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TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM /�3 LOT Z.6. Date of Subdivision Approval -d-%S
Street /S. �%pse,_ ek i . Zone of Contribution: In Out >'
Village l72J7 Commercial Residential >e
Owner: a. C ./3 6f7// Installer P f �5
, 66 _ -- 36Z �
Builder: /% /' ,l z' Engineer a ,�
362. - � _ -
N/A YES NO
1. Required number of copies received. )0
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)
4. Foundation 2 feet above high point of fronting road for new construction. X
5. Water availability letter from Water Department for new construction. X
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. )C
9. Leaching a minimum of 20 feet from house and 10 feet from deck. X
10. Leaching a minimum of 100 feet from wetlands. i{
11. Leaching a minimum of 150 feet from drinking,wells/25 feet from irrigation wells. x
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. y.<
17. System meets slope requirements - min. 1/8". 1/4" preferred.
1
8. System meets breakout requirements - peastone elevation carried out 15 feet minimum. ,
J.9. Specified tee sizes are proper. gas baffle on outlet tee.
20. Sewage flow under 10.000 epd for parcel.
21. No garbage disposal. X
22. System adequately sized for its intended use. y(
23. Minimum 6" stone or mechanically compacted below the tank and d-box. X
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.
27. Septic tank and pump chamber to be Factory waterproofed.
28. Vent provided if leaching below 3 feet or under drivewa 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 sianature. K
31. H2O loading when system subject to vehicular traffic. X
32. Title V application and fee signed by a licensed installer. X
33. Foundation looting 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: Iv