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Address: 3217 State Hwy 134 Cambridge,Lot 1 CSM 14742 Public Health Madison&Dane Co.POWTS Inspection Report POWTS Type County: Mound;>24"Suitable Soil;New Dane Plumber. MP/MPRSW X: Sanitary Pemlx Number. Steve Crosby 227009 13-2018-00020 Permit Holden. [I City I I Village [X I Town of: State Plan ID Combos. Holtzman Rev Living Tr,Jon E Deerfield n/a CST BM Eley. Mop.BM Eley. BM Description:(same as CST BM) Tax Parcel ID Number. 100.00 100.00 Top of Lot Stake NW lot corner El.o 100.0' 0712-364-9050-0 (one of them cony.To 100.0') Total Bedrooms 4.00 Design Flow(gpd) 600.00 Proposed: Soil Loading Rate 0.6 gpd/ft' %Slope(25%Max) 2 Min.Basal Cell Area sq ft 1000.00 1020.00 Limiting Factor(Bedrock-Mottling-N/A) 0 inches Min.Dist.Area Req.sq.ft 600.00. 600.00 Fill Loading Rate 1.00 gpd/fta TANK INFORMATION-OK HI ELEVATION DATA TYPE MANUFACTURER CAPACITY(gallons) STATION BS HI FS ELEV. Septic/Pump 2 Compt-Meade-New 819/467 0 0 1286 Benchmark-usedstake cell/gmde/rontourfa112018gonefor lnsp. 0.00 Septic Meade-New 0 0 650 Benchmark-see TP/transfer BM below 107.20 107.20 Anchoring Calculations n/a ST/HT Inlet- 107.20 8.83 98.37 Sepik TankManheka Read/Pad:® ST/HT Outlet 107.20 9.10 98.10 TANK SETBACK INFORMATION-OK FA Vertical$<15 INSP- DT Inlet 0.00 Horizontal it-h<tso'INSP"140' DT Outlet 0.00 TANKTO: P/L Well Building Vent toAirintake r--------- DT Bottom-Pad 107.20 12.30 ) 94.904 Septic >2'0 >25'E+ >5'0 - D-Box/Header/Manifold 107.20 4.38 102.82 Dosing >2'RI >25'0 >5'RI >10'RI middle-top of Orenco Filter From Pad Top of ST cover Mat the manhole riser)-TP 107.20 3.20 104.00 Aeration BM-Transfer from Top of ST-Top of Ledge-bottom of Shed siding 105.60 1.60 104.00 Holding HI/New BM-Transferred 105.60 5.60 100.00 Length of Sewer Pipe 1<1oo'-dean outreguired) S'New from new cleanout to ST, 4"Sch 40 PVC ASTM 01785. I 0.70 Top of Pipe(min.625 over SE) 107.20 4.40 102.80 (remaining Building sewer exiting,unknown length/layout) Proposed 0.70 Bottom of Bed-SE(prop.102,min.5'fill) 107.20 5.10 102.10 PUMP/SIPHON INFORMATION-OKB For GPM proposed: up to"2S TIM ok OK Grade(prop.Upper contour 101.5) 107.20 5.80 101.40 Manufacturer. Zoeller 0 oemana-6PM GPM 58.98 0.00 Model Number. 140 0 58.98 Lift8.00 . 0.00 Lift Friction Loss: system Head: TOO: Friction Loss 3.39 0.00 r- - 8.00 r 2.81 3.25 14.06 System Head 3.25 0.00 Forcemain: Lengtn:(n) Dia:pill Dist.to well: TON 14.64 I 0.00 Sch ao PVC ASTM 41.50 2.00 >25'RI FM Length(feet) 50 trade-when conrour/cdlkWout-upper conrour(eldn'erecord shors) 101.50 • 01785 Filter OrencoBloTubeFT0822-148-FSO FllterAlarm: NoFllterAlarm FMDiam(lnches) 2 SOIL ABSORPTION SYSTEM-OK 0 Total Width 23.00 Total Length 76.00 Each Cell same width/length 0 Width(ft):® Length(ft):Id Number of Trenches/Cells:® Manufactures 1 BED/TRENCH DIMENSIONS 10 60 1 LEACHING n/a SETBACK INFORMATION system To: PABuilding well I Lake/Stream CHAMBER/UNIT Model Number. >5'0 >10'171 >S0'min ot >50'0 n/a DISTRIBUTION SYSTEM 6 laterals 6.00 II orlflces/lateral 15.00 Total 8 orifices 90.00 Header/Manifold Distribution Pipes center fed manifold from forcemoln I Lateral distance ft-sides ofbed 52' 1.67 end of bed(6--z•max) 1.00 Length(ft): Dia(In): Length(ft): Dia(In): spacing In Hale Size*(In): Hole Spacing*(In): Cell: Vent to Air Intake: 6.66 2 29.00 1.5 3.33 3/16 24.00 c25'lb Observation Pipes 11/cell 2 located: at 6'ln from each cell end i Upslope(ft): Width: 6.00 Depth: 0.500 Downslope(ft): Width: 7.00 Depth: 0.70 Prop.Dist.Cell: Depth(ft) Min 0.79 Prop 0.80 l Endslope Length(ft) 8.00 SOIL COVER Mound or At-Grade Systems Onlyte 1 X 1 Pending I X I Pending Depth Over >12"min 0 DepthOver >6"min 0 Depth Of Topsoil** >12"0 Seeded/ (lyes Mulched** Ilyes Bed/Trench Center Bed/Trench Edges Sodded** I INa [1No COMMENTS DATE: 8/13/2019 ok'd to plow/sand(moisture/laterals) Plow/sand date: 8/13/2019 DATE: 8/14/2019 Tanks DATE: 8/14/2019 Drainfield DATE- 8/14/2019 final-ok to backfill&cover,locking devices and warning labels in process of being installed Replacement system-exist tanks/drainfield comments(abandoned,pumped-date/professional,etc): Seed/sod/mulch drainfield area ASAP Well Status existing-no exact details,well on site plan for house on adjacent parcel maybe connected to this parcel NO known Sewage pump/grinder(if known) - Ken Meier 224144 Date(s): Staff: Steve Crosby 227009 Moisture/laterals: 8/13/2019 Plumbers Name/Signature Certification Number Plan Revision Required? [ I Yes Tanks: 8/14/2019 MDL Marla Delaruelle 254368 I X I No Drainfleld: Inspector Name/Signature Certification Number