HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. caLot ,2 2 - Zone of Contribution: In Out- Acrea_e:I.392
�� �� !7�r�' �� Commercial: Residential: j,�►--
Street: y O
Village: / / - Floor Plan: #Bedrooms: 3
Owner: A e w ' ci?)A Bc", /JJr$ Installer: , A i $
Address: Phone:
Phone:
Builder: Engineer: 113 S C.
Address: Phone:
Phone:
N/A YES/ I NO 1
1. Required#of copies received
2. Date of soils exam and percolation test not older than 2 years I 1/
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.: ! I r
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 9, $/
9. Leaching minimum 100 ft from wetlands Var.: I
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well _ Var.:
11. Tank/leaching minimum 10 ft from property line Var.: i 'l
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.: /,7,
15. System not in top or subsoil (A,B horizons)or 5' removal
16. Proposed contours are suitable - 1-
17. System meets slope requirements=min. 1/8", 1,4."preferred ...------
18. System meets breakout requirements PVC liner: Wall: I
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 /
23. Minimum 6"stone or compacted below tank and dbox ,,
24. Manhole covers within 6"of grade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field V'
26. Electrical permit for pump chamber/Separate meter for duplexes kV
27. Pump system-2"line,weep hole,check valve, tee in dbox,pump size
28. Se tic tank/pump chamber to be factory waterproofed L�
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. EncineerRegistered Sanitarian and Land Surveyor stamps/signature j ,,/ /
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 i
36. Deed Restriction required max. #bedrooms: max. flow: gpd 7
37. Check area lots for groundwater/Label groundwater in Assessor's Map I /
Plan reviewed by: 01 01