HomeMy WebLinkAbout2016 Oct, Nov - Notes, Messages, Locus, Plan - Request for Chickensr
PROPOSED SEWER CONNECTION
- --101-- EXISTING CONTOUR N
EX/STING LEACH PIT
CONNECT TO EXISTING PIPE AT, OR
x 100.98 EXISTING SPOT GRADE
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TO BE PUMPED, FILLED
ABOVE, INV.=93.70
W/SAND &ABANDONED
X1,1 -EXISTING WATER SVC.
Rook
76,70
(SEE ALSO, NOTE 11)
EX/STING SEPTIC TANK
INV(OUT)=99.0±LOCUS
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TEST PIT v
BENCHMARK -2
Ai BENCHMARK `� oP
COR.180TTOM STEP
EL.=98.95
LEGEND
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BENCHMARK -1
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VENT
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COR./BOTTOM STEP
EL. =.90 LOCUS MAP
103
NOT TO SCALE
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-
GENERAL NOTES:
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1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
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BOARD OF HEALTH AND THE DESIGN ENGINEER.
95,83
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111.79 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
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ENVIRONMENTAL LE
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LATIONS, EXCEPTLASVREQUDES ED BELOW:B
A D REGULATIONS,
LOCAL
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10 .20 ( TBM-2 ��`J
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' -310 CMR 15.405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL
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8,27 `.:: 1x3,9
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1 A 2' variance to the 3' maximum cover requirement, for 5'
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02.8rX DECK
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of cover over the S.A.S. Venting is required.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
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DESIGN ENGINEER.
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0iHOUSE(#2)
EXISTING
8,16,. �P
0391
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06,06 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
:<:J"'ENGINEER BEFORE CONSTRUCTION CONTINUES.
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5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
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6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
JO N - THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
LOT
21
/
z CHU ILI 0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
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80 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
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ID. 5-038 103.29
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q, gt 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
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5.84 I
DIRECTED BY THE APPROVING AUTHORITIES.
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x 9952
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
10:3,08
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
x 100.77
pF R4SX,
Sq� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
5' SIDES OF THE S.A.S. AND
IN THE AREA BENEATH AND FOR ON ALL
PETER T. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
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x 104,60 ��
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McENTEE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
CIVIL " PRIOR TO BACKFILL.
DECK
CBN Q
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INSPECTED BY DESIGN ENGINEER
35109
96,35
® 96,6k
6`
�- 104,38
No. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
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14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
BAT"
KITCHEN DIN. RM.
9772
BEDROOM
x 10131
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
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LIV. RM. BEDROOM
99,00
2 ZEPHYR DRIVE, YARMOUTH PORT, MA
BEDROOM
100.02
Prepared for: Pastore Excavation, P.O. Box 1289. Forestdale, MA 02644
OWNER OF RECORD
r%' 7•� g eering by: Surveying by: SCALE DRAWN JOB. N0.
100.70 Engineering -
COTTO, MICHAEL T Engineering Works, Inc. JC Engineering, Inc. 1 "-20' P.T.M. 215-16
FLOOR
PLAN
COTTO, LOUISE
2 ZEPHYr DRIVE
12 West Crossfield Road 2854 Cranberry Hwy.
Forestdole, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO.
YARMOUTH PORT,
MA 02675 (508) 477-5313 (508) 273-0377 9/23/16 P.T.M. 1 of 2