HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / 3 C Lot /3 6, Zone of Contribution: In Out� Acreages r;t j
3 ` Commercial: Residential:
Street: W j q n% ;j 0
Village: Floor Plan: #Bedrooms:
Owner: Ear L a,,,,, M a i Installer:
� � � � 3
Address:
Phone: 77,5,-- O 9 -- D 0 9g
Phone:
Builder: Engineer: Nc ; N e<
Address: Phone: 8 4/7 - - 5 313
Phone:
N/A YES, NO
1. Required#of copies received
2. Date of soils exam and percolation test not older than 2 years ,z
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.:
6. Benchmark indicated and shown-NGVD if near wetlands 1.7
7. Septic tank minimum 10 ft from foundation, deck Var.: 1
8.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: ./Y -
9.Leaching minimum 100 ft from wetlands Var.: V
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.: v5
13.Uses adjustment for maximum high groundwater Var.: 1 t�
14. Leaching set 4-5 ft above adj. water or bottom of test hole Var.`
tri15. System not in top or subsoil(A,B horizons)or 5'removal \
16.Proposed contours are suitable VV//
17. System meets slope requirements-min. 1/8", '4"preferred `/
18. System meets breakout requirements PVC liner: 'Nall: `7
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 f
24. Manhole covers within 6"of grade,pump chamber cover to grade 1,/
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 ✓ I
30.Buoyancy calculations for tank/pump chamber ‘J
31. Engineer to inspect and certify soils: wall: commercial: V
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature V .\I
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 I ..
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: 1.16. -'
60301
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