HomeMy WebLinkAboutReview Checklist S,,4/ 7z3. ,,, , ,. 7 '/L--
TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
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Location: ___ W /A-eA 9. Date of Subdivision Approval
Street /C 1 (%Prz- 57 Zone of Contribution: In Out
Village // 4 Commercial Residential
Owner: %�%l 4��-Ol/7 Installer 22
Builder: Engineer t -
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) / I
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. ,.% j
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. .Svstem 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, gas baffle on outlet tee. ✓/
20. Sewage flow under 10,000 u,pd for parcel.
21. No garbage disposal. ✓/
22. System adequately sized for its intended use. J
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. /
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box, alarm on separate circuit. 1//
27. Septic tank and pump chamber to be Factory waterproofed. �/
28. Vent provided if leaching below 3 feet or under driveway or parking. y \/
29. Engineer to inspect and certify : a. clay removal
b. wall construction schedule
c. commercial system 1-
34. 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. C✓
35. Subdivided prior co April 7, 1989 - Phosphorus Zone 300'.
Plan reviewed by:
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