HomeMy WebLinkAboutReview Checklist KC ,Q 9 7'f -4 ?
TOWN OF YARMOUTH ( a f, '�.f ' 1,-71 7j(4')
SEWAGE PLAN REVIEW CHECKLIST it
Location: A.M. J 7 Lot/CC, 2- Zone of Contribution: In Out'A-c-reage
Commercial: Residential:
. Street: /k 659 4 � ' /ewe
Village: 60 ' iv Floor Plan: #Bedrooms: 9
Owner: y Installer:
Address: Phone: '7, S
Phone: i 4 - („/ ��
Builder: Engineer: /
671-
Address: Phone: AK - /�i
Phone: - G�c�t s 1 " <L(y
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 L
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.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: f d/
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 bottomt Var.:
15. System not in top or subsoil(A,B horizons) 5dt' . :pave- J/
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
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 L-
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
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
33.H-20 loading is subject to vehicular traffic, groundwater 762.4t;d
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: 6/03iO3
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