HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
/ SEWAGE PLAN REVIEW CHECKLIST ,,����
Location: A.M. 024 Lot 5/( Zone of Contribution: In Out ✓ d
I
Acreage � �g
Commercial: Residential:
Street: ill Pe r C r-/ it).e A Iv ,
Village: Floor Plan: {�l^ # Bedrooms: /
Owner: Pq u I h Q or-r c/ Installer: cG v (J TN
Address: Phone:
Phone:
Builder: Engineer: 1p p t., . s C_ 7- .
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 f
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.: ( V
6. Benchmark indicated and shown-NGVD if near wetlands _ ii
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 well/25 ft irrigation well Var.:
11. Tank/leaching minimum 10 ft from property line Var.: t
12. System meets all other setback requirements Var.: V
13. Uses adjustment for maximum high groundwater Var.:
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: V
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", 1/4"preferred
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 opd for parcel
21.No garbage disposal y `/'f --
22. System adequately sized for its intended use A/'
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 t
27. Pump system-2"line,weep hole,check valve,tee in dbox,pump size
28. Septic tank/pump chamber to be factory waterproofed V
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 m . 2 feet above adjusted ground water for new house -�
36. Deed Restriction required max. #bedrooms: max. flow: gpd 7
in
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: _i
,.,ti,.ds. 6 01 01