Loading...
HomeMy WebLinkAboutReview Checklist , TOWN OF YARMOUTH . SEWAGE PLAN REVIEW CHECKLIST Location: A.M. #/g Lot Zone of Contribution: In Out_ Acreage 4 Commercial: Residential: ✓ Street: 6/ h tet'/ L"„ - Village: )f _fc,ge /- Floor Plan: QS1 #Bedrooms: Owner: -)4-47#S .fi -,a h n r) Installer Address: ,92,,92, Siv s LS Phone: Phone: ------ Builder: Engineer: Pew !Yl� e...., Address: Phone: 5 11-77 53/3 Phone: N/A YES 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 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.: V„ 8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: V 9.Leaching minimum 100 ft from wetlands Var.: .,- 10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V 11.Tank/leaching minimum 10 ft from property line Var.: 12. System meets all other setback requirements Var.: l 1/13.Uses adjustment for maximum high groundwater Var.: V 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 V 16.Proposed contours are suitable V 17. System meets slope requirements-min. 1/8", '/a"preferred //A 18. System meets breakout requirements PVC liner: Wall: t/ 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 i/ 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: V 32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature 8 GA. I 33.H-20 loading is subject to vehicular traffic,groundwater 14E "i %4j 1 . ✓ 34.Title V Application and permit fee, installer signature C) 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 hi Assessor's Map V Plan reviewed by: Qr v9I �� 6/03/03 e Elk ec.,c, sk-S 4e v i or( ec), e- 4.