HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / 3'/ Lot /A-4 Zone of Contribution: In Out v Acreage jai/C?(�
� ' Commercial: Residential: L�
Street: cY1c,,e\.
Village: Floor Plan: #Bedrooms: ,3
Owner: k'42 //y 7 'r p e Installer: R0b c-'1-1- tO V 11--
Address: Phone:
Phone:
Builder: Engineer: 1) c)-C,v1".a r_ A- D
Address: Phone:
Phone:
N/A YES NO
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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
V -
4.Foundation 2 ft above high point of road H.P.: End: Var.: IV' _ _
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.: L.,/�
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: t/
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.:
13.Uses adjustment for maximum high groundwater Var.:
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 VI,/
t/
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", '/"preferred ' / ,
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 i
21.No garbage disposal y V
4-2322. System adequately sized for its intended use L.4--
23.
.Minimum 6"stone or compacted below tank and dbox
24. Manhole covers within 6"of grade, pump chamber cover to grade `�
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 t/ _
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 } t-...--//
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: v` _ ___ 03 0:
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