HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 9•0 Lot 3 Zone of Contribution: In Out- Acreage,-, Q,S Ob
3 -F/ Commercial: Residential:
Street: // 11 �"�
e PC i ox) 4J�,
Village: /Floor Plan: 1/ #Bedrooms: .q
Owner: //t C w. Mc� ,c)-Y\4 f � Installer: R.Q<<j go f,ei--
Address: Phone:
Phone:
Builder: _ Engineer: M Cx/ e
Address: _ Phone: /` s"
Phone:
N/A Y / NO
1. Required#of copies received
2. Date of soils exam and percolation test not older than 2 years
3. 4-5 ft of nattually occurring pervious material, above water table l
4. Foundation 2 ft above high point of road H.P.: Fnd: 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.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: I .-----
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.: t/
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. Proposed contours are suitable I
17. System meets slope requirements-min. 1i8", %"preferred _
18. System meets breakout requirements PVC liner: Wall: I
19. Specified tee sizes are proper, gas baffle on outlet tee i /...--
20. Sewage is under 10,000 gpd for parcel i
21. No garbage disposal
22. System adequately sized for its intended use l -`
23. Minimum 6"stone or compacted below tank and dbox
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field c -
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 tankpump chamber to be factory waterproofed -)---
29. Vent provided if leaching below 3 feet,under driveway/parking
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature j c.�
33. H-20 loading is subject to vehicular traffic, groundwater
34. Title V Application and permit fee, installer signature t
35. Foundation footing min. 2 feet above adjusted ground water for new house i l
36. Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map I l
Plan reviewed by: s-e'09'C at-el---