HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM LOT/J 2"..ST Date of Subdivision Apprt val /
Street 3 g �*/La ., - .'_ Zone of Contribution: In
iN, .
Village �s0 / /it, Commercial
Commercial i2f�eesi ential
Owner: �/'' �l�11/G Installer , (4 r
Builder: Engineer Vek--2/.2-/ ‘ 9(
N/A YES NO
1. Required number of copies received. X
2. Date of soils exam and percolation test not older than 2 years. v
3. 4 feet of naturally occurring pervious material, above water table(new construction) x
4. Foundation 2 feet above high point of fronting road for new construction.
5. Water availability letter from Water Department for new construction. se
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. X
9. Leaching a minimum of 20 feet from house and 10 feet from deck. X
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. X
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. X
16. Proposed contours are suitable. ,X
17. System 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 gpd for parcel.
1/421. 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. X
26. Pump system- 2" line,weep hole. check valve, sanitary in d-box. alarm on separate circuit.X
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 X
30. Engineer and Land Surveyor stamp and signature. X
31. H2O loading when system subject to vehicular traffic. ')G
32. Title V application and fee signed by a licensed installer. jc
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: ;i