HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
_ SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. (1 Lot 9 � Zone of Contribution: In Out c Acreage
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�}. Commercial: Residential: �.
Street: fb ) 17, 4-7toGf/ ,� ] ezee , hVillage: Floor Plan: # Bedrooms:
Owner: /(4, /°/ T 4(G -- Installer: , A.S•f
Address: Phone: We 'r '5P) ?
Phone: /J `--�, ,�
Builder: Engineer:
/V�� 'L 1 �^ 6` 1
Address: Phone: cD<E-77c-? 7
Phone: / -►-5e,�. 51
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Seriti-
N/A YES ) O
1. Required#of copies received 1../.
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 l-----
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: 4-_---
5. Water line 10 ft from septic components Var.: i/
6. Benchmark indicated and shown-NGVD if near wetlands L/
7. Septic tank minimum 10 ft from foundation, deck Var.: ! k.----
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: /C ...----
9. Leaching minimum 100 ft from wetlands Var.: L.---
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.: t/
13. Uses adjustment for maximum high groundwater Var.: t.----
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.: L f
15. System not in top or subsoil(A,B horizons)o removal,- t
16.Proposed contours are suitable _ L1
17. System meets slope requirements-min. 1/8", ' "preferred L/
18. System meets breakout requirements PVC liner: Wall: �----
19. Specified tee sizes are proper, gas baffle on outlet tee L/
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal t/
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 L/
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 r
31. Engineer to inspect and certify soils: wall: commercial: i
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: 6/03/03
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