HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. `U D Lot '70 Zone of Contribution: In_ Out_Acreage
Commercial: Residential:
Street: r k i t I' 1 AiCA 6reejl> l/�/ L�
Village: `J F L/�
or Ian: # Bedrooms.
Owner: Installer:___ qi. j�
Address: Phone: 1�'
Phone:
Builder:
Address: Engineer: D - m -it...)
ri �.
Phone: Phone:
1. Required#of copies received I N/A YES I NO
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 B�
4. Foundation 2 ft above highpoint of road
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g H.P.: Fnd: Var.: e- --
5. Water line 10 ft from septic components Var.: i -
6. Benchmark indicated and shown-NGVD if near wetlands ( Q/
7. Septic tank minimum 10 ft from foundation, deck Var.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I I /,j-
9. Leaching minimum 100 ft from wetlands Var.: / e../
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11. Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.:
1 14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: i 17.
15. System not in top or subsoil (A.B horizons)or 5' r I
emoval I L/
16. Proposed contours are suitable C.-•*/
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 f [/
24. Manhole covers within 6"of grade, pump chamber cover to grade v
25. Inspection port on plastic chambers/leach field �I
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
29. Vent provided if leaching below 3 feet,under driveway/parking ./
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30. Buoyancy calculations for tank/pump chamber 1.31. 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 s/
34.Title V Application and permit fee, installer signature C -1
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: