HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: A.M. / 3 9 Lot I/ 6- Zone of Contribution: In Out,---------Acreage o c 9b
Commercial: Residential: /,
Street: / 7 A._ _5 x C 3c_
Village: `( Floor Plan: '✓ #Bedrooms: 3
Owner: e r t; t..3 k C r Installer: Cal .t Ce,el t L
Address: Phone:
Phone:
Builder: Engineer: Ei.' i N e e r;,v k\ (3 0 rk 5
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.:
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.: l�/
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.:
i 12. System meets all other setback requirements Var.:
13. Uses adjustment for maximum high groundwater Var.: -
y‘r-**---
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 I /
16. Proposed contours are suitable
..../
17. System meets slope requirements-min. 1/8", %"preferred
18. System meets breakout requirements PVC liner: Wall: ✓,
19. Specified tee sizes are proper, gas baffle on outlet tee tt��/
20. Sewage is under 10,000 gpd for parcel
21.No garbage disposal v V/
22. System adequately sized for its intended use I-
23.Minimum 6"stone or compacted below tank and dbox
1 24. Manhole covers within 6"of grade, pump chamber cover to grade ,
25. Inspection port on plastic chambers/leach field
F26. Electrical permit for pump chamber/Separate meter for duplexes
\V/
127. 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
30. Buoyancy calculations for tank/pump chamber ,c
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 I
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 7
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed bv: S 5will
g: ,a4 ") Z