HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. W Lot 72- Zone of Contribution: In Out i° Acreage
Commercial: Residential: }-
51r
Street: 2 /avi Fac/
Village: (dede71 ✓
Floor Plan: - #Bedrooms:
Owner: (e "C I ✓ 4 � Installer: 7! 11
Address:/f/ %/4'i ri / .:/.4 .W,1 Phone:
Phone: -3-7/r---2 S.- X1.2.
Builder: 5-72-t4/-e Engineer: bc(c_ r,
Address: Phone: 5.--i - 7 7 W/
Phone:
N/A YES / NO
1.Required# of copies received V
2. Date of soils exam and percolation test not older than 2 years i
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.: i.,
5. Water line 10 ft from septic components Var.: ;_.„7,
6. Benchmark indicated and shown-NGVD if near wetlands
7. 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.:
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 ' _.
16.Proposed contours are suitable
17. System meets slope requirements-min. 1/8", '/4"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
21.No garbage disposal
22. System adequately sized for its intended use ;/J
-23.Minimum 6"stone or compacted below tank and dbox 1/4-------
24.
,�'24.Manhole covers within 6"of grade,pump chamber cover to grade
25. Inspection port on plastic chambers/leach field \c --
26.
�26. Electrical permit for pump chamber/Separate meter for duplexes _
27. Pump system-2" line,weep hole,check valve,tee in dbox,pump size Y
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 Nr
33. H-20 loading is subject to vehicular traffic, groundwater
34. Title V Application and permit fee, installer signature l..-- -
35. Foundation footing min. 2 feet above adjusted ground water for new house
36. Deed Restriction required max. #bedrooms: max. flow: gpd Y
37. Check area lots for groundwater/Label groundwater in Assessor's Map 1/
Plan reviewed by: _ 6/03/03