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Home My WebLink AboutRose Ridge Resort_32000170128003_Septic System Permits_Department of LAND AND RESOURCE MANAGEMENT OTTER TAIL COUNTY Government Services Center - 540 West Fir Fergus Falls, MN 56537 PH: 218-998-8095 Otter Tail County’s Website: www.co.otter-tail.mn.us 05/07/2014 Michael Kitchenmaster 34568 County Highway 4 FrazeeMN 56544 8962 RE: Primary Owner: Michael Kitchenmaster Sewage Treatment System Servicing Tax Parcel Number: 32000170128003 Sec 17 Twp Hobart Township Sect-17 Twp-137 Range-040 9.30 AC PT GL 1 & 2 COM ME CORNER #66. Described as: Lake: 56-360 Rose As of 11/01/2012 the sewage treatment system (Sewage Treatment Installation Permit # 22094 servicing your property was determined to be in compliance with the provisions of the Sanitation Code of Otter Tail County for Rose Ridge Resort. If you have any questions regarding this matter, please contact our office. Sincerely^ Scott Ellingson Inspector APPLICATION FOR PERMIT TO INSTALL SEWAGE TREATMENT SYSTEM LAND & RESOURCE MANAGEMENT, OTTER TAIL COUNTY (218-998-8095) GOVERNMENT SERVICES CENTER, 540 WEST FIR, FERGUS FALLS, MN 56537 www.co.otter-tail.mn.us ii QIC//-/-'2. II- I- IZ okLWHITE - Office YELLOW - L & R Inspector PINK - Owner / Contractor (after issue) u/t( *>/'^.^5 r Permit No. ‘^'yQC^L.j«#APPLICATION MUST BE COMPLETED IN ORDER TO BE PROCESSED RANGE TWP NAMELAKE/RIVER CLASS SECTION TWP NO.LAKE NUMBER LAKE/RIVER NAME )/ 'ICO E-911 ADDRESS OR DIRECTIONS FROM NEAREST PUBLIC ROADPARCEL NUMBER (S) OF PROPERTY BEING SERVICED \( ' / '/ — - r-'i LEGAL DESCRIPTION >-f ftL I f C>L A u Daytime Phone No.Initial Mailing AddressFirstLast Name Property Owner K.' I ( It ,i y'' V' .A.A O ■i r^ i }/ /> /~/7i /7____ f^rA Tf e /t7 h i Contractor Lie.# ■i9^\\\:)i P S ^// THIS SPACE FOR OFFICE USE ONLY p/f , the year of 'P'~> !at>■ This System will be ready for inspection on /f /' 4 ^ P.M.7 O o L & R OfficialTime ReceivedDate Received SEWAGE TREATMENT SYSTEM DESIGN DATA AS SHOWN ON DRAWING TYPE OF NSTALLATION (circle one) Other Est. (E) New (F) Replacement CollectorResidential (A) New (B) Replacement (C) New (D) Replacement Soil Treatment Area LiftTank Design Flow (Gallons/Day) (G) 1 — 2,499 (H) ?,500 —4,999 (I) 5,000 — 10,000 Effluent Distribution ( ) Gravity ( , ) Pressure GIs Ft.GIs C'Size } . Setback To Nearest Well Ft.Ft.Ft.Type IIType I (27) Rapidly Permeable(20) Trench, Rock Ft.Ft.Ft.Setback To OHWL(21) Trench, Gravelless (28) Flood Plain (22) Trench, Chamber (29) Privies Ft.Ft. Ft.Setback To Bluff(30) Holding Tank ( ) Monitoring/Disposal Contract (23) Bed (24) Mound Ft. Ft.Ft.Setback To Dweliing (25) At Grade Type III Setback To Non-Dwelling Ft.- Ft.Ft.(31) Other/Probiem Soils/<12" Soil(26) Greywater Type IV Setback To Nearest Lot Line Ft.Ft.■'f ’ Ft.(32) Public Domain &Proprietary TechnologiesDepth of Well Setback To Road Right-Of-Way .. '■ Ft.Ft. Ft.Type VTotal # Bedrooms (33) Performance Elevation Above Restrictive Layer Ft.Ft. Ft.Garbage Disposal Y / NAbatement Y / N PERC TEST DATA V Highest RateDate of TestLicense #Designer Agreement: 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 accor dance with Sanitation Code of Otter Tail County, Minnesota. Applicant agrees that the Site Data Worksheet 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 covered 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. Permit: Permission is hereby granted to the above named applicant to peljorm the work described ,fn the above statement. This permit is granted upon express condition that the person to whom it is granted, and his agent, employees and workmen shall conform in all respects to the S&nitation Code of Otter Tail County, Minnesota. This permit may be revoked at any time upon violation of the Sanitation Code. ' ' i ;7;"i'. NOTE; I.This permit Is valid for a period of six (6) months. 2.This permit does not include the building sewer (sewer line). ■:/ Date: 0 - ^Permit Fee $Signature of tj^perty Owr)er/Agent Jot, bwner t?1 y',7 -■ .T’■5s77/Z J Rec. No..V'-Date;7 '■'Itand S'Resource Management Official 7 7/7-L..Comments:/L-X 7^ ! f Form No. BK — 07-2011-06 345,197 ■ Victor Lundeen Co.. Printors • Forgus Falls, Minnesota * aJhA-.. <SEWAGE TREATMENT SYSTEM PERMIT INSPECTION RESULTS Inspector must make all measurements •a>• SOIL TREATMENT AREA HOLDING SEPTIC TANK OUTHOUSELIFT TANKCATEGORY FT2CapacityGLS.GLS.IOOC3Z/OOt:} r+FTFTFTFTlodSetback from Nearest Well Setback from Buried Water Suction Pipe FT FTFT FT Setback from Buried Pipe Distributing Water Under Pressure /o'+;o+FT FT FTFT FTroo^Setback from OHWL (lake &/or river)FTFTloofoo FT FT FTSetback from Bluff FT ft Vo'*'I O'!"FTFTSetback from Dwelling FT 75^ ftFTICS+FTSetback from Non-Dwelling FT fO^ FT fO'^Setback from Nearest Property Line FT FTFT Icr^too^ FT FTFTSetback from Right-of-Way FT 3^Elevation above Restrictive Layer FT FTFTFT £yes3Holding Tank/Lift Alarm af€«Ar>:t,NO Old System Pumped & Destroyed YES NO TRENCH REDUCTIONMOUND / AT-GRADE SOIL TREATMENT AREA CALCULATION SEPTIC TANK(s) # Tanks Installed FILTER ROCK BED Rock trenches with inches □ YES b NO Manuf. t3c w of sidewall for.,%Ft. X Ft.Ft. X ___ l7 Ft. ,ft2reduction / equivalent to Soil Treatment Area. Model #Ft* Inspector's Comments: Sketch: II-1 - u 3 ■as Date TimB Initial / L & R Official As of II-1-12, Code of Otter Tail County. the above described sewage system installation was found to be compliant with the provisions of the Sanitation Lands ^Management Official f^isrss'iForm No. BK — 07-2011-06 34S.tS7 • Victor Luntfoon Co.. Printers • Fergus Palis, Minnesota System, design must be to scale and must include the proposed location of the sewage system, all existing/proposed buildings, property lines, the ordinary high water level of the water body, wetlands, bluff and all water wells within 150' of the sewage system. If there are any questions, see the University of Minnesota Site Evaluation worksheets. /__inch(es) equals feetgrid(s) equals feet, orScale: 4,3 V"MPCA LICENSE DESIGNED BY: ^ FIRM NAME: /i^U LICENSE CATEGORY: 9DATE: ADDRESS: P'^ f ■; I///"7 ! I IBK -I- 10d3 — 029 I ' I \ 00'09I/I ^T^icior Lundeen Co, Print 46-4870316.90 / rr t uJ SITE DATA WORKSHEET LAND & RESOURCE MANAGEMENT, COUNTY OF OTTER TAIL GOVERNMENT SERVICES CENTER, 540 WEST FIR, FERGUS FALLS, MN 56537 218-998-8095 www.co.otter-tail.mn.us Sewage Treatment System Permit #OWNER: /4cWpio. LAST NAME ADDRESS: U-g>r<». \ TELEPHONE NUMBERMIDDLEFIRST STR./RT. ^CITY ZIP CODESTATE ^ir>S>e- LAKE NAME SEC.RANGE TWP NAMETWPLAKE/RIVER NO. LEGAL DESCRIPTION: j ^Uu/ /SOIL BORING LOG COLOR & MUNSELL NO. DEPTH (INCHES)STRUCTURETEXTURE BLOCKY PLATY PRISMATICI 'OV/I^Vz.3’,;?0On Y^o \ tX oo’? PARCEL NUMBER v'-\33 bloCkyCoKitt'fy ^ E-911 Address or Directions From Nearest Public Road \ eN)PLATY PRISMATIC NUMBER OF BEDROOMS___ GARBAGE DISPOSAL: YES WELL: CASING DEPTHS^ft. SEWER LINE SEPARATION: V^ft. BLUFF: YES BLOCKY PLATY PRISMATIC /oy/^^Y BLOCKY KSE2> PRISMATIC NONE 2-'CSo)r//^FLOODPLAIN: YES /^8TERRESTIVEGETATION: AOUATIC BLOCKY PLATY PRISMATIC NONE SLOPE AT INSTALLATION SITE:% TYPE OF OBSERVATION: Probe Pit PARENT MATERIAL: Till No Bedrock AlluviumLoess ORIGINAL SOIL:Date of Soil Boring. COMPACTED SOIL: Yes 9-^/- /i-S_i3_ft.DEPTH OF BORING (To 7' or restrictive layer):.Date of Perc Test PERC TEST #2PERC TEST # 1 - TWO TESTS ARE REQUIRED - PERC RATE TIME INTERVAL (MINUTES!WA^R DEPTH WATER DROP PERC RATEDEPTHWATER DROPINTERVAL (MINUTES)WA1TIME 7hSTART TIME ‘ DROP pAcm.9 TIME DROP PERC PERC RATE TIME INTERVAL (MINUTES)DEPTH WATER DROP PERC RATEINTERVAL (MINUTES)WA;^ DEPTH WATER DROP WAT^TIME z'/-F) !r St, Tin^ ‘ DROP ~ PERC REFILLF^L /.p.TIME DROP PERC WATER DROPDEPTHWATER DROP PERC RATE TIME INTERVAL (MINUTES)W/^aEfl DEPTH^5:PERC RATEINTERVAL (MINUTES)WATTIME .A REFILLEFILLf/.O TIME DROP PERC DROP PERCTIME WATER DEPTH WATER DROP PERC RATE TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATEINTERVAL (MINUTES)TIME REFILLREFILL TIME DROP PERC TIME DROP PERC WATER DROP PERC RATE TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATEINTERVAL (MINUTES)WATER DEPTHTIME REFILLREFILL TIME DROP PERC TIME DROP PERC PERC RATE TIMEINTERVAL (MINUTES)WATER DEPTH WATER DROP INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATETIME REFILL REFILL TIME DROP PERC DROP PERCTIME PERC RATE WATER DEPTHINTERVAL (MINUTES)WATER DEPTH WATER DROP TIME INTERVAL (MINUTES)WATER DROP PERC RATETIME REFILLREFILL TIME DROP PERC TIME DROP PERC WATER DROP PERC RATE TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATEINTERVAL (MINUTES)WATER DEPTHTIME REFILLREFILL TIME DROP PERC TIME DROP PERC PROPOSED DESIGN:X PRESSURE DIST. ^MOUND.HOLDING TANK.ATGRADE.GRAVITY DIST..TRENCH.BED. J>€^S‘SR"'TZSPECIFY:.OUTHOUSE.OTHER.SEWER LINE. — SYSTEM DESIGN ON BACK — ' i \ oji 1 1 I V ! \ ' i r■p-i Cjx\\phoKxJL lAV«.ctpf optA/^'-^ -IKt.fY) iCl^€/l <P,ooo gp3 / C^ APPLICATION FOR PERMIT TO INSTALL SEWAGE TREATMENT SYSTEM LAND & RESOURCE MANAGEMENT, OTTER TAIL COUNTY (218-998-8095) GOVERNMENT SERVICES CENTER, 540 WEST FIR, FERGUS FALLS, MN 56537 Permit No. "7 WHITE - Office YELLOW - L&R Inspector PINK - Owner / Contractor (after issue) APPLICATION MUST BE COMPLETED IN ORDER TO BE PROCESSED LAKE/RIVER CLASS SECTION RANGELAKE/RIVER NAME TWP NO.TWP NAMELAKE NUMBER pose.VORbStj? -- 3(c,0 E-911 ADDRESS OR DIRECTIONS FROM NEAREST PUBLIC ROADPARCEL NUMBER (S) OF PROPERTY BEING SERVICED ^:POtOf'?0 LEGAL DESCRIPTION (Xl 14- C>L ^c Daytime Phone No.Mailing AddressFirstinitiaiLast Name Jt1i6 iProperty Owner *\ rvsiA- Contractor Lie.