HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 73 Zone of Contribution: In_ Out_ Acreage/(M
Commercial: Residential:
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Street: 7 cF.G P7/ . -S-4-47.10/='y
Village: ( Floor Plan: 1...---"°. #Bedrooms:
Owner: NQ,,,,.. We,c_)ez 0010 Installer: !_i r?'C,
Address: y Phone:
Phone:
Builder: Engineer: Ems-v - yd.,L,
Address: Phone:
Phone:
N/A YESJ NO
1. Required#of copies received _ z!
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.: /
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.: v
13.Uses adjustment for maximum high groundwater Var.: f
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-nun. 1/8", 1/"preferred
18. System meets breakout requirements PVC liner: Wall: v
19. Specified tee sizes are proper, gas baffle on outlet tee /�
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal ' \/7
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox 1.-----'
24. Manhole covers within 6"of grade,pump chamber cover to grade t .
25. Inspection port on plastic chambers/leach field ✓
26. Electrical permit for pump chamber/Separate meter for duplexes V/
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size V
28. Septic tank/pump chamber to be factory waterproofed %/
29. Vent provided if leaching below 3 feet,under driveway/parking V/
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 ✓ 440'
34.Title V Application and permit fee,installer signature v
35.Foundation footing min. 2 feet above adjusted ground water for new house
36. Deed Restriction required max. #bedrooms: max. flow: gpdf
37. Check area lots for groundwater/Label groundwater in Assessor's Map f
PIan reviewed by: ct4vJ.a a4-2,-----____
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