing 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 9.92 acres Adjacent D Adjacent E Compliance = YES Adjacent F INDEX = 0 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 0.3 Other Comments? MODEL RESULTS FOR:Kyle Goeller -Existing lot 8/6/18 3/4/2009 Site Summary Site Evaluation Results Total Feedlot Area =0.00 acres Roof Area =0.00 acres Does Evaluation Indicate Total Area 2 =0.00 acres Regulatory Compliance?YES Total Buffer Area =2.73 acres Total Area 3 =0.00 acres Prioritization INDEX =0 Ratio of Buffer to Feedlot Area (includes Area 2)=59400.00 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 Property Boundary The Water of Concern is a Non-Public Wetland The name of the WoC is was not provided The distance from the EoT to the WoC is 1320 ft Seasonal Runoff Summary Average Seasonal and Annual Runoff Volume Location (units)Spring Summer Fall Winter Annual Feedlot Edge (acre-in)0.00 0.00 0.00 0.00 0.00 Buffer Edge (acre-in)0.62 0.59 0.27 1.06 2.54 Average Annual Loading from Feedlot Compliance Parameter (units)Spring Summer Fall Winter Annual Indicator COD (lbs)0 0 0 0 0 Phosphorus (lbs)0 0 0 0 0 4.0 Nitrogen (lbs)0 0 0 0 0 Fecal Coliform (cfu)0.0E+00 0.0E+00 0.0E+00 0.0E+00 0.0E+00 BOD 5 (lbs)0 0 0 0 0 100.4 <=Using BOD Based limit Comments MinnFARM Version 2.2 UMN BBE Cover Type or Rotation Manure Pit/Pond Design Level I - Rectangular version 1.0 Date: Designed by: Checked By:Date: 4 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 Liner Thickness ft Storage Period 2 Liner Volume (including ramp) 1.5 ft Thick cu yd Total Volume Required Storage Period 1 Storage Period 2 Volume Provided Pump Out Marker Determination 7.00 7.00 7.00 16 7 Bedding Volume ft3/day (BV)/day 2.00 Bottom Area (ft2) 207 258 53,406 13.0 Total Bottom Width, ft (BW) Bottom Length, ft (BL) Side 1 Side 3 Top Length (ft) Top Area (ft2) 3 0 Depth (ft) 129 195 25,110 Accumulated Solids Depth (ft) 135 186 246 47,970 10.0 Design Top Width (ft) 330 (gallons)(gallons) 0 TWW, (ft3) (gallons) 162,281 TBV, (ft3) 82,125 614,377 TBV, (ft3) (gallons) 357 92.7 No Amount of Bedding Used lb/day/au (WB) Bedding Unit Weight lb/ft3 (BUW) 28 17,958.8 2,688,671 AnimalUnits (AU) % topond 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 445 225 Clay Liner TWW, (ft3) 3,085 1.5 TVM, (ft3)(gallons) 0.54 8/12/2021 Bedding P-E minimum of zero skk Totals for Given Storage Period Ag Waste Storage Pond Design 1 2 365 0 1.00 2.00 1030Calves Animal Type # ofAnimal (N) Animal Weight lbs (W) Otter Tail, East January December Manure Production 1.80 0.82 Animal Units 9.7 1.0 10.0 2.0 1.30 10,293 77,001 Volume Provided (ft3) Volume Provided (gal) 359,400 TVM, (ft3) (gallons) Period 1 484,887 3 Effective Total ft3 gal 302,734 339,081 2,536,667 Marker Height From Pond Bottom (ft) Producer: County: Township: Kyle Goeller Dairy Blowers 0 0 0 405 22 18 0 225 0 0 100 50 1500 2,264,750 Waste Water 1500 1200 750 560 0 0.001.24 0 Section: 0.23 150 35 Lactating Cow Dry Cow 27 50 225 53 32 38 1 0 Springers Heifers 7.00 0.97 Storage Period 0.93 Without Freeboard 383,559 1,214,021 3 3 83.0 23,220 180 Effective Side 4 Side 2 Note: Leave ramp width and slope blank if no ramp is provided. Marker Elevation Period 2 Hydrology Output version 1.0 Date: Designed by: Checked By:Date: 4 T ##N R 36 W Start Month Unsurfaced Drainage Area (Ac)Through Month Surfaced Drainage Area (Ac)Days in Storage Period (D)Evaporation Producer:Kyle Goeller Dairy 8/12/2021 County: Volume (gal) 0.97 P-E minimum of zero 0.23 Section: Township:Blowers Volume (ft3) 137,863 Storage Period 2 Totals Normal Totals:65,954 493,405 18,428 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.) 18,428 137,863 0 0 04.81 12.50 48,035 359,352 25.89 25yr-24hr 3.50 4.26 17,919 134,053 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 48,035 339,081 Normal Volume (no storm)(ft3)302,734 36,348 166,508 172,573 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 2 10093.1302' 10293.3246' 98.564' stn 2 stn 2 3 9969.8630' 10076.6893' 99.526' stn 3 stn 3 4 9944.6669' 9870.2033' 100.145' stn4 stn4 5 9936.7883' 9703.8745' 99.734' stn5 stn5 GCL information PRODUCT DATA SHEET AT THE CORE: This composite clay liner is intended for moderate to steep slopes and moderate to high load applications where increased internal shear strength is required. GSE BentoLiner NSL Geosynthetic Clay Liner GSE BentoLiner “NSL” is a needle-punched reinforced composite geosynthetic clay liner (GCL) comprised of a uniform layer of granular sodium bentonite encapsulated between a woven and a nonwoven geotextile. The product is intended for moderate to steep slopes and moderate to high load applications where increased internal shear strength is required. Product Specifications Tested Property Test Method Frequency Value Geotextile Property Cap Nonwoven, Mass/Unit Area ASTM D 5261 1/200,000 ft2 6.0 oz/yd2 MARV(1) Carrier Woven, Mass/Unit Area ASTM D 5261 1/200,000 ft2 3.1 oz/yd2 MARV Bentonite Property Swell Index ASTM D 5890 1/100,000 lb 24 ml/2 g min Moisture Content ASTM D 4643 1/100,000 lb 12% max Fluid Loss ASTM D 5891 1/100,000 lb 18 ml max Finished GCL Property Bentonite, Mass/Unit Area(2)ASTM D 5993 1/40,000 ft2 0.75 lb/ft2 MARV Tensile Strength(3)ASTM D 6768 1/40,000 ft2 30 lb/in MARV Peel Strength ASTM D 6496 ASTM D 4632(4) 1/40,000 ft2 3.5 lb/in MARV 21 lb MARV Hydraulic Conductivity(5)ASTM D 5887 1/Week 5 x 10-9 cm/sec max Index Flux(5)ASTM D 5887 1/Week 1 x 10-8 m3/m2/sec max Internal Shear Strength(6)ASTM D 6243 Periodically 500 psf Typical TYPICAL ROLL DIMENSIONS Width x Length(7)Typical Every Roll 15.5 ft x 150 ft Area per Roll Typical Every Roll 2,325 ft2 Packaged Weight Typical Every Roll 2,600 lb NOTES: • (1)Minimum Average Roll Value. • (2)At 0% moisture content. • (3)Tested in machine direction. • (4)Modified ASTM D 4632 to use a 4 in wide grip. The maximum peak of five specimens averaged in machine direction. • (5)Deaired, deionized water @ 5 psi maximum effective confining stress and 2 psi head pressure. • (6)Typical peak value for specimen hydrated for 24 hours and sheared under a 200 psf normal stress. • (7)Roll widths and lengths have a tolerance of ±1%. GSE is a leading manufacturer and marketer of geosynthetic lining products and services. We’ve built a reputation of reliability through our dedication to providing consistency of product, price and protection to our global customers. Our commitment to innovation, our focus on quality and our industry expertise allow us the flexibility to collaborate with our clients to develop a custom, purpose-fit solution. For more information on this product and others, please visit us at GSEworld.com, call 800.435.2008 or contact your local sales office. This Information is provided for reference purposes only and is not intended as a warranty or guarantee. GSE assumes no liability in connection with the use of this Information. Specifications subject to change without notice. GSE and other trademarks in this document are registered trademarks of GSE Lining Technology, LLC in the United States and certain foreign countries. REV 13JUN2012 595 Standard 595 conformance 24 ml/2 g min yes 12% max yes 18 ml max yes 0.75 lb/ft^2 yes 1 x 10-8 m/s max yes 11.9' w X 73'yes BENTOLINER GCL PRODUCTS INSTALLATION QUALITY ASSURANCE MANUAL Contents 1.0 INTRODUCTION .........................................................1 2.0 UNLOADING PROCEDURES ..............................................1 3.0 STORAGE ..............................................................1 4.0 SUBGRADE PREPARATION ...............................................2 5.0 DEPLOYMENT ..........................................................2 6.0 OVERLAPS & SEAMS ....................................................3 7.0 ATTACHMENT DETAILS ..................................................3 8.0 ANCHORING ...........................................................3 9.0 REPAIRS ...............................................................3 10.0 INSPECTION ...........................................................3 11.0 COVER MATERIAL ......................................................3 12.0 HYDRATION & ACTIVATION .............................................4 BentoLiner GCL Products 1 1.0 INTRODUCTION This manual provides an overview of the GSE Installation Quality Assurance procedures consistent with industry accepted practices to ensure that the GSE BentoLiner GCL products installed will best perform for its intended purpose. In addition, all installation work will be performed in strict accordance per the customer’s specifi cations. Please read the procedures below completely before you begin. If you need further clarifi cation, contact the GSE Engineering Support Staff for assistance or please refer to ASTM D 6102, Standard Guide for Installation of Geosynthetic Clay Liners and ASTM D 5888, Standard Guide for Storage and Handling of Geosynthetic Clay Liners. Remember safety fi rst and use safe practices always on every project. 2.0 UNLOADING PROCEDURES As with all lifting or unloading operations, appropriate equipment and experienced personnel should be employed along with proper safe handling methods. The party responsible for unloading the GSE BentoLiner should contact GSE prior to shipment to determine the correct unloading methods and equipment if different from the pre- approved and specifi ed methods as described below. Lifting GCL rolls can typically be accomplished with by using a 2.5 in - 3.0 in (63 mm - 75 mm) outside diameter (O.D.) steel pipe (preferably solid), with a wall thickness capable of providing suffi cient beam strength to support the weight of the roll, which average less than 3,000 lb (1,364 kg) and the length is approximately 18 ft (5.5 m). This core pipe is inserted through the hollow center of the GCL cardboard core. Heavy-duty slings or chains, which are approximately 10 ft (3.1 m) long, each are attached to each end of the pipe, which are then fastened to a I-beam spreader bar or a GSE approved alternative. Care should be taken to ensure that lifting chains or straps do not rub, chafe, or otherwise damage the GCL. A crane, backhoe, front-end loader or another suitable piece of construction equipment can then lift the entire assembly. An all-terrain, extendable boom forklift, such as a Lull or Caterpillar Telehandler, can be fi tted with a special, solid steel “carpet pole” or stinger, typically 14.0 ft (4.3 m) in length having an outside diameter of no more then 3.38 in (8.6 mm). The carpet pole can be inserted into the hollow cardboard core of the GCL roll. The roll should not be fully suspended until the pole extends through the entire length of the core tube or you run the risk that the core may break creating additional handling and unloading diffi culties A properly structured and supported pole can be used to unload GCL rolls onsite. As an alternative, straps that are appropriately rated can be used as a GSE approved lifting method to unload GCL rolls. Lifting straps are supplied on every roll. Each GCL roll label contains roll weight information that should be consulted in determining appropriate lifting equipment and factors of safety. The CQA inspector or owner’s representative should verify that only appropriate handling equipment is utilized, i.e. equipment that does not pose any danger to personnel or undue risk of damage or deformation to the liner material. 