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TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AM.5 LOT v8 Date of Subdivision Approval 1
Street / l.&/G1-11-1/ Z--",476::-. Zone of Contribution: I -01Out
Village C/ -s Commercial 'esidential
Owner: f{/Gi/p5 Installer f.Wra X777
>7/ 93?7
Builder: Engineer _WA/ C -A0,4*- 4 i 46•
"Q.- l5-4/
N/A YES NO
1. Required number of copies received. }Q
2. Date of soils exam and percolation test not older than 2 years. '5<-
3. 4 feet of naturally occurring pervious material, above water table(new construction) X
4. Foundation 2 feet above high point of fronting road for new construction.
X
5. Water availability letter from Water Department for new construction. XC
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.
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. A
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.
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 apd for parcel.
21.No garbage disposal.
22.=Svstem 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.
25. Electrical permit for pump chamber.
26. Pump system - 2" line, weep hole, check valve, sanitary in d-box. alarm on separate circuit.k
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. X _
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 - Pho( horus Zone 300'. .
Plan reviewed by: / -�"U