HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot f/ i j 3 Zone of Contribution: In Out Acreage
) tir,i ,7( ct/
Commercial: Residential: t�_-
Street: y
Village: y Floor Plan: #
Bedrooms: j
Owner: , i �F f "t .- -
,� �- v : �j "-{1 � LtlStallertt%(„,v",oi 21. 7,.Cc,1 C.'Lvv. 4' c'C-�`�7
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Address: ` A,,./; , , 5- t/ Phone:
Phone: / J ivi7)
Builder: Engineer:
Address: C., J/'1, c" Pi.),✓ICk-' .b'}
Phone: Phone: A ;).1 L /%13
N/A YES 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.: Fnd: Var.: J --
5. Water line 10 ft from septic components Var.: I J 6. Benchmark indicated and shown-NGVD if near wetlands I
7. Septic tank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I
9. Leaching minimum 100 ft from wetlands'-. _ Var.: I I
✓
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: v,
11. Tank/leaching minimum 10 ft from property line Var.: v,'-2
112. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.: r•
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 I `/
17. System meets slope requirements-min. 1/8", %"preferred •
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
23.Minimum 6"stone or compacted below tank and dbox ✓
ti
24. Manhole covers within 6"of grade, pump chamber cover to grade I V
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 y
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 • y
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:
37. Check area lots for groundwater/Label groundwater in Assessor's Map gpdII J
Plan reviewed by: _-." - -
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