HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot ;/
/. -. Zone of Contribution: In_ Out Acreage
Street: Commercial: Residential: L
�� ( !i r~ram' ----
Village: '. , Floor Plan: `r/- a Bedrooms:
Owner: /�" -a Lr2 f, ,4 /';f i.)„I, Installer: N I
Address: it, (:,1„..,--1,) �'
} `7 - y Phone: 5(., - w 1,,,'-e') ,z
Phone:
Builder: Engineer: -3 (_- Z,, 'y
Address: 7 2�
Phone:
Phone: -c . i-,, 3 c 7
1. Required#of copies received N'`�°` S NO
v
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 - -
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.: v
I
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I ice/
9. Leaching minimum 100 ft from wetlands Var.: L,,
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: I ..: I
/
11. Tank/leaching minimum 10 ft from property line Var.: t�
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.:
15. System not in top or subsoil (A,B horizons)or 5' removal yr
16. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", %"preferred
18. System meets breakout requirements "�
19. Specified tee sizes are proper, gas baffle on outlet tee PVG liner: Wall: A.,""
20. Sewage is under 10,000 gpd for parcel 4.<'
21. No garbage disposal +�'�
22. System adequately sized for its intended use t�
23.Minimum 6"stone or compacted below tank and dbox
24. Manhole covers within 6"of grade, pump chamber cover to grade v`J
25. Inspection port on plastic chambers/leach field `..
26. Electrical permit for pump chamber/Separate meter for duplexes �,.
27.Pump system-2"line,weep hole,check valve, tee in dbox, pump size t J
28. Septic 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. 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. ✓�
q :bedrooms: max. flow: gpd ,i.
37. Check area lots for groundwater/Label groundwater in
9sse4sor's Map ( `. I
Plan reviewed by: j t:.`i- 7/ "