HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. 3 9 Lot __34
Zone of Contribution: In Out Vie-Acreage.3 y aas +
/ Commercial: Residential: 16.----
Street: 6 3 l--/,35 i vus CAD(,vel! l2
Village: II fi Floor Plan: +� .2.
#Bedrooms:
Owner: kJ OS h v a t n 1-Nc!/e r_s a nJ Installer: A
Address: `�/'�'C`q t r
Phone: .1 'Dg s/ 7 - 6 O 3-
Phone: 50 g - 3 35-_ 6
Builder: Engineer: �,., /
Address: �N��N�e r'� � � o t-/lC S
Phone: Phone: S a E z/7 9- 53 13
N/A YES NO
1.Required#of copies received
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
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.:
5.Water line 10 ft from septic components Var.: V
6.Benchmark indicated and shown-NGVD if near wetlands
7. Se tic 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.: 1..-/--
13.Uses adjustment for maximum high groundwater Var.:
14.Leaching set 4-5 ft above adj.water or bottom of test hole Var.: %/-
15. System not in top or subsoil(A,B horizons)or 5' removal 1
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", 1/"preferred .0/
18. System meets breakout requirements PVC liner: Wall: f
19. Specified tee sizes are proper, gas baffle on outlet tee 1/-
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 I
24. Manhole covers within 6"of grade,pump chamber cover to grade I
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: F
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
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 V
36.Deed Restriction required max. #bedrooms: max. flow: gpd v".
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: 60,0: