HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
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SX/d SEWAGE PLAN REVIEW CHECKLIST
Location: AM 60 LOT __ Date of Subdivision Approval
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Street 22_ /Hi (. /Oaf/ ,./7.007 - Zone of Contribution: In ' Out
Village S . � ..,eri Commercial Residential "°
Owner: /���G/� / (off/ j Installer --L S /3'/D S
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Builder: Engineer S ( )yV/)
N/A YES NC
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years. 1/
3. 4 feet of naturally occurring pervious material, above water table(new construction) r /
4. Foundation 2 feet above high point of fronting road for new construction. 1�
5. Water availability letter from Water Department for new construction. t
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. L
9. Leaching a minimum of 20 feet from house and 10 feet from_deck. L../
10. Leaching a minimum of 100 fest from wetlands.
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. --------
12.
�12. System meets all other setbackments. ✓
13. Uses adjustment for maximum hi�oundwater. (/
14. Leaching 4 -5 feet above 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. ,-----
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• 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 gpd for parceL
• 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.
24. Manhole covers within 6" of grade - septic tank and pump chamber.
25. Electrical permit for pump chamber. l
26. Pump system- 2" line. weep hole. check valve, sanitary in d-box. alarm on separate circuit. -,
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29. Engineer to inspect and certify : a. clay removal
b. wall construction schedule
c: commercial system
30. Engineer and Land Surveyor stamp and signatures ,....-----
31.
l31. H2O loading when system subject to vehicular traffic. I
32. Title V application and fee sighed by a licensed installer. L...-
33.
�33. Foundation footing 2 feet above adiusted water table.
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Plan reviewed by: