HomeMy WebLinkAboutReview Checklist _ TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM / S / LOT A Date of Subdivision Approval
Street / ��� �' Zone of Contribution: In Out
Village /50-1; Commercial Residential
Owner: ppy1/l .ilA (_ Installer_______22
/3sf D/I ,G1 ,. !V S• ZCttGec2 �1r�a z
Builder: ? Engineer ) 7
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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. , 1/
5. Water availability letter from Water Department for new construction. v"
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 - init. 1/8", 1/4" preferred, 1----`--
18. System meets breakout requirements-peastone elevation carried out 15 feet minimum.
19. Specified tee sizes are proper. gas baffle on outlet tee.
20. Sewage flow under 10,000 apd for parcel. j
21. No garbage disposal.
22. System adequately sized for its intended use,
23. Minimum 6" stone or mechanically compacted below the tank and d-box. 1 t
24. Manhole covers within 6" of grade - septic tank and pump chamber. / t/
25. Electrical permit for pump chamber.
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box, alarm on separate circuit. L
27. Septic tank and pump chamber to be Factory waterproofed.
28. Vent provided if leaching below 3 feet or under dri way or parking. tY
29. Engineer to inspect and certify ; a. clay removal 7
b. wall construction schedule
c. commercial system _� ..e____
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:
A