HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM /, LOT /3/ Date of Subdivision App a
Street J S�, _,/N6-� Z-17►i�- Zone of Contri do Out
Village //J./, 2 m 0i Commercial Residential
Owner: n .e3 ,,?-- /ZS Installer -4 ' �.�' - 77C__.
77E- c'6cf4
Builder: Engineer i(_2,--z� 7e "S Jz",
N/A YES NO
1. Required number of copies received. )('
2. Date of soils exam and percolation test not older than 2 years. x
3. 4 feet of naturally occurring pervious material, above water table(new construction) xi
4. Foundation 2 feet above high point of fronting road for new construction.
5. Water availability letter from Water Department for new construction. X
6. Benchmark indicated and shown - NGVD if near wetlands. XC
7. Building sewer does not.exit center of house.
8. Septic tank a minimum of 10 feet from house and deck. .3(
9. Leaching a minimum of 20 feet from house and 10 feet from deck. X
10. Leaching a minimum of 100 feet from wetlands. X
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. X
12. System meets all other setback requirements. V
13. Uses adjustment for maximum high groundwater. i\
14. Leaching 4 -5 feet above adjusted water table_or bottom of test pit. 4 1, a / . >.'
15. System not in top or subsoil c r 5 foot removal x
16. Proposed contours are suitable. y
17. System meets slope requirements - min. 1/8", 1/4" preferred. X
18. System meets breakout requirements - peastone elevation carried out 15 feet minimum. x
19. Specified tee sizes are proper. gas baffle on outlet tee. X
20:Sewage flow under 10,000 gpd for parcel. X
21. No garbage disposal.
22: System adequately sized for its intended use.
21. Minimum 6" stone or mechanically compacted below the tank and d-box. X
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. X
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. N`
32. Title V application and fee signed by a licensed installer. X
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: ' `.