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HomeMy WebLinkAboutReview Chekclist TOWN OF YARMOUTH SEWAGE PLAN REVIEW CHECKLIST Location: A.N1. ?If Lot /4/ Zone of Contribution: In�1// Out_ Acreage/3,/ SVO Commercial: Residential: 4,-- Street: a / /4 r 3 C) r---- Village: Floor Plan: #Bedrooms: 3 Owner: Ker N / 5 Installer: C -g C ©j9 S e p7;c S e r v; c -e- Address: eAddress: Phone: cog -_775- - 02 s d -- _-- Phone: 6 1 7 5-7„)...- 7/ ! s"-- Builder: Engineer: _---- --- - ,k.-nJ s i iv.e e f , ,v c� (--7c,cr k.s Address: Phone: tin &7 y 2 2 .- 5 3 '3 Phone: N/A YE), NO 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 4.Foundation 2 above high point of road H.P.: Fnd: Var.: 5.Water line 10 ft from septic components Var.: V ft 6.Benchmark indicated and shown-NGVD if near wetlands 7. Septic tank minimum 10 ft from foundation,deck Var.: I V-' 8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: _ 9.Leaching minimum 100 ft from wetlands Var.: J 10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 11.Tank/leaching minimum 10 ft from property line Var.: V 12. System meets all other setback requirements Var.: 13.Uses adjustment for maximum high groundwater Var.: V. 14.Leaching set 4-5 ft above adj. water or bottom of test hole Var.` V 15. System not in top or subsoil(A,B horizons)or 5' removal 16.Proposed contours are suitable t - 17. System meets slope requirements-min. 1/8", 1/<"preferred /1918. System meets breakout requirements PVC liner: Wall: 1.------ 19. . Specified tee sizes are proper, gas baffle on outlet tee ✓. 20. Sewage is under 10,000 gpd for parcel l - 21.No garbage disposal - 22. System adequately sized for its intended use , - --)► 23.Minimum 6"stone or compacted below tank and dbox v 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 29. Vent provided if leaching below 3 feet,under driveway/parking 30.Buoyancy calculations for tank/pump chamber 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 l 35.Foundation footing min.2 feet above adjusted ground water for new house 36.Deed Restriction required max. #bedrooms: max. flow: gpd ,� 37. Check area lots for groundwater/Label groundwater in Assessor's Map Plan reviewed by: - 60303