HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. l, ( Lot /O Zone of Contribution: In_ Out 'Acreage/0 pp -
/ Commercial: Residential:
Street:_9 SI'v�` e/ Ael
Village: (� Floor Plan: # Bedrooms: �S3
!
Owner: Installer: /�._.�i `)
Address: Phone:
Phone:
Builder: Engineer: FJc L c,-7y jNc,i r-Om .
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
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.: l .
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.: I ig
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I / .9. Leaching minimum 100 ft from wetlands Var.: fr
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: -
11.Tank/leaching minimum 10 ft from property line Var.: jV
12. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.: _ 1 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 I I .
16. Proposed contours are suitable v
17. System meets slope requirements-min. 1/8", '/"preferred I v
__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 L,/
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 ✓ 1
25. Inspection port on plastic chambers/leach field A/
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 I/
29. Vent provided if leaching below 3 feet,under driveway/parking `/
30. Buoyancy calculations for-tank/pump chamber 4/
31. Engineer to inspect and certify soils: wall: commercial: I/
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32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature /
33.H-20 loading is subject to vehicular traffic,groundwater V
34.Title V Application and permit fee,installer signature t/
35.Foundation footing min. 2 feet above adjusted ground water for new house V.
36. Deed Restriction required max. #bedrooms: max. flow: gpd v"
37. Check area lots for groundwater/Label groundwater in Assessor's Map ✓'
Plan reviewed by: _ c;c:
3 _a,2 , a� -