HomeMy WebLinkAboutReview Checklist C c"---(
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TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST 1,./it?(. 6(,!EV
Location: A.M. ‘?f Lot C/1 Zone of Contribution: In`-'I Acreage` 1V ?'/4-
Commercial: Residential:
Street: 2 c ,¢.
Village: . ��r-- Floor Plan: C/ #Bedrooms: '47
-
Owner: ( € )_ "47,1O Installer: 7,2
Address: Phone: _ ,4 /-
Phone.
Builder: 77Engineer: L- G 2 7-e.&-H
Address: Phone: j2r �`if-- eT
Phone: ._,991 v c Le,ye
- �, / g;7
/ N/A YES ..„NO
1.Required#of copies received
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 high point of road H.P.: Fnd: Var.:
5.Water line 10 ft from septic components Var.: .t/
6.Benchmark indicated and shown-NGVD if near wetlands i s
7. Septic tank minimum 10 ft from foundation, deck Var.: L1
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: L../
9.Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: dr.-------
11.Tank/leaching minimum 10 ft from property line Var.: ‘...----
12. System meets all other setback requirements Var.: L---"
13.Uses adjustment for maximum high groundwater Var.:
14.Leaching set 4-5 ft above adj.water or bottom o le Var.: l v
15. System not in top or subsoil(A,B horizons)o 5' remov �'
16.Proposed contours are suitable ,,- , , L-----
17. System meets slope requirements-min. 1/8", 1A" ,, eferred
18. System meets breakout requirements PVC liner: all:
19. Specified tee sizes are proper, gas baffle on outlet tee L`.
20. Sewage is under 10,000 gpd for parcel t.---
21.No garbage disposal L_ -.
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 E-----"
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size L.-----
28.
f28. Septic tank/pump chamber to be factory waterproofed e------*
29.Vent provided if leaching below 3 feet,under driveway/parking ��
30.Buoyancy calculations for tank/pump chamber 1/4.-----•
31.Engineer to inspect and certify soils: wall: commtial: kt N......----•32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature et-c qt4
33.H-20 loading is subject to vehicular traffic, groundwater Lam'
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