HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3 V Lot ( Zone of Contribution: In_ Out_✓Acreage 7EO o
Commercial: Residential:
Street: if A t/e -7j
Village: / Floor Plan: j # Bedrooms:_ _
Owner: InstaIler: 4:-- ,/.,;..c. a r O
Address: Phone:
Phone:
Builder: Engineer: AS or v-4,7
Address: Phone:
Phone:
N/A YES I NO O
1. Required#of copies received f
2. Date of soils exam and percolation test not older than 2 years I ✓
3. 4-5 ft of naturally occurring pervious material, above water table 1,2
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
7. Septic tank minimum 10 ft from foundation, deck Var.: t
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: � i V\,-
10.
./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.: ✓
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: \7.
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", ',!"preferred
18. System meets breakout requirements PVC liner: Wall: I "
19. Specified tee sizes are proper, gas baffle on outlet tee V
20. Sewage is under 10,000 gpd for parcel
21. No garbage disposal
22. System adequately sized for its intended use
V23. Minimum 6"stone or compacted below tank and dbox ," j
t 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
28. Se tic tank/pump chamber to be factory waterproofedV.:1
29. Vent provided if leaching below 3 feet,under driveway/parking
� 1
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify _ soils: wall: commercial: I
32. Engineer/Registered Sanitarian and Land Surveyor stampsisignature j
33. H-20 loading is subject to vehicular traffic, groundwater 1
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 f
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: