HomeMy WebLinkAboutReview Checklist TOWN OF YARMOUTH
oc x.s_6 SEWAGE PLAN REVIEW CHECKLIST
Location: AM 76, LOT 23 7 Date of Subdivision Approval
.ZG, if7Dx` f_7, .
i' Street 6 ,4i S . Zone of Contribution: In Out
Village P4/-• ( Q'G/� G'� I Commercial Residential
Owner: /caw ie.e.fii Installer T73--/V
Builder: Engineer VcW-%2/
N/A YES NO
1. Required number of copies received. /y
X
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. /
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. c/`
9. Leaching a minimum of 20 feet from house and 10 feet from deck. //
10. Leaching a minimum of 100 feet from wetlands. / c/
11. Leaching a minimum of 150 feet from drinking wells/25 feet from irrigation wells. V /
12. System meets all other setback requirements.
13_ Uses adjustment for maximum high groundwater. i
14. Leaching 4 -5 feet above adjusted water table or bottom of test pit.
ki715. System not in top or subsoil or 5 foot removal.
1C Proposed contours are suitable. 3''4zcgi-t-49 f1' --/
• 17. System meets slope requirements - mini. 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 gpd for parcel.
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.
24. Manhole covers within 6" of grade - septic tank and pump chamber. // ;/
25. Electrical permit for pump chamber. t/
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.
32. Title V application and fee signed by a licensed installer.
33. Foundation footing 2 feet above adjusted water table. J
34. Lot subdivided prior to July 31, 1986 - Nitrate Loading.
35. Subdivided prior co April 7, 1989 - Phosphorus Zone 300'. L2
Plan reviewed by: