HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot /p Zone of Contribution: In Out_ AcreageAcreaae .6-74. 1102..
Commercial: Residential: /...----
Street: G 3 5 rYL i t be, c PO i.v R4
Village: Floor Plan: #Bedrooms:
Owner____41. IAA e S Y /n it. t Installer: (3 t5 1-'
Address: Phone:
Phone:
Builder: Engineer: 3c;<,,(7-
c ►V )--
Address: Phone: 5'O ' 79,- 76r
Phone:
N/A YES NO
1. Required#of copies received V.
2.Date of soils exam and percolation test not older than 2 years Y
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.: V
6.Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.: VV
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9.Leaching minimum 100 ft from wetlands Var.: V
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 7
17. System meets slope requirements-min. 1/8", '/"preferred
18. System meets breakout requirements PVC liner: Wall: /�
19. Specified tee sizes are proper,gas baffle on outlet tee ;Y/
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 V✓,,,
24. Manhole covers within 6"of grade, pump chamber cover to grade t.
25. Inspection port on plastic chambers/leach field
26. Electrical permit for pump chamber/Separate meter for duplexes V
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size -/
28. Septic tank/pump chamber to be factory waterproofed
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 V-
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 f_
37. Check area lots for groundwater/Label groundwater in Assessor's Map 1�
Plan reviewed by: _. ,I0 _ 6 0101
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