# ^ni 3n ^ y/ f THIS SPACE FOR OFFICE USE ONLY A.M. , the year of P.M.> This System will be ready for inspection on at. A.M. P.M. L&R OfficialTime ReceivedDate Received SEWAGE TREATMENT SYSTEM DESIGN DATA AS SHOWN ON DRAWING TYPE OF NSTALLATION (circle ONE) Collector Other Est. (C) New (D) Replacement < 11(F)Replacemg^Soil Treatment Area LiftTank D^qn ?Tow <Gailons/Davl (Qlj-2,499^ (Hr^OO — 4,999 (I) 5,000— 10,000 Effluent Distribution ( ) Gravity (y)GIsPressureSize Setback To Nearest Well Ft.Ft.Ft.Type I Type II (27) Rapidly Permeable(20) Trench, Rock Ft,Ft.Ft.Setback To OHWL(28) Flood Plain(21) Trench, Gravelless (22) Trench, Chamber (29) Privies Ft.Ft.— Ft.Setback To Bluff<grBed->(30) Holding Tank ( ) Monitoring/Disposal Contract(24) Mound Ft.Ft.Ft.Setback To Dwelling (25) At Grade Type III Setback To Non-Dwelling Ft.Ft.(31) Other/Problem Soils/<12" Soil(26) Greywater Type IV Setback To Nearest Lot Line *^e> Ft.Ft.Ft.Depth (32) Public Domain & Proprietary Technologies Setback To Road Right-Of-Way 20 Ft.Ft. Ft.Type VTotal # Bedrooms (33) Performance Elevation Above Restrictive Layer 3 Ft.Ft.Ft.Garbage Disposal Y /Abatement PERC TEST DATA L3V <?'// /zr^s D *■Highest RateDate of TestLicense #Designer Agreement: 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 accor dance with Sanitation Code of Otter Tail County, Minnesota. Applicant agrees that the Site Data Worksheet 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 covered 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. 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 agent, employees and workmen shall conform in all respects to the Sanitation Code of Otter Tail County, Minnesota. This permit may be revoked at any time upon violation of the Sanitation Code. NOTE: I.This permit is valid for a period of six (6) months. 2.This permit does not include the building sewer (sewer line). /-7Cy gnatureoLfyoperty Om Permit Fee $Date: SignaturejsL^operty Owj^/Agen^M Owner Land S Resource Management OfficialJm,Rec. No..Date: blAiillSfel^ SEP 2 1 2Q12 DateCommefnts: & RESOURCE L&R Initiali#is7aForm No. BK — 07-2011-06 . 345,197 • Victor Lund««n Co., Prinisrs • Fergus Falls. Minnesota SITE DATA WORKSHEET LAND & RESOURCE MANAGEMENT, COUNTY OF OTTER TAIL GOVERNMENT SERVICES CENTER, 540 WEST FIR, FERGUS FALLS, MN 56537 218-998-8095 www.co.otter-tail.mn.us Sewage Treatment System Permit # t- 301- OWMER: LAST NAME ADDRESS: I FIRST MIDDLE TELEPHONE NUMBER L% Cc,unt4 ^ STR./RT ^CITY STATE ZIP CODE LAKE NAMELAKE/RIVER NO.SEC. TWP.RANGE TWP. NAME LEGAL DESCRIPTION:SOIL BORING LOGCaU/ / ^ COLOR & MUNSELL NO. DEPTH (INCHES)TEXTURE STRUCTURE BLOCKY PLATY PRISMATICpo iry CC? E-917 Address or Directions From Nearest Public Road y^\'i3PARCEL NUMBER bl6£ky,T</5~^gr t ON)PLATY PRISMATIC NUMBER OF BEDROOMS BLOCKY PLATY PRISMATICGARBAGE DISPOSAL: YES WELL; CASING DEPTH S^ft. SEWER LINE SEPARATION: V^ft. BLOCKY KSE2> PRISMATIC NONE Z'FLOODPLAIN: YES BLUFF: YES /^eVEGETATION: AQUATIC TERRESTI BLOCKY PLATY PRISMATIC NONE tLSLOPE AT INSTALLATION SITE:% TYPE OF OBSERVATION; Probe Pit l^utwa^PARENT MATERIAL: Till Loess Bedrock Alluvium ORIGINAL SOIL: ^ No Date of Soil Boring. COMPACTED SOIL: Yes 9-y/- /i-S ^ 3 ftDEPTH OF BORING (To T or restrictive layer):.Date of Perc Test PERC TEST # 1 PERC TEST #2- TWO TESTS ARE REQUIRED - TIME INTERVAL (MINUTES)WATER DROPWALES DEPTH PERC RATE TIME INTERVAL (MINUTESl WAT,£R DEPTH WATER DROP PERC RATE z'h.START START-.7.0.jl^lAXTiT-.tm./O e^r 4/ TIME ‘ DROP PCTC9TIMEDROPPERC TIME INTERVAL(MINUTES)WA;^ DEPTH WATER DROP PERC RATE TIME INTERVAL (MINUTES)lifeDEPTH WATER DROP PERC RATE TIW ' DROP PERC FlfJ^L REFILL /..p.TIME DROP PERC TIME INTERVAL (MINUTES)WAT DEPTH WATER DROP PERC RATE TIME INTERVAL (MINUTES)W/:^ER DEPTH WATER DROP PERC RATEREFILLEFUX/..O TIME DROP PERC TIME DROP PERC TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATE TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATEREFILL REFILL TIME DROP PERC TIME DROP PERC WATER DROPTIMEINTERVAL (MINUTES)WATER DEPTH PERC RATE TIME INTERVAL (MINUTESl WATER DEPTH WATER DROP PERC RATEREFILLREFIU ^___ =TIME DROP PERC TIME DROP PERC TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATE TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATEREFILLREFILL TIME DROP PERC TIME DROP PERC TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATE TIME INTERVAL (MINUTES!WATER DEPTH WATER DROP PERC RATEREFILLREFILL TIME DROP PERC TIME DROP PERC TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATE TIME INTERVAL [MINUTES)WATER DEPTH WATER DROP PERC RATEREFILLREFILL TIME DROP PERC TIME DROP PERC PROPOSED DESIGN: X GRAVITY DIST..ATGRADE.MOUND.HOLDING TANK.TRENCH.BED. SPECIFY:.OUTHOUSE.OTHER.SEWER LINE. — SYSTEM DESIGN ON BACK — System design must be to scale and must include the proposed location of the sewage system, ^11 existing/proposed buildings, property lines, the ordinary high water level of the water body, wetlands, bluff and all water wells within 150' of the sewage system. If there are any questions, see the University of Minnesota Site Evaluation worksheets. /__inch(es) equals feetfeet, orgrid(s) equalsScale: MPCA LICENSE #: DESIGNED BY; ^ FIRM NAME: ADDRESS: ^ / LICENSE CATEGORY: b' ( DATE: K ^ O I A hi / V OO'OSI/I BK 4- 10d3 — 029 t f Y f ^ . w 46-4870315.904 • Victor Lundeen Co , Print / .ul ressurt^ J^<l(^/ i•> > X^'V'.r C^ 4o t<t. {tv«,^()-<3 a /’ % Anderson On-Site P.O. Box 1421 Detroit Lakes, MN 56502 218-849-3072 % Overview Rose Ridge Resort Septic design: 6 cabins with 11 beds = 22 people @ 50 gpd per person =1100 gpd. 6 Campsites @ 62 gpd. = 372 gpd. For a total of 1472 gpd. System has existing 2-1500 gallon septic tanks for a total of 3000 gallons. It then flows into 1000 gal lift. This will be called lift station # 1 The pump will need to be upgrade to dual alternating pumps Timed dosed ,with timer override, and run time counter with alarm There will need to be check valves installed so pumps don’t pump through each other. Weep hole to be drilled above check valves for drain back. Pumps to pump 43gpm @ 49’ of head. System 2 Existing 2bd house @ 300 gpd. This will gravity flow to 2000 gallon septic tank. Adding structure for 4 more beds - 8 people @50 gpd = 400 gpd. This also will flow into same 2000 gallon tank. Lift #2 This will also need dual alternating pumps on Time dose, with alarm if one pump should fail. Run time counter also Check valves are also required. Drainfield size 25’* 72.2 Old Drainfield will need to be removed in area under new system. Will need to dig out from a elevation of 100.4 to a elevation of appox. 