HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH ;
Zf X/7 SEWAGE PLAN REVIEW CHECKLIST
Location: AM -2C LOTZ7d Date of Subdivision Approval
Street /' .t,die,% Zone of Contribution: In Out
Village Q/,-/i1w Commercial Residential
Owner: I fl�S Lh Installer 7;1-/4
Builder: .2 Engineer A7 //,ieu- .
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. L..------
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. L/
9. Leaching a minimum of 20 feet from house and 10 feet from deck,
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. t./
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. %' -
17. System meets slope requirements - min. 1/8", 1/4" preferred. i/ ,
18. System meets breakout requirements- peastone elevation carried out 15 feet minimum. t,>-----
19. Specified tee sizes are proper, gas baffle on outlet tee. ,., :_
20. 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 d-box.
24. Manhole covers within 6" of grade - septic tank and pump chamber. c/
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. c/
32. Title V application and fee signed by a licensed installer.
33. Foundation footing 2 feet above adjusted water table. v
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading.,
35. Subdivided prior io April 7, 1989 - Phosphorus Zone 300'. '
Plan reviewed by: CW
1
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