HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
• SEWAGE PLAN REVIEW CHECKLIST
Location: AM /'7 LOT C/a/7 Date of Subdivision Approval S -3 ''%%S
Street // f 3 /e ' Zone of Contribution: In Out 7
Village 0. tfrw r Conunercial Residential ,
Owner: /PE A"- \7;57seievo Installer riQK7 k-,s i -vG--
9/n - 7&> - 9:J.-Dr 770- 69'414+
Builder: J.,/71 / iiiiey Engineer , '/?2%i f-A-1_/- iQi
-77S 9:5. 9 -77/0
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.
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. X
10. Leaching a minimum of 100 feet from wetlands. 7C
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. X
12. System meets all other setback requirements. S
13. Uses adjustment for maximum high groundwater. X
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit. X
15. System not in top or subsoil or 5 foot removal. 7C
16. Proposed contours are suitable.
17. System meets slope requirements - min. 1/8", 1/4" preferred. X
1.8. System meets breakout requirements- peastone elevation carried out 15 feet minimum.
)C
19. Specified tee sizes are proper. gas baffle on outlet tee.
20. Sewage flow under 10.000 gpd for parcel. X
21. No garbage disposal.
22. System adequately sized for its intended use. X
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. YC
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. X
28. Vent provided if leaching below 3 feet or under driveway or parking.
29. Engineer to inspect and certify : a. clay removals
b. wall construction schedule )c.
c. commercial system X
30. Engineer and Land Surveyor stamp and signature. .X
31. H2O loading when system subject to vehicular traffic. X
32. Title V application and fee signed by a licensed installer. `X
33. Foundation footing 2 feet above adjusted water table. x
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading.
35. Subdivided prior to April 7, 1989 - Phosphorius Zone 300'.
Plan reviewed by: 66C....