HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
/9/ SEWAGE PLAN REVIEW CHECKLIST
Location: AM `, / LOT/SI6 - Date of Subdivision Approval
Street 7 /2 - ,'ail/ Zone of Contribution: In Out
Village - ,. Commercial Residential
Owner: C /&//c/ - Installer / �gGlfr--
Builder: Engineer 7 '�-v
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
4. Foundation 2 feet above high point of fronting road for new construction.
5. Water availability letter from Water Department for new construction. :/
6. Benchmark indicated and shown - NGVD if near wetlands. k/
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. L/
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells.
12. System meets all other setback requirements. L---- -
13. Uses adjustment for maximum high groundwater.
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. L/
15. System not in top or subsoil or 5 foot removal. -------
16. Proposed contours are suitable. . f
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 pd for parcel. -/
21. No garbage disposal. -�
22. System adequately sized for its intended use. L.i
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 co April 7. 1989 - Phosphorus Zone 300'. -/-
Plan reviewed by: (....0