3.0 STORAGE While stored GCL needs to be kept dry and away from potential fl ooding or high storm runoff. On the job site storage methods include; storing the rolls tarped on pallets; storing the rolls under roof in a clean, dry protected area; and storing the rolls on a fl at, dry, stable surface suitably covered with protective waterproof tarps. Rolls can be stacked as long as it is done in a manner that prevents them from rolling, shifting, or spontaneously moving. Maximum roll height should be determined by CQA personnel, but never more than can be safely managed considering site conditions, equipment and personnel. Stored rolls should be tarped and remain in their original, unopened plastic shipping sleeves to prevent damage and undue prehydration prior to installation. Any rolls that come in contact with water should be examined by CQA or an owner’s representative prior to installation. Prehydrated or physically damaged rolls should be set aside for further examination to determine the plausibility of repair or need to replace. GSEworld.com Installation Quality Assurance Manual 2 4.0 SUBGRADE PREPARATION The surface upon which the GSE BentoLiner is installed should be smooth and free of wheel ruts, debris, roots, sticks, and rocks larger than 1.0 in (25 mm). Site specifi c compaction requirements should be followed in accordance with the project plans and specifi cations. At a minimum, the site should be smooth rolled the level of compaction such that installation equipment and other construction vehicles traffi c does not cause rutting greater than 1.0 in (25 mm) deep. Furthermore, all protrusions extending more than 0.5 in (12 mm) from the subgrade shall be removed, crushed, or pushed into the subgrade. In applications where the product is the sole barrier, subgrade surfaces consisting of gravel or granular soils may not be acceptable due to their large void content. For these applications, the subgrade shall be greater than 80% fi nes and contain no particles larger than 1 in (25 mm). In all high head, water containment applications, i.e. maximum water depth greater than 1 ft (30.5 cm), GSE recommends the use of a coated or laminated GCL such as GSE BentoLiner CNSL. Immediately prior to deployment of the GCL, the subgrade shall be fi nal compacted to fi ll in any remaining voids or desiccation cracks and to ensure that no sharp irregularities or abrupt elevation changes exist greater than 1.0 in (25 mm). The surfaces to be lined shall be maintained in this condition and free of standing water. GCL can be deployed on a frozen subgrade, if the subgrade would meet all the conditions as previously outlined if unfrozen. The subgrade surface and preparation should be inspected and certifi ed by the CQA inspector prior to GSE BentoLiner placement. Upon approval by the CQA inspector, it is the geosynthetic installer’s responsibility to communicate to the engineer of any changes in the condition of the subgrade that might render it out of compliance, with any of the requirements of the project specifi cation or ASTM Standard D 6102. 5.0 DEPLOYMENT As rolls are selected for deployment, the labels should be removed and recorded by the installer, along with any other pertinent information. The rolls should only be transported from the storage area using approved lifting equipment as described in section 2.0. The roll is supported during deployment, so that the fabric designated as the upper surface faces out, away from the installation vehicle. The free end of the roll can then be secured, while the vehicle supporting the roll slowly backs away, deploying the GCL as it moves. Alternatively, the free end can be manually pulled across an area to be lined by the installation crew while the equipment simply suspends the roll. Equipment traveling directly on GCL for deployment of overlying geosynthetics should be limited to lightweight ATVs maximum bearing capacity of 8.0 psi (34.5 kPa) or equivalent. Successive panels are overlapped according to project specifi cations and/or within the overlap lines stenciled on the upper surface of each panel. Wherever possible, installation of GSE BentoLiner should begin at high elevation and proceed to low elevation. This allows any precipitation to accumulate and drain quickly without adversely affecting the GCL. The edges of exposed GCL should be weighted down with sandbags or equivalent ballast to prevent uplift in the event of substantially strong winds. Only as much GSE BentoLiner as can be fully covered by the end of the day should be deployed or such amount that can be covered in a reasonably short time in the event of heavy precipitation. When GCL is being installed under a geomembrane, the leading edge should be folded back under the membrane at the end of the construction day. Temporary ballasting, such as sandbags, to prevent uplift and the infi ltration of runoff water should secure the leading edge of the membrane. GSE BentoLiner panels should be installed in a relaxed condition, free of wrinkles and folds. When fi tting the product into small areas or around construction details, use a sharp utility or hook blade knife to cut the liner to the appropriate dimensions. Adjacent panels should overlap at the edges as described in section 6.0 below. BentoLiner GCL Products 3 6.0 OVERLAPS & SEAMS Unless specifi ed differently adjacent lengthwise (longitudinal) seams should be overlapped a minimum of 6.0 in (150 mm). Granular bentonite should be used to augment all overlapped seams. Loose granular bentonite is placed between ajoining panels into the overlap area at a rate of 0.25 lb per linear foot (350 g per linear meter) of seam. Widthwise overlaps at the butt ends of rolls should be a minimum 12.0 in (300 mm). Seams should be shingled in a down slope direction, so that water fl ows across the seam from upslope sheet to the down slope sheet. When the liner is cut to fi t in small areas, i.e. into corners or around structures, adjacent panels should overlap a minimum of 1.0 ft (300 mm), adding abundant loose granular bentonite into the overlapped areas. 7.0 ATTACHMENT DETAILS The product should be installed around penetrations, structures, pipes, structures and other appurtenances according to the contract drawings. GSE BentoLiner may be secured to appurtenances by use of a stainless steel batten or clamps, mechanical fasteners, or other appropriate device if necessary to minimizing movement. The use of additional granular bentonite or bentonite paste is recommended to maximize the seal around structures or protuberances. 8.0 ANCHORING GSE BentoLiner is typically anchored in a trench around the perimeter of the lined area, which provides the required pullout resistance. In most cases, GCL can be anchored in the same trench as any adjacent geosynthetic liner components (if used). Dimensions and locations of the trench should be provided in the project drawings. Alternately, the material may be anchored by deploying additional run out of material, a minimum of 3.0 ft (1.0 m), past the slope crest and toe. Typically GCL should not be deployed in tension. The force holding the GCL in place should be provided by friction between the GCL and adjacent materials Steps should be taken to ensure that precipitation does not accumulate in the trench prior to backfi lling. The GCL should only cover the front face and bottom of the anchor trench. The trench should be back fi lled and properly compacted prior to placing cover soil on the slopes. 9.0 REPAIRS In the event an area of GSE BentoLiner becomes damaged, torn, or punctured during installation, the affected area should be repaired. On relatively level surfaces, the damaged area should be covered with a separate piece of GSE BentoLiner extending at least 12.0 in (300 mm) beyond the damaged area in every dirRection. Granular bentonite should be used to augment the patch overlays as is required for all other seams. Patches on side slopes can be temporarily secured with construction adhesive such as Liquid Nails or tape. Areas that are exposed to standing water or excess precipitation with resulting bentonite hydration, typically as defi ned as greater than 30% moisture, prior to soil covering, should be examined for bentonite displacement and damage by subsequent activities. If it is determined that the GCL has been hydrated and damaged, the GCL should be covered with new material over the affected area or removed and replaced. All GSE BentoLiner material exposed to hydrocarbon fuels, chemicals, pesticides, non-compatible leachates, or other harmful liquids during the installation should be removed and replaced with non-affected material. 10.0 INSPECTION Prior to soil covering the panels, penetrations and any other details should be visually inspected to ensure full coverage and proper orientation. Once the installed GSE BentoLiner material has been approved the next layer of geosynthetics or soil covering may be applied. 11.0 COVER MATERIAL Only the amount of GSE BentoLiner GCL that can be anchored, inspected, and covered the same day should be installed. In cases where the GSE BentoLiner GCL is the sole hydraulic barrier, the GCL should be covered with the specifi ed thickness of cover soil (a minimum 1.0 ft (300 mm)) immediately following deployment. Where GSE BentoLiner GCL is used in conjunction with other membrane components, it should be covered with the geomembrane after placement, as soon as possible to protect it from the climatic elements. GSEworld.com Installation Quality Assurance Manual 4 When a geomembrane is being installed over the GCL, the leading edge of the GSE BentoLiner should be folded back under the geomembrane so that the geomembrane extends beyond the GCL a minimum of 2.0 ft (600 mm). The leading edge of the membrane should subsequently be weighted with sand bags or suitable ballast to safeguard against wind uplift and to prevent runoff water from undermining the liner. When GSE BentoLiner is used with no overlying geomembrane, the soil cover should be placed within 2.5 ft (800 mm) of the leading edge of the GCL. The leading edge can then be covered with plastic sheeting that is folded under the exposed edge approximately 12.0 in (300 mm). Sand bags or suitable ballast should be placed on the liner to hold the plastic in place and to partially confi ne the GCL. The next morning the ballast and the plastic can be removed and subsequent rolls of GCL placed as described in section 5.0. Cover soil placed directly on GCL should have a gradation to not damage or puncture the GCL. Cover soil should be free of all rocks greater than 0.75 in (18 mm) diameter, sharp or angular objects, sticks, roots or debris. Appropriate placement methods should be used at all times to protect the GCL. Compatibility of GSE BentoLiner GCL with the soil should be verifi ed. Cover material should be pushed across the seams from top to bottom to prevent the cover material from lodging between the overlapped panel seams. 12.0 HYDRATION & ACTIVATION In applications where the product is used as the sole hydraulic barrier, such as secondary containment, the GCL must fi rst be hydrated with fresh water. Non-aqueous chemicals will not activate the bentonite. Therefore, bentonite hydration via rainwater or sprinkler and irrigation is necessary. When hydrated, the GSE BentoLiner is an excellent barrier to hydrocarbon fuels, fertilizers, and other such chemicals. Only after the cover material has been placed should the GSE BentoLiner be allowed to hydrate. Once hydration has occurred no vehicles should be allowed to traffi c the area directly above the GCL, unless minimum 1.0 ft (300 mm) separation exists between the GCL and the vehicle to adequately distribute the vehicle load. This should be increased to a minimum of 2.0 ft (600 mm) in high traffi c areas such as roadways. Periodic inspection of the liner to ensure proper coverage and adequate moisture content is recommended when GSE BentoLiner is used alone under a minimum 1.0 ft (300 mm) depth of cover soil. In arid regions, it may be necessary to irrigate the containment area, at a predetermined interval and/or a laminated or coated GCL used and deployed with the plastic component up in order to minimize dessication and wet – dry cycling. GSE is a leading manufacturer and marketer of geosynthetic lining products and services. We’ve built a reputation of reliability through our dedication to providing consistency of product, price and protection to our global customers. Our commitment to innovation, our focus on quality and our industry expertise allow us the flexibility to collaborate with our clients to develop a custom, purpose-fit solution. For more information on this product and others, please visit us at GSEworld.com, call 800.435.2008 or contact your local sales office. REV 17JAN2013 Earthwork & Quantities Kyle Goeller AWS Ottertail County Minnesota 0.42 0.33 0.75 5 INCHES 4 INCHES 9 INCHES Adjusted cuts & fills RAW CUT RAW FILL CONCRETE DRAINFILL GRAVEL CUT FILL Manure Pit 13,688 3,755 13,688 3,755 includes diversions & POND 0 0 1.75' over ex for gcl 3,551 3,551 0 Manure pump pit excavation 119 119 0 198 158 0 0 -356 runoff pump pit 0 0 0 0 0 0 0 0 3,551 Topsoil Stripping 1,806 Topsoiling 1,806 198 158 0 13,807 3,399 cu. yds. ratio =4.06 req'd 1.32 excavation 4,487 cu. yds. Est. Borrow -9,319 cu. yds.negative indicates extra cut, req'd excavation =13,807 cu. yds. Geotextile:0 sq. yds. stripping topsoiling concrete areas -pads & waterers 97,500 97500 area 12,800 Pad area 0 length -66982 area 12 width area 0 0 0 waterers 25 0 20 0 0 12,800 1,422 sq yds 97,500 10,833 sq yds 0 bldg & borrow 198 cu.yds 2.2 acres 30,518 3,391 sq yds 158 drainfill 0.7 acres Gravel areas concrete areas-s. sep.concrete areas-silage pad thickness inches 0 walls 0 6 0 0 walls 0 0 0 0 0 240 headwall 0 0 0 Ramp 0 0 1000 ramp 0 0 0 0 sq yds 1000 ramp 0 0 0.0 acres 1000 ramp 0 0 3,240 360 sq yds 0 0 sq yds 60 cu yds 0 drainfill total outside drainfill 158.0247 Kyle Goeller Ottertail County Minnesota New Fence feedlot fence removal other fence removal pond fence 1000 0 900 trenching feedlot 0 0 0 200 feet feedlot 0 0 0 feedlot 0 0 0 waterline 210 feet feedlot 0 0 0 waterers 1 0 0 sleeve 1 feedlot Total 0 0 0 other 0 0 0 other 0 0 feet 900 GCL north 67500 sq ft 7,500 sq yds other 0 GCL south 0 sq fts 0 sq yds other total 0 7,500 windbreak fence removal waterer removal 1 0 feet Tree Removal 0.0 acres solid separator 0 Seeding concrete 0 Rock Rip Rap Abandon 0 acres drainfill 0 Rock 0 Cu. Yds.construction 0.7 acres elbows 0 Non Woven Geotextile Sq. Yds. 18"PE pipe 0 18" 22.5 elbow 0 Erosion Blanket SB150 Erosion Blanket C125 18" 90 elbow 0 AREA 0 ft^2 Length 0 feet AREA 0 yd^2 Roll width 6 feet underground outlets width req'd 4 rolls wide *trenching 120 feet Roll length 90 feet 18" 0 feet rolls/length 0 rolls manure pipe line 120 feet x4rolls wide 0 rolls 8" pipe 0 feet 60sqyds/roll 0 rolls 60sqyds/roll 0 sqyds 18" trash rack 0 each Staples 0 Staples 0 18" outlet guard 0 each use each use 0 each 18" CMP 0 feet 18" flared end 0 each total 0 each *Includes Solid Separator Trenching 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 Style-Heaven Holstein 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:New Owner/Operator Name:Date Last Revised:Registration Number: Version 8.14 Last Updated:6/16/20 1,500 750 365 365 1,200 365 gals gals tons 365 365 14 14 6 6 14 14 gals gals tons gals gals tons lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs N N N P2O5 P2O5 P2O5 K2O K2O K2O 2,704 40 Manure Source #3 Every 4 Years 193 days/yr Stockpile 365 lbs days/yr lbs lbs 15 20 10 1,159 1,065 457 Average Book Values K2O 3 Average Book Values 31 2,704 6,604 16,274 Average Book Values 28 14 32 6 P2O5 Open Lot Dairy Heifer 1,065 08/09/18 Acres Covered by One Load Unknown 14 Every 4 Years MPCA or U of MN Guidelines 76,084 365 lbs 40 days/yr lbs 750 5,000 lbs days/yr 2,688,671 N Average Book Values Manure Source #4 days/yr no Storage Information Average Animal Weight Acres Covered by One Load lbs days/yr days Unknown 150 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 Dairy Heifer Animal Number Length of Time Livestock Spend In Facility 27 Total Manure Produced per Year (Actual) Average of Previous lbs/1000 gal lbs/1000 gal 2,688,671 Sampling Methods Every 4 Years Total N - (do not enter lab estimated availability) Application Methods lbs/1000 gal 08/09/1808/09/18 MPCA or U of MN Guidelines no lbs/1000 gal Capacity Storage Length Storage Type lbs/ton 16,863 Unknown Acres Covered by One Load Lagoon Towed Hose days 1,179,244 days lbs/1000 gal lbs/1000 gal Average of Previous Solids Spreader lbs/ton 14 MPCA or U of MN Guidelines Average of Previous Samples lbs/ton 6 365 Dairy Milk Cow lbs Dairy Calf days/yr 30 330 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 Style-Heaven Holstein Livestock Information Slurry PondSlurry Pond Dairy Heifer Kyle and Stephanie Goeller New 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 69 a 2018 25 Olsen Med/High No Late Fall 2 68.5 2018 9 Olsen Low No Late Fall 3 55.5 a 2018 12 Olsen Med/High No Late Fall 4 28 a 2018 4 Olsen Low No Late Fall No No No No No No No No No No No No No No 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) 221 ***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) SinkholesOption 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 15000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 2) Yield ton Manure Application Source (1-12) & Rate 1 15000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 3) Yield ton Manure Application Source (1-12) & Rate 1 15000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 4) Yield ton Manure Application Source (1-12) & Rate 1 15000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 5) Yield tonManure Application Source (1-12) & Rate 1 10000 gals 2nd Manure Application Fertilizer P (total)lbs Crop (Year 6) Yield tonManure Application Source (1-12) & Rate 1 10000 gals 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 Silage 24 24 Corn Silage 358 398.4 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 Silage 24 ton Corn Silage Alfalfa 14 195 115 0 ---80 ---0 91 2 Alfalfa 5 ton Alfalfa Alfalfa 14 Dairy 10 ton ---0 35 ------220 41 54 3 Oats 70 bu Corn Silage Corn Silage 14 50 0 0 ---50 ---11 20 4 Corn Silage 24 ton Corn Silage Alfalfa 14 195 115 0 ---80 ---101 91 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 StarterSupplementalStarterSupplemental69 Corn Silage 80 ---0 1 Sweep Injection 69 10,172 10000 79 0 0 -1 45 0 0 -46 69 Alfalfa ---220 41 1 Incorp. after 4 days 69 76,923 15000 43 0 0 -177 67 0 0 13 56 Oats 50 ---11 2 Sweep Injection 56 6,494 6000 46 0 0 -4 29 0 0 9 28 Corn Silage 80 ---101 3 Incorp. within 4 days 28 14 14 78 0 0 -2 67 0 0 -24 Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Manure Source Summary Acres After SetbacksCrop Most Recently Harvested 2021 Crop 4 1 2 3 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)Corn Silage P from Manure(Available this year)Crops Grown Summary Corn Silage Corn Silage Alfalfa Crop Grown to Utilize the Nutrients Applied 2022 Crop Manure Source (1-12)Manure Application Rate (gals/tons per acre) Field ID 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 Pond (14.3-5.6-13.8) Slurry Pond (14-6-14) Open Lot (14-6-14) 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 StarterSupplementalStarterSupplementalSweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Sweep Injection Total Acres (Fields 1 - 50) =221 ###### Amount Applied Amount Remaining Source 1:1,179,244 Source 5:---Source 9: Source 2:76,084 Source 6:---Source 10: Source 3:193 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 --- 138 56 28 --- --- --- --- --- 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: M20907213-Aug-20189-Aug-2018 Goeller 4209 94TH AVE SE YPSILANTI, ND 58497 K2S ENGINEERING INC BN00084 BH77147 Date Sampled 8/9/2018 BarnSample 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 25.26 % 74.74 % 14.32 1.95 13.76 5.55 3.58 4.30 5.01 4.44 11.01 1.07 $7.48 1.43 1.43 1.43 0.00 0.00 0.20 $0.58 0.72 0.72 0.72 0.00 0.00 0.10 $0.29 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 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 1 Soil Analysis by Agvise Laboratories (http://www.agvise.com) Northwood: (701) 587-6010 Benson: (320) 843-4109 SUBMITTED FOR: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID F1 SAMPLE ID 1 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRNE ACRES 0 PREV. CROP REF #19453293 BOX #5802 LAB #NW34595 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 37 lb/ac ****** ****** ****** **** Olsen Phosphorus 27 ppm ************************ Potassium 205 ppm ************************ Chloride Sulfur Boron Zinc 6.26 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.7 %*************** Carbonate(CCE) 0-6" Sol. Salts 0.25 mmho/cm ****** 0-6"5.6 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 6.5 General Comments: (Reduce Lime by 1/2 for W.MN, W.IOWA and the DAKOTAS). SUBMITTED BY: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID F1 SAMPLE ID 2 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRNE ACRES 0 PREV. CROP REF #19453294 BOX #5898 LAB #NW34596 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 49 lb/ac ****** ****** ****** ****** Olsen Phosphorus 23 ppm ************************ Potassium 205 ppm ************************ Chloride Sulfur Boron Zinc 4.04 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.2 %************ Carbonate(CCE) 0-6" Sol. Salts 0.27 mmho/cm ****** 0-6"5.9 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 6.7 General Comments: (Reduce Lime by 1/2 for W.MN, W.IOWA and the DAKOTAS). SUBMITTED BY: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID F2 SAMPLE ID 1 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRSE ACRES 0 PREV. CROP REF #19453295 BOX #5898 LAB #NW34597 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 15 lb/ac ****** *** Olsen Phosphorus 11 ppm ****************** Potassium 156 ppm *********************** Chloride Sulfur Boron Zinc 2.10 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.4 %********* Carbonate(CCE) 0-6" Sol. Salts 0.09 mmho/cm ** 0-6"5.3 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 6.4 General Comments: (Reduce Lime by 1/2 for W.MN, W.IOWA and the DAKOTAS). SUBMITTED BY: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID F2 SAMPLE ID 2 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRSE ACRES 0 PREV. CROP REF #19453296 BOX #5898 LAB #NW34598 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 45 lb/ac ****** ****** ****** ****** Olsen Phosphorus 7 ppm ************ Potassium 93 ppm ************** Chloride Sulfur Boron Zinc 1.48 ppm ********************* Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 2.6 %********** Carbonate(CCE) 0-6" Sol. Salts 0.18 mmho/cm **** 0-6"5.7 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 6.7 General Comments: (Reduce Lime by 1/2 for W.MN, W.IOWA and the DAKOTAS). SUBMITTED BY: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID F3 SAMPLE ID 2 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRSW ACRES 0 PREV. CROP REF #19453297 BOX #5802 LAB #NW34599 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 24 lb/ac ****** ****** ** Olsen Phosphorus 11 ppm ****************** Potassium 186 ppm ************************ Chloride Sulfur Boron Zinc 2.90 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.5 %************** Carbonate(CCE) 0-6" Sol. Salts 0.16 mmho/cm **** 0-6"6.1 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: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID F3 SAMPLE ID 1 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRSW ACRES 0 PREV. CROP REF #19453298 BOX #5898 LAB #NW34600 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 107 lb/ac ****** ****** ****** ****** Olsen Phosphorus 13 ppm ******************** Potassium 171 ppm ************************ Chloride Sulfur Boron Zinc 4.91 ppm ************************ Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 3.0 %************ Carbonate(CCE) 0-6" Sol. Salts 0.37 mmho/cm ****** *** 0-6"5.5 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 6.8 General Comments: (Reduce Lime by 1/2 for W.MN, W.IOWA and the DAKOTAS). SUBMITTED BY: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: KYLE GOELLER 45370 CTY HWY 19 SEBEKA, MN 56477 SOIL TEST REPORT FIELD ID SAMPLE ID F4 FIELD NAME COUNTY OTTERTAIL TWP 136-36 RANGE SECTION 4 QTRSW ACRES 0 PREV. CROP REF #19453299 BOX #5802 LAB #NW34601 Nutrient In The Soil Interpretation VLow Low Med High 0-6" Nitrate 50 lb/ac ****** ****** ****** ****** Olsen Phosphorus 4 ppm ****** Potassium 76 ppm *********** Chloride Sulfur Boron Zinc 1.02 ppm ****************** Iron Manganese Copper Magnesium Calcium Sodium O rg.Matter 1.8 %******* Carbonate(CCE) 0-6" Sol. Salts 0.22 mmho/cm ***** 0-6"5.9 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 7.0 General Comments: (Reduce Lime by 1/2 for W.MN, W.IOWA and the DAKOTAS). SUBMITTED BY: KS2 ENGINEERING 4209 94TH AVE SE YPSILANTI, ND 58497 KS6786 Date Sampled 08/06/2018 Date Received 08/08/2018 Date Reported 12/26/2018 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: Style Heaven Holstein Feedlot Registration Number: Owner: Kyle and Stephanie Goeller Operator: Kyle and Stephanie Goeller 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 Style Heaven Holstein Kyle & Stephanie Goeller 4-136-36 Ottertail County MN 45370 Cty HWY 19 Sebeka MN 56477 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 4-12 Details D. Specifications Construction Specifications Material Specifications II. Operation & Maintenance Plan & Requirements K2S Engineering Inc. 1 of 1 Kyle Goeller Ypsilanti, ND TABLE OF CONTENTS August 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: 8-11-21 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 Kyle Goeller August 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: Kyle Goeller Shane Kjellberg P.E. Sebeka MN Ypsilanti ND 218-539-0001 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, Kyle & Stephanie Goeller BID DEADLINE: , , 2021 @ CST BS-1 (10/00) K2S Engineering Inc. -- Bid Sheet Section I: Project Information Name: Kyle & Stephanie Goeller Project Description: Waste Management System Address: Facility address; 45370 Cty HWY 19 Sebeka MN 56477 Attached Plans: Sheets 1-12, Dated: Aug., 2021 Attached Specifications: 2, 3, 5, 6, 7, 8, 10, 11, 21, 23, 26, 32, 34, 44, 45, Special Provisions: Yes: No: No. 92, 98 522, 531, 532, 533, 534, 536, 539, 547, 591, 592, 595 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 Kyle Goeller Ypsilanti, ND BID SHEET August 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: Kyle Goeller 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 (Concrete removal for pump & pipe installation) 3 1 job 2. Clearing & Grubbing-feed residue 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. Plastic Pipe–Manure Pump system; pump, control panels, floats, valves, associated materials & Installation -attach & itemize bid 45 1 Each 6. Plastic Pipe –Manure Pipe 45 ~120 Feet 7. Corrugated PE Tubing -6" perforated HD -perimeter drain tile, -w/ geo-sock 44 ~1,000 Feet Feet 8. Excavation - topsoil stripping 21 ~1,806 Cu. yds. 9. Excavation - structures & pond/pit (~9,319 cys of excess excavation assumed) 21 ~13,807 Cu. yds. 10. Excavation – over excavation for GCL 21 ~3,551 Cu. yds. 11. Excavation – anchor trench for GCL 21 ~1,000 feet 12. Earthfill – soil fill over GCL 23 ~3,551 Cu. yds. 13. Earthfill - Drainfill under concrete conc. pad 23 ~160 Cu. yds. 14. Top-soiling 26 ~1,806 Cu. yds. 15. Concrete – pond access ramps and headwall 32 ~60 Cu. yds. 15. Concrete –Pad & curb (~12,800 Sq. ft.) 32 ~200 Cu. yds. 16. Geo-synthetic Clay Liner (GCL) 98 By vendor Sq. ft. 17. Seeding 6 ~0.7 Acres 18. Protective Fence & Stop Fence (Pond) 92 ~1,000 Feet 19. Warning Signs 92 4-pond 1-day pit each Electrical will be under a separate contract. Total Price:: $ Company Name: ______________________________ Signature__________________________________________ Address: ____________________________________ Phone _________________ Date__________________ K2S Engineering Inc. 2 of 2 Kyle Goeller Ypsilanti, ND BID SHEET August 2021 Construction Management Plan Project: Kyle & Stephanie Goeller 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 GCL 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: Kyle Goeller Contracting Officer (CO): Kyle Goeller Contracting Officer Technical Representative (COTR): K2S Engineering Inc. Cost-share Representative(s): USDA NRCS K2S Engineering Inc. 1 of 1 Kyle Goeller Ypsilanti, ND CONSTRUCTION MANAGEMENT PLAN August 2021 I-C. DRAWINGS I-D. SPECIFICATIONS CONSTRUCTION SPECIFICATIONS 2. 3. 5. 6. 7. 8. 10. 11. 21. 23. 26. 32. 34. 44. 45. 92. 98. CLEARING AND GRUBBING STRUCTURE REMOVAL POLLUTION CONTROL SEEDING, SPRIGGING AND MULCHING CONSTRUCTION SURVEYS MOBILIZATION WATER FOR CONSTRUCTION REMOVAL OF WATER EXCAVATION EARTHFILL TOPSOILING STRUCTURE CONCRETE STEEL REINFORCEMENT CORRUGATED PE TUBING PLASTIC PIPE FENCE GEO-SYNTHETIC CLAY LINER (GCL) 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 Kyle Goeller Ypsilanti, ND CLEARING & GRUBBING August 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 concrete, 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 Kyle Goeller Ypsilanti, ND STRUCTURE REMOVAL August 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 Kyle Goeller Ypsilanti, ND POLLUTION CONTROL August 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 17, 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 14, 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 Kyle Goeller Ypsilanti, ND SEEDING, SPRIGGING & MULCHING August 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 10093.1302' 10293.3246' 98.564' stn 2 stn 2 3 9969.8630' 10076.6893' 99.526' stn 3 stn 3 4 9944.6669' 9870.2033' 100.145' stn4 stn4 5 9936.7883' 9703.8745' 99.734' stn5 stn5 K2S Engineering Inc. 7 - 4 Kyle Goeller Ypsilanti, ND CONSTRUCTION SURVEYS August 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 Kyle Goeller Ypsilanti, ND WATER FOR CONSTRUCTION August 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 Kyle Goeller Ypsilanti, ND REMOVAL OF WATER August 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 8, 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 14, 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 Kyle Goeller Ypsilanti, ND EXCAVATION August 2021 B. BID ITEM 12, EXCAVATION –structure and pond/pit This item shall consist of the work and materials necessary to; excavate pond/pit 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 are not anticipated. These areas shall be regraded and be free draining after fill is borrowed. Disposal area shall be areas adjacent to borrow areas. 