HomeMy WebLinkAboutReview Checklist TOWN OF YAR1 IOUTH
SEWAGE/ PLAN REVIEW CHECKLIST/
Location: A.M. /OD Lot y� Zone of Contribution: In Out t /s Acreage , 7
Commercial:
Street: A) rf l n ;A � -- Residential:
Village: `
Floor Plan: # Bedrooms: 2
Owner: Installer: C L p-e- ac13
L Address: Phone:
Phone:
Builder: Engineer: C ,u3 r to,Q P_1L c.�d r/c�
Address: Phone: /`
Phone:
1. Required#of copies received N/A YES I NO
✓
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 A.._
4. Foundation 2 ft above high point of road H.P.: Fnd: Var.: -----
5. Water line 10 ft from septic components Var.: I -
6. Benchmark indicated and shown-NGVD if near wetlands i v
7. Septic tank minimum 10 ft from foundation, deck Var.: I I a/
8. Leaching minimum 20 ft full, 15 ft crawl, 10 ft slab Var.: I l/9. Leaching minimum 100 ft from wetlands Var.:
10. Leaching minimum 150 ft from drinking well/25 ft irrigation well Var.: I /7
11. Tank/leaching minimum 10 ft from property line Var.: !�
12. System meets all other setback requirements Var.: \` I
13. Uses adjustment for maximum high groundwater Var.: i/
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 C�
16. Proposed contours are suitable
17. System meets slope requirements-min. 1/8", %"preferred
_1_8. 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 /
21. No garbage disposal
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 r
26. Electrical permit for pump chamber/Separate meter for duplexes
27. Pump system-2"line,weep hole,check valve, tee in dbox, pump size
V.
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 l/
31. Engineer to inspect and certify soils: wall: commercial: I r J
32. Engineer/Registered Sanitarian and Land Surveyor stamps/signature
33. H-20 loading is subject to vehicular traffic, groundwater "a."
34.Title V Application and permit fee, installer signature c/
35. Foundation footing min. 2 feet above adjusted ground water for new house ✓
36.Deed Restriction required max. #bedrooms: max. flow: gpd I
37. Check area lots for groundwater/Label groundwater in Assessor's Map
Plan reviewed by. r
co;o,
v1;3