HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM //Z LOT, -2/ Date of Subdivision Approval
Street 3 2 Zone of Contribution: In Out )c
Village / `L74" Commercial Residential '
Owner: Sir"eM M . C� &ilk' Installer ( 6> Q(A/--
43_ - QS- z)
Builder: Engineer SeL2>Z9'
ff
N/A YES NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years.
3. 4 feet of naturally occurring pervious material, above water table(new construction)
4. Foundation 2 feet above high point of fronting road for new construction. / /
5. Water availability letter from Water Department for new construction. l/
6. Benchmark indicated and shown-NGVD if near wetlands.
7. Building sewer does not exit center of house. Lf
8. Septic tank a minimum of 10 feet from house and deck.
9. Leaching a minimum of 20 feet from house and 10 feet from deck, I
10. Leaching a minimum of 100 feet from wetlands.
11, Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells.
12. System meets all other setback requirements. �----'
13. Uses adjustment for maximum high groundwater. /'
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit.
15. System not in top or subsoil or 5 foot removal. _ `/
16. Proposed contours are suitable. n_/
17. System meets slope requirements - min. 1/8", 1/4" preferred. .,/'
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. t_/'
19. Specified tee sizes are proper, gas baffle on outlet tee. k./'
20. Sewage flow under 10.000 gpd for parcel. ✓
21. No garbage disposal.
22. System adequately sized for its intended use. L
23. Minimum 6" stone or mechanically compacted below the tank and d-box. C/'
24. Manhole covers within 6" of grade - septic tank and pump chamber,
25. Electrical permit for pump chamber. ....-----
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box. alarm on separate circuit.
27. Septic tank and pump chamber to be Factory waterproofed, --�'
28. Vent provided if leaching below 3 feet or under driveway or parking. ..�
29. Engineer to inspect and certify : a. clay removal ..i
b. wall construction schedule
c: commercial system
30. Engineer and Land Surveyor stamp and signature, - -
31. H2O loading when system subject to vehicular traffic.
32. Title V application and fee signed by a licensed installer.
33. Foundation footing 2 feet above adjusted water table..
34. Lot subdivided prior to July 31. 1986 - Nitrate Loading.
35. Subdivided prior to April 7_1989 - Phosphorus Zone 300'.
Plan reviewed by: