HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 39 Lot p2,4c6-- Zone of Contribution: In __ Out c.--- Acreage /0720o
Commercial: Residential: r',--
Street: G Sc ,.,p 1/
Village: Floor Plan: 3_
� # Bedrooms:
Owner: Installer: 5 9 /3
Address: _ Phone:
Phone:
Builder: Engineer: /7 8 S /,ti U i ro 10 w..<N4C-1
Address: Phone:
Phone:
• N/A YES I 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 -
4. Foundation 2 ft above high point of road H.P.: End: 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.: i
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
I -
_
9. Leaching minimum 100 ft from wetlands Var.:r. -
Var.:
_
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V I
11. Tank/leaching minimum 10 ft from property line Var.: I
Via//
12. System meets all other setback requirements Var.: V
13. Uses adjustment for maximum high groundwater Var.:
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. Pro.osed contours are suitable
17. System meets slope requirements-nun. 1/8", 1 preferred
�J -
18. System meets breakout requirements PVC liner: _ Wall: I
19. Specified tee sizes are proper, gas baffle on outlet tee ,`//
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20. Sewage is under 10,000 gpd for parcel
21. No garbage disposal
22. System adequately sized for its intended use I -
23. Minimum 6"stone or compacted below tank and dbox ✓/ I
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
V.
27. Pump system-2"line,weep hole,check valve, tee in dbox, pump size tf
2S. Septic tank/pump chamber to be factory waterproofed , j
29. Vent provided if leaching below 3 feet,under driveway/parking
I -
30. Buoyancy calculations for tank/pump chamber - -
31. Engineer to inspect_and certify soils: wall: commercial: 7
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature j
33. H-20 loading is subject to vehicular traffic, groundwater _
34. Title V Application and permit fee, installer signature t�
in
35. Foundation footing m . 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 I
Plan reviewed by: t
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