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TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
Location: AMLOT Z 7 Date of Subdivision Approval
Street Zone of Contribution: In.-
�ialt
Village Commercial Residen
Owner: /444�,� le�Z6 l0 Installer
Builder: O� "h
7F/-- sus- 3
I. Required number of copies receiv(
2. Date of soils exam and percolatio
3. 4 feet of naturally occunnng Very ic
4. Foundation 2 feet above high -pp -in
5. Water availabili letter from Wate
6. Benchmark indicated and shown -
7. Building sewer does not exit cente
8. Septic tank a minimum of 10 feet i
9. Leachin a minimum of 20 feet fre_...---
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oil/ e4,•
a XVA .. mcm ILUM UCC
N/A YES NO
tion
10. Leachinc, a minimum of 100 feet from wetlands. H'
1. Leaching a minimum of 150 feet from drinkiniz wells/25 feet-fim irrigationwells
12, System meets all other setback reguffements.
13. Uses ad'ustment for imum high
groundwater.
14. Leaching 4 -5 above a 'usted water table or bottom est pit.
-feet
15. System not in to,12 or su soil or 5
foot re oval.
6. Proposed contours are suitable.
17. System meets slo ere uir men
- min. 1/8". 1/4" oreferred./
1 R QvetPm mPctc hra�lrnnt rPnnirPmPntc - nPactnnP PIP\/ ttinn ramP/� Attt 1 S TPPt minimum %...�
23. Minimum 6" stone or mechanicaUy compacted below the tank and d -box. ✓
24. Manhole covers within 6" of grade - s is tank and p= chamber.
25. Electrical pgrmit for um chamber.
26. Pum Ustern - 2" line wee hole check valve, sanit= in d - box. 1 on separate circuit.
7. Septic tank and 12umn chamber to be FactoEy wate ofe
28. Vent nrovided if leaching below 3 feet or under ddjgw-a_y or parking.
29. Engineer to inspect and certify : a. cl-a_yremoval
b. wall construction schedule
c. commercials stem
30. Engineer and Land SpMe or stain 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-
. LUL JUlXl1VILLV.17UI t JUl -11 17OU - PIILIMU LUQuni
35. Subdivided prior co Apri17. 1989 - Phosphorus Zone 300'.
Plan reviewed by: