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Review Checklist TOWN OF YARMOUTH Lc,, SEWAGE PLAN REVIEW CHECKLIST U Location: A.M. 1 Lot 1 01 Zone of Contribution: In JC Out_ Acreage , 2-g Commercial: Residential: J( Street: 1 ( 11/1 `Vi&ORAM, . Village: 4 /A114a4..L. Floor Plan: ✓ #Bedrooms: 2-- Owner Installer: 6 D -1- R 0 LA 4" Address: Phone: Phone: Builder: Engineer: 1: t SS 12 j vr. r -Uhl . Address: Phone: �J Phone: N/A YES SATO 1.Required#of copies received 2.Date of soils exam and percolation test not older than 2 years ✓ 3.4-5 ft of naturally occurring pervious material, above water table sga 4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: v 5.Water line 10 ft from septic components Var.: 6.Benchmark indicated and shown=NGVD if near wetlands 7.Septic tank minimum 10 ft from foundation, deck Var.: 8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 9.Leaching minimum 100 ft from wetlands Var.: t.--"-- 10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: v------ 11.Tank/leaching minimum 10 ft from property line Var.: t . 12. System meets all other setback requirements Var.: 13.Uses adjustment for maximum high groundwater Var.: 14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: 15. System not in top or subsoil(A,B horizons)or 5'removal ✓ 16.Proposed contours are suitable ✓- 17. System meets slope requirements-min. 1/8", 'A"preferred . t/ 18. System meets breakout requirements PVC liner: Wall: 19. Specified tee sizes are proper, gas baffle on outlet tee 20. Sewage is under 10,000 gpd for parcel 21.No garbage disposal 22. System adequately sized for its intended use 23.Minimum 6"stone or compacted below tank and dbox ` 24.Manhole covers within 6"of grade,pump chamber cover to grade 25.Inspection port on plastic chambers/leach field ✓ 26.Electrical permit for pump chamber/Separate meter for duplexes ✓ 27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size 28. Septic tank/pump chamber to be factory waterproofed t .✓ 29. Vent provided if leaching below 3 feet,under driveway/parking 30. Buoyancy calculations for tank/pump chamber N 31.Engineer to inspect and certify soils: wall: commercial: 32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature 33.H-20 loading is subject to vehicular traffic, groundwater ✓ 34.Title V Application and permit fee, installer signature oundation footingmin. 2 feet above � adjustedground water for new house ei,:. Restriction required max. Z #bedrooms: max. flow: gpd . Check area lots for groundwater/Label groundwater in Assessor's Map Plan reviewed by: (11/144.----- 6/03/03