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 Kyle Goeller Ypsilanti, ND EXCAVATION August 2021 C. BID ITEM 10, EXCAVATION - over excavation for GCL soil cover This item shall consist of the work and materials necessary to; over excavate the pond area per drawings prior to placement of GCL and soil cover. The over-excavated material can be used as the soil cover, if it is clean, rock free soil with some clay content. 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 Items, Earthfill -sub- grades, and backfilling and/or sand cover. 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. Any existing waterlines or tiles uncovered and/or damaged shall be repaired and reburied to original condition or better. 8. In section 9, Measurement and payment, Method 3 shall apply. K2S Engineering Inc. 21 - 6 Kyle Goeller Ypsilanti, ND EXCAVATION August 2021 C. BID ITEM 11, EXCAVATION – anchor trench for GCL This item shall consist of the work and materials necessary to; excavate anchor trench and backfill trench for the GCL liner as described on drawings. The excavated material can be used for trench backfill. 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. All excavations shall have a workmanlike finish (i.e. smoothed and graded with proper equipment). 2. 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 3. Any existing waterlines or tiles uncovered and/or damaged shall be repaired and reburied to original condition or better. 4. In section 9, Measurement and payment, Method 3 shall apply. K2S Engineering Inc. 21 - 7 Kyle Goeller Ypsilanti, ND EXCAVATION August 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 pit/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 8 & 9, 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 8 & 9, Excavation. K2S Engineering Inc. 23 - 6 Kyle Goeller Ypsilanti, ND EARTHFILL August 2021 B. BID ITEM 12, EARTHFILL - SOIL FILL OVER GCL This item shall consist of performing the work necessary to supply and place soil fill over the GCL in accordance with construction specification 98 and 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 soil fill shall have a workmanlike finish (i.e. smoothed and graded with proper equipment). 2. Soil shall be a clean mineral soil, with preferred clay content (8-20%) and stones no larger than 1/2”. 3. It is assumed that on-site excavated soil will be used. 4. Delivery and placement of the soil described above shall be paid for under this Bid Item. Placement of soil 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 Aaron Ruther Ypsilanti, ND EARTHFILL June 2020 C. 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. 2. 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 8, Excavation - topsoil stripping. 4. Delivery of the drainfill described above shall be paid for under this Bid Item. Placement of drainfill will be paid for under this bid item 15. 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 - 8 Kyle Goeller Ypsilanti, ND EARTHFILL August 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 14, 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 4" 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 Kyle Goeller Ypsilanti, ND TOPSOILING August 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 15, STRUCTURE CONCRETE – floors, curbs, walls, ramps, & headwalls 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 feed storage pad. These items shall be placed in the locations and to the elevations, depths and grades shown on the drawings. Installation of pipe posts (if needed) for 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. 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 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 Kyle Goeller Ypsilanti, ND CONCRETE August 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 Kyle Goeller Ypsilanti, ND CONCRETE August 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 Kyle Goeller Ypsilanti, ND CONCRETE August 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 15: Structure Concrete. K2S Engineering Inc. 34 - 4 Kyle Goeller Ypsilanti, ND STEEL REBAR August 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. 9. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: B. 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. outlet into pump sump 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. K2S Engineering Inc. 44 - 3 Kyle Goeller Ypsilanti, ND CORRUGATED PE TUBING August 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: 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. D. BID ITEM 5, PLASTIC PIPE -MANURE PUMP SYSTEM This item shall consist of performing the work and providing the materials necessary to install the piston pump, agitation unit (if req’d), 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. 1. Pump shall be capable of transferring manure to the locations and elevations shown on drawing. Pump manufacturer shall design pump units accordingly. 2. In section 13, Measurement and payment, Method 1 shall apply. Electrical line connections from pumps, shall be wired into control boxes as designed, and shall meet all local and state electric codes. Wiring shall be in accordance with manufacturers specifications. Pumps, controls, and necessary plumbing shall be installed by an individual or company licensed to do so. Equipment and parts shall have a minimum 1 year warranty. Electrical work shall be done or inspected and certified by a licensed electrician. K2S Engineering Inc. 45 - 8 Kyle Goeller Ypsilanti, ND PLASTIC PIPE August 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 18 & 19, 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). Stop Fence as described in drawings. 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 runoff 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 15, 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 Kyle Goeller Ypsilanti, ND FENCE August 2021 NRCS-Minnesota (210-VI-NEH, May 2005) MN98-1 Minnesota Construction Specification 98—Geosynthetic Clay Liner 1. Scope The work shall consist of furnishing and installing a geosynthetic clay liner (GCL) with the necessary appurtenances as shown on the drawings or as specified. 2. Material The liner material shall comply with the requirements of Material Specification 595, the applicable provisions in this specification, and those shown on the drawings. Cover soil shall conform to this specification and those requirements shown on the drawings. 3. Shipping and storage The liner material shall be transported to the job site in a manner that does not damage the rolls. The rolls shall be handled at the site with equipment capable of safely doing the job with no damage to the material. An appropriately sized core bar in combination with a spreader bar and lifting chains is one alternative. Another alternative is a forklift with a stinger attachment. At the job site, the rolls shall be stored on a flat dry surface. They shall be kept dry at all times. A covering is recommended to prevent unnecessary stress on the packaging. 4. Subgrade preparation When the GCL is placed, the subgrade shall be a dry, smooth surface that is free of debris, roots, ruts, and stones or any projection of more than 0.5 inch. All projections shall be removed, crushed, or pushed into the surface with a smooth-drum roller. The smooth-drum roller shall be used to remove all irregularities and any abrupt grade changes. 5. GCL installation The contractor shall confine the work to an area that can be completely installed and covered to prevent hydration by the end of the normal working day. Daily completion shall be defined as the full installation of the liner, covering around appurtenances, and placement of the specified cover soils. The liner rolls may need to be placed with a spreader bar to prevent damage to the ends of the roll. The rolls shall be carefully rolled down the slope and not allowed to unroll freely and out of control. Liner panels may be pulled up from the bottom of the slope, but care must be taken to minimize dragging across the subgrade and damaging the GCL surface. A temporary geosynthetic subgrade covering known as a rub sheet may be used to reduce friction and protect the GCL during placement. The rolls are placed with the nonwoven geotextile side up and the woven geotextile side against the subgrade. The GCL panels are placed so that the seams are parallel to the direction of the slope. This is also true in the corners. All seams parallel to the slope direction shall be overlapped a minimum of 6 inches. End-of-roll seams shall be located at least 3 feet from the toe or crest of the slope. Seams at the base of the slope shall be a minimum of 6 feet from the toe. When a roll end seam or joint occurs on a slope, construction adhesive shall be used in the lap area, with the overlap increased to 2 feet and shingled in the direction of the slope. All seam NRCS-Minnesota (210-VI-NEH, May 2005) MN98-2 areas or runs shall be augmented with granular bentonite, of the same quality of that encapsulated in the liner, to ensure seam integrity. Granular bentonite shall be dispersed evenly from the panel edge to the lap line at a minimum rate of 1 pound per 4 linear feet continuously along all seams or overlap area. Construction adhesives may be used on seams to keep panels in contact during backfill operations if necessary. For any penetrations through the liner follow the details on the drawings or in Section 9. For structures the liner will contact, a small notch shall be cut or dug against the edge of the area. The liner shall be brought up to the appurtenance and trimmed to fit into the notch. The contractor shall then apply granular bentonite or compact a mixture of 1 part bentonite to 4 parts soil (by volume), blended dry, into the bottom half of the notch. The liner shall then be inserted into the notch, with the remaining area in the notch filled with the granular bentonite or the 1 to 4 mixture, and compacted. The GCL shall be anchored at the top of the slope with a proper anchor trench as shown on the drawings or in Section 8. The GCL is placed in the anchor trench in such a manner that it covers the entire trench bottom, but does not extend up the rear trench wall. Horizontal joints on the slopes shall be avoided if possible. The GCL shall not be placed in the rain, at times of impending precipitation, or in ponded water. Replace any GCL that has begun to hydrate before cover soil can be placed. 