HomeMy WebLinkAboutReview Checklist 1 2-'7c TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
1 Location: A.M. 2,2-- Lot -3 g7 Zone of Contribution: In Out Acreage
Commercial: Residential:
Street: F.---,/tie i/--.-
Village: ` jr Floor Plan: l------- #Bedrooms: -2
'
Owner: ,1/-e. 0>/i° Installer: 7
Address: Phone:
Phone:
Builder: Engineer: / 01•A--16
Address: Phone: �?1 - ‘ -
Phone: 60c - `- e .ice
N/A 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.: -(_ f
,,.
6.Benchmark indicated and shown-NGVD if near wetlands :(....----
7.
.---
7. Septic tank minimum 10 ft from foundation, deck Var.: \,2,,,f,_--:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 6 - 7 4.--
9.Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking wel1/25 ft irrigation well Var.: i �,% '}
11. Tank/leaching minimum 10 ft from property line Var.: ' `! c_�
12. System meets all other setback requirements Var.: -
13.Uses adjustment for maximum high groundwater Var.: V--- -
14.Leaching set 4-5 ft above adj. water or bottom of test hole Var.: -•,--------
15.
,,r..i15. System not in top or subsoil(A,B horizons)or 5'removal L.--
16.Proposed contours are suitable L--. - ,
17. System meets slope requirements-min. 1/8", ' "preferred ✓✓
18. System meets breakout requirements PVC liner: Wall: L.--
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 L_-- .-
23.Minimum 6"stone or compacted below tank and dbox N-----
.
24.
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24.Manhole covers within 6"of grade, pump chamber cover to grade `---
25.Ins ection 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
34.Title V Application and permit fee,installer signature
35.Foundation footing min. 2 feet above adjusted ground water for new house --.. il
36.Deed Restriction required max. #bedrooms: 2--max. flow: ,'-- "Ctpd Lam-
37.Check area lots for groundwater/Label groundwater in Assessor's Map i,__
Plan reviewed by: J L-4 6/03/03