HomeMy WebLinkAboutReview Checklist = TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
t.Location: A.M. Lot 3 Zone of Contribution: In_ Out creage
/ Commercial: Residential:
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Street: SMr / / -i �„
Village: Dr15 - QG , Floor Plan: #Bedrooms: 1
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Owner: (' . 4//S 5;‘,-777-� Installer: 7
Address: Phone:
Phone:
Builder: Engineer: a(0/6-1911',749,1/,€ €-Zg
Address: 7- Phone: _ii) ��"6 't; 3
Phone: /5 k t
N/ANO
1.Required#of copies received J
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 Zi^
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: ��
5. Water line 10 ft from septic components Var.: t_
6.Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.: (O'
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: c_...---9. Leaching minimum 100 ft from wetlands Var.: 7..5,-(--- C___._
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.: e "�r (T C-.--
12. System meets all other setback requirements Var.: q . : ) J
13.Uses adjustment for maximum high groundwater Var.: j L/
14.Leaching set 4-5 ft above adj.water or bottomof Var.: v
15. System not in top or subsoil(A,B horizons) o 'rem ;i/"
16.Proposed contours are suitable t-•-''
17. System meets slope requirements-min. 1/8", ' "preferred 1/'
18. System meets breakout requirements PVC liner:- ( Wall:` -ft i Z/
19. Specified tee sizes are proper, gas baffle on outlet tee t/'_
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal r
22. System adequately sized for its intended use C
23.Minimum 6"stone or compacted below tank and dbox 1-.--
' 24.Manhole covers within 6"of grade,pump chamber cover to grade t-/
25.Inspection port on plastic chambers/leach field L- -
26.Electrical permit for pump chamber/Separate meter for duplexes
27.Pump system-2" line,weep hole,check valve,tee in dbox,pump size t/
28. Septic tank/pump chamber to be factory waterproofed L. � -
29.Vent provided if leaching below 3 feet,under driveway/parking
30.Buoyancy calculations for tank/pump chamber U/�
31.Engineer to inspect and certify soils: wall: commercial: V
32.Engineer/Registered Sanitarian and Land Surveyor stamps/signature �, -"
33.H-20 loading is subject to vehicular traffic, groundwater L�
34.Title V Application and permit fee, installer signature
35.Foundation footing min. 2 feet above adjusted ground water for new house t.��
36.Deed Restriction required max. #bedrooms: max. flow: gpd (--------
37.
-137.Check area lots for groundwater/Label groundwater in Assessor's Ma to ....--
Plan
Plan reviewed by: 6/03/03