HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. a7 7 Lot// V Zone of Contribution: In Out_ Acreage //� [)9O
Commercial: Residential:__�_
. 2 Street: �7 H� S � a
Village: Floor Plan: l/ #Bedrooms: -3
Owner: Installer: (j f-
Address: Phone:
Phone:
Builder: Engineer: L. . C_ , � c -,--., r I G'._
Address: Phone: ,3
Phone:
N/A YES NO
1. Required#of copies received k 2. Date of soils exam and percolation test not older than 2 years /7
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.: 47
5.Water line 10 ft from septic components Var.:
6. Benchmark indicated and shown-NGVD if near wetlands 1.
7. Septic tank minimum 10 ft from foundation, deck Var.: 1
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: �I
9. Leaching minimum 100 ft from wetlands Var.:
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.: \� L.
13. Uses adjustment for maximum high groundwater Var.: . /
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: l'
}�st 15. Stem not in top or subsoil(A,B horizons)or 5' removal `.-
16. Proposed contours are suitable l .
17. System meets slope requirements-min. 1/8", '/<"preferred [./
18. System meets breakout requirements PVC liner: Wall: c/-
19. Specified tee sizes are proper, gas baffle on outlet tee (�
20. Sewage is under 10,000 gpd for parcel C.
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 .. 1
25. Inspection port on plastic chambers/leach field fi
26. Electrical permit for pump chamber/Separate meter for duplexes ---- I .
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size i '
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 chamber31. Engineer to inspect and certify soils: wall: commercial: 2./.7,
/
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 C/
37. Check area lots for groundwater/Label groundwater in Assessor's Map
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Plan reviewed by:
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