Loading...
HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH ' SEWAGE PLAN REVIEW CHECKLIST Location: A.M. /11 Lot 7/ Zone of Contribution: In Out Acreage Commercial: Residential: Street: R-6?j �2?� Village: ^6(� di,6Floor Plan: #Bedrooms: Owner: ()asr //< v 4.J,c C�Z.P/i Installer: # rrY Address: Phone: /VS-- 5”3 Phone: Builder: Engineer: C�Q(� CG Address: Phone: U 362,7-0 ._ - Phone: be/7 /6v't' ( l' -e'l r /wP 071(-6 /5 /1417 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 t/ 4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: (....------ 5.Water line 10 ft from septic components Var.: t..:.------ 6.Benchmark indicated and shown-NGVD if near wetlands L./" 7. Septic tank minimum 10 ft from foundation, deck Var.: \-- 8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: k/ 9.Leaching minimum 100 ft from wetlands Var.: L.------ 10. -/10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 11.Tank/leaching minimum 10 ft from property line Var.: \..---•'-- 12. System meets all other setback requirements Var.: L/ 13.Uses adjustment for maximum high groundwater Var.: \/ 14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: C, 15. System not in top or subsoil(A,B horizons)or 5'removal l. /,' 16.Proposed contours are suitable 17. System meets slope requirements-min. 1/8", '/a"preferred 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 Q.-// 24.Manhole covers within 6"of grade,pump chamber cover to grade L/ 25.Inspection port on plastic chambers/leach field C 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 ,-4 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. 134.Title V Application and permit fee,installer signature ._/-- 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: Cik' ' 6/03iO3