HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot Zone of Contribution: In_ Out /_ Acreage
Street: 4/C l7/<r C "tc: $ Dr-
Village: Commercial: Residential:
J Floor Plan: v # Bedrooms: 3
Owner: Installer: 1._v ry c r- C A RJ_e_
Address: Phone:
Phone:
Builder: •
Engineer: t--1 ��� 'n.} tary. oc, r e v
Address: Phone:
Phone:
N/A YES NO
1. Required#of copies received
2. Date of soils exam and percolation test not older than 2 years v
3. 4-5 ft of naturally occurring pervious material, above water table v -4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: .....---
5. Water line 10 ft from septic components Var.: t/ -
6. Benchmark indicated and shown-NGVD if near wetlands 1j
7. Septic tank minimum 10 ft from foundation, deck Var.: I L/
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 1./9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: v
11.Tank/leaching minimum 10 ft from property line Var.:
1 12. System meets all other setback requirements Var.: \`` v
13. Uses adjustment for maximum high groundwater Var.: Ls.'"
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 e�
17. System meets slope requirements-min. 1/8", %"preferred G..-
__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 I ✓
23.Minimum 6"stone or compacted below tank and dbox I
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 z/
28. Septic tank/pump chamber to be factory waterproofed c/
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
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
37. Check area lots for groundwater/Label groundwater in Assessor's Map
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Plan reviewed by: CLI-+-a (,Z„ -
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