HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
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Location: A.M. Lot Zone of Contribution: In Out X Acreage
�� Commercial: Residential: — —
Street: L'` i10 �e,e
Village: (/() !1 iL l'1'{/l0 Ul'li Floor Plan:
i4e .
S #Bedrooms: 2
Owner: Cat r I W a f� Installer: C4 tu -1, f L rp 11
Address: Phone:
Phone: f I
Builder: Engineer: 4Ji44 k Oslo i L-1 CL.
Address: Phone:
Phone:
Al- C itt,,t_ y..."1 74.14_
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
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
111
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.:
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
El
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.: _EMIII-
12. System meets all other setback requirements Var.: _W--
Uses adjustment for maximum high groundwater Var.:
eaching set 4-5 ft above adj. water or bottom of test hole Var.: I` X
15. System not in top or subsoil(A,B horizons) or 5' removal
16.Proposed contours are suitable
System meets slope requirements—min. 1/8", '/"preferred
18. ystem meets breakout requirements PVC liner: Wall: X
. Specified tee sizes are proper, gas baffle on outlet tee _Iw-
20. Sewage is under 10,000 gpd for parcel EMI
21.No garbage disposal
22. System adequately sized for its intended use s
23. Minimum'6"stone or compacted below tank and dbox
24.Manhole covers within 6" of grade, pump chamber cover to grade
alspection port on plastic chambers/leach field
ectrical permit for pump chamber/Separate meter for duplexes
mp 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
(32 Engineer to inspect and certify e"117174,6II 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: fl/LI'Z"Lz
6/03/03