HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
' SEWAGE PLAN REVIEW CHECKLIST
1'{ %ovation: A.M. /7(7 Lot 6C-
Zone of Contribution: In Ok Q Acreage
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Commercial: sidential: c.,O
Street: � - / /? ; ..�
Village: 5 /< �/ / Floor Plan: #Bedrooms:
Owner: �t,fa.1 67'/W7-e. Installer:
Address: Phone:
Phone:
Builder: 7zEngineer: 'JJ�
Address: Phone: ', '1 Ceri (S
N/A �l2` lePhone: -= eC'�i /' �t ,
f 1�1141(
1.Requited#of copies received 1 -
2.Date of soils exam and percolation test not older than 2 years t../'
3. 4-5 ft of naturally occurring pervious material,above water table L.-------
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: c./
5. Water line 10 ft from septic components Var.: l.-/".
6.Benchmark indicated and shown-NGVD if near wetlands k..---
7.
f7. Septic tank minimum 10 ft from foundation, deck Var.:
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.Tank/leaching minimum 10 ft from property line Var.: %.--,'""'
12. System meets all other setback requirements Var.: S 'I, = " ( -_---
13.Uses adjustment for maximum high groundwater Var.: V
14. Leaching set 4-5 ft above adj.water or botto o test hoole Var.:
15. System not in top or subsoil(A,B horizons) r 5'remova
16.Proposedcontours are suitable
17. System meets slope requirements-min. 1/8", ' "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 i/
21.No garbage disposal
I' 22.System adequately sized for its intended use \---.'1,.
23.Minimum 6"stone or compacted below tank and dbox t/
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 C„
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 J
36. Deed Restriction required max. #bedrooms: max. flow: gpd /
37. Check area lots for groundwater/Label groundwater in Assessor's M.
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Plan reviewed by: - 6/03/03
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