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Home My WebLink AboutBonnie Beach Resort_10000110069000_Septic System Permits_https://onegov.co.ottertail.mn.us/admst/viewcard.php?card=2&ap... A.OTTER TAIL COUNTY Land & Resource Management 0 Phone (218) 998-8095 \ fiPERMIT TYPE Sewage Treatment System Permit PERMIT NUMBER 25727 PROPERTY OWNER Megtar Lie SO rcLAKE INFORMATION Clitherall fO DNR ID(S)238 LOCATION iDTl Parcel(s): 10000110069000 Township Name; Clitherall Township Property Address(es): 20341 BONNIE BEACH RD Section/Township/Range: Sect-11 Twp-132 Range-040 Legal: 5.34 AC GL 3 EX TRS & EX PT PLATTED &NLY 160' ON LK OF GL 4 E OF r T I A WORK AUTHORIZED Install a septic system to serve 6 duplexes and a proposed office building consisting of the following: Design flow = 3400 GPD 3-5000 gallon septic tanks, effluent screen and alarm installed in outlet of 3rd tank, 1-5000 gallon flow equalization tank with duplex time dose pumps. Force main to be directional bored to a 2000 gallon final dose tank with duplex pumps, demand dosing. Pressure bed drain field will be located in the area of Pit #2 with 59" to restrictive layer. Sandy loam soils. Verified by Denise Gubrud on 9/5/2018. Rock bed to be 25' X 175', separated into 2 zones. Alternating demand dose pumps will deliver effluent to each zone thru separate force mains. Operating permit will be issued after installation. Denise Gubrud 11/07/2018 09:21 AM 4a73a15e2264c4c1e30e2a110631690a 796b648a0b814454221ab22b7506a74c 11/07/2018 11/07/2019 ISSUE DATE DATE EXPIRESLand and Resource Management Official/Date NOTE: • This permit must b€ This Svstem.will be ready for insp^tion on on which work is to -f^f\ | • If the terms of this p ' ‘ maybe subject to le • Property Owner is t • Topographical Alter stated. • No part of the Septi • Notify Land & Reso ade on the premises ch work, wner/contractor ur. ion unless otherwise ived. 8095.Date Received Time Received L & R Official 11/7/2018,9:24 AM1 of 1 ^ Permit ApplicationsLand https://onegov.co.ottertail.mn.us/view.php?id=4746&viewOnly=l&p= T Lard & Resource Management Government Services Center 540 Fir Avenue West Fergus Falls MN 56537 Phone: 218-998-8095OTTER TfllloosriTT-iaHiaitoTA Sewage Treatment System Permit Permit # 25727 Valid: 11/07/2018 -11/07/2019 Applicant Information Applicant Intbimation:] Name: i Tra\^s Johnson Phone: I! (320 )983 -2447 ; Email Address: travjs@septlccheck.corn ; . Mailing Address; • • 6074 Keystone Rd : Mitaca MN 56353 ContractorI am the: Is this Sewer Permit Application for a Collector System? Contactor's License Number and Business Name Contractor's Business Name: Septic CHeck Contractor's License Number:2624 Property Owner's Contact Information Property Owner Contact Information: : Name; j Bonnie Beach F^esqrt Phone: ; (218 ) 405 - 0470 i Email Address traMS@septiccheck.corn Mailing Address 20341 Bonnie Beach Road ': Battle Lake MN 56515 Property Information Property Please search by one of the following: Parcel #, name, or Physical Address. Click the blue "Select" to select Selected: Primary Name/AddressLegal DescriptionProperty Attributes Property Address Primary Address Line 1 CityLegal Description Legal Description NameCityLegal DescriptionParcel # Property Address 20092 CAMPGROUND BATTL LAKE NLY 160' ON LK OF GL 4 E OF MEGTAR5.34 AC GL3EXTRS&EX PT PLATTED & 20341 BONNIE BEACH RD BATTLE LAKE 10000110069000 LLC RD Det«|opedIs the property Developed or Undeveloped? ShorelandIs the property located In the Shoreland or Non- Shoreland area? 11/7/2018,9:24 AM1 of3 ! Permit ApplicationsLand https://onegov.co.ottertail.mn.us/view.php?id=4746&viewOnly=l&p=. - Shoreland Informationt. Associated Lakes :Selected: Lake Name DNR ID Lake Class LR CD Clitherall 238 RD 56-238 River/Stream Name and Classification (i.e. Otter Tall / AG): RD Bluff: Project Information Type of Installation:Other Establishment- 2,500 to 4,99gGallons Per Day Type I PressurePressure Design Flow: System Type: Efiuent Distirbution: System Components Type I Components:Bed Depth of Well: deep Feet Number of Bedrooms:p Abatement:No Garbage Disposal:No Ejector Yes Number of Tanks;5 Number of Lifts:2 Number of Soil Treatment Areas: 1 Septic/Holdinq TanktsI Total Capacity of Septic/Holding 0 Gallons Tank(s): Setback to Nearest Well: >100 Feet Setback to Ordinary High Water >100 Feet Level: Setback to Bluff:n/a Feet Setback to Dwelling: Setback to Non-Dwelling: >20 Feet >20 Feet Setback to Nearest Lot Line: >^ Feet Setback to Road Right-of-Way: >50 Feet jLiftTanktsI Total Capacity of Lift Tank(s):7000 Gaiions >100 FeetSetback to Nearest Weli: Setback to Ordinary High Water >100 Feet Levei: n/a FeetSetback to Biuff: >20 FeetSetback to Dweiiing : Setback to Non-Dweiling:>20 Feet Setback to Nearest Lot Line:>50 Feet Setback to Road Right-of-Way: >50 Feet Soil Treatment Area(s) 4375 Square FeetTotal size of Treatment Area: >200 FeetSetback to Nearest Well: Setback to Ordinary High Water >200 Feet Level: Setback to Bluff:n/a Feet >100 Feet >100 Feet >50 Feet Setback to Dwelling: Setback to Non-Dwelling: Setback to Nearest Lot Line: Setback to Road Right-of-Way: >50 Feet 3 FeetElevation above Restrictive Layer Documentation IFHel:# :Fiie 2: Bonnie_Lake_dwg.pdf Attach Supporting Documentation:Bonnie_Beach_Design.pdf Appiicant Approvai Johnson, Tra^s, MApplicant Signature: Date Signed:10/18/2018 I understand that checking this box constitutes a legal signaturePlease check to approve: Whoever/ChrisAttention: Will we need another peneit to directionally drill the fbrcemain under the county ditch?Comments: Terms 11/7/2018, 9:24 AM2 of 3 \t ApplicationsLand..https://onegov.co.ottertail.mn.us/view.php?id=4746&viewOnly=l&p= AgreementI The undersigned hereby makes application for permit to install, alter, repair or extend Sewage Treatment System herein specified, agreeing to do all such work In strict accordance with Sanitation Code of Otter Tail County, Minnesota. Applicant agrees that the Attached Documentation submitted herewith and which is approved by a Land & Resource Management Official shall become a part of the permit. Applicant Further agrees that no part of the system shall be co\«red until it has been inspected and approved for use. It shall be the responsibility of the applicant for the permit to notify Land & Resource Management that the installation is ready for inspection. Note r Once a permit is approved it is valid for a period of twelve (12) months from the date of approval unless otherwise indicated on pennit. A sewer permit does not include the building sewer (sewer line). Invoice 10/18/2018 Charge Cost Quantity Total Advanced Fees - Design (2,501 • 5,000 GPD), All System Typesadded 11/07/2016 9;15 AM $500.00 $500.00X 1 Grand Total $500.00Total (Paid) Approvals SignatureApproval #1 Received and Assigned Sheila Dahl - 10/19/2016 8:55 AM Iac467b7137b716335c05d0225c4cl5a f4bf4786273875dd25721f80e6d2e2bd Denise Gubrud - 10/29/2018 10:10 AM ad0f58f9abl608283607e94cc71af4e8 3430eb266de2c9b9309a34ade4cc46e5 Wl Application Review Denise Gubrud - 11/07/2018 9:21 AM 4a73al5e2264c4cle30e2all0631690a 796b648a0b814454221ab22b7506a74c #3 Application Approval 11/7/2018, 9:24 AM3 of 3 NUItb 1. ALL BUILDING SEWER LINES, MAINLINES AND FITTINGS ARE TO BE PVC SCHEDULE 40 (ASTM D2665). 2. ALL 2" FORCEMAIN AND RTTINGS ARE TO BE PVC SCHEDULE 40 (ASTM D2665) AND ALL FITTINGS ARE TO BE PRESSURE RATED. 3. THE EXISTING CONDITIONS AND EXISTING ELEVATIONS ON THIS PLAN HAVE BEEN PROVIDED BY OTHERS. ALL LOCATIONS AND ELEVATIONS ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4. ALL MATERIALS INDICATED ON THE PLAN OR APPROVED EQUALS ARE TO BE PROVIDED AND INSTALLED. 5. ALL DIRECTIONALLY DRILLED UNES ARE TO BE 2“ S0R11 OR APPROVED EQUAL. 6. SEWER LINES TO MEET PROPER WATERLINE SETBACKS. 7. ANY PIPE OR FITTING CHANGES WILL NEED TO BE APPROVED BY THE DESIGNER TO ASSURE NO ADDITIONAL CHANGES NEED TO BE MADE. \ V'SCALE r=50’\. \ +1 \CD \ELEVATIONS to 1 UPSLOPE GRADE OF PROPOSED BED MAXIMUM BED DEPTH (BOTTOM OF ROCK) MIN. FINISHED GRADE OVER BED EST. SEPTIC TANK INLET ESTIMATED FLOW EO PUMP ELEVATION ESTIMATE DOSE TANK PUMP ELEVATION -1347.20 -1345.29 -1347.04 -1340.00 -1332.58 -1J42.20 148.5 41 i i **ALL SEPTIC SYSTEM COMPONENTS ARE GREATER THAN 50' FROM ALL WELLS AND PROPERTY UNES. 41%LJ \\rSi Edge of Wetland€B3 I ■6B2 iT- WET LAND Centerline of County Ditch No. 16 — as located 9/2/09 25* BY ITS' PSESSURE BED EZF1.0W UtUA 10 (Creek - DEED) COUNTY PIT #2 2) 2" SCH. 40 FORCEMAINS Edge of Wetland■>» ” Li- .(8t ■5B1/ COUNTY PIT #3 NOTIS 1- AU.6UILDINC SCMCR UNES. UAINUNES AND nTTMGS BE PVC SCHEDULE 40 (ASm D266S). 2" FOftCEMAIN AMD HTTINCS ARE TO E ARE TO 2. A_L SCHEDULE *0 (ASTM 02565) ANC ALL riTINCS ARE TO 8£ PRESSURE RATED.X THE EXISTIMO CONO TIONS AND EXISTING ELE THIS PLAN HA\A. BEtN PRO'iAOEO BY OTHERS, Aa LOCATONS ANC ELEVATIONS ARE TO BE RELC VERI PRIOR TO CONSTRLCTlOH. 4. A_L MATERIALS INDICATEO EOJALS ARE TO BE PROVIDE 5. A_L DIRECTIONAILT OR APPROVED EQUAL.6. SDKER LN-:S TO ME£ 7. ANY PIPE OR APPRO' ■CHANGI BE PVC sSCALE - r=50’ vations on 2fflED riEVAnowsON THE PLAN OR APPROVED D AND INSTALLED. Y DRILLED UVES ARE TO BE 2‘ SORli UPSLOPE GRADE Of PROPOSED BED -13*7.30 BED DEPTH (BOTTOM Of ROCK) HED GRADE OV^ BED -1345.29-13*7.0*UAXIML’U MIN. FHISHl ESI SEPTIC OEWLOPER WATERLINE SETBA FITTING CHANGES WILL NEED TO Bi VED BY THE DESIGNER TO ASSURE MO ADOITIQNAl ES MEED TO BE MADE- T PR CKS. ; TANK INLET aOW tO PUMP TANK PU.MP -U40.00-M32.3flESTIMATEDESnUATFELEVA7TONDOSEELEVATION-1342.20 148.5 ! i I ••ALL SEPTIC SYSTEM COMPONENTS APE GREATER THAN i 50’ FROM ALL WZUS ASD PROPERTY UNES.I Edge of Wetiond 1\} OUNTT PIT #2 A % i Se9'03’35"W North lino of Gov’t Lot 4 South line of the Nor 160,00 feet of Gov’t GAP! SEE I h«r«by Ofeaorad cwlify that this sitePROPERTY LOCATCN 41 eon/il»--.tie Lslie MN P.I.D t locoonooeBOOo LEGAL DESCRIPTIONPfiCPAftCO n»:Bonnie Beach Reso"t PAGE TITLE:SEPTIC CHECK fNC.ty me or under myBeoeh Rd 56515 SEC. n. ToR County, M^neceto. TWP 132. RC 040 SYS'EM OVERVIEW6C74 KEYSTONE RD UitACA. UN 5C555Otter (320)“9e3-2447 (FAX) (323)-983-2151 ~fi^^^ohnsorm^PC~X~Ucef*se~0~26^ Septic System Design Owner Address: Ron & Patricia Sugden 20092 Campground Road Battle Lake MN 56515-9272 Project Information; 20341 Bonnie Beach Road Battle Lake MN 56515-9272 Section 11, Township 132, Range 040 PID# 10000110069000 Otter Tail County Septic System Design Completed By: Travis Johnson Septic Check 6074 Keystone Road Milaca, MN 56353 Lie # 2624 Phone: 888-983-2447 i DESIGN DESCRIPTION AND MAINTENANCE REQUIREMENTS Septic System Design Additional Information SEPTIC^ CHECK Property Owner:Bonnie Beach Resort Description of Wastewater Treatment and Dispersal System This design is for an updated septic system at an existing resort in Battle Lake Minnesota. This update will serve the 6 newer duplexes and a new office building in the future. This system will eventually serve the entire resort. Soils have been verified onsite and will allow an in ground pressurized bed. Sewage will flow by gravity from the cabins into the proposed septic tanks. A time dosed pump tank will deliver effluent into the pressure bed dose tank located on the west side of the county ditch. Effluent will then dose the large pressure bed that will be split into two different zones. Flow and Loading Estimates: The daily design flow was calculated using flow data from the resort that has been collected throughout the 2017 season. The actual flows are included in the design packet. The flow data collected was with a total capacity of 40 beds at the resort (or 80 people). This design will include additional capacity to not only accommodate the proposed bed increase to 42 total beds (84 people), but possible more in the future. The design flows were calculated as seen below. -Existing 7-day peak flows = 1901 gallons per day, or 25 gallons per person -Estimated peak season actual flows = 1700-2100GPD -Estimated peak season flows with growth 2100-2400 -A properly designed septic system should be operating at roughly 70 percent during peak season. This design flow was calculated by using 2300 gallons per day as the peak flow and using that number as 70% of the design capacity ending with a final design flow of 3400gpd. -Final design flow - 3400 GPD Waste strength entering the final dose tank will be assumed to be residential strength (125 mg/I CBOD). If waste strengths exceed this, pretreatment will need to be added into the system. Tanks and collection: Collection will consist of hooking 4” schedule 40 PVC pipe to the existing outlets of the cabins. If line cleanouts are not present, they must be installed. Septic tank sizing will be four times the design flow allowing sewage to be lifted to the tanks if necessary. Line cleanouts will also need to be installed every 100’ in the main line. Three 5000-gallon septic tanks will be installed followed by an additional 5000-gallon flow equalization tank. A PL 525 effluent screen and alarm will need to be installed on the outlet of the third septic tank to prevent solids from entering the dose tank. A forcemain will be directionally drilled to the northwest under the county ditch. This forcemain will be plumbed into a 2000-gallon final dose tank. Septic Check 1 6074 Keystone Rd Milaca, MN 56353 | ph. 888-983-2447 \ fax. 320-983-2151 i All tanks will need to be installed with risers and manholes to grade. MN 7080 requires insulation to be installed if there is less than 2’ of cover on the tanks. Backfill material around the tanks should be granular without excessive moisture content. Granular backfill shall be compacted in lifts to prevent pipes from settling. It is important to cut the top of the risers flat slightly above grade so that manhole covers seal properly. Insulated synthetic manhole covers with foam or rubber gaskets are recommended to prevent odors from escaping though the lids. Septic Tanks: • (3) 5000-gallon septic tanks o PL 525 effluent screen and alarm Flow Equalization Tank: • 5000-gallon pump tank • Duplex time dose pumps: 45gpm 37.6tdh o Pump model: Goulds WE 10H • SJE Rhombus Duplex time dose panel with CC/ETM and auxiliary alarm for effluent screen Drain field Dose tank: • 2000-gallon single compartment pump tank • Duplex demand dose pumps: 96gpm 37.1 tdh o Pump model: Goulds WEI 5H • SJE Rhombus Duplex demand dose panel with CC/ETM E'-2.T"( <5 Ia/ toPressure Bed Drainfield: The soils investigation for the