HomeMy WebLinkAboutReview Checklist TOWN OF YAMOIITH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot /6 / Zone of Contribution: In Out Acreage
Commercial: R idential: C.,,,
Street: S5" ik, 4,y / L"
Village: - Ci�� Floor Plan: L-- #Bedrooms:
Owner: pre5 to b6d; Installer: S
Address: Phone: 9 -/ ‘
Phone:
Builder: Engineer: � � >> gyp,/ cr/�l //l?
Address: K Phone: 7
Phone: Otti,i4V/ ii,,v
f"i/(,le// f7 f K g 5 CidS6
N/A 'YES NO V
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 ,...._----
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5. Water line 10 ft from septic components Var.: Lam-'
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.: ( 4 ✓ L
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: l 2, ' .1/4...-------
9. Leaching minimum 100 ft from wetlands Var.: ___-..-
10.
--�10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: 1
11. Tank/leaching minimum 10 ft from property line Var.: ‘..------
12. System meets all other setback requirements Var.: ,.L_/
13.Uses adjustment for maximum high groundwater Var.; F./V
14. Leaching set 4-5 ft above adj. water or botto -of test hole ar.:
15. System not in top or subsoil(A,B horizons)it 5'remov-
16.Proposed contours are suitable k.--------
17.
l/17. System meets slope requirements-min. 1/8", '/a"preferred iii
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 L/
21.No garbage disposal
22. System adequately sized for its intended use
23.Minimum 6"stone or compacted below tank and dbox L----'-
24.Manhole covers within 6"of grade,pump chamber cover to grade
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
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
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:• PI 6/03/03