HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
6 SEWAGE PLAN REVIEW CHECKLIST
Location: AM 'C LOT ✓9-7-4 Date of Subdivision Approval
Street ` 'ZZone of Contribution: In Out_ /
Village �j. _-,' t-itl Commercial Residential
Owner: iauWl/�li�il�/L Installer i� I !'� ,,,
62_ - it?&O
Builder: Engineer d 1 i�% I1
--.i77
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)
4. Foundation 2 feet above high point of fronting road for new construction. c/
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. c
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. �/
16. Proposed contours are suitable. ✓
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.
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. /
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
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 to April 7, 1989 - Phosphorus Zone 300'.
Plan reviewed by: