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TOWN OF YARMOUTH
.1, SEWAGE PLAN REVIEW CHECKLIST
Location: AM ii LOT_____ Date of Subdivision Approva
Street 21 f - Zone of Contribution:/, ' Out
Village Y Commercial esidential
Owner: t' L 'L SV -/-& "" Installer ,43V�i
42-e - 5-
Builder:
"%le-
Engineer �" - i- E_
_39'F v -)
N/A YES NO
1. Required number of copies received. h%
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. X
5. Water availability letter from Water Department for new construction.
6. Benchmark indicated and shown-NGVD if near wetlands. \/.3e'
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. 2e U41L1 4 • X
11. Leaching a minimum of 150 feet from drinking we b/25 feet from irrigation wells. Ne'
12. System meets all other setback r uirements. 4 '(/(t I.(uk,i) /7'- X
13. Uses adjustment for maximum •' groundwater.
14. Leaching 4 -5 feet above ad'u water table 9r bottom of test pit.
15. System not in top or subsoil or foot rec io 1.
16. Proposed contours are suitable. X
17..System meets slope requirements- min. 1/8". 1/4" preferred. X
18. System meets breakout requirements- peastone elevation carried out 15 feet • • um.
19 Specified tee sizes are proper, gas baffle on outlet tee.
20iSewage flow under 10.000 gpd for parcel.
21. No garbage disposal. 76 � u-
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.
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 r"
c. commercial system
30. Engineer and Land Surveyor stamp and signature. l- k
31. H2O loading when system subject to vehicular traffic.
32. Title V application'and fee signed by a licensed installer.
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: 02kA