HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / Lot oO Zone of Contribution: In_ Out Acreage /o
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, Commercial: _ Residential: 4
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Street: J 1 Ak r44: A.,' Av -4-
Village: Floor Plan: ' 1
-_ V # Bedrooms:
Owner: Installer: cOz,few 474sC'
Address: Phone:
Phone: - -
Builder: Engineer: Mc`,.e I- f ._caw_ .
Address: _ Phone:
Phone:
N/A YES NO 1
1. Required# of copies received
2. Date of soils exam and percolation test not older than 2 years I
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.: _ .
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.:
t/
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.: L
11. Tank/leaching minimum 10 ft from property line Var.: 1 r/
12. System meets all other setback requirements Var.:
q
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. Pro.osed contours are suitable
mss-
17. System meets slope requirements-nun. 1/8", !4"preferred f/
18. System meets breakout requirements PVC liner: Wall: f i/
19. Specified tee sizes are proper, gas baffle on outlet tee , //
V/
20. Sewage is under 10,000 gpd for parcel -
21. No garbage disposal
c-,
22. System adequately sized for its intended use
23. Minimum 6"stone or compacted below tank and dbox - - j
24. Manhole covers within 6"of grade, pump chamber cover to grade ' L -
/
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes 7
27. Pump system-2" line,weep hole,check valve, tee in dbox, pump size
28. Se tic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking
1,7.
30. Buoyancy calculations for tank/pump chamber
31. Engineer to inspect and Certify soils: wall: commercial: 1 V
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature j V
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 1 /.
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by:74 - --
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