97.4 then filled in with clean sand to 99.02. This area is about a third of drainfield area. No other area suited on property. Bottom of drainfield elevation 99.02 top 100.2. Bench mark is top of phone post at property comer. Lift #3 1000 gal lift station existing septic tank. To be cleaned and checked for water tightness, manhole to be brought to surface. If tank not good suggest installing 1500 gallon lift. Randy Anderson Lie# 634 SCANNED %OSTP Design Summary Worksheet University OF MinnesotaMinnesota Pollution Control Agertcy V 12.08.06Project ID:Property Owner/CHent: Rose Ridge Resort Date: 9/11/12Site Address: 34568 County Rd. 4 Frazee, MN 56544 1. DESIGN FLOW AND TANKS Note: The estimated design flow is considered a peak flow rate including a safety factor. For long term performance, the average daily flow is recommended tobe < 60% of this value. Tanks or Compartments 1472 Gallons Per Day (GPD)A. Design Flow: B. Septic Tanks: Minimum Code Required Septic Tank Capacity:23000Gallons, in 2Gallons, in Tanks or Compartments3000Recommended Septic Tank Capacity: %Effluent Screen & Alarm?yes aC. Holding Tanks Only: Number of Holding Tanks:'Sb.Total Volume of Holding Tanks:Gallons Type of High Level Alarm: GallonsPump Tank 2 Capacity:1000D. Pump Tank 1 Capacity:Gallons 2. SYSTEM TYPE - Type of Distribution*- Type of Soli Treatment and Dispersal Area*---------------- O Trench ® Bed O Mound Q At-Grade O Drip O Holding TanI O Other O Pressure Distribution-UnlevelO Gravity Distribrjtlon ® Pressure Dlstributlon-ljevel 100* Selection Required Benchmark Elev »ft phone post topBenchmark Location: Type of Distribution AAedia: System Type 0Typel nTypell □Typelll nTypelV DTypeV rock 3. SITE EVALUATION: Elevation & Location of Limiting Layer:96.02 ft645.3 ftDepth to Limiting Layer:inA. drainfieldLocation:36 3.0 ftin8.Minimum required separation: 28Code Maximum Depth of System:in*3.0 %Measured Percent Land Slope:0.0B. sand 4.4 MPIPerc Rate:C. Soil Texture:*tf value is negative a mound is reriuired 1.20 GPD/ft^12.0E. Contour Loading Rate Gal/ftD. Soil Hydraulic Loading Rate: 4. DESIGN SUAMMARY Trench Design Summary Trench Widthft^inSidewall DepthDispersal Area In Code Maximum Trench Depth inNumber of TrenchesTotal Lineal Feet ft Designer’s Max Trench Depth in Bed Design Summary Code Maximum Bed Depth 28.01227 ft^in6.0Media Below Pipe inAbsorption Area Designer's Max Bed Depth 28.0 inBed Length 72.2 ft17Bed Width ft Mound Design Summary Bed Width ftft'Bed Length ftAbsorption Area Clean Sand Lift ft ftAbsorption Width Berm Width (slope 0-1%) Endslope Berm Width ft ftftft Downslope Berm WidthUpslope Berm Width ■, f. ’Total System Width ftTotal System Length ft A. fa.: «OSTP Design Summary Worksheet University OF MinnesotaMinnesota Pollution Control Agency At-Grade Design Summary System Heightft Absorption Bed LengthAbsorption Bed Width ft Downslope Berm Width ftUpslope Berm WidthAbsorption Bed Area ft System Width ftSystem LengthEndslope Berm Width ftft Level Pressure Distribution Summary 3/16 in3Perforation DiameterPerforation SpacingNo. of Perforated Laterals 6 ft Supply Pipe Diameter 2.00 in gat1.50 90Minimum Dose VolumeLateral Diameter in Total Head 49 galftFlow Rate 43.0 GPM Maximum Dose Volume 368 5. Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading using option 1 or 2 1. Organic Loading = Pounds of BOD X Units lbs BOD/dayIbs/day X 2. Organic Loading to Pretreatment Unit = Design Flow X Estimated BOD in mg/L in the effluent X 8.35 r 1,000,000 mg/LX 8.35+ 1,000,000 =lbs BOD/day|gpd X ____________________ B. Type of Pretreatment Unit Being Installed; C. Calculate Soil Treatment System Organic Loading: lbs. BOD/day + Bottom Area = Ibs/day/ft^ Ibs/day/ft^ft' =Ibs/day + Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. ^ (Designer)y' (Signature)(Date)(License #) SCANNED OSTP Bed Design Worksheet I University OF MinnesotaMinnesota Pollution Control Agency Project ID:1. SYSTEM SIZING:V 12.08.06 A. Design Flow (Desisn Sum. 1A):1472 GPD Designers Maximum Depth:28 inches 1.20 GPD/ft^ D. Required Bottom Area: Design Flow (1.A) + Loading Rate (1.C) = Initial Required Bottom Area 1472 I GPD-I TZO GPD/ft^= 1227 Ift^ B. Code Maximum Depth*: C. Soil Loading Rate ; 28 inches El Pressure □ Gravity (Describe): El Rock □ Registered Product: E. Select Distribution Method: F. Select Dispersal Type: 2. BED CONFIGURATION: (for sites with less than 6% slope) 1.0 = pressurized or 1.5 = gravity1.0A. Select size Multiplier: B. Req'd Bottom Area = Bottom Area (1.D) X Size Multiplier = 1226.7 ft^x 1227 ft^1.0 ft = 1227 ftC. Designed Bottom Area:Optional upsizing of bed area 17D. Select Bed Width:ft E. Calculate Bed Length: Designed Bottom Area ^ Bed Width = Bed Length ft^-72.2122717.0 ft =ft 3. MATERIAL CALCULATION: Rock A. If drainfield rock is being used, select sidewall absorption inches = B. If drainfield rock is used, calculate Media Volume: (Media Depth + depth to cover pipe) X Designed Bottom Area = ft^ 6.0 0.50 ft 1227.0 ft^ = 1227 ft^( 0.5 0.5ft +ft)X C. Calculate Volume in cubic yards: Media volume in cubic feet ^ 27 = cubic yards ft^ T 27 =yd'451227 4. AAATERIAL CALCULATION: Registered Products ftA. If using a registered product, enter the Component Length:in T 12 = ftB. If using a registered product, enter the Component Width:in T 12 = C. Number of Components per Row = Bed Length divided by Component Length (Round up) ftT ft =components D. Number of Rows = Bed Width divided by Component Width (Round up) Adjust Bed Width (3.D) until this number is a whole number ft =ft T rows SCANNEjlE. Total Number of Components = Number of Components per Row X Number of Rows X components OSTP Pressure Distribution Design Worksheet I ■University OF MinnesotaMinnesota Pollution Control Agency Project ID:V 12.08.06 1. Media Bed Width:17 ft 2. Minimum Number of Laterals in system/zone = [(Media Bed Width (Linel) - 4) + 3] + 1 round up to the neareast whole number + 1. 17 -4)+1=6(laterals 3. Designer Selected Number of Laterals: Cannot be less than line 2 (accept In at-vades) 4. Select Perforation Spacing: 6 laterals Insulated ^cess box3.0 ft ,iV. fV Soll'c GeQtgxttle5. Select Perforation Diameter Size:3/16 in ♦ Minimum / mLXl"-2*ofrock ^ 7'/<* perforations spaced 3' apart 6. Length of Laterals = Media Bed Length - 2 Feet.I6“ of rock F*erforation sizing- V." to 7."Perforatiorr spacir>g: 2' to f 34 ft Perforation can not be closer then 1 foot from edge. 1 Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 6) by the Perforation Spacing (Line 4) and round down to the nearest whole number. Number of Perforation Spaces = 36 2ft 34 3ft 11ft Spacess Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 7). Check table below to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double with a center manifold.8. Spaces 12Perforations Per Lateral =11 1 Perfs. Per Lateral+ Manmum Number of Perforations Per Lateral to Guvantee <10% Dischar^ Variation Inch Perforations 7/32 Inch Perforations Pipe Diameter (Inches)Pipe Diameter (Inches)Perforation SpacingPerforation Spacing (Feet)(Feet)114 21 3 m 2 31114 2 2 11 16 21 34 66101318 30 60 214 21481216 28 54 10 321420 64 3 3 30 60914 1981216 25 52 3/16 Inch Perforations 1/8 Inch Perforations Pipe Diameter (Inches)Pipe Diameter (Inches)Perforation SpacingPerforation Spacing (Feet)(Feet)114 2 3 21114 114 114 31 2 12 18 26 87 74 149462 21 33 44 214 2141217244080 20 30 69 13541 3 31216223775 38 128202964 9. Total Number of Perforations equals the Number of Perforations per Lateral (Line 8) multiplied by the Number of Perforated Laterals (Line 3). 12 726Perf. Per Lateral X Total Number of Perf.Number of Perf. Laterals 10. Select Type of Manifold Connection (End or Center): 0 End O Center 1.5011. Select Lateral Diameter (See Table):in SC.ANNED OSTP Pressure Distribution Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft^ per perforation. Ptrforation Dbcharf* (GPM) Does not apply to At-Grades a. Bed Area = Bed Width (ft) X Bed Length (ft)herfontlon Dlunetar Held (ft)V,V,Vuft^6123617ft ftX 1.0*0.740.18 0.41 0.5& b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations (Line 9). 8.5 ft^/perforations 0.69 0.90.Z2 0.511.5 ZD*0.59 0.80 1.040.26ft^612 72 perforationsT =0.65 0.89 1.172.5 0.29 2.0 0.98 1.28ft0.32 0.7213. Select Minimum Averase Head:3.0 1.474.0 0.37 0.83 1.13 0.59 GPM per Perforation 5.0'14. Select Perforation Discharge (GPM) based on Table:0.93 1.26 1.650.41 Dwellings with 3/16 inch to 1/4 inch perforations1 foot15. Determine required Flow Rate by multiplying the Total Number of Perforations by the Perforation Discharge.Dwellings with 1/8 inch perforatbns 2 feet Other establishments and MST5 with 3/16 ixh to 1/4 inch perforations 430.59 GPM72GPM per Perforation =Perfs X Other establishments and MST5 with 1/8 inch perforations0.110 Gallons/ft16. Volume of Liquid Per Foot of Distribution Piping (Table II):5 feet 17. Volume of Distribution Piping = = [Number of Perforated Laterals (Line 3) X Length of Laterals (Line 6) X (Volume of Liquid Per Foot of Distribution Piping (Line 16)] Table II Volume of Liquid in Pipe Liquid Per Foot (Gallons) Pipe Diameter (inches) 22.4 Gallons34ft X 0.1106 gal/ftX 18. Minimum Dose = Volume of Distribution Piping (Line 17) X 4 0.0451 22.4 gals X 4 =89.8 Gallons 0.0781.25 0.1101.5 0.1702 0.3803 0.6614 - Cleanouts ///Manifold pipes\/ Alternate location of pipe from pump Pipe from pump Comments/Special Design Considerations: SCANNED OSTP Basic Pump Selection Design Worksheet > University OF MinnesotaMinnesota Pollution Control Agency V 12.08.06Project ID:1. PUMP CAPACITY O Gravity ® Pressure Selection requiredPumping to Gravity or Pressure Distribution: GPM (10 ■ 45 spm)1. If pumping to gravity enter the gallon per minute of the pump: 43.02. If pumping to a pressurized distribution system: (Line 11 of Pressure Oistributioni GPM Soil treatm«it system & point of discharge 2. HEAD REQUIREMENTS m34A. Elevation Difference between pump and point of discharge: ft niet pipe difference B. Distribution Head Loss:6 ft ft (due to special equipment, etc.)C. Additional Head Loss: Table I.Friction Loss tn Plastic Pipe per 100ft Distribution Head Loss Pipe Diameter (inches)Flow Rate (GPM)Gravity Distribution = Oft 21.25 1.51 Pressure Distribution based on Minimum Average Head Value on Pressure Distribution Worksheet: 0.3109.1 3.1 1.3 4.3 1.8 0.412.812 Distribution Head LossMinimum Average Head 5.7 2.4 0.617.0145ft1ft 3.0 0.721.8 7.3166ft2ft 3.8 0.9189.1lOft5ft20 4.6 1.111.1 16.8 6.9 1.725 9.7 2.423.5302.0D. 1. Supply Pipe Diameter:in 3.212.935 1602. Supply Pipe Length:ft 16.5 4.140 20.5 5.045 E. Friction Loss in Plastic Pipe per 100ft from Table I:50 6.1 7.355ft per 100ft of pipe4.62Friction 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. Supply Pipe Length (0.2) X 1.25 = Equivalent Pipe Length 10.065 70 11.4 13.075 16.485 200.0 ft1601.25ftX 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 = 9.24.62 200.0 ft ft100ft per 100ft X -r 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 ) 49.29.2 ft6.0 ft +ft =34.0 ftft ++ 3. PUMP SELECTION 49.243.0 feet of total head.A pump must be selected to deliver at least GPM (Line 1 or Line 2) with at least Comments: ^ cfAyucn OSTP Pump Tank Sizing, Dosing and Float and Timer Setting Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency V 12.08.06DETERMNE TANK CAPACITY AND DIMENSIONS Project ID: 14721. A. Design Flow (Design Sum. 1A)GPO; 1000 Gal1000Gat C. Recommended pump tank capacity:B. Minimum required pump tank capacity: A4EASURED TANK CAPACITY (existing tanks): 2. A. Rectangle area * Length (L) X Width (W) Widthft'X ftft B. Circle area > 3.141^ (3.14 X radius X radius) 3.14 X 2 28.3 ft'*♦3.0 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' 4 12 in/ft 17.7 Gallons per inch28.3 D. Calculate Total Tank Volume Depth from bottom of inlet pipe to tank bottom:58 in Total Tank Volume ^ Depth from bottom of Inlet pipe (Line 4.A) X Gallons/Inch (Line 2) 17.7 Gallons Per Inch 1025.9 Gallons58Xin 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. 3. A. Tank Manufacturer: B. Tank Atodel: GallonsC. Capacity from manufacturer: Gallons per inchD. Gallons per inch from manufacturer: inchesE. Liquid depth of tank from manufacturer: DETERMINE DOSING VOLUME 3. Calculate Volume to Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of the pump tank ft 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) X 248 Gallons17.712 Gallons Per Inch(S 89.8 Gallons4. Minimum Pumpout Volume - 4 X Volume of Distribution Piping: ■ Line 17 of the Pressure Distribution or Line 11 of Non-level 5. Calculate Maximum Pumpout Volume (25% of Design Row) T472 GPD X 0.25 368 GallonsDesign Row: 2006. Select a pumpout volume that meets both Items above (Line 4 ft 5):Gallons 7. Calculate Doses Per Day - Design Row 4 Dosing Volunte Volume of Liquid in Pipe 200 gal =7.414728Pd-Doses 8. Calculate Drainback: A. Diameter of Supply Pipe *Liquid Per Foot (Gallons) Pipe Diameter (inches) 2 inches 160 feetB. Length of Supply Pipe - C. Volume of Liquid Per Lineal Foot of Pipe - D. Drainback - Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe 160 1ft x[ 0M70 Igal/ft = 0.170 Gallons/ft 0.0451 0.0781.2527.2 Gallons 0.1101.59. Total Dosing Volume = Dosing Volume plus Drainback 200 gal + 27.2 gal = 10. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank 2 |in X 17^7 Igal/in = 0.1702227Gallons 0.380 0.661 3 435.4 Gallons ^SCANNED OSTP Pump Tank Sizing, Dosing and Float and Timer Setting Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: (f) rimer A. Timer Settings 11. Required Flow Rate: A. From Design (Line 12 of Pressure Distribution or Line 10 of Non-Level*): B. Or calculated: GPM » Change in Depth (in) x Gallons Per Inch / Time Interval in Minutes in X 17.7 gal/in + O Demand Dose 'Note: This value must be adjusted after field measurement 6 calculation. 43 GPM GPMmin = 43 GPM12. Flovr Rate from Line II.Aor 11.B above. 13. Calculate TIMER ON setting: Total Dosing Volume! GPM 227 gal -f| 43^0 14. Calculate TIMER OFF setting: Minutes Per Day (1440)/Ooses Per Day - Minutes On 1440 min i 5.3 Minutes ONgpm = 5.3 190.4 Minutes OFF7.4 doses/day - 15. Pump Off Float - Measuring from bottom of tank: Distance to set Pump Off Float-Gallons to Cover Pump / Gallons Per Inch: Inches min 247.625 gal T 17.7 gal/in = 16. Alarm Roat - Measuring from bottom of tank: Distance to set Alarm Float ■= Tank Depth(4A) X 90* of Tank Depth in X0.90 = 14.0 52.2 in58 B. DEfAAND DOSE FLOAT SETTINGS 17. Calculate Float Separation Distance using Dosing Volume. Total Dosing Volume /Gallons Per Inch gal +Inchesgal/in = 18. Measuring from bottom of tank: A. Distance to set Pump Off Float = Pump and block height + 2 inches Inches B. Distance to set Pump On Float=Distance to Set Pump-Off Float + Float Separation Distance Inches C. Distance to set Alarm Float ^ Distance to set Pump-On Float + Alarm Depth (2-3 inches) Inches inin + -□in +in inin + FLOAT SETTINGS TIMED DOSINGDEMAND DOSING ] fX. Alarm Depth 52Alarm Depth Pump On Pump Off in 923 Galin Pump Off 14 in 227.2 Gal Jin S S247.625 Ga! SCANNED ; OSTP Design Summary Worksheet University OF MinnesotaMinnesota Pollution Control Agency V 12.08.06Project ID:Property Owner/Client: Rose Ridge resort system 2 Date:Site Address: 1. DESIGN FLOW AND TANKS Note; The estimated design flow is considered a peak flow rate including a safety factor. For long term performance, the average daily flow is recommended to be < 60% of this value. Gallons, in 700 Gallons Per Day (GPD)A. Design Flow: B. Septic Tanks: Minimum Code Required Septic Tank Capacity:1500 1 Tanks or Compartments 22000Gallons, inRecommended Septic Tank Capacity:Tanks or Compartments Effluent Screen ft Alarm?yes C. Holding Tanks Only: Number of Holding Tanks:Total Volume of Holding Tanks:Gallons Type of High Level Alarm: GallonsPump Tank 2 Capacity:1500D. Pump Tank 1 Capacity;Gallons 2. SYSTEM TYPE - Type of Distribution*- Type of Soii Treatment and Dispersal Area*------------------- O Trench ® Bed O Mound O At-Grade O Drip O Holding Tanl O Othei O Pressure Distributlon-UnlevelO Gravity Distribution ® Pressure Distribution-Level * Selection Required Benchmark Elev =100 ft Benchmark Location: Type of Distribution AAedia; System Type 0Typel nTypell □Typelll OTypelV OTypeV 3. SITE EVALUATION: Elevation & Location of Limiting Layer;64Depth to Limiting Layer:5.3 ft ftinA. Location:36 3.0 ftinB.Minimum required separation: Code Maximum Depth of System:283.0 *in*0.0Measured Percent Land Slope:B. sand MPIC. Soil Texture:Perc Rate:*if value f$ negative a mound is required 1.20 GPD/ft^12.0E. Contour Loading Rate Gal/ftD. Soil Hydraulic Loading Rate: 4. DESIGN SUAAAAARY Trench Design Summary Trench Widthft^inSidewall DepthDispersal Area in Code Maximum Trench DepthNumber of Trenches inTotal Lineal Feet ft Designer's Max Trench Depth in Bed Design Summary Code Maximum Bed Depth 28.0583 ft'6.0 inMedia Below PipeAbsorption Area in 28.0Designer's Max Bed DepthBed Length 72.9 ft in8Bed Width ft Mound Design Summary Bed Widthft'ftBed Length ftAbsorption Area Clean Sand Lift ft ftAbsorption Width Berm Width (slope 0-1%)ft Endslope Berm WidthftUpslope Berm Width ft Downslope Berm Width Total System Width ftTotal System Length ft OSTP Design Summary Worksheet University OF MinnesotaMinnesota Pollution Control Agency At-Grade Design Summary System HeightAbsorption Bed Width ft Absorption Bed Length ft ft^Downslope Berm WidthUpslope Berm Width ftAbsorption Bed Area ft System WidthSystem Length ftEndslope Berm Width ftft Level Pressure Distribution Summary 7/32Perforation DiameterPerforation Spacing 3No. of Perforated Laterals 3 ft in 2.001.50 Supply Pipe Diameter galin92Minimum Dose VolumeLateral Diameter in 22 175 galTotal HeadFlow Rate ft58.0 GPM Maximum Dose Volume 5. Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading using option 1 or 2 1. Organic Loading = Pounds of BOD X Units lbs BOD/dayIbs/day X 2. Organic Loading to Pretreatment Unit = Design Flow X Estimated BOD in mg/L in the effluent X 8.35 1,000,000 ]gpd X I B. Type of Pretreatment Unit Being Installed: C. Calculate Soil Treatment System Organic Loading; lbs. BOD/day i Bottom Area = Ibs/day/ft^ Ibs/day/ft^ mg/L X 8.35 t-1,000,000 =lbs BOD/day ft^ =Ibs/day + Comments/Special Design Considerations: I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and lavrs. I Z.VC (Date)/(License #)(Signature)(Designer) mm OSTP Bed Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency V 12.08.06Project ID:1. SYSTEM SIZING: A. Design Flow (Design Sum. 1A):700 GPD Designers Maximum Depth:2828inches inchesB. Code Maximum Depth*: C. Soil Loading Rate:21-20 |GPD/ft D. Required Bottom Area: Design Flow (1.A) ^ Loading Rate (1.C) = Initial Required Bottom Area 700 I GPD-I TtO GPD/ft^= 583 Ift^ El Pressure □ Gravity (Describe): El Rock □ Registered Product: E. Select Distribution Method: F. Select Dispersal Type: 2. BED CONFIGURATION: (for sites with less than 6% slope) 1.0 = pressurized or 1.5 = gravity1.0A. Select size Multiplier: B. Req'd Bottom Area = Bottom Area (1.D) X Size Multiplier = 583.3 ft^ X 1^0 Ift =ft^583 583 ftC. Designed Bottom Area:Optional upsizing of bed area 8 ftD. Select Bed Width: E. Calculate Bed Length: Designed Bottom Area r Bed Width = Bed Length 2 72.9 ft8.0583 ft =fC-*- 3. MATERIAL CALCULATION: Rock A. If drainfield rock is being used, select sidewall absorption inches = B. If drainfield rock is used, calculate Media Volume: {Media Depth + depth to cover pipe) X Designed Bottom Area = ft^ 0.50 ft6.0 ft^583.3 ft^ =5830.5 ft)0.5 ft +X( C. Calculate Volume in cubic yards: Media volume in cubic feet ^ 27 = cubic yards ft^ ^ 27 =yd'22583 4. AAATERIAL CALCULATION: Registered Products ftin^ 12 =A. If using a registered product, enter the Component Length: B. If using a registered product, enter the Component Width: C. Number of Components per Row = Bed Length divided by Component Length (Round up) ftin= 12 = ft =components D. Number of Rows = Bed Width divided by Component Width (Round up) Adjust Bed Width (3.D) until this number is a whole number ftr SCANNElft =ft =rows E. Total Number of Components = Number of Components per Row X Number of Rows componentsXs X ■ ^OSTP Pressure Distribution Design Worksheet University OF Minnesota -V,- Minnesota Pollution Control Agency V 12.08.06Project ID: 81. Media Bed Width:ft Minimum Number of Laterals in system/zone = [(Media Bed Width (Linel) - 4) ^ 3] + 1 round up to the neareast whole number + 1.2. 8 -4)+1=3(laterals 33. Designer Selected Number of Laterals: Cannot be less than line 2 (accept in at-qrades) laterals access box Insulated 4 ___________________Geotexlile ___ _____________4r'~~i ‘ 3.0 ft4. Select Perforation Spacing: 7/32 in5. Select Perforation Diameter Size: perforations spaced 3' apart 12- I6. Length of Laterals = Media Bed Length - 2 Feet.6” of rock Perforation sparing' /' to J'Perforation sizing: to /•" 70 ft Perforation can not be closer then 1 foot from edge. 1 Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 6) by the Perforation Spacing (Line 4) and round down to the nearest whole number. Number of Perforation Spaces = 72 2ft 23370 Spacesft ft 4 =I Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 7). Check table below to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is double with a center manifold. 24Spaces23Perforations Per Lateral =1 Perfs. Per Lateral Maximum Number of Perforations Per Lateral to Guarantee < 10% Discharge Variation ’/Jnch Perforations 7/32 Inch Perforations Pipe Diameter (InchesIPipe Diameter (Inches)Perforation Spacing (Feet)Perforation Spacing (Feet) 2 3in2 3 IinIIV. 34 68It1621223010131860 2n2n 10 20 32 6414162854812 9 19 30 6031432552812 16 1 /8 Inch Perforations3/16 Inch Perforations Pipe Diameter (Inches)Pipe Diameter (Inches)Perforation SpacingPerforation Spacing I Feet) (Feetl 2in 323IIVin1 7421 33 44 149872122646218 2n2n 69 1352030801217244041 33 20 38 12875 29 6437121622 9. Total Number of Perforations equals the Number of Perforations per Lateral (Line 8) multiplied by the Number of Perforated Laterals (Line 3). 72 Total Number of Perf.324 Number of Perf. LateralsPerf. Per Lateral X PI Center10. Select Type of Manifold Connection (End or Center): □ End 1.5011. Select Lateral Diameter (See Table):in I •I OSTP Pressure Distribution Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft^ per perforation. Perforation Discharge (CPM) Does not apply to At-Grades a. Bed Area = Bed Width (ft) X Bed Length (ft)Perforation Diameter Head (ft)V.V,. V,ft^576872ftftX 1.0*0.560.18 0.41 0.74 b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations (Line 9). ft^/perforations 0.51 0.69 0.90.221.5 2.0*0.26 0.59 0.80 1.04ft^perforations 8.072576■r 0.29 0.65 0.89 1.172.5 2.0 0.72 0.98 1.2813. Select Minimum Average Head:ft 0.323.0 0.37 0.83 1.13 1.474.0 0.80 GPM per Perforation 5.0'14. Select Perforation Discharge (GPM) based on Table:0.93 1.26 1.650.41 Dwellings with 3/16 inch to 1 /4 inch perforations1 foot15. Determine required F/ow Rate by multiplying the Total Number o/Per/orotfons by the Perforation Discharge.Dwellings with 11t inch perforations 2 feet Other establishments and MSTS with 3/16 inch to 1/4 inch perforations 0.80 58 GPM72GPM per Perforation =Perfs X Other establishments and MSTS with 1 /8 inch perforations0.110 Gallons/ft16. Volume of Liquid Per Foot of Distribution Piping (Table II):5 feet 17. Volume of Distribution Piping = = [Number of Perforated Laterals (Line 3) X Length of Laterals (Line 6) X (Volume of Liquid Per Foot of Distribution Piping (Line 16)] Table II Volume of Liquid in Pipe Liquid Per Foot (Gallons) Pipe Diameter (inches) 23.10.110 gal/ft Gallons370Xft X 18. Minimum Dose = Volume of Distribution Piping (Line 17) X 4 0.0451 gals X 4 =92.423.1 Gallons 0.0781.25 0.1101.5 2 0.170 0.3803 4 0.661 Comments/Special Design Considerations; » ♦>OSTP Basic Pump Selection Design Worksheet University OF MinnesotaMinnesota Pollution Control Agency 1. PUMP CAPACITY Project ID:V 12.08.06 O Gravity ® PressurePumping to Gravity or Pressure Distribution:Selection required 1. If pumping to gravity enter the gallon per minute of the pump:GPM (W-45spm) 2. If pumping to a pressurized distribution system: (Line 11 of Pressure Distribution) 58.0 GPM Soil treatment system & point of discharge 2. HEAD REQUIREMENTS A. Elevation Difference between pump and point of discharge: 9 ft niet pipe ition rente Elevadiffer B. Distribution Head Loss:5 ft C. Additional Head Loss:2 ft (due to special equipment, etc.) Table I.Friction Loss In Plastic Pipe per 100ft Distribution Head Loss Pipe Diameter (inches)Flow Rate (GPM)Gravity Distribution = Oft 1.25 1.5 21 Pressure Distribution based on AAinimum Average Head Value on Pressure Distribution V/orksheet: 10 9.1 3.1 1.3 0.3 12.8 4.3 1.812 0.4 Minimum Average Head Distribution Head Loss 17.0 5.7 2.4 0.614 1ft 5ft 3.0 0.71621.8 7.3 2ft 6ft 3.8 0.9189.1 5ft lOft 20 4.611.1 1.1 6.9 1.72516.8 30 23.5 9.7 2.4D. 1. Supply Pipe Diameter:2.0 in 35 12.9 3.2 2. Supply Pipe Length:60 ft 40 16.5 4.1 45 20.5 5.0E. Friction Loss in Plastic Pipe per 100ft from Table I:50 6.1 7.3558.03 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. Supply Pipe Length (D.2) X 1.25 = Equivalent Pipe Length 10.065 70 11.4 75 13.0 85 16.46075.0X 1.25 ftft 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 = 75.0 6.08.03 ft per 100ft ft 100 ftX+ 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 ) 22.06.09.0 5.0 2.0 ftft +ft =ft ft4-+ 3. PUMP SELECTION 22.058.0A 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 Sizing, Dosing and Float and Timer Setting Design Worksheet University OF MinnesotaMinnesota Pollution Control Agcr>cy V 12.08.06DETERMINE TANK CAPACITY AND DIMENSIONS Project ID: 7001. A Design Ftow (Desi^ Sum. 1A):GPD 1500 Gal1500Gal C. Recommended pump tank capacity:B. Minimum required pump tank capacity: MEASURED TANK CAPACITY (existing tanks): 2. A. Rectangle area = Length (L) X Width (W) Widthft'X ftft B. Circle area = 3.lV (3.14 X radius X radius) 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 I.Aor 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' r 12 in/ft Gallons per inchS D. Calculate Total Tank Volume Depth from bottom of inlet pipe to tank bottom:in Total Tank Volume = Depth from bottom of inlet pipe (Line 4.A) X Gallons/Inch (Line 2) 32.3 Gallons Per Inch =GallonsXin MANUFACTURERS SPECIFIED TANK CAPACITY (when available): Note: Design calculations are based on this specific tank. Substituting a different tank nxxlel will change the pump float or timer settings. Contact designer if changes are necessary. Thelen's3. A. Tank Manufacturer: 1500 gallonB. Tank Model: 1500 GallonsC. Capadty from manufacturer: 32.3 Gallons per inchD. (Sallons per inch from manufacturer: 49.5 inchesE. Liquid depth of tank from manufacturer: DETERMNE DOSING VOLUME 3. 