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or
TOWN OF YARMOUTH
SEWAGE PLAN REVIEW CHECKLIST
1'
Location: AM, .2' LOT S.-Z- Date of Subdivision Approval
StreetLZone of Contribution: In Out A
9 -rj
Village c)• Commercial Residential f
Owner: J7 K d X ' Installer 7-71.4
Builder: Engineer /4M C c./a---0e
-77 S"Gd
N/A YES NO
1. Required number of copies received •
L.
2.. Date of soils exam and percolation test_not older than 2 years. t/
4 f- -t o t_-s__t- ► a _11;1 C..1 ILI II=_ M_ 1 • .L. '-_-_I 1.1 rA. M' i_'II t_' ' I
4. Foundation 2 feet above high point of frog road for new construction. k.
5. Water availability letter from Water L1� nt for new codon._ c/
6. Benchmark indicated and shown-NS if near wetlands,
7. Building sewer dogs not.exit center oThouse
8. Septic tank a minimum of 10 feet from house and deck. 1�
9. Leaching a minimum of 20 feet from house and 10 feet from deck. a---' ty
10. Leaching a minimum of 100 feet from wetlands.
11 Lcachina minimum of 150 feet from drinking_wells/25 feet from irrigation wells. ,------
12.
12. System meets all oder set , a-. irements.
13. Uses adjustment for maxum. .4 4'. 'Jo undwater. /'( /1';'-
14. Leaching 4-5 feet above . .1:1 -• water table or bottom of test.pit. /v . i
15. System not in top or sub-.• • 5 foot removal. -4-' , / i/
16. Proposed contours are suitable. tea ,,. . t.---
17. System meets slope reams-min. 118". 114" tented.
18. System meets breakout requirements- peastone elevation earried,out 15 feet minimum. ( pct
19. Specified tee sizes are proper. Das baffle on outlet tee. ✓-
20. Sewage flow under 10.000 gpd for mel ►�
'21. No garbage disposj..
• 22. System adequately sized for its intended use; v---
-23. Minimum 6" stone or nrchanically compacted below the tank and d box.
,..-----
"24.Manhole covers within 6" of grade-sic tank aatvump chamber, r
▪ 25 Electrical permit for pump chamber. ✓_
• ;� . - i - i, - " _4 . L. .__ I 17i.. IL_ a sanitary in d-box. alarm on separate circuit. i_ .
27. Septic tank and pump chamber to be Factory wate &
28. Vent provided if ,aching below 3 feet or under driveway or parking.
29. Engineer to inspect and certify, a. clay removal +./
b. wall construction schedule ✓'
_si co _s_ial system l/
30. Engineer and Land Surveyor stormsisr tura. --------77'
31. H2O loading when system subject to vehicular traffic.
rt - • . 1 c,• C• • . h. t,- ''4 . . • yLl•. .I •
.uiI• '• i 01 •nr • • .,.ve . • `ie• wa e t: . i-_
35. Subdivided prior to April 7. 1989 - Phosphorus Zo 00'.
Plan reviewed by: C