HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. ci q Lot r) -42 Zone of Contribution: In X Out Acreage 4'2),3e;6 5E=
Commercial: Residential: L...----
Street: *78 0124 1-4-Qik►›-tJt S -0A"
Village: y4,44-1.„4 �- Floor Plan: tl #Bedrooms: 4-
Owner: S ��C--P S (4-v Installer:
Address:ii, Si tie-L-14-va_.Rb, 5tilt-4: Se,- Phone:
Phone: cole, 4t,ln3 Z4 o,1
jPPych+-T-
-Buiiuer:- --b cv FR-/t-S - g �s..�o�a,� (SCAN-+��t�L En ineer: ►J LAhE
Address: Phone: cos-S4L 4S'4 1
Phone:
N/A YES NO
1. Required#of copies received 0..) r v- cL Z. -- V
2. Date of soils exam and percolation test not older than 2 years t/-
3. 4-5 ft of naturally occurring pervious material, above water table V
4.Foundation 2 ft above high point of road H.P.: Fnd: Var.: t/
5. Water line 10 ft from septic components Var.: , --
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.: I/
9. Leaching minimum 100 ft from wetlands Var.: ,✓
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: V
11. Tank/leaching minimum 10 ft from property line Var.: /
12. System meets all other setback requirements Var.: v/
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 V
17. System meets slope requirements-min. 1/8", '/"preferred t/
18. System meets breakout requirements N -€.�S PVC liner: Wall: V
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel V
21.No garbage disposal J
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 V
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 V
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 ✓
34. Title V Application and permit fee,installer signature ✓
35. Foundation footing min. 2 feet above adjusted ground water for new house
36.Deed Restriction required max. #bedrooms: max. flow: gpd
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: ' 'ftick 6/03/03