proposed drainfield location was performed in the wood’s west of the county ditch, on the north side of the trail running east and west. Soil pits were excavated onsite and verified by Otter Tail County. It is crucial to install the beds as staked as the limiting layer is closer to the surface on the top of the flat. The assumption is that years of erosion has moved the topsoil downslope. The soil investigation preformed within the soil treatment area found sandy loam soils with a depleted matrix at a depth of 59”. A soil loading rate of 0.78 gpd/ft2 will be used to design the beds requiring 4359 square feet of treatment area. Alternating demand dose pumps will deliver effluent to the bed. A 25' x 175' rockbed will be installed not to exceed 23” below grade. Each pump will be plumbed into a separate forcemain which will dose each of two zones within a single rockbed. Lateral line cleanouts are to be installed at the end of each lateral to grade inside an irrigation box. Additional Notes: Keep all vehicles and construction equipment off septic area. Rutting and/or compacting the soil will change the percolation rates and may lead to system failure. Owner to verify all property lines. Installer to verify all elevations, dimensions, and ensure proper fall to pipes. Septic Check 1 6074 Keystone Rd Milaca, MN 56353 1 ph. 888-983-2447 1 fax. 320-983-2151 2 Establish turf to prevent erosion and freezing. Final restoration includes seeding and straw mulch over the disturbed areas. Each tank is to be pumped through the maintenance cover when serviced. Do not pump through inspection pipes. Owner is responsible for all costs involved in servicing, monitoring, and mitigating the system. All construction to be performed in accordance with MN Rule 7080, and Otter Tail County ordinance. Maintenance Requirements Annual maintenance is recommended for this system. Level C treatment was used in this design. Location Description Frequency Septic tanks Inspect manholes for infiltration Annually Septic tanks Inspect inlet and outlet for infiltration Annually Septic tanks Inspect and clean effluent filters Annually Septic tanks Sample sludge and scum levels Annually Septic tanks Pump tanks when solids level exceeds 33% of tank volume As needed Septic tanks Inspect baffles, effluent screens and tank integrity Annually Location Description Frequency Lift Stations Inspect manholes for infiltration Annually Lift Stations Inspect inlet and outlet for infiltration Annually Lift Stations Inspect pumps and floats for proper operation Annually Lift Stations Inspect panel and alarm system for proper operation__________________________ Annually Lift Stations Record cycle counters and elapsed timer meters Weekly Lift Stations Sample sludge and scum levels Annually Pump tanks when solids level exceeds 6" in depthLift Stations As needed Lift Stations Sample effluent CBOD, TSS, FOG As needed DescriptionLocation Frequency Drainfield Inspect for ponding or seepage Annually As NeededDrainfieldMow the drainfield area Drainfield Clean lateral lines As Needed Mitigation: If the rockbeds are ponding or treatment levels are not met, install pretreatment to reduce waste strength. If flow is exceeded, investigate for signs of infiltration, reduce flow into the system, or hire a pumper to haul out additional flow. If the drainfield ponds, reduce flow into the drainfield or install a new drainfield. *** See the operating permit for additional maintenance information. Septic Check | 6074 Keystone Rd Milaca, MN 56353 | ph. 888-983-2447 \ fax. 320-983-2151 3 r t DESIGN WORKSHEETS University OF MinnesotaOSTP Design Summary WorksheetMinnesota Pollution Control Agency Project ID: |I V 07.14.15Property Owner/Client: Bonnie Beach Resort Site Address: 20341 Bonnie Beach Road Battle Lake MN 56515 Date 1. DESIGN FLOW AND TANKS Note; The estimated desisn flow Is considered a peak flow rate includins a safety factor. For Ions performance, the averase daily flow is recommended to be < 60% of this value. Gallons, in 3400 Gallons Per Day (GPD)A. Desisn Flow: B. Septic Tanks: Minimum Code Required Septic Tank Capacity: Recommended Septic Tank Capacity: 10200 3 Tanks or Compartments 15000 Gallons, in 3 Tanks or Compartments Effluent Screen:Yes YesAlarm: C. Holdins Tanks Only: Minimum Code Required Capacity:Gallons, in Tanks Designer Recommended Capacity:Gallons, in Tanks Type of High Level Alarm: 3400D. Pump Tank 1 Capacity (Code Minimum):3400 GallonsGallonsPump Tank 2 Capacity (Code Minimum): 2000 5000 GallonsPump Tank 1 Capacity (Designer Rec):Gallons Pump Tank 2 Capacity (Designer Rec): 96.0 GPM Total Head 37.1 ft Pump 2 45.0 GPM Total Head 37.6 ftPump 1 Supply Pipe Dia. 2.00 in Supply Pipe Dia.2.00640.0 in Dose Volume:Dose Volume:gal gal 2. SYSTEM TYPE O Gravity Distribution ® Pressure Distribution-Level O Pressure Distribution-UnlevelO Trench ® Bed O Mound O At-Grade O Drip O Holding Tank O Other * Selection Required 1338.70Benchmark Elevation:ft X ON BRIDGEBenchmark Location: System Type Type of Distribution Media: 0 Orainfield Rrx:k 0 Registered Treatment Media;(□Type II □Typelll DTypelV nTypeV13 Type I Infiltrator Ezflov/ 3. SITE EVALUATION: I 4.9 |ft59 7.0 %A.Depth to Limiting Layer:B.Measured Land Slope %:in Sandy LoamC.Elevation of Limiting Layer:Soil Texture:D.1342.3 GPD/ft'Loc. of Restricive Elevation: 23" Below highest bed elevation 0.78F. Soil Hyd. Loading Rate:E. d^ftG. Minimum Required Separation: 36 I. Code Maximum Depth of System: MPIinPerc Rate:H. 23 in Comments: 4. DESIGN SUMMARY Trench Design Summary ft’Trench WidthSidewall DepthDispersal Area ftin Total Lineal Feeti Number of Trenches Code Maximum Trench Depthft in Designer’s Max Trench DepthContour Loading Rate ft in Bed Design Summary ft’Code Maximum Bed Depth 23.04375Depth of sidev/all 12.0Absorption Area inin 23.0Bed Width 25 Bed Length 180.0 ft DesigneTs Max Bed Depthft in Hi University OF MinnesotaOSTP Design Summary WorksheetMinnesota Pollution Control Agency Mound Design Summary ft'Absorption Bed Area Absorption Width Bed Length Bed V/idth ftft Clean Sand Lift Berm Width (0-1%)ft ft ft Upslope Berm Width Endslope Berm Width ftft Downslope Berm Width Total System Width ft Total System Length : gal/ftftftContour Loading Rate At-Grade Design Summary ft Absorption Bed Length gal/ft Upslope Berm Width System Length Absorption Bed Width System Height ftft Downslope Berm WidthContour Loading Rate ftft Endslope Berm Width System Width ftft ft Level Et Equal Pressure Distribution Summary 1/8No. of Perforated Laterals 8 Perforation Spacing Perforation Diameter3ft in 1.50 850 galgalin Min. Delivered Volume Maximum Delivered VolumeLateral Diameter 301 Non-Level and Unequal Pressure Distribution Summary Elevation Pipe Volume (gal/ft) Pipe Length Perforation Size (ft)(ft)Spacing (ft)Spacing (in)Pipe Size (in)(in) Lateral 1 Minimum Delivered Volume galLateral 2 Lateral 3 Lateral 4 Maximum Delivered Volume galLateral 5 Lateral 6 5. Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading 1. Organic Loading to Pretreatment Unit - Design Flow X Estimated BOD in mg/L in the effluent X 8.35 ^ 1,000,000 gpd X ________________________ 2. Type of Pretreatment Unit Being Installed; 3. Calculate Soil Treatment System Organic Loading: BOD concentration after pretreatment f Bottom Area = Ibs/day/ft' Ibs/day/ft' mg/L X 8.35+ 1,000,000 =lbs BOD/day ft' =mg/L X 8.35 + 1,000,000 + Comments/Special Design Considerations; I hereby certify that I have completed this v/ork in accordance with all applicable ordinances, rules and laws. 04/22/192524Brian Koski (Signature)(Date)(License H)(Designer) OSTP Bed Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency v07.14.15Project ID;1. SYSTEM SIZING: 3400A. Design Flow (Design Sum. 1 A); B. Code Maximum Depth*: C. Soil Loading Rate: GPD Designers Maximum Depth:2323inches GPD/ft^ D. Required Bottom Area: Design Flow (1.A) + Loading Rate (1.C) = Initial Required Bottom Area GPD/ft^= inches 0.78 ft^3400 0.78 4359GPD- E. Select Distribution Method: E3 Pressure □ Gravity □ Rock E] Registered F. Select Dispersal Type: Infiltrator Ezflow G. If distribution media is installed in contact with sandy or loamy sand or with a percolation rate of 0.1 to 5 mpi indicate distribution or treatment method:Pressure distribution 2. BED CONFIGURATION: (for sites with less than 6% slope) 1.0 = pressurized or 1.5 = gravityA. Select size Multiplier: B. Req'd Bottom Area = Bottom Area (1.D) X Size Multiplier = 4359.0 ft^ X TO Ift = 4359 1.0 ft' 4375C. Designed Bottom Area:ft Optional upsizing of bed area 25D. Select Bed Width: E. Calculate Bed Length: Designed Bottom Area i Bed Width = Bed Length ft ft'-4375 25.0 175.0 ftft = 3. MATERIAL CALCULATION; ROCK A. If drainfield rock is being used, select sidewall absorption 6.0 inches = B. Media Volume: (Media Depth + depth to cover pipe) X Designed Bottom Area = ft' 0.33 |ft) X I 4375.0 |ft' =| 3631 "[ft' C. Calculate Volume in cubic yards: Media volume in cubic feet - 27 = cubic yards ieri Ift' - 27 = 0.50 ft ( 0.5 ft- yd'134 4. MATERIAL CALCULATION: REGISTERED PRODUCTS - CHAMBERS AND EZFLOW fInfiltrator EzflowA. Registered Product: B. Component Length; C. Component Width; D. Component depth (louver or depth of sidewall loading) D. Number of Components per Row = Bed Length divided by Component Length (Round up) 10 1 03 12 |in 10175 18ft r ft =components E. Actual Bed Length = Number of Components X Component Length: 18 components X F. Number of Rows = Bed Width divided by Component Width 10.0 ft =180.0 ft r^s Adjust width so this is an whole number. 25 3 8.3ft =ft - G. Total Number of Components = Number of Components per Row X Number of R^s 150188X components Pressure Distribution Design Worksheet Each of 2 University OF Minnesota Minnesota Pollution Control Agency V 07.14.15Project ID: 251. Media Bed Width:ft 2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) t 3] + 1. Does not apply to at-grades825-4) + 1 =(laterals 3. Designer Selected Number of Laterals: Cannot be less than line 2 (accept in at-<irades) 8 laterals 3.0 ft4. Select Perforation Spacing: 1/85. Select Perforation Diameter Size:in pciffM«u«n v.' m ’*• 6. Length of Laterals = Media Bed Length - 2 Feet. 86 ft Perforation can not be closer then 1 foot from edge. Determine the Number of Perforation Spaces. Divide the Length of Laterals by the Perforation Spacing and round down to the nearest whole number. 88 2ft 7. 28386ft SpacesNumber of Perforation Spaces = Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces. Check table below 8. to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double with a center manifold. ft T St 29Perforations Per Lateral =28 Spaces + 1 =Perfs. Per Lateral Haxifrum NunJser of Perforatiora Per Lrteral to CkjaranU# < 1(» Discharge VanWon ’VyihchP^oratiofis 7/32 Inch Perforations Pipe Diameter (Inches)Fipe Diameter (IrKhes)Perforation Spacing (Feet)Perforation Spacing (Feet) m 2 3I1H32IVtm1 6816213411226013183010 m 32 64m2010142812 16 548 60193091433122552816 1/8 Inch Perforations3/16 Inch Perforations Pipe Diameter (Inches)Pipe Diameter (Inches)Perforation SpacingPerforation Spacing (Feet)(Feet)3m2m321m1m 74 149334421872121846226 211 135694121120301724408012 3 1283864329207522371216 9. Total Number of Perforations equals the Number of Perforations per Lateral multiplied by the Number of Perforated Laterals. Total Number of Perf.2328Number of Perf. Lat. =29 Perf. Per Lat. X 10. Select Type o/Mani/o/d Connection (End or Center): (TjEnd O Center 1.50 in V11. Select Lateral Diameter (See Table): (P Pressure Distribution Design Worksheet Each of 2 University OF Minnesota Minnesota Pollution Control Agency 12. Calculate the Square Feet per Perforation. Recommended value is 4~11 ft^ per perforation. Does not apply to At-Grades a. Bed Area = Bed Width (ft) X Bed Length (ft) 25 ft^ft 88X ft 2187.5 b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations. ftVperforationsft^2187.5 232 perforations 9.4f 13. Select Minimum Average Head:5.0 ft 14. Select Perforation Discharge (GPM) based on Table:0.41 GPM per Perforation 15.Determine required Flow Rate by multiplying the Total Number of Perfs. by the Perforation Discharge. 232 Perfs X 0.41 96GPM per Perforation =GPM 16. Volume of Liquid Per Foot of Distribution Piping (Table It):0.110 Gallons/ft 17. Volume of Distribution Piping = = [Number of Perforated Laterals X Length of Laterals X (Volume of Liquid Per Foot of Distribution Piping] Table ii Volume of Liquid in Pipe Pipe Gallons Diameter (inches) Liquid Per Foot (Gallons) 8 86 0.110 75.2Xft X gal/ft 18. Minimum Delivered Volume = Volume of Distribution Piping X 4 Gallons 0.0451 1.25 0.07875.2 gals X 4 =301.0 1.5 0.110 2 0.170 0.3803 4 0.661 Comments/Special Design Considerations: OSTP Basic Pump Selection Drainfield Dose Pumps University OF Minnesota Minnesota Pollution Control Agency 1. PUMP CAPACITY Project ID; OCrawty ®Piessure 1. If pumping to gravity enter the gallon per minute of the pump: 2. If pumping to a pressurized distribution system: Pumping to Gravity or Pressure Distribution:Selection required GPM (10 ■ 45 spm) 96,0 GPM 3. Enter pump description:Demand Dosing Soil Treatment Soil treatmcfti systf m & point of tSschargo2. HEAD REQUIREMENTS ftA. Elevation Difference between pump and point of discharge; 8 1=^1 n(»l p<p«Etpvstkm / diHefctxeB. Distribution Head Loss:10 ft C. Additional Head Loss:ft (due to spcdfat equipment, etc.) Table I.Friction Loss in Plastic Pipe per 100ft DIsttribution Head Loss Pipe Diameter (inches)Flow Rate (GPM)Gravity Distribution •=» Oft 211.25 1.5 Pressure Distribution based on Minimum Average Head Value on Pressure Distribution Worksheet: 10 9.1 3.1 0.31.3 12 12.8 4.3 1.8 0.4 Minimum Average Head Distribution Head Loss 17.0 5.714 2.4 0.61ft5ft21.816 7.3 3.0 0.72ft6ft189.1 3.8 0.95ft10ft2011.1 4.6 1.1 1.72516.8 6.9 D. 1. Supply Pipe Diameter:2.0 30 23.5 9.7 2.4in 35 12.9 3.2 2. Supply Pipe Length;75 ft 40 16.5 4.1 45 20.5 5.0E. Friction Loss in Plastic Pipe per 100ft from Table I:50 6.1 55 7.320.40 ft per 100ft of pipe F. Determine Equivalent Pipe Lensth from pump discharge to soil dispersal area discharge point. Estimate by adding 25% to supply pipe length for fitting loss. Supply Pipe Length (0.2) X 1.25 =■ Equivalent Pipe Length Friction Loss -60 8.6 65 10.0 70 11.4 13.075 85 16.47593.8 ftftX 1.25 95 20.1 G. Calculate Supply Friction Loss, by multiplying Friction Loss Per 100ft (Line E) by the Equivalent Pipe Length (Line F) and divide by 100. Supply Friction Loss - 20.40 I ft per 100ft 93.8 ft 19.1X100 ft H, Total Head requirement is the sum of the Elevation Difference (Line A), the Distribution Head Loss (Line B), Additional Head Loss (Line C), and the Supply Friction Loss (Line G )e/ 8.0 10.0ft 37.1ft19,1ft *ft -ft*■ jL3. PUMP SELECTION 96.0 37.1A pump must be selected to deliver at least GPM (Line 1 or Line 2) with at least feet of total head. Comments: (p OSTP Pump Tank Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency DETERMINE TANK CAPACITY AND DIMENSIONS v07.t4.15Project ID: 3«!001.A. Des/jn Flow (Design Sum. lA), B. Min. required pump tank capacity; D. Pump tank description: GPD 3400 Gal 2000 GalC.Recommended pump tank capacity: “Duplex Pumps*Demand to Pressure MEASURED TANK CAPACITY (existing tanks): 2. A. Rectangle area = Length (L) X Width (W)WidthftXft’ft S B. Circle area - 3.14r’ (3.14 X radius X radius) 3.14 X 2 ft’ft ♦ Length C. Calculate Gallons Per Inch. Multiply the area from 1.A or 1.B, by 7.5 to determine the gallons per foot the tank holds and divide by 12 to calculate the gallons per inch. ~1 ft’ X 7.5 gal/ft’ 4 12 in/ft Gallons per inch= D. Calculate Total Tank Volume Depth from bottom of inlet pipe to tank bottom: Total Tank Volume = Depth from bottom of inlet pipe (Line 4.A) X Callons/lnch (Line 2) Gallons Per Inch = in X 42.9in Gallons MANUFACTURER'S SPECIFIED TANK CAPACITY (when available): Note: Design calculations are based on this specific tank. Substituting a different tank model will change the pump float or timer settings. Contact designer if changes are necessary. Wieser3. A. Tank Manufacturer: W2000-MRB. Tank Model: C. Capacity from manufacturer;2146 Gallons D. Gallons per inch from manufacturer:42.9 Gallons per inch E. Liquid depth of tank from manufacturer:46.0 inches DETERMINE DOSING VOLUME 4. Calculate Volume to Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of the pump tank & 2 inches of water covering the pump is recommended) (Pump and block height ♦ 2 inches) X Gallons Per Inch (2C or 3E) in + 2 inches) X12 42.9 601(Gallons Per Inch Gallons 5. Minimum Delivered Volume = 4 X Volume of Distribution Piping: • Line 17 of the Pressure Distribution or Line 11 of Non-level 6. Calculate Maximum Pumpout Volume (25% of Design Flow) GPD X 301 Gallons (minimum dose) 3400 0.25 850Design Row;Gallons (maximum dose) 7. Select a pumpout volume that meets both Minimum and Maximum: 8. Calculate Doses Per Day = Design Flow t Delivered Volume gpd T 640 Gallons Volume of Liquidin Pipegal =3400 640 5 Doses 9, Calculate Drainback: A. Diameter of Supply Pipe =Liquid Per Foot (Gallons) Pipe Diameter (inches) 2 inches 75B.Length of Supply Pipe =feet 0.170C.Volume of Liquid Per Lineal Foot of Pipe = Drainback = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe gal/ft = Gallons/ft 0.0451 D.0.0781.25 ft X 0.17075 12.8 Gallons 0.1101.5 10. Total Dosing Volume = Delivered Volume plus Drainback gal + 0.1702 12.8 gal =653640 Gallons 11. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank 0.3803 0.6614in X3 42.9 128.8gal/in =Gallons OSTP Pump Tank Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: A. Timer Settings 12. Required Flow Rate: A. From Design (Line 12 of Pressure, Line 10 of Non-Level or Line 6 of Pump'): B. Or calculated: GPM = Change in Depth (in) x Gallons Per Inch / Time Interval in Minutes in X iSbemand Dose GPM ‘Note: This value must be adjusted after GPM installation based oh pump calibration. gal2in r min = 13. Flow Rate from Line 12.Aor 12.B above. 14. Calculate TIMER ON setting: Total Dosing VotumelOPM GPM gal -F Minutes ONgpm = 15. Calculate TIMER OFF setting: Minutes Per Day (1440)/Doses Per Day - Minutes On 1440 min doses/day • 16. Pump Off Float • Measuring from bottom of tank: Distance to set Pump Off Float^Oallons to Cover Pump / Cations Per Inch: gal T 17. Alarm Float - Measuring from bottom of tank: Distance to set Alarm Float = Tank Depth(4A) X 90% of Tank Depth in X0.90 = Minutes OFFminF gal/in =Inches in B. DEMAND DOSE FLOAT SETTINGS 18. Calculate Float Separation Distance using Dosing Volume. Total Dosing Volume /Gallons Per Inch653 I gal f 19. Measuring from bottom of tank: A. Distance to set Pump Off Float = Pump + block height + 2 inches in -r 42.9 gal/in =15.2 Inches 12 3 in =15 Inches B. Distance to set Pump On Float^^Dlstance to Set Pump-Off Float * Float Separation Distance in -r15 in =15.2 30 Inches C. Distance to set Alarm Float = Distance to set Pump-On Float * Alarm Depth (2-3 inches) in -r30 3.0 in =33 Inches FLOAT SETTINGS DEMAND DOSING TIMED DOSING 1 Inches for Dose:15.2 in fT_ InAlarm Depth 33.2 in Pump On 30.2 in Pump Off 15.0 Alarm Depth 128.76 Gal 653 Galy Pump Off in a644 Cal OSTP Basic Pump Selection Time Dose Tank University OF Minnesota Minnesota Pollution Control Agency 1. PUMP CAPACITY Project ID: @Gravitv Ofr«5SurePumping to Gravity or Pressure Distribution:Selection required 1. If pumping to gravity enter the gallon per minute of the pump;45.0 GPM (10 ■ 45 spmj 2. If pumping to a pressurized distribution system:GPM ' 3. Enter pump description:Time dose to final dose tank 2. HEAD REQUIREMENTS foil lyiitmift Of dl>^rea I- A. Elevation Difference betv/een pump and point of discharge: 15 ft B. Distribution Head Loss;0 ft C. Additional Head Loss:ft (due to special equipment, etc. Table I.Frtctlon loss In Plastic Pipe per 100ft Distribution Head Lx>ss Pipe Diameter (Inches)Flow Rate (GPM)Gravity Distribution - Oft 1.25 21.51 10 3.1 0.39.1 1.3Pressure Distribution based on AAinimum Average Head Value on Pressure Distribution Worksheet:0.44.3 1.81212.8 Minimum Average Head Distribution Head Loss 14 5.7 2.4 0.617.0 1ft 5ft 7.3 0.71621.8 3.0 2ft 6ft 0.9189.1 3.8 5ft 10ft 20 11.1 1.14.6 1.72516.8 6.9 2.43023.5 9.7D. 1. Supply Pipe Diameter:2.0 in 35 3.212.9 2. Supply Pipe Length;360 ft 40 16.5 4.1 45 5.020.5E. Friction Loss in Plastic Pipe per 100ft from Table I;50 6,1 7.3555.02 ft per 100ft of pipeFriction Loss =8.660 F. Determine Equivalent Pipe Length from pump discharge to soil dispersal area discharge point. Estimate by adding 25% to supply pipe length for fitting loss. Suppf Pipe Lensth (D.2) X 1.25 = Equivalent Pipe Length 10,065 70 11.4 13.073 85 16.4360450.0ftX 1.25 ft 20.195 G. Calculate Supply Friction Loss by multiplying Friction Loss Per 100ft (Line E) by the Equivalent Pipe Length (Line F) and divide by 100. Supply Friction Loss = 5.02 450.0 ft 22.6ft per 100ft X ft100 H. Total Head requirement is the sum of the Elevation Difference (Line A), the Distribution Head Loss (Line B), Additional Head Loss (Line C), and the Supply Friction Loss (Line G ) 15.0 0 22.6 37.6ftft =ft ft +ft 3. PUMP SELECTION 45.0 37.6A pump must be selected to deliver at least feet of total head.GPM (Line 1 or Line 2) with at least Comments: OSTP Pump Tank Flow EQTank University OF MinnesotaMinnesota Pollution Control Agency DETERMINE TANK CAPACITY AND DIMENSIONS v07.14.15Project ID: 1.3400A. Oes/jn Flow (Design Sum. I A) B. Minimum required pump lank capacity; D. Pump tank description: GPD 3400 Gal 5000 GalC. Recommended pump tank capacity: Time to Gravity MEASURED TANK CAPACITY (existing tanks): 2. A. Rectangle area = Length (L) X Width (W) Widthft^ft X ft Circle area = 3.14r* (3.14 X radius X radius)B. 2 ft^3.14 X ft Length C. Calculate Gallons Per Inch. There are 7.5 gallons per cubic foot. Therefore, multiply the area from 1.A or 1.B, by 7.5 to determine the gallons per foot the tank holds. Then divide that number by 12 to calculate the gallons per inch. ft’ X 7.5 gal/ft’ < 12 in/ft Gallons per inchs D. Calculate Total Tank Volume Depth from bottom of Inlet pipe to tank bottom: Total Tank Volume = Depth from bottom of inlet pipe (Line 4. A) X Callons/Inch (Line 2) Gallons Per Inch = in X 70.1in Gallons MANUFACTURER'S SPECIFIED TANK CAPACITY (when available): Note: Design calculations are based on this specific lank. Substituting a different tank model will change the pump float or timer settings. Contact designer if changes are necessary. 3. A. Tank Manufacturer:Wieser W5000B. Tank Model: 5184C. Capacity from manufacturer;Gallons 70.1D. Gallons per inch from manufacturer:Gallons per inch 72.0E. Liquid depth of tank from manufacturer:inches DETERMINE DOSING VOLUME A. Calculate Volume to Cover Pump (The inlet of the pump must be at least 4 inches from the bottom of the pump tank 6 2 inches of water covering the pump is recommended) (Pump and block height ♦ 2 inches) X Callons Per Inch (2C or 3E) in + 2 inches) X12 70.1 981(Gallons Per Inch GallonsS 5. Minimum Delivered Volume = 4 X Volume of Distribution Piping: - Line 17 of the Pressure Distribution or Line 11 of Non-level 100.0 Gallons (minimum dose) 6. Calculate Maximum Pumpout Volume {25% of Design Flov/) GPD X3400 0.25 850Design Flow:Gallons (maximum dose)s 7. Select a pumpout volume that meets both Items above (Line 4 6 5): 8. Calculate Doses Per Day = Design Flow t Delivered Volume 3400 gpd T 150 gal = 22 9. Calculate Drainback: A. Diameter of Supply Pipe » 150 Gallons Volume of Liquid in PipeDoses Pipe Diameter (inches) Liquid Per Foot (Gallons) 2 inches 756.Length of Supply Pipe = Volume of Liquid Per Lineal Fool of Pipe = Drainback = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe ft X oTito jgal/fl = feet 0.170C.Gallons/ft 0.0451D. 1.25 0.0787512.8 Gallons 0.1101.510. Total Delivered Volume = Dosing Volume plus Drainback gal = 11. Minimum Alarm Volume « Depth of alarm (2 or 3 inches) X gallons per inch of tank gal/in = 0.1702gal +150 12.8 163 Gallons 0.3803 0.6612in X 470.1 140.1 Gallons ( OSTP Pump Tank Flow EQTank University OF MinnesotaMinnesota Pollution Control Agency TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: A. Timer Settings 12. Required Fiow Rate: A. From Design (Line 12 of Pressure, Line 10 of Non-Level or Line 6 of Pump*): B. Or calculated: GPM = Change in Depth (in) x Gallons Per Inch / Time Interval in Minutes in X Odemand Dose0nmer GPM 'Note: This value Is the minimum that the pump MUST deliver and must be adjusted alter installation based on pump calibration. 70.1 gal/in i min =■GPM 13. Flow Rate from Line 12.A or 12.B above. 14. Calculate TIMER ON setting: Total Dosins Volume/GPM GPM 163 gal -r 45.0 15. Calculate TIAtER OFF setting: Minutes Per Day (1440)/Doses Per Day ■ Minutes On 1440 min 3.6 Minutes ONgpm = doses/day - 16. Pump Off Float • Measuring from bottom of tank: 22 3.6 61.Bmin Minutes OFFr Distance to set Pump Oft Fioat==Callons to Cover Pump / Gallons Per Inch: gat -F 17. Alarm Float - Measuring from bottom of tank: Distance to set Alarm Float = Tank Depth(4A) X 90% of Tank Depth in X0.90 = 980.84 70.1 gal/in =14.0 Inches 72 64.8 in B. DEMAND DOSE FLOAT SETTINGS 18. Calculate Fioat Separation Distance using Dosing Volume. Total Dosing Volume /Gallons Per Inch gal F I 19. Measuring from bottom of tank; A. Distance to set Pump Off Float = Pump and block height * 2 inches J Inches B. Distance to set Pump On Floot=Distance to Set Pump-Off Float * Float Separation Distance Inches C. Distance to set Alarm Float - Distance to set Pump-On Float -t Alarm Depth (2-3 inches) Inches gal/in =Inches in = [in + in =[in + in -r in = FLOAT SETTINGS DEMAND DOSING TIMED DOSING _LInches for Dose:in fX.T_ Alarm Depth 64.8 iainAlarm Depth Pump On Pump Off in 3856 Gal 163 GalPump Off 14.0 iifinJ ao 981 Gal I; University OF Minnesota Onsite Sewage Treatment Program Soil Observation Log Client/Address:-^r\r\^•9»c>3'Lt( fca>\ ^Legal Descnption/GPS:Sr.3ViA<. 6L3fc> Soil Parent Material(s}: Till (circle all that apply) Outwash Lacustrine Alluvium Loess Organic Matter Bedrock Back/Side Slopelandscape Position:Summit Shoulder (circle one) __________________ Vegetation: ^obcUc) Weather conditions/TIme of Day: i-^-. 0^ Foot Slope Toe Slope Slope Shape: Soil Survey Map Unit(s): Observation #/Location/Method: Mottle Colorfs) Slope (%): Elevation; Saturated Soil indicator{s} (see back) Rock Matrix Color(s) Depth (In)Texture Redox Klnd{s) Structure Shape Structure Consistence GradeFrag% Grsnolar Weak Moderate Strong Loose Loose Friablei>toyConcentrations Depletions GleyedI0-/0 L-Blocky Prismatic Sogte Gratf> Massive___ Firm 01 Extremely Firm Rigid Granular Weak Moderate Strong Loose Loose Friable Firm Extremely Firm Rigid PlatyConcentrations Depletions Gleyed BJodcy Prismatic5/u Sngle Crain Masrve Granular Weak Moderate Strang Loose Loose FriablePlatyConcentrations Depletions Gleyed Blodcy Prismatic Single Grain Massive Firm Extremely Firm Rigid Granular Weak Moderate Strong Loose loose FriablePlatya 7-30 Concentrations Depletions Gleyed Blocky Prismatic Single Grain Massive Firm ii Extremety Firm Rigid Granular Weak Moderate Strong loose Loose Friable1.PlatyConceitrations Depletions Gleyed 3 “"fJ-.Blodcy Prismatic Sii^e Grain Massive Firm Extremely Firm Rigid Granular Weak Moderate Strong loose Loose Friable*1? ColA 'IA'Y PlatyAConcet)lTat}nnx Depletions Gleyed Blocky Prfematic RrmUExtremely Rrm RigidSingle Grain Massive Comments:inh;ch<^wI (D^F Certified Statement: I hereby certify that I have completed this work in accordance with ail applicable ordinances, rules and laws. U1 (I (signature)(License It) /((( SCWACC "TneATMSNrPr^OCHAMAdditional Soil Observation Logs7Client/ Address;Legal Description/ GPS: Soil parent material(s): (Check all that apply) D Outwash Q Lacustrine □ Loess Q Till O Alluvium O Bedrock O Organic Matter □ Summit □Shoulder Q^ck/Side Slope O Foot Slope □ Toe SlopeLandscape Position: (check one)Slope shape lQ065^Soil survey map unitsVegetation Sloped Elevation: tlirVLlliWeather Conditions/Time of Day;Date □ Auger □Probe 0,Pjtr^Observation #/Location:Observation Type: Rock l-------Structure----------1Matrix Color(s)Mottle Color(s)Depth (in)Texture Redox Kind(s)Indicator(s)Frag.%Shape Grade Consistence "Rfsal6'10 10^ ^13 S^c f 3 5U 7.30-5^ \o^r 54 Comments Observation #/Location:Observation Type: Rock I-------Structure----------1Matrix Color(s)Mottle Color(s)Redox Kind(s)Indicator(s)Depth (in)Texture Frag.%Shape Grade Consistence t-cjPSo*/0-/Z loY loY v/^ 33‘c uiI •sJ Comments SOIL INFORMAITON Map Unit Description: Chapett-Dorset compiex, 6 to 12 percent siopes, eroded—Otter Taii County. Minnesota Otter Tail County, Minnesota 1102C—Chapett-Dorset complex, 6 to 12 percent slopes, eroded Map Unit Setting National map unit symbol: gm66 Elevation: 700 to 2,000 feet Mean annual precipitation: 20 to 28 inches Mean annual air temperature: 37 to 45 degrees F Frost-free period: 90 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Chapett, eroded, and similar soils: 50 percent Dorset and similar soils: 35 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Chapett, Eroded Setting Landform: Hillslopes on moraines Landform position (two-dimensional): Summit, shoulder, backslope Down-slope shape: Convex Across-slope shape: Linear Parent matehal: Loamy glacial till Typical profile Ap-0to9 inches: loam Bt-9to 20 inches: sandy clay loam Bk - 20 to 34 inches: sandy loam C - 34 to 60 inches: sandy loam Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 30 percent Gypsum, maximum in profile: 3 percent Available water storage in profile: High (about 9.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B 10/16/2018 Page 1 of 3 Web Soil Survey National Cooperative Soil Survey US DA Natural Resources Conservation Service Map Unit Description; Chapett-Dorset complex, 6 to 12 percent slopes, eroded—Otter Tall County, Minnesota Forage suitability group: Sloping Upland, Neutral (G102AN002MN) Hydric soil rating: No Description of Dorset Setting Landform: Hillslopes on moraines Landform position (two-dimensional): Summit, shoulder, backslope Down-slope shape: Convex Across-slope shape: Linear Parent material: Loamy mantle over sandy and gravelly outwash deposits Typical profiie Ap-Oto 10 inches: sandy loam Bt-10to Winches: sandy loam 2Bk -18 to 29 inches: gravelly coarse sand 2C - 29 to 60 inches: gravelly coarse sand Properties and qualities Slope: 6 to 12 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): High {2.00 to 6,00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 25 percent Available water storage in profile: Low (about 4.5 inches) interpretive groups Land capability classification (Irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Forage suitability group: Sloping Upland, Low AWC, Neutral (G102AN004MN) Hydric soil rating: No Minor Components Areas with more slope Percent of map unit: 3 percent Hydric soil rating: No Friberg Percent of map unit: 3 percent Landform: Swales Hydric soil rating: Yes Weetown Percent of map unit: 3 percent Hydric soil rating: No 10/16/2018 Page 2 of 3 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey USDA Map Unit Description: Chapett-Dorsel complex. 6 to 12 percent slopes, eroded—Otter Tail County, Minnesota Almora Percent of map unit: 2 percent Hydric soil rating: No Quam Percent of map unit: 2 percent Landform: Depressions Hydric soil rating: Yes Sisseton Percent of map unit: 2 percent Hydric soil rating: No Data Source Information Soil Survey Area: Otter Tail County, Minnesota Survey Area Data: Version 14, Sep 12, 2018 Natural Resources Conservation Service 10/16/2018 Page 3 of 3 Web Soil Survey National Cooperative Soil Survey USD4 *t Aquifer Assessment (MN)—Otter Tail County, Minnesota s 5 I: SS3210 «• issirN 1S26'N A6' 1S26’N 0 30 eo 120 180 Map projection: Web Motator Comer oooctlinatEs: WGS84 Edge tics: UTM Zone 15N WGS84 Natural Resources 10/16/2018Web Soli Survey Conservation Service National Cooperative Soil Survey Page 1 of 4 Aquifer Assessment (MN)—Otter Tail County, Minnesota MAP LEGEND MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:20,000.Area of Interest (AOI) □Area of Interest (AOI) Soils Soli Rating Polygons Sensitive Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. □3 O Not sensitive I I Not rated or not available Soil Rating Lines Sensitive Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Ckjordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area; Otter Tail County, Minnesota Survey Area Data: Version 14, Sep 12, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 25,2014—Mar 13, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident Not sensitive Not rated or not available* Soil Rating Points m Sensitive Not sensitive p Not rated or not available Water Features Streams and Canals Transportation Ralls Interstate Highways US Routes Major Roads Local Roads Background Aertal Photography Web Soil Survey National Cooperative Soil Survey 10/16/2018 Page 2 of4 Natural Resources Conservation Service ySDA Aquifer Assessment (MN)—Otter Tall County, Minnesota Aquifer Assessment (MN) Map unit symbol Map unit name Rating Rating reasons (numeric ------values) Component name (percent) Percent of AOIAcres In AOI __Chapett-Dorset ! Not sensitive J complex, 6 to "'■'7 12 percent j—' "" (Slopes, eroded! [1102C iChapett, eroded :„..t^(50%)------------- 61.6%0.9 1113 Haslle, Seelyevllle, and Cathro soils, frequently ponded, 0 to 1 percent slopes Sensitive Haslle, frequently ponded (31%) Organic soil (1.00) 38.4%0.6 Seelyevllle, frequently ponded (29%) Organic soil (1.00) Cathro. frequently ponded (25%) Organic soil (1.00) Nidaros, frequently ponded (5%) Sand and rock (1.00) Organic soil (1.00) Totals for Area of Interest 100.0%1.5 Rating Percent of AOIAcres in AOI Sensitive 38.4%0.6 |•Ndtsensitiw^ ---------- Totals for Area of Interest 61.6%’~ 0.9 1.5 100.0% 10/16/2018 Page 3 of 4 USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Aquifer Assessment (MN)—Otter Tail County. Minnesota Description The Aquifer Assessment interpretation uses soil properties as a proxy to predict the presence of a sensitive surficial aquifer. Soil properties considered include the texture in the bottom horizon, the presence of bedrock, and the classification of organic soils (Histosols). The Aquifer Assessment interpretation is associated with the "desktop" evaluation of large individual sewage treatment systems to predict aquifer vulnerability and the potential risk of nitrogen impacting the aquifer. Regulatory requirements for large individual sewage treatment systems (flow greater than 2,500 gallons per day) are found In Minnesota Rule Chapter 7080. The ratings are both verbal and numerical. Soils are assigned to rating classes based on their degree of risk. These classes are "not sensitive" (rating index of 0.00) and "sensitive" (rating index of 1.00). The components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen. An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as the one shown for the map unit. The percent composition of each component in a particular map unit is given to help the user better understand the extent to which the rating applies to the map unit. Other components with different ratings may occur in each map unit. The ratings for all components, regardless the aggregated rating of the map unit, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Rating Options Aggregation Method: Dominant Component Component Percent Cutoff: None Specified Tie-break Ruie: Higher 10/16/2018 Page 4 of 4 Web Soil Survey National Cooperative Soil Survey gSDA Natural Resources Conservation Service WATER METER DATA Water Consumption Date Usage Usage Avg. Ocpy. /Person #DIV/0!Total Gallons24-May 1038 782 153887 #DIV/0!25-May 751 816 Total Occupancy 6054 30 Average GPD/Person26-May 906 815 30 25.41906 34 Average GPD/Person 39 during peak season 27-May 1017 30907 25GPD/ Person 28-May 1174 927 30 29-May 887 30 30962 30-May 1227 30977 41 31-May 968 1011 30 32 Longterm GPP average 1494.049 1232 Peak 7 gpd average1-Jun 1021 30 1900.71441 2-Jun 670 1047 36 19 3-Jun 1407 1008 41 34 4-Jun 1642 1065 41 40 5-Jun 1206 1146 41 29 6-Jun 1190 1177 41 29 7-Jun 1359 1200 41 33 8-Jun 1306 12017 41 32 10249-Jun 1246 47 22 10-Jun 1490 1211 52 29 11-Jun 1822 1258 52 35 12-Jun 1952 521330 38 13-Jun 1775 1414 52 34 14-Jun 1734 1465 52 33 15-Jun 1327 521498 26 16-Jun 1038 1490 55 19 17-Jun 1045 1424 57 18 18-Jun 1511 1385 57 27 19-Jun 1410 1412 57 25 20-Jun 1390 1405 57 24 21-Jun 1685 57 301425 22-Jun 1435 1457 57 25 23-Jun 1215 1473 65 19 24-Jun 1343 1437 73 18 25-Jun 1686 1442 73 23 26-Jun 1746 75 231480 27-Jun 1883 75 251549 28-Jun 2139 1603 2975 29-Jun 1832 1693 73 25 122830-Jun 1715 79 16 1-Jul 2014 84 241675 2-Jul 2031 1736 84 24 3-Jul 2143 1787 84 26 4-Jul 2053 1856 84 24 5-Jul 1940 88 221901 6-Jul 1896 1922 84 23 7-Jul 1193 1931 78 15 8-Jul 1870 1859 72 26 9-Jul 1638 1856 83 20 10-Jul 1830 1838 74 25 11-Jul 1770 1855 74 24 12-Jul 1817 1875 75 24 13-Jul 1891 1889 75 25 14-Jul 1519 1904 72 21 15-Jul 1722 1844 70 25 16-Jul 2776 1853 68 41 on 17-Jul 1844 1988 68 27 18-Jul 1774 1970 68 26 19-Jul 1996 1946 72 28 20-Jul 2006 1947 72 28 21-Jul 1299 1970 72 18 22-Jul 1765 1872 78 23 23-Jul 1821 1871 78 23 24-Jul 2020 1858 78 26 25-Jul 1816 1875 74 25 26-Jul 1668 1862 74 23 27-Jul 1672 1859 74 23 28-Jul 1675 1855 71 24 29-Jul 1859 1825 65 29 30-Jul 1615 1825 65 25 31-Jul 1793 1793 59 30 1785 601-Aug 1464 24 2-Aug 17341475 60 25 3-Aug 1552 1710 60 26 1085 1675 624-Aug 18 988 988 645-Aug 15 power surge 18336-Aug 988 68 27 7-Aug 1420 682036 30 8-Aug 2005 1623 68 29 9-Aug 1924 1723 68 28 10-Aug 1895 1746 68 28 11-Aug 1457 1779 62 24 12-Aug 1703 651545 24 13-Aug 2059 1704 67 31 167114-Aug 73 0 lightning outage 15-Aug 1800 199 67 27 16-Aug 1059 691693 25 1292 6717-Aug 1849 28 1062 1467 6118-Aug 17 19-Aug 1331 1407 55 24 20-Aug 14031394 55 25 21-Aug 1467 1421 55 27 22-Aug 1553 1439 57 27 1549 146923-Aug 57 27 24-Aug 1357 1492 2457 25-Aug 613 1476 42 15 26-Aug 649 1358 22 30 27-Aug 671 1265 22 31 28-Aug 559 1179 22 25 29-Aug 535 1098 22 24 30-Aug 645 1022 25 26 97031-Aug 733 57 13 1-Sep 1724 961 59 29 2-Sep 10811896 59 32 3-Sep 1073 1207 59 18 6054 25 Total Average 153887 Total DECEMBER 2015Minnesota by INFILTRATORIn accordance with Ch 7083, Minnesota Pollution Control Agency has reviewed and registered the following EZflow products for use in trenches, beds, at-grades and mounds per technical requirements in Chapter 7080 and 7081. PRODUCT 1202H/202H-GEO 1203H/1203H-GEO 0701A/0701A-GEO Installation Instructions for EZflow Systems in MinnesotaSIZING 2.0sf/lf 3.0sf/lf TRENCH WIDTH 24" width 36” width ‘EZflow 0701A and 0701A-GEO may be used to create the outside rows of a bed, mound or at-grade system. Doing so adds 1 sf/lf to the system sizing. Any site where EZflow products are installed must meet the design, construction and Installation requirements and Location & Isolation distances as noted in rules, Chapter 7080.0170. An area of suitable soil must be available to Install a subsurface sew age treatment system. 8. The top of each 1202H-GEO and 1203H-GEO bundle contains a filter fabric pre-manufactured in between the netting and aggregate. The fabric Is inserted to prevent soil Intrusion. The installer shall make sure that the fabric Is on top and is In contact with the fabric contained In the adjacent bundle before backfilling. The span of fabric at each sidewall shall not exceed 180 degree reach (i.e. 9 o'clock to 3 o’clock). 9. Effluent supply pipe from septic tank or drop box will be connected to the pipe bundle in each trench or inserted Into the pipe. 10. A vertical Inspection port at least 4-Inches in diameter shall be Installed at the distal end of every trench. The inspection port should be located between a pipe-containing bundle and an adjacent aggregate-only-bundle. For easy installation, the inspection port can be vertically placed onto the trench bottom prior to the placement of the pipe-bundle and aggregate-only- bundle bundle. 11. The inspection pipe must be located at an end opposite from where the sewage tank effluent enters the medium. The inspection pipe must have 3/8" or larger perforations spaced vertically no more than 6” apart. 12. EZflow EPS bundles are flexible and can fit in curved trenches as necessary to avoid trees, boulders, or other obstacles. 13. The EZflow EPS Aggregate bundles not containing GEO must be covered with 36" to 48” wide non-woven geotextIle or other approved barrier materials. The two outside bundles shall not be covered past the 3 or 9 o'clock position at risk of clogging sidewail areas. 14. The trenches or seepage beds shall be backfilled and crowned above finished grade to allow for settling. The top six inches of soil shall have the same texture as the adjacent soil. 15. A vegetative cover shall be established over the soil treatment system and shall be protected until the cover is established. The vegetative cover shall not interfere with the hydraulic performance of the system and shall provide adequate frost and erosion protection. Materials & Equipment Needed • EZflow Bundles • Pipe for Header and Inlet • Laser, Transit or Level • EZflow Internal Pipe Couplers • Backhoe • Shovel & Rake Installation Instructions The Instructions for Installation of EZflow products are given below. This product must be Incorporated into a design and Installed in accordance with Chapter 7080,2200 - 7080.2350 as well as the local units of government current ordinance requirements. In cases where linear footage required is not In multiples of 10, installer may (a) reduce the product to needed length and refasten netting to the pipe or, (b) use an additional 5 or 10 feet of product to exceed the required trench length. 1. Prior to installing the EZflow system, stake or mark with paint the location of trenches and lines. Be careful to set correct tank, invert pipe, header line or drop box and trench bottom elevations before installation of pipe bundles. 2. Excavation into absorption area Is only allowed when soli moisture content is at or less than the plastic limit. 3. Excavate trench to permitted depth. Once the trench is excavated, it shall not be exposed to rainfall prior to placement of the final backfill. 4. The bottom and sides of the soil treatment system to the top of the distribution medium shaii be excavated in such a manner as to expose the original soil structure in an un-smeared and un compacted condition. 5. Remove plastic EZflow shipping wrap prior to placing bundles in trench(es). Remove any plastic wrap in the trench before the system is covered. 6. Piace EZflow bundlefs) in the EZflow configuration approved by system design permit specified for the particuiar site. The bundles containing pipe are joined end-to-end with an internai pipe coupler. Aggregate-only-bundles shall be butted against the other aggregate-only-bundles and do not require any type of mechanical connection. 7. The distribution pipes for gravity and pressure distribution must be laid level along contour. Repeat steps 1 thru 15 for each required trench. Contact Infiltrator’s Technical Services Department for assistance at 1-800-221-4436 PRODUCTS - APPROVED IN MINNESOTA EZflow 1202H/1202H-GEO and 1204S/1204S-GEO /--ESTABLISH // VEGETATIVE COVERTypical (not to scale) \ ■NATIVE BACKFILL 12” MIN. COVER OR PER CODE NATIVE BACKFILL 12” MIN. COVER- OR PER CODE r,.ESTABLISH VEGETATIVE COVER FILTER FABRIC \ . . / \r 4" PERFORATED I FILTER FABRIC T~-i —12” EZffow BUNDLE (TYP.) 12">— 4” PERFORATED PIPEri %i\ 1 -12" EZflow BUNDLE (TYP.)24" MIN. --- TRENCH —....