HomeMy WebLinkAboutReview Checklist 79�� TOWN OF YARMOUTH �" � � / ,
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SEWAGE PLAN REVIEW CHECKLIST -32' '
Location: A.M. '7 Lot W Zone of Contribution: In OutAcreage 7 ..(_.>(-:j
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Commercial: Residential: L -JStreet: ,6 ��
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Village: j f;/' Floor Plan: #Bedrooms: `- `"' 77
Owner: U`c 1 ,ii.".„." ici 1.7‘ega,id Installer: bt ,,,, /��,/f
Address: Phone: S " f7e-V- 7/S /
Phone:
Builder: Engineer: e l /!67lems'
Address: Phone: -, 'i:"1:64 -5 �/ 3
Phone:
- td///- J 5', -/dens
N/A YES NO
1.Required#of copies received t..--•
2.Date of soils exam and percolation test not older than 2 years t.._------
3.4-5
�--�'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.---
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.: Jams% �_
9.Leaching minimum 100 ft from wetlands Var.:
10.Leaching minimum 150 ft from drinking we11/25 ft irrigation well Var.:
11.Tank/leaching minimum 10 ft from property line Var.: L.---
12.
. i12. 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 bottom of test hole Var.: .-----
15.
.,_....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", '/4"preferred (----
18.
_18. System meets breakout requirements PVC liner: Wall: l --�"
19. Specified tee sizes are proper, gas baffle on outlet tee L.-------
20. Sewage is under 10,000 gpd for parcel C.-----
21.
.._.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.
/32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature ,-------
33.
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 ---- _.
36.Deed Restriction required max. #bedrooms: max. flow: gpd -t7
37.Check area lots for groundwater/Label groundwater in Assessor's Map �-----
Plan reviewed by: f
erl 6/03/03