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 Gallons Per Inch (2C or 3E) in + 2 inches) X 452 Gallons32.3 Gallons Per Inch12( 92.4 Gallons4. Minimum Pumpout Volume - 4 X Volume of Distribution Piping: - Line 17 of the Pressure Distribution or Line 11 of Non-level 5. Calculate Maximum Pumpout Volume (25% of Design Row) GPD X 0.25 175 Gallons700Design Flow: 100 Gallons6. Select a pumpout volume that meets both items above (Line 4 & 5): 7. Calculate Doses Per Day = Design Row F Dosins Volume Volume of Liquid in Pipe 7.0gpd^100 gal =700 Doses 8. Calculate Drainback: A. Diameter of Supply Pipe =Pipe Diameter (inches) Liquid Per Foot (Gallons) 2 inches 60 feetB. Length of Supply Pipe = C. Volume of Liquid Per Lineal Foot of Pipe = D. Drainback = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of Pipe ft x| 0^70 IgaUft = 0.170 Gallons/ft 0.0451 0.0781.2510.2 Gallons60 1.5 0.110 9. Total Dosing Volume = Dosing Volume plus Drainback gal = [^ 10. Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank gal/in 0.1702110gal +10.2 Gallons100 0.3803 0.661464.5 Gallons32.32in X J ‘ i i OSTP Pump Tank Sizing, Dosing and Float and Timer Setting Design Worksheetr4 University OF MinnesotaMinnesota Pollution Control Agency TIMER or DEMAND FLOAT SETTINGS Select Timer or Demand Dosing: A. Timer Settings 11. Required F/ow Rate: A. From Design (Line 12 of Pressure Distribution or Line 10 of Non-Level*): B. Or calculated: GPM = Change in Depth (in) x Gallons Per Inch / Time Interval in Minutes gal/in i @ Timer O Demand Dose 'Note: This value mast be adjusted after field measurement & calculation. 58 GPM 32.3 GPMmin =in X 58 GPM12. Flow Rate from Line II.Aor 11.B above. 13. Calculate TIMER ON setting: Total Dosing Volume/GPM gal F 14. Calculate TIMER OFF setting: Minutes Per Day (1440)/Doses Per Day - Minutes On 7.0 doses/day - 15. Pump Off Roat - Measuring from bottom of tank: DistarKe to set Pump Off Float=Gallorts to Cover Pump / Gallons Per Inch: 451.5 gal T 32.3 gal/in = 16. Alarm Roat - Measuring from bottom of tank: Distance to set Alarm Float = Tank Depth(4A) X 90% of Tank Depth in X0.90 = 58.0 1.9110 Minutes ONgpm = 203.8 Minutes OFF1.91440 min mini- 14.0 Inches 44.55 in49.5 B. DEMAND DOSE FLOAT SETTINGS 17. Calculate Float Separation Distance using Dosing Volume. Total Dosing Volume /Gallons Per Inch I gal ^Inchesgal/in = 18. Measuring from bottom of tank: A. Distance to set Pump Off Float = Pump and block height + 2 inches Inches B. Distance to set Pump On Float=Distance to Set Pump-Off Float + Float Separation Distance Inches C. Distance to set Alarm Float = Distance to set Pump-On Float + Alarm Depth (2-3 inches) Inches =ninin + -ninin + ■ninin + FLOAT SETTINGS TIMED DOSINGDEMAND DOSING (X. Alarm Depth 45 <nAlarm Depth Pump On Pump Off in 1437 Galin Pump Off 14 in 110.2 Gal yin a a451.5 Gal SCANNED CERTIFICATE OF APPROVAL SEWAGE SYSTEM 31 ST DECEMBERfciThis certificate has been issued this day of t to certify that the sewage system installed as per sewage permit number indicated below has been approved for use by Otter Tail County, Minnesota. m The premises covered by this certificate are legally described as:m!?; • 56-360 Sec. 17 Twp. 13 7 Range 4 0 Twp. Name HOBARTLake No. 17 137 40 LOTS E i 1 EX TRSPi mm.m msiii Owner: Name aLSON^ RCL-AND D 'Si i RmR.3ARA J N0RhF><r, niSONy FRA7hFr MNAddress Wa S6S44Zip No. LjA£QoCryv^m Permit No. SP a S S Signed by: Liind & Resource Munagemcnl Ofnciulfc;Oiler Tail County. MinnesotaMKL-098700! If. "fv 25.1.617 Viclor Luiidecn Co . 1‘rinicrN. I crt-us I dlls. MmtK-sou #• 7 I '^14 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 writer Office Yellow— Inspector Pink — Owner /^rO^rr /2ej-r.r<,7~ So^ Ce7~ / < ? 52 -004-/7 - €f2B - o o Q Permit No.LEGAL DESCRIPTION Parcel Number AND /ZD— 3^0 /Zc-ScT LjQK'C /^o Q/1/C 7~LOCATION A3 777 Lake No.Lake Name Lake Classif.TWP NameSec.TWP Range IDENTIFICATION: Please Print All Information. Mailing Address — No. Street, City and StateInitialLast Name First Zip No.Tel. No. ^ '3 Bot: Size J /■r^r> D 3H2-ZOLOOWNER SEWAGE SYSTEM INSTALLER Ot:'c: ^ /‘-/njo/:' <- C ^r3Name. This System will be ready for inspection on... 19. This space for office use only fioiiS^ S'lSVe-rT) 3. &Z________ 19 .M 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 l5i>35^GIs.Sq. Ft.Capacity Sq. Ft St>IUzo5P.Ft.Ft.Ft.Distance from nearest well 7£:Ft,Distance from lake or stream Ft.Ft. 10 1X0Ft.Distance from occupied building Ft.Ft, lO 10Distance from property line Ft.Ft.Ft 3Ft.Ft. Ft,Distance from bottom to Water Table AH distances are shortest distance between nearest points 'DRECORD OF TESTS: '"Z's . Inspection was made on ,, 19 a.-, Time ,JVI By ?-3PERCOLATION TEST DATA;Date of First Test 19 Rate £.-3 m.Date of Second Test , 19...Rate 1st Test Taken ByIf n II n hL7First Test + 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. 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- tionai permits are required by the township for my proposed project.■^^ature ’ * Permission is hereby granted to the above named applicant to perform the work described in the above statement. This permit is granted up>on expressPermit: 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. /5,V- 3 5- Vo________ 9 y cxXniiurJL^ Issued Date; Shoreland Managwnent Office 20,Fee $Rec # Comments: Form No. MKL-032085 237,443 — Victor LundMo Co.. Printers, Fergus Falls. Minnesota • *> - 7-/-f/ _ ‘ 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 Yello^^ inspector Pink — Owner 00 - i a 9 55'f^/Zosc f fc T~ So o Co7~ / 2L 3Z -004.-/7- Permit No.LEGAL DESCRIPTION Parcel Number;8 — o o o AND 7* jEos'ir C<7/rc /Y<p T~LOCATION 5'^ - O /3 7ZZ Lake No,Lake Name Lake Classif.Sec.TWP Range TWP Name IDENTIFICATION: Please Print All Information. iMailing Address — No. Street, City and StateLast Name First Initial Zip No.Tel. No. • \OL S o /V.u 3 3oi^ S/S /-y?3‘42-Zo<oOOWNER / <r SEWAGE SYSTEM INSTALLER 5-^j-yV3/- //‘1/'TNamell This System will be ready for inspection on. This space for office use only ^1 i:iSZZDate R^c'd ;S^STBty) ^19 M ^hone Call Rec'd ByTime Rec'd NUMBER OF BEDROOMS;^ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD 15bCapacity GIs.Sq. £t.Sq. Ft 52.Ft.Ft.Distance from nearest well Ft , -V 75Distance from lake or stream Ft.Ft.Ft 10 22Distance from occupied building Ft.Ft.Ft Bilstanbefrom ..W\lA 10Ft.Ft.Ft 'It 3Distance from bottom to Water Table Ft.Ft.Ft.h^hor^^s^cAll distances a distahcp between nearest points \ \RECORD OF TESTS:S \ Inspection was made on y^\e..^2. , Rate.ff2..,.5_, PERCOLATION TEST DATA:Date of First Test 3Date of Second Test 1st Test Taken By1(1)It /I hi.7 3-...d'First Test + 2nd Test.CP 2 Rate2nd Test Taken By r\\Y r c The undersigned hereby makes application for permit to install or extendBewaiAgreement; 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, sketchesand specifications subihitted 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 systemUbaWfce 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. Disposal System herein specified, agreeing to do all such work in 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 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 Y- -as- ioIssued Date: Shoreland Management Office'20,00Fee $Rec # Comments: 72^ Form No. MKLO32085 237.443 — Victor Lundeen Co., Printors, Forgus Fans, Minnosota V k INSPECTION RESULTS Inspector must make all measurements SEWAGE DISPOSAL SYSTEM STATISTICS SEPTIC TANK SEEPAGE PIT DRAIN FIELDCATEGORYActualShould Be Actual Should Be Actual Should Be ICQO 350CapacityGIs.GIs.SF S F S F S F fOT'(>oDistance from Nearest Well F F F F F F w .f/75Distance from Lake or Stream F F F F F F IDO'Distance from Occupied Building F F F F F F (O*-16*'Distance from Property Line F F F F F F Distance from Bottom to Water Table 3 3FFFFF F Inspector’s Comments: ^5</>/ / /_____/7 ^4^ QlODODate of Inspection. Time of Inspection M D/J-,Signature ol InspectorINTERPRETATION OF ABBREVIATIONS GIs = Gallons SF = Square Feet F = Linear Feet Job We MKL - 03208S - Backtr Agency t • \ f •V i i. • ^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 While Office Yellow — Inspector Pink — Owner Permit No.,LEGAL DESCRIPTION Parcel Number AND n !3iLOCATIDN Lake No.Lake Name Lake Classif.Sec.TWP Range TWP Name IDENTIFICATION: Please Print All Information. Mailing Address — No. Street, City and State Zip No.Tel. No.Last Name First Initial OSLo^OWNER SEWAGE SYSTEM INSTALLER Name. This System will be ready for inspection on., 19. This space for office use only 1;l ^SrL.19 ,M Date Rec'd Time Rec'd Phone Call Rec'd By j NUMBER OF BEDROOMS:ESTIMATED COST: SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD GIs.Sq. Ft.FtCapacity 5b Ft.Ft.Ft,Distance from nearest well 75"Ft.m Ft.Ft.Distance from lake or stream i£>Ft.Ft.Distance from occupied building Ft. loloDistance from property line Ft.Ft.Ft. -7Ft.Ft.Ft.Distance from bottom to Water Table AH distances are shortest distance between nearest points T2> 6^ yv s'/hros:P£R l~GLiSp)^hj£ ............................... , Rate..................................................... Rate......................... RECORD OF TESTS:T7fl5 ........•rC..^.'^/T^n^r luitH’ ifnd (01^^A/m.Inspection was made on PERCOLATION TEST DATA:Date of First Test , 19 Date of Second Test 19 1st Test Taken By First Test + 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. 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 expressPermit: 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. Shoreland Management Office ‘1 - ay- ‘90Issued Date; Fee $Rec # y 4Comments: 7 Form No. MKL-032085 237,443 — Victor Lundeen Co., Printers, Fergus Falls, Minnesota .■* • r 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 >,■ Whitest- (mice ye/to»»— Inspector Pink — Owner ; Permit No..LEGAL ; DESCRIPTION Parcel Number AND n f3i ‘40LOCATION Lake No.Lake Classif.Lake Name TWP TWP NameSec.Range IDENTIFICATION: Please Print All Information. Mailing Address — No. Street, City and StateLast Name Initial Zip No.Tel. No.First ^4 ^ OWNER ■ rSEWAGE SYSTEM INSTALLER Name. > i.i£:j f\[> This System will be reUd^for inspection on. j,,iu/iZ'"5W', 19.^ /M.. ^ -------- f 0*^^This space for office Js^dnly I1__igtir-,' .M Date Rec'd Time Rec'd Phone Call Rec'd By /■’ i 'NUMBER OF BEDROOMS;ESTIMATED COST:o yry SEWAGE DISPOSAL SYSTEM DATA:.<■ SEPTIC TANK SEEPAGE PIT DRAIN FIELD.-, ^ P-700 2^3^ Gis.Sq. Ft.Capacity t Ft.Ft.FtDistance from nearest well 16 75^Ft.Ft.Distance from lake or stream Ft \0 Ft.Distance from occupied building Ft.Ft !oDistance from property line Ft.Ft.Ft .7Ft.Ft.Distance from bottom to Water Table Ft. AH distances are shortest distance between nearest points ... r....../?■.............................. PERCOLATION TEST DATA; Date of First Test.............................................................. 19 ____________ _____ Date of Second Test...................................................... RECORD OF TESTS: Inspection was made on . Rate 19 , Rate 1st Test Taken By First Test + 2nd Test 2 Rate2nd Test Taken By The undersigned hereby rpakes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work inAgreement: strict accordance with ordinances of thajCounty 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 Shoreiand 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.Slgnature 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: ‘foIssued Date: Shoreland Management Office Fee $Rec # Cl. . OTT.!^. Comments:f J✓1 /'d 7FT^ 7JForm No. MKL-032065 237.443 — Victor Lundoen Co.. Prints. Fergus FaHs. Minnesota \f % \ INSPECTION RESULTS iInspector must make all measurements SEWAGE DISPOSAL SYSTEM STATISTICSvy .V\ SEPTIC TANK SEEPAGE PIT DRAIN FIELDCATEGORYActualShould Be Actual Should Be Actual Should Be Capacity GIs.Qls.S F S F S F S F \ iaf% Distance from Nearest Well F F F F F Distance from Lake or Stream F F F F F Distance from Occupied Building F F F F F /0+Distance from Property Line F F F F F F 3-^Distance from Bottom to Water Table 3 3FFFFF F UCtfSL^ TH-NICS_______________ D, 4 LO(.4rt^J -TO 1x4. U{puS<- — e-^r-hL />gfi^geA/ ^—>_____________ Inspector's Comments:■V Date of Inspection 19 Time of Inspection M C-2S -^/ Signature of InspectorINTERPRETATION OF ABBREVIATIONS GIs = Gallons SF = Square Feet F = Linear Feet i . MKL • 032085 • Backar Agency 4'."vN i/;• ■4: ■ ■- J •iN -'ky i T.--A- .\ k HANSON'S Plumbing & Heating Vergas, MN 56587 (218) 342-2422 Pelican Rapids, MN 56572 (218) 863-2422 Perham, MN 56573 (218)346-2422 6-3-91 dijiLAND AND RESCOURCE MANAGEMENT ATTN: BILL KALER COURT HOUSE FERGUS FALLS. MN 0]% ■% 56537 ^ : ■■■ T-i'PLUMBING TEST AFFIDAVIT PROJECT: ADDRESS: CITY: ROSE RIDGE RESORT ROUTE 3 FRAZEE, MN 56544 Cv BELOW GROUND SEPTIC SYSTEMSECTION TESTED: COUNTY INSPECTOR: APPROVAL NUMBER: I CERTIFY THAT THE ABOVE PLUMBING SYSTEM HELD AN AIR TEST OF 5 POUNDS AIR PRESSURE FOR 15 MI ■-5-%TES. ■■XWITNESSED BY:SON, HANSONS PLBG AND HT(iJEFF, THANE_jmU , .....-MlO'iCv? HANSON’S PLUMBING AND HEATING ROBIN HANSON 4'~ ■ ^4-i"' -t- ri*. ' ‘ 4^' 'J' MmM. Jm •, '/? ■i 4 4:. ' •‘v'r ,JSc 4';; -C ■ ; GRID PLOT PLAN SKETCHING FORM — (Must Be To Scale) feet/inches3'Scale: Each grid equais - « ^ Dated:19 Signature Please sketch your lot Indicating setbacks trom road right-of-way, lake and sideyard for each building currently on lot and any proposed structures. ^ C i j o ■ ■ "T-q c. %cP -r' ■ i?r*i^ 4 -s 5^i- ^ O cv (ti w €f V fc o-1i d\a U' 5\^7r>N. f \n €m J- 5!^I V 1^ tA f' & I I - ^ ' M•\ Ii >< ->0 I ^ •^ih (b ■ > o *\ - n j:! i •«t PERCOLATION TEST DATA ’■; •LAND AND RESOURCE MANAGEMENT Otter Tail Courity Fergus Falls, MN 56537OWNER: TELEPHONE NUMBERLAST NAME FIRST MIDDLE ADDRESS: CITY STATE ZIP CODESTR./RT SEC.RANGE TWP. NAMETWP.LAKE/RIVER NO.LAKE NAME LEGAL DESCRIPTION: PARCEL NUMBER NUMBER/BEDROOMSFIRE NUMBER — TWO TESTS ARE REQUIRED — TEST HOLE NO. 2 inches; TEST HOLE NO. \ 3037^inchesDepth To Bottom of Hole Diameter of Hole inches Depth To Bottom of Hole Diameter of HoleInches: 93Q-3 IRob /aJ Date I_____ 19Depth. Inches Soil Texture Date 19Depth. Inches Soil Texture Percolation Test By Firm Name Percolation Test By____ Firm Name ____ ip Address Address Otter Tail County License No. Otter Tail County License No. PERC TEST # 2PERC TEST # 1 INTERVAL rMPtUTBSt WATER DfiFTH WATER MOP PERC Rate TIME INTERVAL (MINIITHSI WATER DEPTH WATER DROPTIME PERORATE START START f f ■ DROP PERC TIME * DROP PERCTIMEPERC RAT^INTERVAL fMTNUTES>WATER DEPTH WATER DROP PERORATETIME INTERVAL IMIWUTBSI WATER DEPTH Water drop x:£REFILL REFILL T •f TIME • DROP PERC DROP'nMfe INTERVAL n>1INinrBSI Water depth WATER DROP PERORATE TIME INTERVAL rMlNUTESi Water depth WATER DROPTIME PERORATE (m 4 TIMH DROP PERC TIME ^ DROP PBRd~ PERC RATE TIMEINTERVAL fMINUTBST WATER T WATER DROP INTERVAL <MINl/TES>WATER DEPTH WATER DROPTIME PERORATE m 3.m REFILL -B-RBPILL «TIME t>ROP PERC 'llMk DROP PERCiTIMEINTERVAL rMlNl/TBSI WATER DEPTH WATER DROP TCRC RATE INTERVAL (MINUTES)TIME WATER DEPTH WATER PROP PERORATE REFILL REFILL-3:t ^7:2^(7S)4 4 TIME &kOP PEKZT”'TIMM DROP PERCireRCRATETIMEINTERVAL (MINUTES)INTPVALIMINUTESI Water depth WATER DROP water DEPTH WATER PROPTIME PERORATE REFILL 4 T TIMM dr6p"'ilMM DROT PER<i PERC Rate TIME INTERVAL IMINUTBSIINTERVAL (MINUTBSI WATER DEPTH WATER DROPTIME VATER DCTTHit water drop PERORATE REFILL J3m.T TIMM DROP I»ERCTIMEWATER DROP PERORATE INTERVAL fMTNUTESI WATER DEPTH INTERVAL IMINUTESITIME WATER DEPTH WATER DROP PERORATE REFILL REFILL 73T nMM ’ DROP PErC~TIME DROP PERCT COMMENTS/CALCULA TIONS: MKL — 0390 - 005 250,815 — Victor Lundeen Co., Printers. Fergus Falls, Minnesota CJ^0)hJ "" j : 5. M :3i‘3 ^ hJ 51 bJ Q^ ^ I b^ 5. b^ ^ G ^L> Ti&12 ^ Zi/-- - /' 't- :(- L>C^yw~pr>J^-^C^k-iUCui-f lSj-‘'‘^-^-^ '.',v. "'V :/T3i4 ^ - "7 5” / ■'S-^T^I'^llA\S0!