HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
EWAGE PLAN REVIEW CHECKLIST
/2_ i- -/
Location: AM 2 Z LOT 21.3 ,c . Date of Subdivision Approval
Street // GUi:e /-- i/ Zone of Contribution: In Out
Village ! W / �Gc. Commercial Residential
Owner: /`t-L7kZ, Installer 771,
Builder: Engineer �k-
N/A YES NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years. N -
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.
6. Benchmark indicated and shown - NGVD if near wetlands.
7. Building_sewer does not exit center of house. /
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. ✓.
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. ;/
17. System meets slope requirements - min. 1/8". 1/4" preferred.
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum.
19. Specified tee sizes are proper, as baffle on outlet tee. u---'
20. Sewage Clow under 10.000 apd for parcel.
21. No garbage disposal.
22. System adequately sized for its intended use. ,/r
23. Minimum 6" stone or mechanically compacted below the tank and d-box. f
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 it leaching below 3 feet or under driveway or parking.
29. Engineer to inspect and certify : a. clay removal
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 io April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by: ' /`