HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
6, SEWAGE PLAN REVIEW CHECKLIST
Location: AM ' =5 LOT 0/U//Ci 1 Date of Subdivision Approval
Street / Ciitl Zone of Contribution: In Out
Village 5-, Commercial Residential ,/
Owner: WO/VS 47 ;1L-TT Installer z .z_T
Builder: Engineer //G€7Z -/.6 d- 7�
6'-: . 77
N/A YES NO
1. Required number of copies received. = '
2. Date of soils exam and percolation test not older than 2 years. f
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. t./
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. 1�
16. Proposed contours are suitable.
17. System meets slope requirements - min. 1/8", 1/4" preferred. i .
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. •✓/
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. l//
28. Vent provided if leaching below 3 feet or under driveway or parking. V�
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: 7