-■’ *)C -r '^OO y'^ y ;^.'?5 '^00 jjj>y^ ISiG // A5 p^nm ^ :• “• 1 ?^ / 4^)(.g3 17^3 FT'^ I S7A fT=^ I (s'd. t^/^!% 5 0 n5& a-^yl-^- yx>-^x^ jl 50 X , 75 13 13 ■f /!3l5 0^3 6 r^- /"^ 1 «* ' '^1 nvy nso <jf^ l<^ y , g3 /^5-3 Sc^S-^r^-^ / c^ J £X , 5> 3L'? ^ d> P/ f'«a£*' f'c) ■»c -^ . - • . '' '*'^'' ^stT^ vn X:% i-3.z::^y }M :i^m/>' CERTIFICATE OF APPROVAL SEWAGE SYSTEM HOLVJNG TANK \/i ii!•i®-E Sil 5 2 3 fid V&cmbeA /9_SS^ 1 This certificate has been issued this to certify that the sewage system installed as per sewage permit number indicated below has been approved for use by Otter Tail County, Minnesota. day of 'II ■i! 'siY'Z\i m.The premises covered by this certificate are legally described as:I L -S.1!Hoba/USec. ^ 7 137 RangeLake No. 56-360 Twp.Twp. Name \ ^W/■: :MWi Loti, 1 S 2, e.x tu i;rh m?|l Roland V. Ot&on;i Owner: Name \ It#'f ^III 626 SCi' 4thf CambnJidaz. MinnesotaAddressi! 5500SIZip No.M. 7599Permit No. SP Signed by:. IVMalcolmK. Lee. Land & Resource Management Administrator Oner Tail County, MinnesotaMKL-0987001 I 243,984 ^ Victor Lundeen Co.. Printers, Fergus Falls. Minnesota r oSHORELAND MANAGEMENT — COUNTY OF OTTER TAIL COUNTY COURT HOUSE Phone 218-739-2271 • Fergus Falls, MN 56537 APPLICATION FOR PERMIT TO INSTALL SEWAGE DISPOSAL SYSTEM Whit^ — Offic^ Yellow — Inspector Pink — Owner r- •75'7'75 «yWr-<^ <3l /fa ^ S^ . n Sm£t^ i^ A/ (j ljt\ j[\/u i/lj Permit No.,LEGAL DESCRIPTION AND Sif-3U? /lose n !3y Hoe^rg-LOCATION Lake No.Lake Name Lake Classif.Sec.TWP Range TWP Name IDENTIFICATION: Please Print All Information. Last Name Mailing Address — No. Street, City and StateFirstInitial Zip No.Tel. No. SU HTi^OLSOpJ /IolAwO Cfl^ ~OWNER 5S(X>^C/9msi^mG£:^ SEWAGE SYSTEM INSTALLER Name. Tf?/s System will be ready for inspection on.19. This space for office use only 19 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 l4i>LCit^G T4l\//<SCapacity Sq. ft.Sq/Ft. VSOFt.Ft.Ft.Distance from nearest well 25 Ft.Distance from lake or stream Ft.t. 10Distance from occupied building Ft.Ft.Ft. 10Distance from property line Ft.Ft.Ft. Distance from bottom to Water Table Ft.Ft.t. AH distances are shortest distance between nearest points IVc'i /RECORD OF TESTS: Inspection wrfs made on ., 19 , Xime By PERCOL/TION TEST DATA:Date of First /Test 9 . Rate Date of SsMnd Test 19 > Ra. 1st ^st Taken First Test 2nd Test 2^d Test Taken late Agreement: 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. 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. The undersigned hereby makes application for permit to install or extend Sewage Disposal System herein specified, agreeing to do all such work in 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 3.5- 7- gYIssued Date: Shoreland Management Office 9.0.00Fee $Rec # TT-A ^ I - 9^000 ^ o>f^ JlAyrM. ^ CeJlrU, ^ ^ ^ 000 Form No. MKL-032085 ^ ^ ' 1 Comments: 237,443 — Victor Lundeen Co., Printers, Fergus Falls, Minnesota 1 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 /Wft/3 — Office Yellow — lnsf:>ector Pink — Owner I4T (Sl i h ^ , I '7 znu, A/(iJ lyuj '5 6'717i^X'7v'-0\f / c' Permit No.,LEGAL C£ftr 'ssueoDESCRIPTION AND fi^ObE n 13?Ho 63h< /LOCATION Lake No.Lake Name Lake Classif.Sec.TWP Range TWP Name IDENTIFICATION:Please Print All Information. Mailing Address — No. Street, City and StateLast Name First Initial Zip No. Tel. No. OL SOrJ n Cc'HL St-H -/ 714 , -Cy t 'U _7^^OWNER •y CH)0 HjH \ X)G E T SEWAGE SYSTEM INSTALLER Name, This System will be ready for inspection on., 19^cA. (j? ‘ ^ This space for office use only (b'O-m ‘I'ld »<■■19 Date Rec'd Time Rec'd Phone Call Rec'd By Owner or Agent Signature 4NUMBER OF BEDROOMS:ESTIMATED COST:O.V^ SEWAGE DISPOSAL SYSTEM DATA: SEPTIC TANK SEEPAGE PIT DRAIN FIELD f^PLQtr-JG / 4) ly K 5r' /Capacity Sq. Ft. /SO Ft.Ft.Ft.Distance from nearest well At..25 Ft.Distance from lake or stream Ft. 10 Ft.Distance from occupied building Ft.Ft. 10Distance from property line Ft.Ft.Ft. Ft.FtDistance from bottom to Water Table t. AH distances are shortest distance between nearest points RECORD OF TESTS; Inspection made on II 19,,/rime m By PERCO TION TEST DATA:Date of First/Test ./IS , Rate Date of Second Test < 19 , R# /1st est Taken By Test Taken First Test 2nd TestBy/2 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. 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. r- 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 ^. yiojocxb - 3 -Issued Date; Shoreland Management Office 'W, OO Zd j.Fee Rec # f ILJi ^ I - I - f g.3Aj -» a.OOO pA.r^-:xeJ ^ ^ Q ^ OOP Comments: -p -z Form No. MKL-032085 237.443 — Victor Lundeen Co.. Printers. Fergus Falls. Minnesota ■• i 0-'^'Jt--^h>\ ' C\A/'r'^y\ -^isjXX <m\.INSPECTION RESULTS , Hi ‘-Inspector must make all measurementsa-'\ u■^i‘ SEWAGE DISPOSAL SYSTEM STATISTICS SEPTIC TANK SEEPAGE PIT DRAIN FIELDCATEGORYShould BeActual Should BeActual Actual Should Be Capacity GIs. GIs.S F S F S F n ^0Distance from Nearest Well F F F F F 75-^75Distance from Lake or Stream F F F F F Id16Distance from Occupied Building F F F F FFA7> )010Distance from Property Line F F F F F F z3 3Distance from Bottom to Water Table F F F F F F I I1^^ T&-Inspector’s Comment I7^ 75- TOJi ______>cay>-ixz5vN I ^ - 3 -J XZA V •' SS Pn Ui-£Lrv^r<iXi_ L (p ' 0-19^Date of Inspection ♦ E. MTime of Inspection (Z3iOpXJZtT ^ 3W Signature of InspectorINTERPRETATION OF ABBREVIATIONS GIs = Gallons SF = Square Feet F = Linear Feet '7z:jl X? ^ ^2^-^ Job Title MKL • 032085 • Backer Agency -4I ■ [ feetZirtesZ GRID PLOT PLAN SKETCHING FORMSca!^: Each grid equals ^ov^'2*-► ■rX-V-/^19 QB .Dated:________________ ______ -. ■ ■ ■ .- . , Signature—I----------- ''5\Please sketch your lot indicating setbacks from road right-of-way, lake and sidevard far each building currently on lot and any proposed structures. •t L^fi r\h !I c\'A\ oVT1 I I |F- C--I i JC~ o • c.>> i r> i u» Cb '' Gfi i j 0\} i!II i -«rVS>■i>00 \) ii J’T1 ^ O Q\ taR \r U> V\'1 !rv. p ^ $ ' N N'ir\ ; -i \■< >-;1I ^'is;>-"'•n- , o^ ' a O>»n?>rt -I'1a ib o <■1. t \* >I lilKL-0871-029 A \I 21598 7@ VICTO* LUNOEEN CO . PHIMTCRS. FERCU9 FALLS. UtNN.t Q C:,DO ^ y^ M )( /J^ 'f U ■ aXxzJi ^__ CjdaK>^Ln3^^y:i, yOJC^y MeVyr^ X 5 37^ +- u>o t^/Ac^ /^ j C) 0^ Department of LAND & RESOURCE MANAGEMENT COUNTY OF OTTER TAIL Phone 218-739-2271 Court House Fergus Falls, Minnesota 56537 MALCOLM K. LEE, Administrator April 26, 1988 Roland Olson 626 S.W. 4th Cambridge, MN 55008 RE: Septic System for Stender's Resort on Rose Lake (56-360). Dear Mr. Olson: Enclosed please find an application for a Sewage Disposal System Permit which you should sign and return to our office. Your drawing dated April 18, 1988 indicates that you propose two holding tanks. Apparently one tank will serve cabins 1-4 and the second tank will serve cabin #5, a proposed future cabin, and a shower house which would serve five campsites. This is the information I used to size each tank. Please note, I figured in a future two bedroom cabin as per your request, however, this does not insure that this cabin could be added at a later date. A resort expansion, as you are aware must be reviewed by the Otter Tail County Planning Commission and approved by the Otter Tail County Board of Commissioners. Upon receipt of your signed Sewage Disposal System Permit Application, we will issue you a permit which would allow the installation of the holding tanks as per your request. If you have any questions regarding this matter, please contact our office. Sincerely, ^ 74b Bill Kalar Asst. Administrator SHORELAND MANAGEMENT ORDINANCE - DIVISION OF EMERGENCY SERVICE - SUBDIVISION CONTROL ORDINANCE SOLID WASTE ORDINANCE SEWAGE SYSTEM CLEANERS ORDINANCE - RECORDER, OTTER TAIL COUNTY PLANNING ADVISORY COMMISSION RIGHT-OF-WAY SETBACK ORDINANCE FUEL AND ENERGY COORDINATION April 18,1988 Bill Kahler Zoning Administrator Otter Tail County- Dear Mr. Kahler; Enclosed are a check for Sewage system permit and a scaled sketch for proposed sewage system at the former Stender Resort, Rose Lake, Hobart Township. Because of the cost factor, we are proposing holding tanks as a temporary solution with a lift pump and drain field to be added in the future. Shower house would have to accomadate five campsites, all cabins are two bedrooms. We are open to any help or suggestions that you could provide regarding this matter. Sincerly, Roland Olson 626 S.W. 4th. Cambridge, Mn. 55008 (612) 689-J639