HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM LOT /->2_ Date of Subdivision Approval
Street 7 - &fa %'aJi f Zone of Contribution: In Out
Village a71 (-- /Y Y Commercial Residential
Owner: ilk/ ",a.Z)4(7)/(--6% Installer -n`
Builder: Engineer :1T4J-(.4 ,("6-
N/A YES 10
1. Required number of copies received. ��
2. Date of soils exam and percolation test not older than 2 years. I
3. 4 feet of naturally occurring pervious material, above water table(new construction) I, '�
4. Foundation 2 feet above high point of fronting road for new construction. t./
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, L/
11. Leaching a minimum of 150 feet from drinking we13s/25 feet from irrigation wells,
12. System meets all other setback requirements.
13. Uses adjustment for maximum high groundwater. I,
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. C__.--
16. Proposed contours are suitable.
17. System meets slope requirements - ruin.. 1/8".. 1/4" preferred,
18. System meets irreak•ut requirements- peastone elevation carried out 15 feet minimum. l./
19. Specified tee sizes are proper, gas baffle on outlet tee `-%
20. Sewage flow under 10.000 gpd for parcel.
21. No garbage disposal. t/
22. System adequately sized for its intended use, 1.,/
23. Minimum 6" stone or mechanically compacted below the tank and d-box. L/
24. Manhole covers within 6" of grade - septic tank and pump chamber. l../
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 __.----
b. wall construction schedule
c: commercial system �...---
30. Engineer and Land Surveyor stamp and signature.
31. H2O loading when system subject to vehicular traffic, c_f
32. Title V application and fee signed by a licensed installer,
33. Foundation footing 2 feet above adjusted water table. c--...-.
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading.
35. Subdivided prior to April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by:
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