HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. l/5j Lot 0� ��
Zone of Contribution: In Out Acreage 6 Q D-I--
Commercial: Residential: 1.--._
Street: 6/9 -l'r-f+ , scj 1.3 e r CV 1 N
/ /Z
Village: / Floor Plan: # Bedrooms:
Owner: Installer: RE �
Address: �' ��
Phone:
Phone:
Builder: Engineer: L-S C r
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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
3. 4-5 ft of naturally occurring pervious material, above water table I.4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: G/
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.: __ - -
9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking we11/25 ft irrigation well Var.:
11. Tank/leaching minimu 120 rom property line Var.: 5"?'
1 12. System meets all other set'ack 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.: l
15. System not in top or subsoil (A,B horizons)or 5' removal
16. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", '''A"preferred F
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 4
21. No garbage disposal
22. System adequately sized for its intended use 2
23.Minimum 6"stone or compacted below tank and dbox v/
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field e.
26. Electrical permit for pump chamber/Separat lexes- ----- -
27. Pump system-2"line,weep hole,check valve, tee in dbox,pump size ��
28. Septic tank/pump chamber to be factory waterproofed G/
29. Vent provided if leaching below 3 feet,under driveway/parking L/
30. Buoyancy calculations foriank/pump chamber
31. Engineer to inspect and certify --- soils: wall:- ---commercial: - f/
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33.H-20 loading is subject to vehicular traffic,groundwater _ 4�
34.Title V Application and permit fee,installer signature
35. Foundation footing min.2 feet above adjusted ground water for new house
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36. Deed Restriction required max. #bedrooms: max. flow: gpd I t/
37. Check area lots for groundwater/Label groundwater in Assessor's Map V
Plan reviewed by: _ - c o;o;