HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 6S Lot- Zone of Contribution: In Out -Acreage
/ Commercial: Residential:f_�
Street:
Village: g g ch c c_r 13 ('r-3,012
Floor Plan: - # Bedrooms: 02
Owner: Installer: Ric,„ io.e r_�- OC,
Address: Phone:
Phone:
Builder: Engineer: C ACti - it., ref,4.,
Address: Phone:
Phone:
I. Required#of copies received N/A
YES NO
2. Date of soils exam and percolation test not older than 2 years - L.---""
3. 4-5 ft of naturally occurring pervious material, above water table
4. Foundation 2 ft above highpoint of road �, ----
g H.P.: Fnd: Var.: -
5. Water line 10 ft from septic components Var.: -
6. Benchmark indicated and shown-NGVD if near wetlands V
7. Septic tank minimu i ! from foundation, deck Var.: 1
S'' �
S. Leaching minimu 20 ft ' 11, 15 ft crawl, 10 ft slab Var.: V4 , I
-
9. Leaching minimum I I ft from wetlands Var.: f
10. Leaching minimum 150 ft rom drinking well/25 ft irrigation well Var.:
11. Tank/leaching mirth-nu + from property line Var.: 5 0 Var
12. System meets all other se lack requirements Var.: ` ��
13. Uses adjustment for maximum high groundwater Var.: 4,-----
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.:
15. System not in top or subsoil (A,B horizons)or 5' removal L!
16. Proposed contours are suitable v
17. System meets slope requirements-min. 1/8", 'A"preferred
_18. System meets breakout requirements PVC liner: Wall: 4.!
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
22. System adequately sized for its intended use I
23. Minimum 6"stone or col... ted below tank and dbox /. r
24. Manhole covers wi In 6"o : ade, pump chamber cover to grade
25. Inspection port on plastic chambers/leach field f -� ��
1 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 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 fj>
1----
34.Title V Application and permit fee, installer signature
35. Foundation footing min. 2 feet above adjusted ground water for new house if
36. Deed Restriction required max. #bedrooms: max. flow:
37. Check area lots for groundwater/Label groundwater in Assessor's Map gPd /--
I
Plan reviewed by:'"" ...eiy:".____. _ . _ ______
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