-WIDTH 24" MIN. " TRENCH WIDTH mm EZflow 1203H/1203H-GEO and 1206H/1206H-GEO Typical (not to scale)NATIVE BACKFILL 12" MIN. COVER OR PER CODE ESTABLISH VEGETATIVE COVER ““\/ \/i .-FILTER FABRICNATIVE BACKFILL 12" MIN, COVER OR PER CODE ESTABLISH VEGETATIVE COVER ■\ .* 1( ^ FILTER FABRIC (within bundle) ii 4" PERFORATED PIPEI <1 V" 24" BUNDLE (TYP.) .<■ I rf f1 '12"i-<.y IA — 4" PERFORATED.x.r V ^__>PIPE 12" EZflow BUNDLE (TYP.)36" MIN. TRENCH WIDTH 36" MIN. TRENCH WIDTH ■n EZflow 0701A/0701A-GEO Typical (not to scale) EZflow 0701A/0701A-GEO can only be used to extend the width of beds, mounds and at-grade systems. EZflow 0701A/0701A-GEO cannot be used In trench applications. 7" EZflow BUNDLE (TYP.) Contact Infiltrator’s Technical Services Department for assistance at 1-800-221-4436 SYSTEM SIZING-TRENCH TABLE 1: Trench sizing for Classification I dwellings' and effluent treatment level C EZflow 1203H bundles. Sizing credit per trench foot = 3 sf/lf. Total Required TlrenchiehgtlTl^ . Soil Loading Rate (gpd/sf)®3 bedrooms2 bedrooms 5 bedrooms4 bedrooms 167841.20 125 209 193 2571290.78 321 0.68 148 295221 368 0.60 250167 334 417 0.52 193 289 481385 3000.50 200 400 500 0.45 223 334 445 556 0.42 358239 477 596 NOTES: 1. Sizing for Classification II and III dwelling shall use design flows in Table IV of Section 7080.1860. 2. Soil loading rates and corresponding soil texture groups are based on Table IX of Section 7080.2150. 3. Bundles are produced In S' and 10’ lengths. Installer may round trench length to next 5' or 10' length or cut the last section of the product using Infiltrator's protocol for cutting EZflow bundles to achieve the specified trench length. TABLE 2; Trench sizing for Classification I dwellings' and effluent treatment level C EZflow 1203H double stacked bundles at 34% bottom reduction’. Sizing credit per trench foot = 4,55 sf/lf. TotalJ^equIred T^nch Length (ft) Soil Loading Rate (gpd/^’2 bedrooms S bedrooms3 bedrobms 4 bedrooms 76’1.20 83 110 138 85 1270.78 212170 0.68 97 146 194 243 2751100.60 165 220 3170.62 127 191 254 2641320.50 198 330 2200.45 147 294 367 3933140.42 157 236 NOTES: 1. Sizing for Classification II and III dwelling shall use design flows In Table IV of Section 7080.1860. 2. Soil loading rates and corresponding soil texture groups are based bn Table IX of Section 7080.2150. 3. As allowed under Section 7080.2210, Subpart 3(B), a bottom area reduction of 34% has been Included in the trench sizing calculation. The 34% bottom area reduc tion is only applicable to Infiltrator’s 1203H when double stacked, 4. Minimum trench length required by Infiltrator. 5. Bundies are produced in 5' and 10’ lengths. Installer may round trench length to next 5' or 10' length or cut the last section of the product using Infiltrator's protocol for cutting EZflow bundles to achieve the specified trench length. Gontact Infiltrator’s Techriical Seryices Department for assistance at 1-800-221-4436 SYSTEM CONFIGURATIONS The area of the sewage treatment system shall not be used for vehicular traffic, parking, or underground utilities, to include water lines. Dozers, trucks, and other heavy vehicles shall not be allowed to run over the septic tank, field lines or other parts of the system. Sod or seed the drainfietd area for erosion control, frost prevention and nutrient up take as may be required by Permit or local policy. On both at-grade and bed systems, one bundle of 0701A/0701A-GEO can be added as the outside row on both sides to acheive an additional 1 sf/lf area credit. Configurations shown below are examples only and are not intended to limit the use of other configurations. EZfiow 1203/1203H-GEO and 0701A/0701 A-GEO At-Grade Configuration Typical (not to scale) 4” PERFORATED DISTRIBUTION PIPE WITH PLUGS ON EACH SIDE 12 " MINIMUM BACKFILL 12" EZfiow BUNDLE (TYP.) SCH 40 PVC PRESSURE PIPE 4" INSPECTION PORT (ONLY ONE PRESSURE LINE REQUIRED) PRE-INSTALLED GEOTEXTILE TEZ now BUNDLE (TYP.) i7!1 ' ..j—jSCARIFIED AREA J I PER 7080.2350 TABLE XIi iLIMITING ZONE 2.I The 1203H At-Grade System may be used in an At-Grade system with the three cylindrical bundles placed in rows next to each other. (See drawing). The 1203H configuration Is replicated to gain the approved At-Grade sizing. This configuration is Installed at foot for foot with a conventional gravel At-Grade system. EZfiow 1203/1203H>GEO and 0701A/0701A-GEO Bed Configuration Typical (not to scale) MOUND BACKFILL TO ALLOW FOR DRAINAGE AND SETTLEMENT .— 4- perforated DISTRIBUTION PIPE WITH PLUGS ON EACH END I\ 4" INSPECTION PORT ORIGINAL GRADE—12-MIN. SOIL BACKFILL 12” EZflotv BUNDLE (TYP.) —r EZffovv BUNDLE (TYP.) PER 7080.2350 TABLE XI LIMITINGJONE The 1203H System may be used in a bed system with the three cylindrical bundles placed in rows next to each other. (See drawing). The 1203H con figuration is replicated to gain the approved bed sizing. This configuration is installed at foot/foot with a conventional gravel bed system. NOTES: 1. Both EZfiow configurations with and without “GEO" must be covered with an external non-oven geotextile fabric in at-grade applications. 2. In at-grade systems, the use of pressure distribution must comply with 7080.2230, Subp. 3, C. At-grades located on sites sloping 1% or greater require only one distribution pipe located on the upslope edge of the distribution media. Contact Infiltrator’s Technical Services Department for assistance at 1-800-221-4436 SYSTEM CONFIGURATIONS Typical Mound Layouts Containing EZflow 1203H/1203-GEO and 0701 A/0701A-GEO Minnesota 3 Bedroom Mound System Typical (not to scale) 4" PERFORATED DISTRIBUTION PIPE WITH PLUGS ON EACH END ■ 4" INSPECTION PORTSCH 40 PVC WITH HOLES EQUALLY SPACED .12" EZflow BUNDLE (TYP.) MIN. 10;1 SLOPEAPPROVED FILL MATERIAL- APPROVED COVER MATERIAL \ ^ 3 MIN, -<V 1 - PER 7080.2350 V SCARIFIED AREATABLE XI LIMITING ZONE o 7080 Sizing for a Distribution Cell (or a 3 Bedroom Residence; 150 GPO per Bedroom x 3 Bedroom = 450 GPD 450GPD+1.2 GPO/SF = 375SF Sizing (or the Same Mound with EZflow Product; 9’x40' = 360SqFt 1’x10’=.10SqFt 1’x10’ = 10SqR Total Square Footage = 380 Sq Ft 10'10L 10'10' 10'10' 1'X10'oM201A1'X 10'of 1201A NOTE; 1. Both EZflov/ configurations with and without "GEO" must be covered with an external non-oven geotextIle fabric in mound applications. cv . ■? . ' Y , Minnesota 4 Bedroom Mound System Typical (not to scale) 4" PERFORATED DISTRIBUTION PIPE WITH _ PLUGS ON EACH END \ 4” INSPECTION PORTSCH 40 PVC WITH HOLES /’ EQUALLY SPACED 12- EZnow BUNDLE (TYP.) ^MIN, 10:1 SLOPE I rfI\APPROVED FILL MATERIAL-7" EZnow BUNDLE (TYP.) APPROVED COVER MATERIAL :'.’V PER 7080,2350 v SCARIFIED AREA TABLE XI LIMITING ZONE•5' 7080 Sizing (or a Distribution Cell (or a 4 Bedroom Residence; 150 GPD per Bedroom x 4 Bedroom = 600 GPD 600 6PDt1.2GPD/SF = 600 SF Sizing (or the Same Mound with EZflow Product: 10’ X 50’ = 500 Sq Ft 10'10'10' 10' 10' I 3 I IEZnow1203H/. t 1203H-GEO : Bundles V EZflow)• 0701 A/0701 A-GEO■4 i: / BundiesX 1 ?/ Total Square Footage = 500 Sq Ft NOTE: 1. Both EZflow configurations with and without “GEO" must be covered with an external non-oven geotextile fabric in mound applications. Contact Infiltrator’s Technical Services Department for assistance at 1-800-221-4436 SYSTEM CONFIGURATIONS Minnesota 5 Bedroom Mound System Typical (not to scale) DISTRIBUTION PIPE WITH PLUGS ON EACH END 4" INSPECTION PORTSCH 40 PVC WITH HOLES EQUALLY SPACED 12" EZflow BUNDLE (TYP.) MIN. 10:1 SLOPE1APPROVED FILL MATERIAL -i APPROVED COVER MATERIAL- \ X,^QS &O-*- K A■sf. ; -------------------9’......PER 7080.2350 TABLE XI - SCARIFIED AREA LIMITING ZONE ^1 Iff10'Iff 10'Iff 10'Iff 7080 Sizing for a Distribution Cell for a S Bedroom Residence: 150 QPD per Bedroom x 5 Bedroom = 760 GPO 750QPD + 1.2 GPD/SF = 625 SF Sizing for the Same Mound with EZflow Product: 9’X 70’= 630 SqFt Total Square Footage = 830 Sq Ft NOTE: 1. Both EZflow configurations with and without “GEO" must be covered with an external non-oven geotextile fabric In mound applications. EZflow Inspection As required by state or local regulations, be sure to obtain proper installation inspection and authorization from the local government prior to covering the system. Septic tank, drop box, trench bottom, grade, depth, and cover shall be in accordance with state rules and regulations unless othenwise specified. Maintenance Per Chapter 7080, the owner shall regularly have his system assessed, but In no case, less frequently than every three years. Contact Infiltrator’s Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com The top of configurations with the suffix "GEO” contain a filter fabric pra-manufactured In between the netting and aggregate. The fabric Is Inserted to prevent soil inlnrslon. The Installer shall make sure that the fabric is on top and is in coniact with the fabric contained In the adjacent cylinder before backfilling. If not utilizing a GEO product, installer should use untreated building paper. Other banier material may be used as approved by the state’s DEC and manufacturer.____________________INFILTRATOR* water technologies ISO 9001 Registered. U.S. Patents; 4.759,66J; 5,017.041; 5.156.488; 5,336,017; 5,401,116; 5.401.459; 5.611.903; 5,716,163; 5.588,778; 5.839.844 Canadian Patents: 1,329,959; 2.004.564 Other patents pending. Infiltrator. Equallior, Qulck4, and Sidewinder are registered trademarks of Infiltrator V/ater Technologies. Infiltrator Is a registered trademark In Franco. Infiltrator Water Technologies Is a registered trademark In Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MuUiPort, PosiLock, QuickCut, QuickPlay, SnapLock and Str^ghtLock are trademarks of Infiltrator Water Technologies. PolyLok Is a trademark of Polylok, Inc. TUF-TITE Is a registered trademark of TUF-TITE. INC. Ultra-Rib is a trademark of IPEX Irvc. © 2015 Infiltrator Water Technologies. All rights reserved. Printed in U.S.A.EZ231215 Contact Infiltrator Systems’ Technical Services Department for assistance at 1-800-221-4436 Minnesota Pollution Control Agency 520 Lafayette Road North | St. Paul, Minnesota 55155-4194 | 651-296-6300 800-657-3864 | Use your preferred relay service | lnfo.pca@$tate.tnn.us | Equal Opportunity Employer March 2, 2016 Mr. Dennis F. Hallahan, P.E. Infiltrator Water Technologies 4 Business Park Road P.O. Box 768 OldSaybrook, CT 06475 RE: Product Registration Renewal #2 - Notice of Proprietary Distribution Product Listing Proprietary Distribution Product - Gravelless Distribution Media Infiltrator Water Technologies LLC. EZflow 0701A, 0701A-GEO, 1202H, 1202H-GEO, 1203H and 1203H-GEO 2016-005 Description: Manufacturer: Product Name: Model Numbers: Product File No: TM Dear Mr. Hallahan: Thank you for your application for product renewal dated November 18, 2015, and for product submittal dated May 20, 2015, for Infiltrator Water Technologies EZflow products. This product is a geosynthetic bundled expanded polystyrene aggregate, which includes the following model numbers: 0701A, 0701A-GEO, 1202H, 1202H-GEO, 1203H and 1203H-GEO. The EZflow models 0701A-GEO, 1202H- GEO and 1203H-GEO are manufactured with a pre-inserted geotextile fabric beneath the netting that spans across the top 180 degrees of each cylinder. In accordance with Minnesota Rules Chapter 7080 through 7083, the Minnesota Pollution Control Agency (MPCA) has reviewed Infiltrator Water Technologies submitted materials for proprietary distribution product registration. Based on the submitted documentation, the MPCA finds that the EZflow products are eligible to be registered and meet the requirements for proprietary distribution product registration. As such, the EZflow configurations are registered for use in trench, seepage bed, at-grade and mound applications, in accordance with Minnesota Rules Chapter 7080.2200 through 7080.2350 and the manufacturer's installation requirements. Gravity and pressure distribution requirements, as described in Minnesota Rules Chapter 7080.2050, shall be met. Table 1 lists registered EZflow configurations and dimensions as presented in the application submittal, dated September 18, 2009, and related documentation, as well as subsequent modification requests. The EZflow cylinders are either 7 or 12 inches in diameter (± Vi-inch) and are 5 or 10 feet long (± 2 inches). The product nomenclature or naming depicts the diameter, the number of bundles and orientation of the product; for example, the model 1203H consists of three 12 inch diameter bundles in a horizontal configuration. Models with the suffix 'GEO' in the name are manufactured with a pre inserted geotextile beneath the netting and spanning across the top 180 degrees (± 15 degrees) of each cylinder. wq-wwists4-64a Mr. Dennis Hallahan Page 2 March 2, 2016 EZflow configurations that do not contain the suffix "GEO" in the name must be covered with a non- woven geotextile fabric once installed. Geotextile placed on top of the product shall not cover more than the top half of any bundle, thus allowing the bottom half of each bundle to provide direct interface with the receiving soil. Table 1. EZflow Configurations and Dimensions* Sidewall Height Infiltrative Height Below Inlet Invert (inches) Product Dimensions (Width X Length x Height) _______(inches)_______Model N/A0701Aand 0701A-6EO**7 X 120 X 7 1202H and 1202H-GEO 24 X 120x12 6 1203H and 1203H-GEO 636x120x12 1202H and 1202H-GEO (double stacked)__________________24x120x24 18 1203H and 1203H-GEO (double stacked)__________________36x 120x24 18 * The EZflow products are available in 5-ft and 10-ft lengths; the bundles are positioned horizontally in the soil treatment and dispersal component, as per the 'Installation Instructions for EZflow Systems in Minnesota.' ** The 5-ft and 10-ft lengths of EZflow 0701A and 0701A-GEO may only be used to create the outside rows of the distribution cell. Subject to this determination, the referenced EZflow configurations will be placed on the List of Registered Subsurface Sewage Treatment System (SSTS) Proprietary Distribution Media Products at the sizing recommended by the Technical Advisory Panel (TAP) on September 24, 2009 and June 18, 2015, and reflected in this letter of registration. The