HomeMy WebLinkAboutReview Checklist �.2.6_(9 TOWN OF YARMOUTH
. SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 1 4 Lot /6 Zone of Contribution: In Out L--Acreage
��� ` Commercial Residential:
Street: . ,
Village: +.,,e/66
-York- i Floor Plan: #Bedroom--s:4L---
r' ' .
Owner: 4 -en4 �/�/ 71 Installer: 0., ,, ‘ -
Address: Phone:
Phone: 4%.,)/-"L, cr•--t.-,-/S.
' S
Builder: Engineer: G
,
Address: Phone: k, - S'-- 9 tZ
Phone: ,),"2-`C C �sr c:r 17,._/,(„t_, Z'
/ ( -/. i �.. G4'/
464-9L'
NOV
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.: L- J
6.Benchmark indicated and shown-NGVD if near wetlands ......-----
7.
_7. Septic tank minimum 10 ft from foundation, deck Var.:
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: 76 i L-
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.: L___--
12. System meets all other setback requirements Var.: �, L.,----
13.
.-13.Uses adjustment for maximum high groundwater Var.: 7 6-1.---- ---
14.Leaching set 4-5 ft above adj. water or botto6�; test e Var.: L.L.----
15. System not in top or subsoil(A,B horizons) 6-5 l (,.
16.Proposed contours are suitable '",
17. System meets slope requirements-min. 1/8", i "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
I 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.
--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
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30.Buoyancy calculations for tank/pump chamber
_./----
31.
/--^31.Engineer to inspect and certify soils: wall: commercial:
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature -------
_
/_33.1-1-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee, installer signature c---1
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 �--
i
Plan reviewed by: Pi 6/03/03