HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
to 12 .Z SEWAGE PLAN REVIEW CHECKLIST �L//
Location: A.M. Lot _3 Zone of Contribution: In Out 'Acreage Z4) 3
1 ommercial: Residential: 1.-
Street�6j QS-71 6 Pec Cg /ems Ao-Ilii,_
Village: 3
/� Floor Plan: #Bedrooms: �
Owner: S`t 1 i✓c CCM Installer: 0 IS / 1- Co/Lido... 2&t.
Address: Phone:
Phone:
Builder: -- Engineer: (J elle r 1 ss O C i ci,<j(
Address: Phone:
Phone:
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.:
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.: _Y
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
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.: 1 V
13. Uses adjustment for maximum high groundwater Var.: Y
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 /
16. Proposed contours are suitable /
17. System meets slope requirements-min. 1/8", %"preferred k/.--
18. System meets breakout requirements PVC liner: Wall: ' \/-
19. Specified tee sizes are proper,gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal
22. System adequately sized for its intended use �
23.Minimum 6"stone or compacted below tank and dbox k�.-
1 24. Manhole covers within 6"of grade, pump chamber cover to grade ,�
1 25. Inspection port on plastic chambers/leach field
F26. Electricalpermz.
it for pump chamber/Separate meter for duplexes �/
r2 '
� 27.Pump system-2"line,weep hole,check valve, tee in dbox,pump size V
28. Septic tank/pump chamber to be factory waterproofed v
29. Vent provided if leaching 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 .k,7' ,
33. H-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee,installer signature ‘...-----7_, .
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 ✓ I
Plan reviewed bv:
-abraz