HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. G3 Lot //0 Zone of Contribution: In Out i/ Acreage $ j
(� Commercial: Residential: V
Street:- gip @V
Village: Floor Plan:
l/ #Bedrooms:__
Owner: 2.-:A 0,-,. N-e- a r C ecu A- Installer: Ca p-e, roe/ _cc P l G
Address: Phone:
Phone:
Builder: _ Engineer: L--:,0 o.,if, e e r i„),..3 L)0 rk. S
Address: Phone: cJ
Phone:
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 N/
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. Septic tank minimum 10 ft from foundation, deck Var.:
S.Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.:
9. Leaching minimum 100 ft from wetlands Var.: J
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.:
13.Uses adjustment for maximum high groundwater Var.: N
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 / /
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", '/"preferred I '\./
18. System meets breakout requirements PVC liner: Wall:
19. Specified tee sizes are proper,gas baffle on outlet tee �
V,/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 �,/
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 \.7)
27.Pump system-2"line,weep hole,check valve,tee in dbox,pump size
28. Septic tank/pump chamber to be factory waterproofed
Vz-
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
33.H-20 loading is subject to vehicular traffic, groundwater V / J!
34.Title V Application and permit fee,installer signature ✓
35.Foundation footing min. 2 feet above adjusted ground water for new house . 4
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: 6 03 03
1