HomeMy WebLinkAboutReview ChecklistTOWN OF YARMOUTH
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SEWAGE PLAN REVIEW CHECKLIST
Location: AM LOT 7`1" Date of Subdivision Approval
Street )_ Zone of Contribution: In Out V
VillageCommercial Residential�k
Owner: Installer 7214
71j,
Builder: ngineer
1. Required numb.
2. Date of soils e�
3. 4 feet of natura
4. Foundation 2 fe
5. Water availabili
6. Benchmark indi
7. Building sewer
8. Septic tank a m
11: Leaching a minimum of 150 feet from drinking wells/25 feet from
2. System meets all other setback re uirements.
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.
1;8. Svstem meets breakout requirements -12 astone elevation carried
, 9. Specified tee sizes are 1rol2 r. gas baffle on outlet tee.
10. Sewage flow under 10.000 gpd for parcel.
,,,1. No garbage disposal
22. System adequately sized for its intended use.
23. Minimum 6" stone or mechanically compacted below the tank and
24. Manhole covers within 6" of grade - septic tank and pump chambc
25. Electrical permit for Qump chamber.
26. Pump system - 2" line, weep hole, check valve, sanitary in d -box. ;
27 Se ti tank and 12um chamber to be Factory waterproofed.
28. Vent provided if leaching below 3 feet or under driveway or parki
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 a1212licationand 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 co Aprif 7. 1989 - Phosphorus Zone 30f0'.
Plan reviewed by:
N/A YES NO