6. Repairs during installation All damaged or flawed material shall be repaired by completely exposing the affected area, removing all soil or other foreign objects, and placing a patch over the damage with a minimum overlap of 24 inches on all edges. Accessory bentonite shall be placed between the patch and the damaged area at the rate of 1 pound per 4 linear feet of edge, and spread to a 6-inch width. When the above procedures are to be implemented on a sloping surface, the edges of the patch shall be fastened to the repaired liner with construction adhesive in addition to the bentonite-enhanced seam. 7. Protective soil cover A soil cover is placed for both protection of the liner and to provide a loading to develop the designed permeability characteristics of the liner system. The cover shall be placed to the final depths and moisture content as specified in section 10 of this specification or as shown on the plans. At all times during the soil cover operation, a minimum of 12 inches of soil material shall be kept between the liner and any equipment being used to spread soil cover. In frequently trafficked areas or roadways, a minimum cover thickness of 2 feet is required. The soil cover on all slopes shall be pushed up the slopes not down the slopes to prevent any downhill stress on the liner material. Avoid any sharp turns and quick starts or stops that could pinch or shift the liner. 8. Measurment & Payment The quantity of liner will not be measured for payment. Payment for the liner will be made at the contract lump sum price. Such payment will constitute full compensation for all labor, materials, equipment, tools, and other items necessary and incidental to the performance of the work. NRCS-Minnesota (210-VI-NEH, May 2005) MN98-3 9. Construction details NRCS-Minnesota (210-VI-NEH, May 2005) MN98-4 10. ITEMS OF WORK AND CONDITIONS WHICH APPLY TO THIS PROJECT ARE: A. BID ITEM 16, GCL This item shall consist of the work and materials necessary to provide and install the GCL in the pond(s) to the lines, grades, elevations, and locations shown on drawings and as described in this specification. 1. Liner material shall comply Material Specification 595. 2. Soil cover will be paid for under Bid Item 12. 3. Payment will be as described in section 8. 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 K2S Engineering Inc. MN98-5 Kyle Goeller Ypsilanti, ND GCL August 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 591. FIELD FENCE MATERIALS 595. GEO-SYNTHETIC CLAY LINER (GCL) 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 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) 595-1 Material Specification 595—Geosynthetic Clay Liner 1. Scope This specification covers the quality of geosynthetic clay liner (GCL) material and workmanship. 2. General requirements The GCL is composed of a layer of high shrink- swell sodium bentonite sandwiched between two geosynthetics. The GCL material shall be manufactured by one of the following processes: • Needle punched process by which the bentonite is encapsulated between the geotextile layers by a mechanical bonding process without the use of any chemical binders or adhesive, or • Lock stitched to provide internal shear strength and the integrity and consistency to the thickness and unit weight of the material. The bentonite shall have the following base properties: • A minimum of 0.75 pound per square foot of high shrink/swell sodium bentonite at 12 percent moisture. If the liner material is manufactured at higher moisture content, it shall still meet the above requirements when adjusted to the 12 percent moisture level. • Swell index—minimum 24 ml per 2 grams. • Fluid loss—maximum 18 ml The GCL shall have an index flux value no larger than 1 x 10–8 m/s or 1 x 10–9 m/s at 2 pounds per square inch (4.6 feet of head) as specified. 3. Packaging and labeling All material shall be packaged in individual rolls of a minimum of 3.65 meters wide and with at least 22.5 meters in length on the roll. All rolls shall be labeled and in a wrapping that is resistant to UV light deterioration. The labels on each roll shall identify the length and width of the roll, the manufacturer, the product, lot number, and the roll number. 4. Testing and quality control The following tests shall be performed and the results certified by the manufacturer: Swell index ASTM D 5890 Fluid loss ASTM D 5891 Bentonite mass/unit area ASTM D 5993 Index flux ASTM D 5887 Hydraulic conductivity ASTM D 5887 5. Inspection and acceptance No liner material shall be accepted for placement in the permanent works that has not been certified by the manufacturer as meeting all specified requirements. No liner material shall be accepted that exhibits any visible defects. The liner material shall be subject to quality assurance testing at any time before and during installation. 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 andmaintained 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 theoperator 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 acceleratedweathering, 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 protectcomponents 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. Safetystations 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 wastestorage 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 (0-5 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 and/or wastewater. Installing escape ropes to fence corners is recommended. 1.Manure application fields & wastewater 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. NOTICE OF PUBLIC MEETING A public meeting will be held to on Tuesday, September, 14, 2021 at 10:00 a.m. in the Coun-ty Board room at the Otter Tail County Government Services Center, 500 Fir Ave., Fergus Falls, MN to inform the public that Kyle Goeller, 45370 Coun-ty Highway 19, Sebeka, MN, 56477 has applied to Otter Tail County and the Minnesota Pol-lution Control Agency (MPCA) to construct a manure waste management system. This la-goon will be located in the SW 1/4 of Section 4 in Blowers Township, Otter Tail County. All interested persons are in-vited to participate in person, however, you have the oppor-tunity to participate virtually by contacting the County Board Secretary at (218) 998-8051. Date: August 13, 2021By: Kyle Goeller45370 County Highway 19Sebeka, MN 56477 Review Messenger9-1c Public Mtg Goeller9-1RM 8-13-2021 Kyle Goeller 45370 County Highway 19 Sebeka MN, 56477 Dear This letter is to inform you that I, Kyle Goeller, at 45370 County Highway 19 Sebeka MN, 56477 has applied to Otter Tail County and the Minnesota Pollution Control Agency (MPCA) to construct a manure waste management system. This lagoon will be located in the SW ¼ of Section 4 in Blowers Township, Otter Tail County. The applicant is proposing to construct a waste management system. The reason for the Public Meeting is to inform you of the construction of the lagoon. You are receiving this notice because you own property within 5,000 feet of the proposed site. A public meeting will be held on Tuesday, September 14, 2021 at 10:00 a.m. in the County Board room at the Otter Tail County Government Services Center, 500 W. Fir Ave, Fergus Falls, MN. All interested persons are invited to participate in person, however, have the opportunity to participate virtually by contacting the County Board Secretary at (218) 998-8051. Sincerely, Kyle Goeller 218-539-0001 Otter Tail County Hiring Request Form for New Positions Hiring Request Form requiring County Board Action Approved by County Board 12/14/10 Updated October 2014 Hiring Request Information Department: Public Health Date of Request: 7/14/2021 Title of Position Requested: PHN FTE of Position Requested: 1 Number of Incumbents in Job Class: 16 Number of Vacancies in Job Class: 0 Number of Employees in Department: 36 Number of Vacancies in Department: 0 Hiring Criteria & Guidelines Indicate whether or not position is mandated by statute, explain. This position is not mandated by statute. Rather, OTCPH and HS have contracts with MCO’s to provide local care coordination for enrolled members in public programs age 65+. Estimate costs associated with this position, e.g. salary, benefits, advertising. 2021 C42 step 3 salary $61,610 + $9588 Benefits + $4620 PERA + $4682 FICA=~$80,500 total + advertising $400 Indicate revenue sources that fund this position, e.g. county, state, federal, private, grant. UCare PMPM contracted rates would apply. Caseload shift from HS staff covering UCARE members would cover approximately $34,560 annually ($180 PMPM (x16 members) x 12 months). Additional growth in caseloads are reimbursed via this method, or unit based billing with BCBS, and would help to fund this care coordination position. Additional funds to support the position until caseload grows would be via PH cash reserves. How is this workload currently being managed, e.g. temporary employees, redistribution, job share? 2 current PHN staff, 1.8 FTE’s, staff are over recommended case load counts and overwhelmed. Recommended caseloads per 1.0 FTE are 70-100. Current membership in this program is 211. With in person visits resuming and considering drive time, 160 across 1.8 FTE’s is more ideal. In addition, OTCHS staff are covering about 26 members. This FTE would have a caseload of 70 essentially right away. OTC aging population continues to increase, and caseload growth continues. Partial caseload was shifted to HS LTC unit lead to help, but other needs for this HS position have arisen. What alternatives have you explored to filling this position? P4H CHB staffing support was reviewed with Wilkin Co. Unfortunately, due to the amount of change in their county they are not able to take on some of the OTC MCO membership. Shifting some of the caseload to HS staff is also not possible currently. Outreach to BCBS to cap enrollment was also unsuccessful. What are the consequences of not filling the position? Staff burnout. Change in MCO contract to have care coordination provided for members outside of the public health staff. Approval Department Head Signature: Jody Lien Date: 7/14/2021 Division Director Signature: Date: 08/11/2021 Budget Committee Recommendation (if applicable): Date: Internal Services Committee Recommendation: Date: County Board Action: Date: OTTER TAIL COUNTY HUMAN SERVICES Program Area Annual Report to Board for CY 2020 ________________________________________________________ September 2021 Children’s Mental Health Case Management What We Do Children’s Mental Health (CMH) Case Management is a voluntary service provided to children & adolescents experiencing Severe Emotional Disturbance (SED), along with their family. The overall objective of services is to improve the child’s functioning within home, school, & community settings, and to support families in managing symptoms & behaviors in the most inclusive & least restrictive environment possible. Case Managers meet with the child and/or parents on at least a monthly basis, provide services according to a plan that is developed through a cycle of needs assessment, referral & linkage to services, monitoring provision of services and evaluation of services. Services provided by the Children’s Mental Health Unit include: • Establish working relationship that is person-centered & recovery oriented • Assessment- Review Diagnostic Assessment, screenings, and complete Functional Assessment • Planning- Work with family to develop Individual & Family Community Support Plan (IFCSP) • Referral & linkage- Implement IFCSP, acquire resources, services, and natural supports • Monitoring & Coordination- Review of goal progress & effectiveness of services, resources & supports. What is Going Well • Experienced Lead Worker in place that supports CMH Case Managers both at OTCHS & LMHC • Well-established School-Based Mental Health services in place throughout the county • Effective communication & coordination with Lakeland Mental Health Center who provides contracted Rule 79 Children’s Mental Health Case Management services • Expansion of Medical Assistance benefit set to include specialized autism services • Reduced number of out-of-home placements due to mental health concerns Opportunities for Growth • Continued coordination of and access to Collaborative Intensive Bridging Services (CIBS) funded through the System of Care Grant • Collaborate with and support MN-DHS in development of residential treatment options for children with high behavioral needs, including sexualized behavior • Incorporate Family First Prevention Services Act (FFPSA) requirements including development of Juvenile Treatment Screening Team and Qualified Individual processes • Need for continued coordination of services & supports between Child Protection & Probation services to best meet the needs of children & their families within the current system Number of People served in 2020 • Approximately 110 individuals & their families were served through Children’ Mental Health Case Management between OTCHS staff and Lakeland Mental Health Center contracted services. Other information • Current staff: Kim Kambel-Seufert/ Behavioral Health Unit Lead Social Worker, Amy Nettestad/ CMH Case Manager, Randi Resler/ CMH Case Manager. • What are Severe Emotional Disturbances (SED)? For the purposes of determining eligibility for case management and community support services, a child with a severe emotional disturbance (mental illness) must meet at least one of the following criteria: Hospitalized within the past three years or at risk of being admitted to residential treatment; Currently receiving inpatient or residential treatment for an emotional disturbance; A mental health professional determines the child: Suffers from psychosis or clinical depression; Is at risk of harming themselves or others because of an emotional disturbance; Symptoms resulting from abuse or trauma; significantly impaired functioning at home, in school or in the community as a result of an emotional disturbance; or a mental health professional determines that the disorder could last at least one year. OTTER TAIL COUNTY HUMAN SERVICES Program Area Annual Report to Board for CY 2020 ________________________________________________________ September 2021 Adult Mental Health Case Management What We Do Adult Mental Health (AMH) programs support the overall objective of helping people with mental health issues live as independently as possible, contribute to their community, and experience fullest quality of life. The goal is to provide access to the right level of treatment, at the right time and reduce the need for or duration of psychiatric hospitalization. Services are provided ongoing to help people access support services to manage their mental health symptoms over time. Services provided by the Adult Mental Health Unit include: • Rule 79 Targeted Case Management (funded by Minnesota Medical Assistance) • Pre-petition Screening for Civil Commitment • Develop & coordinate Civil Commitment petitions • Locate & secure services/placement options • Monitor provision of services & file required reports to court What is Going Well • Experienced & knowledgeable staff providing these services & work well as a team • Good working relationships with community providers and other systems • Interest & willingness to participate in system-improvement efforts through workgroups & teams Opportunities for Growth • Continue education & training on system changes & variables; maintain knowledge base of available services, providers, eligibility criteria, funding streams and referral processes. • Develop imbedded Social Work position within the OTC Detention Facility (currently in progress) • Continue work with OTC Attorneys Office toward diverting Rule 20 competency orders as appropriate through use of available community services • Work with community partners toward development of Community Capacity Restoration services Number of People served in 2020 • AMH Case Management was provided to 186 individuals through OTC Human Services and Lakeland Mental Health Center contracted services. • OTC AMH Case Management staff completed Pre-petition Screenings on 42 individuals, with 26 petitions for civil commitment completed. • Case Management services were provided to 5 individuals civilly committed as Mentally Ill & Dangerous (MI&D) • Case Management services were provided to 22 individuals civilly committed as Sexually Psychopathic Personality/Sexually Dangerous Person. (SPP/SDP) Other information • Current staff: Kim Kambel-Seufert/ Behavioral Health Unit Lead Social Worker, Kelsey Shirkey/ AMH Case Manager, Michelle Foreman/ AMH Case Manager. Otter Tail County Adult Mental Health Local Advisory Council Report to the Otter Tail County Board of Commissioners, September 2021 Local Advisory Council on Mental Health Serving Adults in Otter Tail County Mental Health Advisory Council Mission Statement Otter Tail County Mental Health Local Advisory Council “It shall be our mission to advocate for a full array of accessible services including education, prevention, intervention, coordination and treatment to all Otter Tail County residents with mental illness and mental health needs. We shall review and evaluate existing services within the county; advise County Commissioners about policies, programs and unmet needs; and promote family and community involvement in the delivery of services.” Reporting Period: 2021 (Otter Tail County Adult Mental Health LAC met from 11:30am-1pm the 4th Wednesday of every odd number month mostly by zoom and hybrid options started in July 2021) Speakers on a wide variety of topics offered educational presentations at LAC meeting: *Due to COVID no speakers have been represented at the LAC meetings in 2021 Reviewed Subjects that the Otter Tail County Adult Mental Health LAC note as issues and actions from OTC LAC: 1. Mental Health Public Education – 2021 Action: Our LAC started 2021 by distributing our LAC designed masks that says mental health matters with identifying cards with crisis number from our local crisis line attached. These baskets were distributed throughout the county. The baskets also contained other mental health support materials. These baskets were delivered as of January 1st as we were unable to do so in didn’t do it in October 2020 due to navigating COVID. Our masks were a big hit so we did a second campaign May 1st for May Day and May is Mental Health Month. 2. Housing – 2021 Issue: obtaining stable housing continues to be an issue. Poor credit, rental and criminal history continue to be barriers for housing. This leads to increased homelessness and the ability for a person to obtain stability. Due to COVID and limited face to face meetings with housing support service it has been more challenging to get the assistance in a timely manner, if at all. Action: Otter Tail County in collaboration with the Fergus Falls HRA has been awarded MN Housing Finance Agency bonding funds to build a Permanent Supportive Housing facility which will assist in addressing this issue in the coming years. Productive Alternatives currently operates Perham 180 housing program and has a housing support staff person. 3. Jail – 2021 Issue: There continue to be concerns about inmates obtaining prescribed medications and services for mental health needs while in our Otter Tail County Jail. Action: Otter Tail County Human Services is working with the Otter Tail County Sheriff’s Department and the jail to have a social worker/case manager who will be located primarily at the jail. This person will work with people while they are in the jail and upon release to determine service needs and assistance to access needed assessments and services. 4. LAC family and consumer membership increase – Action: We have a strong family and consumer membership census in 2021. Due to COVID we are meeting every other month by zoom. In July we held a hybrid meeting. Due to the increase in COVID cases in August we will return to zoom meetings for September and possibly the rest of the year. 5. Access to Mental Health services/Mental Health Urgent Care or Emergency Department – 2021 Issue: Due to COVID we have seen a continued increase of creative opportunities to deliver services such as the increase in telehealth. This is a wonderful option though does not fit all. We do note that due to the lack of face-to-face visits some of our most vulnerable populations continue to keep falling through the cracks. Action: There have been several meetings with Sanford, LRH, Tri-County, NAMI MN, Dr. Janet Andrews, OTCHS, LMHC, CSU and other interested parties on a mental health urgent care or ER. We broke down to a smaller work group and are now having “coffee” meetings starting with Fergus Falls Mayor Ben Schierer, Kile Bergren, Kent Mattson, Steve Skauge, Mobile MH Crisis Team and CSU to best find the “pain points” and interest to pursue this endeavor. 6. Community Paramedics: Issue: loss of the Community Paramedics. This has reduced the ability to assess persons with mental health needs in the community and attend to the co-morbid issues they may have such as diabetes, medication coordination, communication between providers and person served. Action: none at this time 7. Transportation – 2021 Issue: People struggling with Mental Health struggle with organization and financial issues. 