HomeMy WebLinkAboutReview Checklist /- 2 _ /2- TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Y Location: A.M. 6 'C Lot g Cj Zone of Contribution: In Out eage
gc. 6779/. Commercial: Residential:
Street: ,'-1 , '
Village: ' /oir Floor Plan: L/ #Bedrooms:_
Owner: Installer: M/il
Address: Phone: c-c---*Y3
Phone:
Builder: Engineer:
Address: Phone: r�� 60
Phone: i f,‘,: - _'/. 5- aY '��
f'!/e-(ili/ /dam/
/ N/A YES NO
1.Required#of copies received
2.Date of soils exam andpercolation 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.: i,_.___
5.Water line 10 ft from septic components Var.: Lr:
6.Benchmark indicated and shown-NGVD if near wetlands k.,,..---'''
7. Septic tank minimum 10 ft from foundation, deck Var.: (1' .--
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.
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11.Tank/leaching minimum 10 ft from property line Var.: L.---
12.
.-12. System meets all other setback requirements Var.: -----
13.
13.Uses adjustment for maximum high groundwater Var.: --
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: L____--
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 L.---
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
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 k....---
33.
r33.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: / 6/03/03