product information listed in this Notice of Proprietary Product Listing will be maintained on the MPCA website and may not be altered by the manufacturer without permission from the MPCA. Soil absorption areas using Infiltrator EZflow bundles may be sized based on the sizing charts included in this Notice of Proprietary Distribution Product Listing, or may be sized larger at the direction of local regulatory authorities. Product drawings contained in the manufacturer's manual provide information on the open bottom area for each product listed in Table 1. The following design applications for trenches, seepage beds, at-grades and mounds are based on the Registered Sizing as recommended by the Technical Advisory Panel. Trench Applications For trench applications, the following shall be the basis for establishing equivalency for nominal EZflow bundles width to trench width: • Two 12-inch-wide EZflow bundles (1202H and 1202H-GEO) are equivalent to a 24-inch-wide trench using drain field rock • Three 12-inch-wide EZflow bundles (1203H and 1203H-GEO) are equivalent to a 36-inch-wide trench using drain field rock Mr. Dennis Hallahan Page 3 March 2, 2016 New construction or replacement systems where trench designs are specified, may utilize the EZflow bundles in accordance with Table 2. Trenches must be no more than 36 inches wide. All excavations wider than 36 inches shall be considered a seepage bed. When EZflow bundles are double stacked in trenches utilizing the 34 percent bottom area reduction, they shall be installed to utilize the full height of the 18 inch high sidewall for absorption area. Backfilling along the EZflow bundle's sidewall absorption area shall be done in a manner that: (1) maintains the ability of the soil to adequately infiltrate and disperse wastewater and (2) prevents the intrusion of soil into the bundles through the sidewall. Backfill material type and method of placement shall be done as specified by the manufacturer in the installation manual. Table 2. Trench Sizing* Dimensions (Width X Length x Height) ____ (inches) ___Sizing in TrenchesModel 1202H and 1202H-6EO 24x 120x 12 EZflow trench length at 1:1 ratio with drainfield rock trench length1203H and 1203H-GEO 36x 120x 12 1202H and 1202H-GEO (double stacked)**________________24 x 120x 24 34 percent bottom area reduction for 18 inches of sidewall height 1203H and 1203H-GEO (double stacked)**________________36 X 120 X 24 * The EZflow products are available in 5-ft and 10-ft lengths; the bundles are positioned horizontally in the soil treatment and dispersal component, as per the 'Installation Instructions for EZflow Systems in Minnesota.' ** In trench applications, the products can be double stacked and provide up to 18 inches of sidewall absorption area; in this application, a 34 percent bottom area reduction for the 18-inch sidewall height is allowed; the geotextile fabric is placed only on the uppermost surface of the EZflow bundles. Vertical inspection pipes must be properly installed in the distribution medium of all trenches as per Minnesota Rules Chapter 7080.2210, subp. 4 (B). The inspection pipe must be located at the end opposite from where the effluent enters the distribution medium. The manufacturer's installation instructions for trench systems shall illustrate this requirement. Seepage Bed Applications Seepage bed designs shall be sized based on bottom area only with no additional credit given to sidewall. When a seepage bed is specified with a design width of less than or equal to 12 feet, gravity distribution may be utilized. Seepage bed designs greater than 12 feet and up to 25 feet in width shall require pressure distribution. Table 3 provides EZflow configurations for seepage bed applications using the Registered Sizing. Backfilling along the EZflow bundle's sidewall absorption area shall be done in a manner that prevents the intrusion of soil into the bundles through the sidewall. Backfill material type and method of placement shall be.done as specified by the manufacturer in the installation manual. Mr. Dennis Hallahan Page 4 March 1, 2016 Vertical inspection pipes must be properly installed in the distribution medium of all seepage bed systems as per Minnesota Rules Chapter 7080.2210, subp. 4 (B). The inspection pipe must be located at the end opposite from where the effluent enters the medium. The manufacturer's installation instructions for seepage bed systems shall illustrate these requirements. One inspection pipe per seepage bed is sufficient; it is not necessary to install an inspection pipe in each run of EZflow bundles. Table 3. Seepage Bed Sizing* Nominal Dimensions (Width X Length x Height) _______(inches)_______ Number of EZflow Bundles Spanning Bed Width Bed Design Width** ______(feet)______EZ Flow Bundles 42 4 8 126 168 2010 1202H and 1202H-GEO 24 X 120 X 12 2412 2 6 3 9 4 12 5 15 6 18 7 21 1203H and 1203H-GEO 36x120x 12 8 24 * The EZflow products are available in 5-ft and 10-ft lengths; the bundles are positioned horizontally in the soil treatment and dispersal component, as per the 'Installation Instructions for EZflow Systems in Minnesota.' ** EZflow 0701A and 0701A-GEO may be used to create the outside rows of the bed. Doing so adds 1 foot of bed design width to the system. At-Grade Applications EZflow bundles are registered for use in at-grade systems on both flat sites and on sloping sites. At- grade designs shall be sized based on bottom area only with no additional reduction given to sidewall. At-grades should be long and narrow, with individual contour loading rates ranging between two and eight gallons per lineal foot per day. Proper scarification of the absorption area is required before EZflow products are installed in at-grade systems. The maximum allowable width for at-grade distribution media beds is 15 feet. Table 4 provides EZflow configurations when utilized in at-grade systems applications using the Registered Sizing. The bundles are installed side by side, without gaps between bundles; the 4-inch internal pipes are connected by internal coupling devices which allow continuous flow from section to section of the EZflow bundles. The EZflow Manual shall illustrate proper installation requirements. Mr. Dennis Hallahan Page 5 March 2, 2016 Backfilling along the EZflow bundles shall be done in a manner that prevents the intrusion of soil into the bundles through the sidewall. EZflow bundles may be staked to the ground surface to prevent shifting during backfilling. The required backfill material includes six inches of sandy cover material over the product, extending at least five (5) feet beyond the ends of the product, and six inches of topsoil. The backfill material shall be properly sloped to divert surface water away from the system. The method of soil placement over the at-grade shall be done as specified by the manufacturer in the installation manual. Table 4. At-Grade Sizing* At-Grade Design Distribution Media Width** _____(feet)_____ Nominal Dimensions (Width X Length x Height) _______(inches)_______ Number of EZflow Bundles Spanning At- Grade WidthModel 42 63 84 24 X 120 X 12 105 126 1202H and 1202HGEO 147 31 62 9336 X 120x12 124 1203H and 1203HGEO 5 15 * The EZflow products are available in 5-ft and 10-ft lengths; the bundles are positioned horizontally in the soil treatment and dispersal component, as per the 'Installation Instructions for EZflow Systems in Minnesota.' ** EZflow 0701A and 0701A-GEO may be used to create the outside rows of the at-grade distribution media. Doing so adds 1 foot of bed design width to the system. All at-grade systems using EZflow products (both with and without pre-inserted geotextile fabric) must be covered with an external non-woven geotextile fabric. The external geotextile fabric placed on top of the EZflow product shall not cover more than the top half of any EZflow bundle; this allows the bottom half of each bundle to provide direct interface with the receiving soil. One vertical inspection pipe must be properly installed along the down slope portion of at-grade absorption beds as per Minnesota Rules Chapter 7080.2230, subp. 3 (G). The manufacturer's installation instructions for at-grades shall illustrate this requirement. Mound Applications Mound designs shall be sized based on bottom area only with no additional reduction given to sidewall. Mounds should be long and narrow, with contour loading rates ranging between one and twelve gallons per lineal foot per day. The maximum allowable width for mound distribution media beds is ten feet. Mr. Dennis Hallahan Page 6 March 2, 2016 Tables provides EZflow bundle configurations when utilized in mound applications using the Registered Sizing. The EZflow bundles are installed side by side, without gaps between bundles; the 4-inch internal pipes are connected by internal coupling devices which allows for pressure laterals to be inserted from section to section of EZflow bundles. In all mound installations, the area around the EZflow bundles shall be filled with clean sand up to the top of the bundle height. The manufacturer's installation manual shall provide a detailed drawing showing this installation requirement. Table 5. Mound Sizing'*' Nominal Dimensions (Width X Length x Height) _____(inches)_____ Mound Distribution Media Width** _____(feet)______ Number of EZflow Bundles Spanning Mound WidthModel 42 63 84 1202Hand 1202HGEO 1024 X 120 X 12 5 31 62 1203H and 1203HGEO 36x 120x 12 93 * The EZflow products are available in 5-ft and 10-ft lengths; the bundles are positioned horizontally in the soil treatment and dispersal component, as per the 'Installation Instructions for EZflow Systems in Minnesota.' ** EZflow 0701A and 0701A-GEO may be used to create the outside rows of the mound distribution media. Doing so adds 1 foot of bed design width to the system. Backfilling along the EZflow bundles shall be done in a manner that prevents the intrusion of soil into the bundles through the sidewall. Backfill material type and method of placement shall be done as specified by the manufacturer in the installation manual. All mound systems using EZflow products (both with and without pre-inserted geotextile fabric) must be covered with an external non-woven geotextile fabric. The external geotextile fabric placed on top of the EZflow product shall not cover more than the top half of any EZflow bundle; this allows the bottom half of each bundle to provide direct interface with the receiving mound sand. One vertical inspection pipe must be properly installed at the end of each mound, terminating at the mound sand and EZflow bundle interface, per Minnesota Rules Chapter 7080.2220, subp. 3 (0). The manufacturer's installation instructions for mounds shall illustrate this requirement. General Requirements The registration of products in Minnesota is contingent upon compliance with the following conditions: 1. The manufacturer shall have readily accessible information, specific to a product's registered use in Minnesota, for designers, installers, regulators, system owners and service providers for the Mr. Dennis Hallahan Page 7 March 1, 2016 following items: a) product manual; b) design instructions; c) installation instructions; d) information regarding operation and maintenance; e) homeowner instructions; and f) list of manufacturer- certified service providers, if any, as required by Minnesota Rules Chapter 7083.4040 (H). Distribution of sewage by means of gravity and pressure are permissible, in accordance with Minnesota Rules Chapter 7080.2050 and the manufacturer's installation requirements. The distribution of effluent shall be done in a manner that does not scour or excessively pit the soil's infiltrative surface or cause sealing from fines at the soil's infiltrative surface. 2. Soil loading rates shall be as specified in Minnesota Rules Chapter 7080.2150, subp.3. Tables IX and IXa and in Minnesota Rules Chapter 7080.2350, subp. 3. Tables XII and Xlla. 3. The minimum depth of soil cover, including six inches of topsoil borrow, over EZflow bundles that are used in trenches, seepage beds, at-grades and mounds is 12 inches. 4. Any excavation into the absorption area must be in a manner that maintains soil structure in an un smeared and un-compacted condition. Excavation and placement of EZflow bundles are allowed when: 1) the soil moisture is less than the plastic limit and 2) the soil is not frozen or freezing per Minnesota Rules 7080.2150, subp. 3 (G). 5. Placement of EZflow bundles shall be performed in a manner that minimizes soil compaction due to foot traffic related to the installation of the products. 6. EZflow bundles shall be durable and resist deformation to retain the shape of the bundles and to withstand system installation backfilling, corrosion, and loss of the aggregate under its intended use. 7. Training shall be provided to practitioners in the proper application and use of the EZflow bundle products registered for use in Minnesota. 8. The manufacturer will ensure that the requirements for EZflow products contained in the Recommended Standards and Guidance for Proprietary Distribution Media Products are followed. 9. During the period of product registration and as part of the renewal process, systems using registered distribution products are subject to an audit established by the MPCA. 10. Please be advised that this registration expires on December 31, 2018. Manufacturers desiring to continue product registration beyond this date must obtain MPCA renewal according to the requirements in Minnesota Rules 7083.4080, subp. 5. If the MPCA finds the product has changed in any way that may affect performance, it may not be renewed and must meet the requirements for initial registration. The MPCA is in no way endorsing these products or any advertising, and is not responsible for any situation which may result from its use or misuse. The MPCA is not liable for any product failure and these statements are not intended and cannot be relied upon to establish any substantive or procedural rights with the state of Minnesota or the MPCA, either express or implied, that can be enforced in litigation or any administrative proceeding. Mr. Dennis Hallahan Page 8 March 2, 2016 If you have any question, please contact Aaron S. Jensen at 651-757-2544 or by email at Aaron.S.Jensen@state.mn.us. Sincerely, Aaron S. Jensen SSTS Coordinator SSTS Section Municipal Division AJ;wgp cc: File •CTION RESULTSSEWAGE TREATMENT SYSTEM PERMIT INSPI HOLDING SEPTIC TANK TRENCH REDUCTIONKtMnhBOimt Ant) J. A ^ FT CATEGORY £>oS(i\Rock trenches with inchesIS'OOO _Gl^ FT Capacity GLS.-9- FT of sidewall for %Setback from Nearest Well reduction / equivalent to fpSetback from Buried Water Suction Pipe FT FT FT Setback from Buried Pipe Distributing Water Under Pressure STA CALCULATION (Soil Treatnmt Ana) i _Ft. X FP 2jooFTFT FT FT^ FT 1^0LOO^Setback from OHWL (lake &/or river)2J>0FT Ft. Setback from Bluff FT FT FT ^ FTSetback from Dwelling ^OOFTFT MOUND / AT-GRADE ROCK BEDSetback from Non-Dwelling FT FT FT t-■I-/O 0S'OSetback from Nearest Property Line FT FT FT Ft. X Ft f k~■h-100Setback from Right-of-Way FT 160 FT/O 6 FT Ft* Elevation above Restrictive Layer FT FT FT SAND IN MOUNDINSTALLERS COMMENTS ^ af Holding Tank / Lift Alarm [B'^ES □ NO SEPTIC TANK(S) it Tanks InstalledOld System Pumped & Destroyed □ YES □ NO Weep Moles ijJjLiS-e.r'Manuf.Number of Uterals it ^ ^ J Lateral Pipe Size \IN *i-$'ODOModel it3Perforation Spacing Perforation Diameter Size IN Gallons Per Minute Feet of Total Head I FILTERS □ NOPUMPS ^ol^foc iotJscez-f/o*? Jljifc oJLq^c wv ^ p U,vv>^ ^ Inspector's Comments: tSketch: M 2*1 \ 1^. the above described sewage system installation oLftd to be compliant with the provisions of the SanitationD9 Wh 1^ / L a R Otfidali~ As of was fo Code of Otter Tail County. /O'30 Date Tkne 1 Land S Resource Management Offlciat Form No. BK 04-2014-06 357.243 • Vidor LundMii Co.. Prtntmrm • e.H. ,r*' SHORELAND MANAGEMENT — COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 • Fergus Falls, MN 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM White — Oftice Yellow — Inspector Pink — Owner Permit No.LEGAL DESCRIPTION Parcel Number AND RD // 133 l^j±kihMLLOCATION TWP NameLake Classif.Sec.TWP RangeLake No.Lake Name IDENTIFICATION: Please Print All Information. Mailing Address — No Street, City and State ________ No. __Tel. No.InitialLast Name First ^ /i ypl\)OWNER SEWAGE SYSTEM INSTALLER This System will be ready for inspection on.. 19. This space for office use only 19 M Date Rec'd Time Rec'd Phone Call Rec'd By NUMBER OF BEDROOMS:ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA:7SEPTIC TANK SEEPAGE PIT DRAIN FIELD oO\^-Sq. Ft/Capacity sn Ft.Ft.Distance from nearest well Ft.Ft.Ft.Distance from lake or stream /O Ft.Ft.Distance from occupied building Ft. iO FlDistance from property line Ft.Ft Ft\Distance from bottom to Water Table AH distances are shortest distance between nearest points RESQRD OF TESTS: Inspection wi ide on 19 , Time M By PERCOLATION TEST DATA:Hrst Test , Rate Date of Second Test 19 , Rate 1st Test Taken By + 2nd Testest 2 Rate2nd Test Taken By The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work in strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that the job is ready for inspection. I understand that I have been granted a sewage system site permit in accordance with the requirements of the Shoreland Management Ordinance of Otter Taii County, i understand i must contact my township in order to determine whether or not any addi tional permits are required by the township for my proposed project. Permit: condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all resp>£ts to orjii This permit may be revoked at any time upon violation of any said ordinance. NOTE: Permit void if work is not commenced within six (6) months. Agreement: Signature Permission is hereby granted to the above named applicant to perform the work described in the aboy/statement. This permit is granted upon express Ssol Oiler fail LiHirrtvqminnesota. S-/0 - ^ / Comments: fj Issued Date: Shoreland Management Office Fee $ :to drrvo (TlAJi^y/ Form No. MKL-032085 237,443 — Victor Lundeen Co., Printers, Fergus Falls, Minnesota IIP >W-P»4» 11 V ^ % *SHORELAND MANAGEMENT — COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 • Fergus Falls, MN 56537 APPLICATION FOF^ PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM White —Otiice Yellow — Inspector Pink — Owner M- -//- aa7/-ao;^ctr Permit No..LEGAL DESCRIPTION Parcel Number AND dc) Uxtki.'u(t(.5l-q^9 fiJJrMMMj KD // 733LOCATION Lake No.Lake Name Lake Classif.Sec.TWP NameTWPRange IDENTIFICATION: Please Print All Information. Mailing Address — No. Street, City and State_____________Last Name First Initial Zip No.Tel. No... A/ /'f.r f\J /' LJOWNER SEWAGE SYSTEM INSTALLER This System will be ready for inspection on., 19. This space for office use only 19 M Date Rec'd Time Rec'd Phone Call Rec'd By NUMBER OF BEDROOMS:ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: 1SEPTIC TANK SEEPAGE PIT \/DRAIN FIELD /5 OQg\s.Capacity Sq. Ft/Ft XFt.Ft.Ft.Distance from nearest well (li/j tDistance from, lake or stream Ft.Ft.Ft X/O Ft.Distance from occupied building Ft.Ft /O Ft..^Distance from property line Ft.Ft■ A/Distance from bottom to Water Table Ft. AH distances are shortest distance between nearest points ( REGQRD OF TESTS: Inspection ide on 19 , Time M By PERCOLATION TEST DATA:First Test , Rate Date of Second Test 19 Rate 1st Test Taken By + 2nd Testest 22nd Test Taken By Rate Agreement: The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work in strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn- Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that the job is ready for inspection. I understand that I have been granted a sewage system site permit in accordance with the requirements of the Shoreland Management Ordinance of Otter Tail County. I understand I must contact my township in order to determine whether or not any addi tional permits are required by the township for my proposed project. Permit: esota Signature Permission is hereby granted to the above named applicant to perform the work described in the above^ condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all respqefs to ordina This permit may be revoked at any time upon violation of any said ordinance. NOTE: Permit void if work is not commenced within six (6) months. atement. This permit is granted upon express nces-ofOtter Tart Minnesota. / /O ' !h ,.,1 /, —-/Issued Date: ^K>re/an(/ Managemenf Gtfice Fee $Rec # a:'6to iltrto tdlAJiComments: C‘.a ^ /. .3 •CU J Form No. MKL-032085 237.443 — Victor Lundeen Co., Printers, Fergus Falls. Minnesota I I -•?.•4 INSPECTION RESULTS Inspector must make all measurements SEWAGE DISPOSAL SYSTEM STATISTICS SEPTIC TANK SEEPAGE PIT DRAIN FIELDCATEGORYActualShould Be Actual Should Be Actual Should Be Capacity GIs.GIs.SF SF SF S F /OODistance from Nearest Well F F F F FF I4VDistance from Lake or Stream F F F F F F I Distance from Occupied Building F F F F F F t'toDistance from Property Line F F F F F F {Distance from Bottom to Water Table 3 3FF F F F F !)■< V IS y <; Vt.lv> ?Inspector’s Comments:I . • : 4 IS*2 < I 'V Sj'- t \'li SO-o I VI m A> 4" *‘ S M 0 4-xv»P/rw.. • ' 3'- IS-t9llDate of Inspection / /■/ DOTime of Inspection M Signafu/ioTfl^ector INTERPRETATION OF ABBREVIATIONS GIs = Gallons SF =• Square Feet F = Linear Feet Job me MKL - 0320*5 - Badwr Agency; . -J- J* « A* ■ tH • * ; V . >• h GRID PLOT PLAN SKETCHING FORM — (Must Be To Scale) feet/inches' Scale: Each grid equais 1 :T Dated:19 Signature Please sketch your lot indicating setbacks from road right-of-way, iake and sideyard for each buiiding currentiy on lot and any proposed structures.; i--4 -I- c ; ) I ;i: i I uJ A5 I w (S): c. ^0?AB 1 1 ;■r 1 ; I- jSoa St3- t PERCOLATION TEST DATA LAND AND RESOURCE MANAGEMENT Otter Tail County Fergus Falls, MN 56537 OWNER: FIRST MIDDLE TELEPHONE NUMBER ADDRESS: LjqKc, STR7RT CITY STATE ZIP CODE CJrjherAi 1 RANGE TWP. NAMELAKE/RIVER NO.LAKE NAME SEC.TWP. LEGAL DESCRIPTION: PARCEL NUMBER NVMBER/BEDROOMSFIRE NUMBER — TWO TESTS ARE REQUIRED — TEST HOLE NO. I TEST HOLE NO. 2 Depth To Bollom of Hole inches: Diameter of Hole inches Depth To Bottom of Hole inches;Diameter of Hole inches Date 19 Soil TextureDepth. Inches Date 19 Soil TextureDepth, Inches Percolation Test By _ Firm Name _____ Percolation Test By____ Firm Name ____ Address Address Otter Tail County” License No. _ Otter Tail County License No. PERC TEST # 1 PERC TEST # 2 PfTERVALfVQNlJrBS^ WATER DROP PERC RATEWAITO DEPTH TIMETIME INTERVAL 0>CNI/TSSy WATER PgFTH WATER DROP PERC RATESTARTSTART TllJUf’ ^ DROP <»fekc r 'time * t)ROT» PERCTIMEINTERVAL IMPniTBa WATER DEPTH WATER PROP PERC RATE TIME PERC RATEINTERVAL fMINUTBS)WATER DEPTH WiPERDROP REFILL REFILL T T 'lIMU * DROP I^BRC *fp^B DROP INTERVAL fMINUTBS)WATER PROP PERC RATEWATER E)EPTHTIME TIME INTERVAL IMINUTBSI WATER DEPTH WATER DROP PERC RATE REFILL REFILL 4 TIME ^ PROP PERCDROP PERC INTERVAL fMPWJTBSI WATER DEPTH W/qERI«OP PERC RATE TIME INTERVAL rMINinESI WATER DEPTH WATER DROP PERC RATHREFILLREFILL 4 T TTOH” bROP PERC TtMH bkop PERC INTERVAL fMINUTESI WATER DEPTH WATER DROP PERC RATE TIMETIME INTERVAL (MlNinESI WATER DEPTH WATER DROP PERC RATEREFILLREFILL 4 4 ’ITRE“ DROP ^ERC TiiAE DROP ^toc INTERVAL IMINIITESI WATER PROP PERC RATEWATER DEPTH TIME INTERVAL (MINUTES)TIME WATER DEPTH WATER PROP PERC RATEREFILLREFILL 4 4 TIME DROP Perc 'ITMt' DROP I^ERC INTERVAL (MINUTBS)WATER PROP PERC RATETIMEWATER DEPTH TIME INTERVAL (MINUTES)WATER DEPTH WATER l»OP PERC RATE REFILL REFILL i-T TIMM" DROP i*ERC TIMM DROP INTERVl^ (MINUTES)WATER DROP PERC RATE TIMETIME WATER DEPTH INTERVAL (MINUTES)WATER DEPTH WATER PROP PERC RATEREFILLREFILL T TlMB“ • DROP PERC Time Drop perc COMMENTS/CALCULA TIONS; .•y. MKL — 0390 - 005 250,615 — Victor Lundeen Co., Printers, Fergus Falls. Minnesota i r SHORELAND MANAGEMENT — COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 • Fergus Falls, MN 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM White — Office Yellow — Inspector Pink — Owner Permit No.LEGAL DESCRIPTION Parcel Number AND QO C// 6 (/II OZ,LOCATION TWP NameLake Classif.Sac.TWP RangeLake No.Lake Name IDENTIFICATION: Please Print All Information. Mailing Address — No. Street, City and State Tel. No.Zip No.InitialLast Name First i>f=>rrc£. mr/Beriq^c-f/OWNER 7 )^a r\ <SSEWAGEsystem INSTALLER Name, This System will be ready for inspection on., 19. This space for office use only 19 .M Date Rec'd Time Rec'd Phone Call Rec'd By I 61 NJNUMBER OF BEDROOMS;ESTIMATED COST:1 1SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD Sg/Ft.2/xxd GIs.Capacity Ft. ZSOFt.Ft.Ft.Distance from nearest well Ft.Ft.Distance from lake or stream Ft. /O Ft.Ft.Distance from occupied building Ft. 7 \7CO: Distance from property line Ft.Ft,Ft. 7 / Ft.Ft.Distance from bottom to Water Table Ft. Ail distances are shortest distance between nearest points PERCOLATION TEST DATA:Date of First Test Date of Second Tested , Rate, 19 19 , Rate 1st Test Taken By Fifst^st + 2nd Test 2 Rate2nd Test Taken By The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein spiecified. agreeing to do all such work inAgreement; strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that the job is ready for inspection. I understand that I have been granted a sewage system site permit in accordance with the requirements of the Shoreland Management Ordinance of Otter Tail County. I understand I must contact my township in order to determine whether or not any addi tional permits are required by the township for my proposed project.Signature Permission is hereby granted to the above named applicant to perform the work described in the above statement. This permit is granted upon express condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all respects to ordinances of Otter Tail County Minnesota. This permit may be revoked at any time upon violation of any said ordinance. NOTE: Permit void if work is not commenced within six (6) months. Permit: 9-Issued Date; Land & Resource Mani^ment Office Fee $Rec # Comments: 7.- Form No. MKL 082090 253.056 — Victor Lundeen Co., Printers, Fergus Falls, Minnesota SHORELAND MANAGEMENT — COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 • Fergus Falls, MN 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM oKmKa — Office y^iow — Inspector Pink — Owner \A \ %;^7 i g^0 7riPermit No.oooLEGAL Se/=>c(4 StScie-T % DESCRIPTIONt Parcel Number AND [;Q 0 O / / /-A g r o f /II OZ.I.LOCATION Lake Classif.Sec.TWP NameLake No. Lake Name TWP Range IDENTIFICATION: Please Print All Information. Mailing Address — No. Street, City and State Zip No.Tel. No.InitialLast Name First br^TTce- mr/~E>onn''^ Be^oH ££^o^T~ ^ V- _______ sTcr/sOWNERT 7SEWAGE SYSTEM INSTALLER C Xg >-\Name. y- //7/ /9>>9This System will be ready for inspection on.. 19 ; This space for office use only ^ ,.1L / ■f'/O Date Rec'd Time Rec'd Phone Call Rec'd By NUMBER OF BEDROOMS:ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD !Sq/Ft.^ ft.ZCXIKD GIs.Capacity i SO iFt.Ft.Ft.Distance from nearest well iFt.Distance from lak® or stream Ft.Ft. /ODistance from occupied building Ft.Ft.Ft. 7 7 \foDistance from property line Ft.Ft.Ft. /7 Distance from bottom to Water Table Ft.Ft.Ft. AH distances are shortest distance between nearest points I 3:;3 PERCOLATION TEST DATA:Date of First Test 19 Rate IDate of Second 19...Rate 1»t Test Taken By ■1First Test + 2nd Test i42Rate2nd Test Taken By The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work inAgreement: strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the p>ermit to notify the County Shoreland Management that the job is ready for inspection. I understand that I have been granted a sewage system site permit in accordance with the requirements of the Shoreland Management Ordinance of Otter Tail County. I understand I must contact my township In order to determine whether or not any addi tional permits are required by the township for my proposed project.Signature Permission is hereby granted to the above named applicant to perform the work described in the above statement. This permit is granted upon express condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all respects to ordinances of Otter Tail County Minnesota. This permit may be revoked at any time upon violation of any said ordinance. NOTE: Permit void if work is not commenced within six (6) months. Permit:■j / Vw-\9- Lari3~& Resource Office Issued Date: Fee $Rec #I Comments: : Form No. MKL 062090 253.056 — Victor Lundeen Co., Printers. Fergus Falls, Minnes<Ma i‘ 4 /• •V INSPECTION RESULTS *Inspector must make all measurements i J ^ ‘ SEWAGE DISPOSAL SYSTEM STATISTICS SEPTIC TANK SEEPAGE PIT DRAIN FIELDCATEGORYActualShould Be Actual Should Be Should BeActual I -/660 - I ~ ‘S'ooCapacity GIs.GIs.S F S F SF S F /aaDistance from Nearest Well F F F F F F Distance from Lake or Stream F F F F F F r Distance from Occupied Building F F F F F F / /oDistance from Property Line F FF F F F Distance from Bottom to Water Table 3 3FFFFF F Inspector’s Comments: __________________________ i ~ ^SOq Wo<jVc~Up V-Q Co.i>\C/L J. I y 1 Vui— laoQ +0 Ps.V\f-o.'v'V. 192_^T— io~Date of Inspection. Time of Inspection M I I T Signature of /nspecforINTERPRETATION OF ABBREVIATIONS GIs s Gallons SF = Square Feet F = Linear Feet Job Title MKL - 03208S - Backer Agency ■ \- • •..» •4 jb: , .4..* - 1 . i a-ia'1W o \ 3q p'/ 0(7^1 9 ^nv> I I I I ^ 15 (( \lA^ ^3 0 w-C. V 0 D -V *'^ O ------r. o < ! I I I »»»I ! »»f »ft ft ft ; * >» I. >r^At»v) "'Tojg-; I Ai?r\ 9 ft ft ft ft ft ft ft ft Lfivdft I Ift /ft ft i >\ \ ft ft >» \><3 VI ft ft V ft V V i \ !I:! OTTER TAIL COUNTY DEPARTMENT OF PUBLIC HEALTH SUB OFFICE 222 2nd AVENUE S.E. PERHAM, MINNESOTA 56573 218-346-3175 MAIN OFFICE OTTER TAIL COUNTY COURTHOUSE FERGUS FALLS, MINNESOTA 56537 218-739-2271 June 14, 1991 Land & ResourceTO: Doug Johnson—FROM: RE: Bonnie Beach Drainfield Due to the seasonal use of the resort cabins a reduction in the size of drainfield needed to service the resort is allowed. The 5 cabins may be added to the existing system without exceeding the requirements of the MPCA Statutes 7080. DJ/sd ? 1991 5'-/0-fl o y\ SHORELAND MANAGEMENT - COUNTY OF OTTER TAIL COUNTY COURT HOUSE Fergus Falls, Mn. 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM W :'te — Office V low Pl».. — Owner' Card — Owner Inspector Phone 218-739-2271 Permit No.LEGAL 9Date DESCRIPTION tLou- AND Kh OQ^rtA 2y\fnjQ TWP Name SL-Ji 3>g / / /Cj'cXLOCATION TWPLake Classif.Sec.RangeLake No.Lake Name IDENTIFICATION; Please Print All Information. Tel. No.Mailling Address —No. Street, City and State Zip No.InitialFirstLast NameO-^gXjLTl€./0>0 £_iOWNER Sgrt:/^ /Nrvh> j/7l/h lO P ijSEWAGE SYSTEM INSTALLER T CName. 1 This System will be ready for inspection , 19.on. This space for office use only 19 .M Date Rec'd Time Rec'd Phone Call Rec'd By Owner or Agent Signature 30NUMBER OF BEDROOMS;ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD A c^5r-577 Sq. Ft.GIs.Sq.Capacity yl)Ft.Ft.Ft.Distance from nearest well 1a Ft. Ft.Ft.Distance from lake or stream rOnDistance from occupied building Ft. Ft.Ft. Distance from property line Ft.Ft.Ft. 4Ft.Ft.Ft.Distance from bottom to Water Table AH distances are shortest distance between nearest points RECORD OF TESTS: Inspection was made on 19 , Time M By PERCOLATION TEST DATA: /?us>s niAAfb^) 1st Test Taken By Date of First Test , 19 , Rate Date of Second Test.19 , Rate First Test -I- 2nd Test 2 Rate2nd Test Taken By The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work inAgreement; strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that the job is ready for inspection. (Call or use attached mailer notice.) 9-/5'-/^Dated Signature Permit; condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all respects to ordinances of Otter Tail County Minnesota. This permit may be revoked at any time upon violation of any said ordinance. NOTE; Permit void if work is not commenced within six (6) months. Permission is hereby granted to the above named applicant to perform the work described in the above statement. This permit is granted upon express 9'- ' -cfy Issued Date;9 ^ Shoreland Management Office Q-.ClwP SCo (^*0 6-^_^.r.Fee $Surcharge $ ^ -Comments:. z*x ^ A ' r> Form No. MKL 0771-003 Victoe LUaOECM 4 CO.. »*llir(*t. ffaSUS riii.LI. HIHN 158906 SHORELAND MANAGEMENT - COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 - Fergus Falls, Mn. 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM W te - Office V low Pii.. — Owo®r’ Card Inspector Owner ('> Permit No.,LEGAL Date DESCRIPTION P.rIor;'L'i ! '-■/~t* ~AND LOCATION t TWP NameLake No. Lake Name Lake Classif.Sec.TWP Range IDENTIFICATION: Please Print All Information. Zip No.Tel. No.Mailling Address —No. Street, City and StateLast Name First Initial OWNER / SEWAGE SYSTEM INSTALLER Name, This System will be ready for inspection , 19.on. This space for office use only 19 M Date Rac'd Time Rac'd Owner or Agent SignaturePhone Call Rac'd By NUMBER OF BEDROOMS;ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD GIs.Sq. Ft.Sq. Ft.Capacity Ft.Ft.Ft.Distance from nearest well Ft.Ft.Distance from lake or stream Ft. Distance from occupied building Ft.Ft.Ft. Distance from property line Ft.Ft.Ft. Distance from bottom to Water Table Ft.Ft.Ft. AH distances are shortest distance between nearest points RECORD OF TESTS: Inspection was made on ,, 19 , Time ,JV1 By PERCOLATION TEST DATA:Date of First Test , 19 r Rate Date of Second Test 19 , Rate 1st Test Taken By First Test -I- 2nd Test 22nd Test Taken By Rate The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work inAgreement; strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that the job is ready for inspection. (Call or use attached mailer notice.) Dated Signature Is hereby granted to the above named applicant toper?Srm the work described in the above statement. This permit is granted upon express condition that the person to whom it is granted, and his agents, employealfeWworkmen shall conform in all respects to ordinances of Otter Tail County Minnesota. This permit may be revoked at any time upon violation of any said omifespce. NOTE: Permit void if work is not commenced within six (6) montl^O^ Permit:Permission ''--v.--fr.J-Issued Date: Shoreland Management Office Fee $Surcharge $ 9< L(V'r -v-a'. J /;Comments:.; r L.. r ,1 c. -'■‘i i !\r■; 't’.1\ ;r-r> y' Form No. MKL-0771-003 VICTOt LVMOCCH 4 M . PKIHTfM. FCNSul raLLt HINN.158906 ■ fINSPECTION RESULTS Inspector must make all measurements SEWAGE DISPOSAL SYSTEM STATISTICS SEEPAGE PITSEPTIC TANK DRAIN FIELDCATEGORYActualShould be Actual Should be Actual Should be \/GIs,Capacity GIs.S F SF S F V F£0Distance from Nearest Well F R ! F 50F F 7S ISDistance from Lake or Stream F F F F f' 10 F \o JIC FDistance from Occupied Building 10 20FF F la FDistance from Property Line 10 10FF F Distance from Bottom to Water Table 4 4FFFF F Inspector's Comments: 'yzri g --------ICi * X -y/z' -7 19_t^Date of Inspection a a A MTime of Inspection, Signature of InspectorINTERPRETATION OF ABBREVIATIONS GIs » Gallons SF « Square Feet =“ Linear Feet y Job TitleF Agency MKL-077 l^OOS-Backer 9 » 13 . o K- • •V Cl LD oLiJ f\J Oi o oCJ CD o. a. in oLU <\J ct: CD O CJ> 3oa. <4 CL r— in oLU <\J nso CD CJ> CD n. CL •rr m oLU OJ cr:o oCJ>«I CD CL. K)Cl ^—t in olu <\l CK O oCJ 2CD o. SHORELAISID MANAGEMENT - COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 - Fergus Falls, Mn. 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM W to - Office V low — Inspettor Owner Owner Pli.. Card /9/JPermit No. 4LEGAL Date DESCRIPTION AND C / lli #P h // /Sa.LOCATION Lake No.Lake Name Lake Classif.Sec.TWP TWP NameRange IDENTIFICATION: Please Print All Information. Zip No.Tel. No.First M InitialR ( C HxLlrJl Mailling Address —No, Street, City and StateLast Name /OWNER INSIST /c? . r looSEWAGE SYSTEM INSTALLER Name.a This System will be ready for inspection on., 19. This space for office use only .19 .M Date Rec'd Time Rec'd Phone Call Rec'd By Owner or Agent Signa.ture NUMBER OF BEDROOMS: ^ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD Sq. Ft.GIs.Sq. Ft.Capacity ^6 Ft.Ft.Distance from nearest well I VzjuJp^Y5sSoFt.Ft.Distance from lake or stream Ft. C^OJjlFt.Distance from occupied building Ft.Ft. JO/6Distance from property line Ft.Ft.Ft. 7Ft^Ft.Distance from bottom to Water Table Ft. AH distances are shortest distance between nearest points RECORD OF TESTS: Inspection was made on 19 , Time .A/I By PERCOLATION TEST DATA:Date of First Test , 19 Rate ....1st Test Date of Second Test 19 Rate n By .=2.:...,7 "2.....4..1First Test....... + 2nd Test Rate2nd Test Taken By Agreement: strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage OTgposaI Code Minimum Standards set forth by Minn- esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted here^th and whi/^hare approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be^vered unt>kn has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that th^ob is re The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work in for inspectiorr. (Call or use attached mailer notice.) Dated Signature\r‘ Permit:Permission is hereby granted to the above named applicant to perform the work described in the above statement. This permit is granted upon express condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all respects to ordinang^s of Otter Tail County Minnesota. This permit may be revoked at any time upon violation of any said ordinance. NOTE: Permit void if work is not commenced within six (6) months. 4'^^ -Shoreland Management Office \ Issued Date: Fee $Surcharge $ Comments:.f Form No. MKL-0771-003 vicraa lwodcen 4 c* . paintta*. rea«us fM.La. wiaa 158906 r SHORELAND MANAGEMENT - COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 - Fergus Falls, Mn. 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM W :te'— Offica V low — Inspector Ph.. Card Owner Owner Permit No..LEGAL Date DESCRIPTION AND LOCATION Lake No.Lake Name Lake Classif.Sec.TWP Range TWP Name IDENTIFICATION; Please Print All Information. Last Name InitialFirst Mailling Address —No. Street, City and State Zip No.Tel. No. OWNER SEWAGE SYSTEM INSTALLER Name, This System will be ready for inspection on.rOQi, 19 This space for office use only 13 /K'Ob Date Rec'd Time Rec'd Phone Call Rec'd By Owner or Agent Signature NUMBER OF BEDROOMS:ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD GIs.Capacity Sq. Ft.Sq. Ft. Ft.Ft.Ft.Distance from nearest well Ft.Distance from lake or stream Ft.Ft. Ft.Distance from occupied building Ft.Ft. Distance from property line Ft.Ft.Ft. Ft.Distance from bottom to Water Table Ft.Ft. AH distances are shortest distance between nearest points RECORD OF TESTS: Inspection was made on 19 , Time JVI By PERCOLATION TEST DATA:Date of First Test ,, 19 , Rate Date of Second Test 19 , Rate 1st Test Taken By First Test -I- 2nd Test —22nd Test Taken By Rate The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work inAgreement: strict accordance with ordinances of the County of Otter Tail, Minnesota and Minnesota Individual Sewage Disposal Code Minimum Standards set forth by Minn esota Department of Health. Applicant agrees that plot plan, sketches and specifications submitted herewith and which are approved by Shoreland Management Offi cial shall become a part of the permit. Applicant further agrees that no part of the system shall be covered until it has been inspected and accepted. It shall be the responsibility of the applicant for the permit to notify the County Shoreland Management that the job is ready for inspection. (Call or use attached mailer notice.) Dated Signature Permission is hereby granted to the above named applicant to perform the work described in the above statement. This permit is granted upon express condition that the person to whom it is granted, and his agents, employees and workmen shall conform in all respects to ordinances of Otter Tail County Minnesota. This permit may be revoked at any time upon violation of any said ordinance. NOTE: Permit void if work is not commenced within six 16) months. Permit: Management Office Issued Date: C -re ^Fee $Surcharge $ pv ■3 Comments:. ■ oe' Form No. MKL-0771-003 1158906 viCToa LUNCiiN 8 CO.. paiHTtm. rt««ui falli. INSPECTION RESULTS Inspector must make all measurements SEWAGE DISPOSAL SYSTEM STATISTICS SEEPAGE PITSEPTIC TANK DRAIN FIELDCATEGORY Actual Should be Actual Should be Actual Should be 3‘StS^S FCapcicity9aoGIs. GIs.S F S F S F SODistance from Nearest Well 75FF 50FF F F^6 'To FDistance from Lake or Stream F F F 5?> proDistance from Occupied Building 10 2020FFFF FI Distance from Property Line }0 20__F101 10FFFF F FDistance from Bottom to Water Table 4 4FFFF F Inspector's Comments: ,19J^Date of Inspection, 2- I 3 ^ ^ MTime of Inspection, signature of InspectorINTERPRETATION OF ABBREVIATIONS GIs = Gallons SF » Square Feet » Linear Feet Job TitleF Agency MKL-0771*003> Backer % PERCOLATION TEST DATA Price $1.00 per pad. SHORELAND MANAGEMENT OTTER TAIL COUNTY Fergus Falls, Minnesota 56537 Ph. No.Owner:Mailing Address: Last Name Middle St. & No.City State Zip No.Legal Description: LAKE OR RIVER NO.NAME SEC.TWP.RANGE TWP NAME /e. TEST HOLE NO. 2TEST HOLE NO. 1 Depth to Bottom of Hole (/_____Depth To Bottom of Hole,inches; Diameter of Holeinches;Diameter of Hole Jnchesinches 19c^*7 i9^y^Depth, Inches Soil Texture Depth, Inches Soil Texture Date (U Percolatj Test Bvi Percola/it Test B\/ . Firm Name.QC F irm Name.DaLU^--7 cc 111Address.OC Address < COOtter Tail County License No.,Otter Tail County License No,.H coLUMeasurement, Inches Depth In Water Level, Inches I-Measurement, I nches Depth in Water Level, Inches Time Remarks Time Remarks o ^5^,?r if T±l^ Y 7>3¥ r-/<fT^yJ V-. 7L£jk. JL3J. ~7.d7 H d3^ ^ _ // 35^ 3^>r SJ7-A PaT^. /. ^9-'.azjL-C0^ *- 5^" 2:k n7-^ 7,.r>-U X3i-k MKL-0871-028 See Booklet, "How to Run a Percolation Test" by Agriculture Ext Service, Un. of Minn. PERCOLATION TEST DATA Price $ 1.00 per pad. SHORELAIMD MANAGEMENT OTTER TAIL COUNTY Fergus Falls, Minnesota 56537 Mailing Address: Ph. No.Owner: / Last Name Firsts Middle St. & No.City Zip N(StajteLegal Description:id'^HJf ^7. ■ RANGELAKE OR RIVER NO.NAME SEC.TWP.TWP NAME 'A <$■') TEST HOLE NO. 2TEST HOLE NO. 1 7//Depth To Bottom of Hole Depth to Bottom of Hole inches; Diameter of HoleInches;Diameter of Hole jnchesinches LDepth, Inches Soil Texture Depth. Inches Soil Texture Zl 19 ^/A"’- i.-f .ly ate/d// 9 '7 ■‘•j /f-7 Percolation Test By____/ C .‘.T /////Q ;111^ ' • J % (%.Firm Name.OC FirmNameJIJ//iL TO /aLU cc rITl.IllAddressCC AddressIV<?Z/f COOtter Tail County License No.Otter Tall County License No.I-f </)UiMeasurement, Inches Depth In Water Level, Inches I-Measurement, I nches______ Depth in Water Level, inches Time Remarks Time Remarks o4^" ^ O'A/ .00 U-TLT 0 y§ 21'' 3l"tjuZS-i 7r.,r AiA 3&-/ '/pe i'i F A te.T9_yy/-QJ9 ^ ti ^ U 7fuudl y-yiy <.c'7 y. o 0 y 1p a 94'''-f n ■. C"^ 4- r LDZ-'I ?79y (d. 'r-y.- 09 ■'A■ i ££TSZfTA■atl /KA.&'AT ■' K .A’ K Jf K.-U Pfi •' .7-/ 4 / 1' /7 11<\ / V c; y '■/ V/>1 '7 tZNZL1£a > A OY-b j. o r N /6 -V'^MKL-087I-0: See Booklet, "How to Run a Percolation Test" by Agriculture Ext. Service, Un. of MinriiA