2020 offered great relief for free rides with Otter Tail Express. This decreased the financial burden to individuals. Calling in advance to get a ride and remembering that this ride is scheduled is still a struggle for many. Action: 2020 free rides was greatly utilized and relief for many. 8. Protected Transport – 2021 Issue: protected transport by law enforcement has changed due to the change in MN State Statute 609. This has caused some concern on how providers can safely serve our community when it goes beyond the walls of our facilities. Action: meetings with providers and law enforcement are starting. Recommend support from Commissioners for assistance in building a protected transport system to address safe transport needs in our county. 9. Pet Board and Care: 2021 Issue: Newly identified: Care needed for pets of people who may need treatment. People may not seek residential treatment due to not having a place or funds for placement for their pets. Action: OTC LAC is working with Otter Tail County Humane Society via a small workgroup to address care planning tools for case managers to use with their clients. This small workgroup is also working on possible foster options and legal support and funding to support this option. 10. LGBTQ Supports: 2021 Issue: Newly identified: Need for community supports for those who identify as LGBTQ. Action: OTC LAC is working on identifying culture specific mental health supports. We have identified the Peaceful Mind provider that is working on support groups for those who identify as LGBTQ. We support the recent Pride efforts in Fergus Falls. Recommendations to the Otter Tail County Commissioners The Otter Tail County Adult Mental Health Local Advisory Committee recommends the following: 1. 2021: Medication/Therapeutic Coordination in our Jail: We recommend that there is continued medication and therapeutic coordination with the community providers such as mental health centers and primary care. We support the work that has been done to implement a jail social worker/case manager. 2. 2021 Housing: We support efforts for transitional housing in Otter Tail County to assist the homelessness issue in our county. Update: Otter Tail County Human Services and Fergus Falls HRA were awarded bonding funding for permanent supportive housing. 3. Mental Health Emergency Department: We continue to support efforts in investigating need for a dedicated mental health emergency department in our county emergency rooms which is dedicated to the safety, staff training, medication protocol and resources to best serve this population. We support the efforts of writing a plan to be ready to apply for funding as RFP’s become available. Update: Please note: In 2019 we submitted to the commissioners an idea for Behavioral Health Urgent Care in a handout. The county brought this forward to LRH after our 2019 submission to the county. 2020-2021 conversations with the county, mental health providers and other stakeholders took place. We have transitioned to small group conversations to include Fergus Falls Mayor, CEO of LRH and FFPD to start. A meeting with Ohio’s mental health emergency department was held September 2nd in order to learn about their model. 4. Psychiatry: We recommend continued active recruitment and to retain psychiatric providers for our whole county. Update: New providers have started at LRH. Even with these new providers we support the continued effort in obtaining psychiatric providers for our area. 5. We recommend community development of mental health staff including rehabilitation workers, mental health practitioners, mental health professionals, and psychiatry. Uniting with our educational systems to create and promote educational tracks to develop these areas of need. Including mental health provider assistance and input. Update: No known movement in this area 6. We recommend continued review of transportation options for our county so that people with mental health challenges may attend our social club (A Place to Belong) and obtain the resources they need to maintain wellness. 7. We also recommend continued work between Otter Tail County, MH providers and law enforcement to meet the needs of those who need protected transport to the hospital or other facilities in an emergency. 8. 2021 We recommend bringing back the Community Paramedics Program to support those with mental health needs and physical needs. Respectfully, Otter Tail County Adult Local Advisory Council September 14, 2021 Lab confirmed cases Percent of tests positive Case rate per 10,000 people Case rate per 100,000 people Hospitalizations Deaths OTC MN OTC MN OTC MN Hosp ICU Cumulative 08/29 – 09/04* 120 n/a n/a 20.7 n/a 206.9 n/a 327 78 89 08/22 – 08/28 105 4.9% 6.0% 18.1 19.2 181.0 192.0 321 75 89 08/15 – 08/21 114 4.6% 6.0% 19.7 18.5 197.0 185.0 315 71 88 08/08 – 08/14 80 3.2% 5.3% 13.6 14.8 136.0 148.0 311 69 87 08/01 – 08/07 85 6.7% 4.8% 14.7 11.5 147.0 115.0 310 67 87 07/25 – 07/31 34 3.9% 4.4% 5.9 7.9 59.0 79.0 303 66 87 *Percent positive and statewide case rate data for 08/29 – 09/04 available September 16, 2021. 0 32 32 46 30 57 57 93 88 116118 98 105100 68 31 39 33 13 8 7 11 6 6 14 15 34 85 80 114105 120 0 2 4 6 8 Otter Tail County Statewide 0 5 10 15 20 25 30 2/7-2/132/21-2/273/7 - 3/133/21 - 3/274/4 - 4/104/18 - 4/245/2 - 5/85/16 - 5/225/30 - 6/56/13 - 6/196/27 - 7/37/11 - 7/177/25 - 7/318/8 - 8/148/22 - 8/28Otter Tail County Statewide HEALTH INFORMATION Updated September 9, 2021 Edited September 9, 2021 AGE RANGE OF LAB CONFIRMED CASES Total lab confirmed cases reported through September 8, 2021. EXPANDED AGE RANGE OF LAB CONFIRMED CASES Median age of lab confirmed cases October 2020 – September* 2021. *September age data available for lab confirmed cases from September 1 – September 8 Age Group n Change from previous week Percent of total cases 0 – 4 95 +≤5 1% 5 – 9 234 +≤5 4% 10 – 14 327 +≤5 5% 15 – 19 458 +6 7% 20 – 29 902 +15 14% 30 – 39 922 +20 14% 40 – 49 864 +13 13% 50 – 59 992 +13 15% 60 – 69 867 +11 13% 70 – 79 461 +7 7% 80 – 89 249 +≤5 4% 90 – 99 111 +0 2% 100+ ≤5 +0 0% Total 6485 Oct-20 47 Nov-20 44 Dec-20 47 Jan-21 45 Feb-21 45 Mar-21 40.5 Apr-21 39 May-21 36.5 Jun-21 35 Jul-21 36 Aug-21 40 Sep-21 36 0 10 20 30 40 50 60 70 80 90 100 Age Median age of lab confirmed cases by month Edited September 9, 2021 OTTER TAIL COUNTY VACCINATION SUMMARY Count and percent of total population 12+ receiving vaccination. Data reported as of September 7, 2021. WHO’S GETTING VACCINATED Age group from Minnesota Department of Health vaccine data. Data reported as of September 7, 2021. People with at least one vaccine dose People with complete vaccine series Otter Tail County Statewide Otter Tail County Statewide 28,927 58.2% 71.1% 27,374 55.0% 67.1% Age Group People with at least one vaccine dose 12-15 936 16-17 533 18-49 8,146 50-64 7,941 65+ 11,371 Total 28,927 County-wide and Otter Tail County Public Health Department vaccine data 34%37%43% 61% 84% 52%58%62% 74% 92% 0% 20% 40% 60% 80% 100% 12-15 16-17 18-49 50-64 65+ Received at least one dose as a percentage of age group population Otter Tail County Statewide Edited September 9, 2021 DOSES ADMINISTERED BY OTTER TAIL COUNTY PUBLIC HEALTH DEPARTMENT Report period: December 27, 2020 – September 4, 2021 Total doses administered by OTC Public Health Department: 7,340 People who have received at least one vaccine dose at OTC Public Health: 4,046 People who have completed the vaccine series at OTC Public Health: 3,644 Weekly number of first and second doses administered by Otter Tail County Public Health Department from December 27, 2020 to September 4, 2021. ADDITIONAL INFORMATION Otter Tail County resident data may have discrepancies with published Minnesota Department of Health data due to testing and reporting timelines. All data is preliminary and may change as cases and contact investigations continue. Total doses administered by Otter Tail County Public Health Department represents COVID-19 vaccines administered by the Otter Tail County Public Health Department only. It does not represent COVID-19 vaccine numbers administered by other vaccine providers. OTTER TAIL COUNTY WEBSITE LINKS COVID-19 Dashboard COVID-19 Situation Update 0 0 11 107 207 325 643 242 482 390 654 208 273 512 161 291 440 471 231 271 207 145 129 69 44 71 48 49 57 31 50 28 42 92 65 74 102 118 0 100 200 300 400 500 600 700 12/13/202012/20/202012/27/20201/3/20211/10/20211/17/20211/24/20211/31/20212/7/20212/14/20212/21/20212/28/20213/7/20213/14/20213/21/20213/28/20214/4/20214/11/20214/18/20214/25/20215/2/20215/9/20215/16/20215/23/20215/30/20216/6/20216/13/20216/20/20216/27/20217/4/20217/11/20217/18/20217/25/20218/1/20218/8/20218/15/20218/22/20218/29/2021Doses administeredDoses Administered By Week Start Date Edited September 9, 2021 MINNESOTA DEPARTMENT OF HEALTH and CDC WEBPAGES The Minnesota Department of Health provides weekly COVID-19 case updates by county of residence, age group, and zip code. This information is updated on Thursdays at 11am and can be viewed at the website below. o Link to Minnesota Department of Health Weekly COVID-19 Report: https://www.health.state.mn.us/diseases/coronavirus/stats/index.html#exp The Minnesota Department of Health provides statewide COVID-19 vaccine breakthrough data at the website below. This data is updated weekly on Mondays at 11:00am. o Link to Minnesota Department of Health Vaccine Breakthrough Weekly Update: https://www.health.state.mn.us/diseases/coronavirus/stats/vbt.html The Otter Tail County vaccine data displayed is gathered from the Minnesota Department of Health’s Vaccine Data webpage. This data and additional vaccination data can be viewed on the MDH webpage. o Link to Minnesota Department of Health Vaccine Data: https://mn.gov/covid19/vaccine/data/index.jsp The Center for Disease Control and Prevention provides a county view of key data for monitoring cases. Data is updated daily by 7:00pm. o Link to CDC County Community Transmission data: https://covid.cdc.gov/covid-data- tracker/#county-view DEFINITIONS Weekly percent of tests positive Percent of positive tests for Otter Tail County by week of specimen collection. Only tests reported by laboratories reporting both positive and negative results are included in positivity calculations. Percent positive The percent of positive tests from the total number of tests by county of residence. Numbers include both PCR and antigen tests. Case rate The number of cases per 10,000 people or 100,000 people. Numbers include confirmed and probable cases. People receiving at least one vaccine dose The total number of unique individuals who have received a first or second dose by Otter Tail County Public Health People with completed vaccine series The total number of unique individuals who have completed the manufacturers scheduled vaccine series.