HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 7 Lot ,j Zone of Contribution: In Out Acreage
�C Commercial: Residential:
Street: 6 . /_ c -l ,Z-'(,--
Village: Floor Plan: (✓ #Bedrooms:
''VOwner: r(\40_1-l p fit" �je4'NdC p-Installer. C._PeN-e. g R C>A e. r 0
Address: Phone
Phone:
Builder: Engineer: - C `e�1
�`� 0 � ,'
Address:
Phone:
Phone:
N;A YES NO
1. Required#of copies received 4"
2.Date of soils exam and percolation test not older than 2 years 1/
3. 4-5 ft of naturally occurring pervious material, above water table r/
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.: /
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.: ?
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.: _
15. System not in top or subsoil(A,B horizons)or 5' removal
16. Proposed contours are suitable t./
17. System meets slope requirements-min. 1/8", %"preferred c/
18. System meets breakout requirements PVC liner: Wall: L/
19. Specified tee sizes are proper, gas baffle on outlet tee c.----
20. Sewage is under 10,000 gpd for parcel c
21.No garbage disposal e//
22. System adequately sized for its intended use c/
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 / C.j
26. Electrical permit for pump chamber/Separate meter for duplexes Vi
27.Pump system-2"line,weep hole,check valve, tee in dbox,pump size
//1
28. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking V
30.Buoyancy calculations for tank/pump chamber
te V
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature 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
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: _ _ 6 01 01