HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. /; K Lot S. Zone of Contribution: In Out ie Acreage
l3Y � � Commercial: Residential:
Street: r► 1k 0 D L.
Village: Floor Plan: ff Bedrooms: 3
Owner: Installer: C4j,4 s e / rn 6,J-Gf. w
Address: Phone:
Phone:
Builder: Engineer: ri T ,"6,:€. .e S/.S J
Address: Phone
Phone:
- N/A YES NO
1. Required#of copies received V'
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.: t/
5. Water line 10 ft from septic components Var.: 1"6. Benchmark indicated and shown-NGVD if near wetlands e-/-
7. Septic tank minimum 10 ft from foundation, deck Var.: . _.4---:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.:
1 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.:
15. System not in top or subsoil(A,B horizons)or 5' removal t'
16.Proposed contours are suitable , f
17. System meets slope requirements-min. 1/8", '''/"preferred 1/IV:
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 t./
23.Minimum 6"stone or compacted below tank and dbox t
24. Manhole covers within 6"of grade, pump chamber cover to grade 1
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 t.. -
28. Septic tank/pump 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 f
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 V
36.Deed Restriction required max. #bedrooms: max. flow: gpd I V
37. Check area lots for groundwater/Label groundwater in Assessor's Map M/
Plan reviewed by: ' 60,
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