HomeMy WebLinkAboutReview Checklist ,, TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. Lot 0237 Zone of Contribution: In Out £Acreage7J '
0
Commercial: Residential. `=
Street: 4
Village: 1 Floor Plan: I/
• 1 � # Bedrooms:. '
Owner: - i.4 I J c/ 3 rc.,,V 4,t. Installer: i--
et 8 f'4'cr�~ Y C
Address: \.. Phone:
Phone:
Builder: Engineer: Fet
Address: _ Phone:
Phone:
I
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 1/
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: I ../
5. Water line 10 ft from septic components Var.: ✓
6. Benchmark indicated and shown-NGVD if near wetlands ✓ t
7. Septic tank minimum 10 ft from foundation, deck Var.:
S. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: L /
9. Leaching minimum 100 ft from wetlands Var.: I t.
10. Leaching minimum 150 ft from drinking we1L'25 ft irrigation well _ Var.: j
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. 1i 8", !'"preferred
18. System meets breakout requirements PVC liner: Wall: i
19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel
21. No garbage disposal 1
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
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 f�
2S. Septic tank/pump chamber to be factory waterproofed
29. Vent provided if leaching below 3 feet,under driveway/parking 1'� f ___
30. Buoyancy calculations for tank pump chamber L/
31. Engineer to inspect and certify soils: wall: commercial: I 4/
32. EngineerRegistered Sanitarian and Land Surveyor stamps/signature j
33. H-20 loading is subject to vehicular traffic, groundwater 1
34. Title V Application and permit fee, installer signature
35. Foundation footing min. 2 feet above adjusted ground water for new house It;a:/
36
. Deed Restriction required max. #bedrooms: max. flow: gpd 37. Check area lots for groundwater/Label groundwater in Assessor's Map
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Plan reviewed by: _ 074 ) 01 0'