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TOWN OF YARMOUTH
41, s/ e2i, SEWAGE PLAN REVIEW CHECKLIST
Location: . M LOT-.3 Date of Subdivision Approval
Street 33 Zone of Contribution: In Out
Village > _ Commercial Residential p
Owner: L -3- i <P I). % <.� Installer iG/ 2t e :
Builder: Engineer Jo 4‘,2 &iftW
1-77 - F2-6a
N/A YES NO
1. Required number of copies received.
2. Date of soils exam and percolation test not older than 2 years. v/
3. 4 feet of naturally occurring pervious material, above water table(new construction) ...--------
-1.
4. Foundation 2 feet above high point of fronting road for new construction. L----
. Water availability letter from Water Department for new construction. , -----
6.
6. Benchmark indicated and shown-NGVD if near wetlands.
7. Building sewer does not exit center of house. t/
8. Septic tank a minimum of 10 feet from house and deck. L.-------
0.
9, Leaching a minimum of 20 feet from house and 10 feet from deck.
10. Leaching a minimum of 100 feet from wetlands.
-reaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. L-------
12.
12. System meets all other setback requirements. ,.....----
13.
113. Uses adjustment for maximum high-groundwater. ./....
14. Leaching 4 -5 feet above adju ted water tabor bottom of test pit. / va ki.A.r i ..------
15.
15. System not in top or subsoil or of removed:
16. Proposed contours are suitable. L
7 Svctern meets slo a r-!;._.. : _t_'_I H. " " • I1': -• -• .
18. System meets breakout requirements- peastone elevation..carried out 15 feet minimum. /i;,,v 1_/-
19.
/19. Specified tee sizes are proper. gas baffle on outlet tee. -4!"--
20.
4/20. Sewage flow under 10,000 gpd for parcel. 1 _...------
I,
I, 21. No garbage disposal. ,
22. System adequately sized for its intended use.
23. Minimum 6" stone or mechanically compacted below the tank and d-box. , i
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 andump 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 J
b. wall construction schedule
c. commercial system
30. Engineer and Land Surveyor stamp and signature. .__/-
31.
/31. H2O loading when system subject to vehicular traffic- �/
32. Title V application and fee signed by a licensed installer. ,___.-
33.
�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: ( ^