HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. cS Lot//�� ,, a 7 Zone of Contribution: In Out Acreage /4 /Uv
Commercial: Residential:
Street: 7C i/6,r t �� ,
Village: Floor Plan:
Bedrooms:
Owner: ' \C t. r- k l-7 C -' c,I Installer: /D %� rr .
Address: / Phone:
Phone:
Builder: Engineer: /7 0 c.A.-) N CC- p
Address: Phone:
Phone:
N/A YES NO
1. Required#of copies received V'
2. Date of soils exam and percolation test not older than 2 years V
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.:
5. Water line 10 ft from septic components Var.: / :
6. Benchmark indicated and shown-NGVD if near wetlands V
7. Septic tank minimum 10 ft from foundation, deck Var.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: t�
11.Tank/leaching minimum 10 ft from property line Var.: Ll
12. System meets all other setback requirements Var.: _-----
13. Uses adjustment for maximum high groundwater Var.: /, I
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 v
17. System meets slope requirements-min. 1/8", '''4"preferred Li
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 1/
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 V
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 III/// /'
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 '
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: ( Z.. _I._________ _ 60101