HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. /vim), Lot /d,J Zone of Contribution: In Out ,,- Acreage //) 77.1_
Commercial: - Residential:
Street: Ai e r i=� �'- ---
Village: Floor Plan:
#Bedrooms:
Owner: Installer: aat r ro v EX"e ri 71
' ,
Address: Phone:
Phone:
Builder: Engineer: 1� S
Address: Cr-�'"lam
Phone:
Phone:
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.: !ice --
5. Water line 10 ft from septic components Var.: I / --
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.: L_ -
7c_
9. Leaching minimum 100 ft from wetlands Var.: I ,�
10. Leaching minimum 150 ft from drinking well/25 ' gation we Var.:'
11. Tank/leaching minimum 10 ft from property li e ar.: e/
1 12. System meets all other setback requirements Var.: \` a�
13. Uses adjustment for maximum high groundwater Var.:
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: e.- I
15. System not in top or subsoil(A,B horizons)or 5' removal I
16. Proposed contours are suitable L`
17. System meets slope requirements-min. 1/8", 'A"preferred t`
__18. System meets breakout requirements PVC liner: Wall: Yr-
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel 17
21.No garbage disposal
22. System adequately sized for its intended use I
23.Minimum 6"stone or compacted below tank and dbox I Lam, I
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field Et/'
26. Electrical permit for pump chamber/Separate meter for duplexes
27.Pump system-2"line,weep hole,check valve, tee in dbox, pump size i./
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking C..----
30. Buoyancy calculations for tank/pump chamber I V/I
31.Engineer to inspect and certify soils: wall: commercial: I .
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature 17
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: gpd
I 7 - -
37. Check area lots for groundwater/Label groundwater in Assessor's Map I I
Plan reviewed by: ._el . _ A.-1
6- /'� 3