HomeMy WebLinkAboutReview Checklist TOWN OF YARI\MOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot Zone of Contribution: In_ Out_ Acreage
Street:
Village:
Commercial: Residential:
________Floor Plan: #Bedrooms:
Owner: Installer: .
Address: Phone:
Phone:
Builder: Engineer:
Address: Phone:
Phone:
mina
1. Re.uired#of copies received N/A YES NO
2. Date of soils exam and percolation test not older than 2 years
3. 4-5 ft of naturall occurrin• pervious material, above water table
4. Foundation 2 ft above hi•h .oint of road
5. Water line 10 ft from s-'tic com.onents Var. Fnd: Var.:
6. Benchmark indicated and shown-NGVD if near wetlands I
7. Se. . ••. ..'•••• .• / • •.• •.. ..• • - • V .
I I8.Leachin• minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:Var.: --
9. Leaching minimum 100 ft from wetlands
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10. Leachin• minimum 150 ft from drinking well/25 ft irrigation well Var.:
`` -nQ minimum 10 ft from .ro.ert line Var.:
1� 2. System meets all other setback requirements Var.: __-
13. Uses ad ustment for maximum high groundwater Var.:
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.:
15. S stem not in to. or subsoil (A,B horizons)or 5' removal _
16. Proposed contours are suitable
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17. System meets slope requirements-min. 1/8", '/<"preferred
18. S stem meets breakout re.uirements
19. Specified tee sizes are proper, gas baffle on outlet tee PVC liner: Wall: _�
20. Sewage is under 10,000 A'd for parcel - _
21.No aarba:e disposal 1111111111111111111111
22. S stem ade uately sized for its intended use �- __
23.Minimum 6"stone or corn'acted below tank and dbox
24. Manhole covers within 6"of a ade, pump chamber cover to grade _
25. Ins.ection port on •lastic chambers/leach field1111111111111111111
2.. El- t .1 _ra•u�•liA. imutil, pgBUi•.[aai[•mlpu - =-_
27. Pump system-2"line,wee• hole,check valve, tee in dbox, pump size -
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28. Septic tank/pump chamber to be factory waterproofed
29. Vent •rovided if leachin 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: