HomeMy WebLinkAboutReview Checklist lirP' -i/t/Ge_.-C_____ .
0(10 OtcC TOWN OF YARMOUTH
vE PLAN REVIEW CHECKLIST
Location: A.M. I Lot Zone of Contribution: In Out 5(`--- Acreage
'n Commercial: Residential: K
Street: I lA V �['/'G{`'
Village: Floor Plan: #Bedrooms:
Owner: Installer: ;i Ok-M- 'J D(A '
Address: Phone:
Phone:
Builder: Engineer: 5S P'.-W&V
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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
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.:
5. Water line 10 ft from septic components Var.: 1...----
6.
6. Benchmark indicated and shown-NGVD if near wetlands
7. Septic tank minimum 10 ft from foundation, deck Var.: I./
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: V
9. Leaching minimum 100 ft from wetlands Var.: V
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.:
Uses adjustment for maximum high groundwater Var.: v y
14. eaching set 4-5 ft above adj. water or bottom of test hole Var.: II K
et
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", %"preferred i
18. System meets breakout requirements PVC liner: Wall: 1.-------
19.
✓19. Specified tee sizes are proper, gas baffle on outlet tee
20. Sewage is under 10,000 gpd for parcel ,/
arbage disposal t.------
. System adequately sized for its intended use _ .
IK
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
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 ,/ _
30.Buoyancy calculations for tank/pump chamber i..-----
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 v
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by: 0.471/L 6/03103