Loading...
HomeMy WebLinkAboutReview Checklistr TOWN OF YARMOUTH 701,,e, = , , ., .,.._,,,.w SEWAGE PLAN REVIEW CHECKLIST �� 17�, Location: A.M. j 9 / Lot / Zone of Contribution: In c OOut Acreage a �*/� + Commercial: 'C Residential: Z Street: trees: c� V/ I/? �`� 2 Village: g ry J Floor Plan: �! #Bedrooms: J Owner: ,,iu a',_, etk-q)6/Q7d Installer: 7),9'.04- Address: /?Address: Phone: Phone: Builder: Engineer: /\��G e'1 j/ '.�% Address: Phone: �2- _- _ Phone: (G(llij yrl/ < q' IT(4P-4-1 N/A YES _ NO 1.Required#of copies received pV/ 2. Date of soils exam and percolation test not older than 2 years 1 ,....---- 3.4-5 ft of naturally occurring pervious material, above water table L------ 4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: t.----- ' 5. Water line 10 ft from septic components Var.: 6.Benchmark indicated and shown-NGVD if near wetlands t__- ' 7. Septic tank minimum 10 ft from foundation, deck Var.: Lam/ 8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 1.----- 9. l9.Leaching minimum 100 ft from wetlands Var.: L/' 10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: `/ 11. Tank/leaching minimum 10 ft from property line Var.: Y /1312. System meets all other setback requirements Var.: r t.......„....,-- 13. . Uses adjustment for maximum high groundwater Var.: 1./r 14. Leaching set 4-5 ft above adj.water or bottom of test hole Var.: l� 15. System not in top or subsoil(A,B horizons)or 5'removal (....------ 16. /16.Proposed contours are suitable ar 17. System meets slope requirements-min. 1/8", 'A"preferred L/ 18. System meets breakout requirements PVC liner: Wall: �/ 19. Specified tee sizes are proper, gas baffle on outlet tee k....-r • 20. Sewage is under 10,000 gpd for parcel t...--- 21. �21.No garbage disposal _ 22.System adequately sized for its intended use 1� 23.Minimum 6"stone or compacted below tank and dbox 1 24.Manhole covers within 6"of grade,pump chamber cover to grade 1� 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 ._i^ 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 c_.------ 37.Check area lots for groundwater/Label groundwater in Assessor's Ma _.----- Plan .- `Plan reviewed by: ��' 6/03/03