HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot Zone of Contribution: In_ Out_ Acreage
Street: %/013 /lwt- JN)c1 Commercial: Residential:�`
Village: \/, P Floor Plan: #Bedrooms: 3
Owner: L/J3 11jt /fcj n Gl& Installer: di el 5e -f'1- efri,-e,.nI
Address: i L? C,,w 4-ve,„1 P/,,clj u..,,c,,,,Vw. /Y4 Phone: y, 39 -• 0Z206
Phone: 6i . - 3/`)- 017,-/
Builder: Engineer: n ,r, r, t.,0,,rjG
Address: Phone: 17 •;� si 7 .s7,1 f
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 -" ` --
UV
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 I ✓
v'
7. Septic tank minimum 10 ft from foundation, deck Var.: tr
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: V
9. Leaching minimum 100 ft from wetlands Var.: I if
10. Leaching minimum 150 ft from drinking we11/25 ft irrigation well Var.: ✓ -
11.Tank/leaching minimum 10 ft from prop d , ar.: >/
i 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.: ,f
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", 'A"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 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 ' ,/
26. Electrical permit forpump chamber/Separate meter for duplexes
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 lank/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 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 essor's Map
Plan reviewed by: /- ( I-) /. ._
- _ 6010;
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