HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM if LOT 3 Date of Subdivision Approval
Street /1Ot AtA1� ,/ Zone of Contribution: In ' Out
Village ��y �%1Commercial Residential
Owner: gi'477 7�i./ h- Installer
3y�-z.7;5.
Builder: t(4Engineer :7-4-'A7 C6Z2/A-47
ick
N/A YES NC
1. Required numbe f co ies r ceived.
2. Date of soils exam an percolation test not older than 2 years.
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 constriction.
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.
ea . �'i c. _1. .f 1 I s t • • -_r,in we _ - • �� �� •t'o� w-11
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.
16. Proposed contours are suitable.
17. System meets slope requirements - min. 1/8". 114" preferred,.
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum.
19. S.ecifie. t-e s s - . o.-r !as .• lie .n outlet t- -
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.
7. Se. , and . m. ch. b- t. F•cto wate . . .fe.
28. Vent provided i 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
. En
30gineer and Land Surveyor stamp an 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 to April 7. 1989 - Phosphorus Zone 300'.
Plan reviewed by:
I