HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. , , 7 Lots; AZone of Contribution: In_ Out Acreage �0j 300
, II Commercial: Residential:
Street: Ea N ems.N _s�f
- -
Village: Floor Plan: #Bedrooms:
Owner: ` . , i e .. Installer: sc\--t;it, raw Mau SGrW C;j/,
Address: -_ Phone:
Phone:
•
Builder: Engineer: CQ r m er-) 3 f'\.eL y
Address: Phone:
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
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.:
t/
5. Water line 10 ft from septic components Var je % & let I)ce
6. Benchmark indicated and shown-NGVD if near wetlan s V
7. Septic tank minimum 10 ft from foundation, deck Var.: Lt/
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 we11125 ft irrigation well Var.: \
tZ;11.Tank/leaching minimum 10 ft from property line Var.:
12. System meets all other setback requirements Var.: tr
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", 1/4"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 �VVV/
21.No garbage disposal
22. System adequately sized for its intended use \-\7--
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 V
31. Engineer to inspect and certify soils: wall: commercial:
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature 1
33. H-20 loading is subject to vehicular traffic, groundwater
34.Title V Application and permit fee, installer signature 7
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 I I
Plan reviewed by: _ -_- 61)1o;