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101.24
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.=101.31 a� ECK �/
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RAISED 9934
ARDEN
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p}p924 99,63
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CATCH BASIN m
�• � 99,94 �O
•
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r ins
> BH
Yarmouth Health DeP artro 98.89 100.05 034 10'.
APPROVED �' x
31 o //
Name Date a
m x 98.50 rr""y"K 1
EXISTING SEPTIC TANK -
TOP OF TANK,EL.= 100.32
INV, (OUT)=98.97t(VERIFY)
EXISTING CESSPOOLS/PITS
TO BE PUMPED, FILLED
W/SAND AND ABANDONED
(SEE ALSO NOTE 11)
PROPOSED S.A.S.
2-500. GAL CHAMBERS
SURROUNDED W/4' STONE
OWNER OF RECORD
EIBELMAN, .BORIS &:
ZOYA SHERESHKOVA
91 NIGHTINGALE DRIVE
WEST YARMOUTH, MA 02673
99,49
x
or
LOT 1N16 28� PETER T.
cETEE
16,703 tSF S rb, M C11 L
No. 35109
v Z��z(22
HOUSE LOCATION TAKEN FROM "PLOT PLAN" BY CROWELL
& TAYLOR CORP, YARMOUTHPORT, MA, DATED 2/6/74
LEGEND
o�
EXISTING CONTOUR
/
x
100,63
m
.Qn • PK
c - 0.m
SET
,10037
EXISTING GAS SERVICE
-1N-
EXISTING WATER SERVICE
\
TEST PIT
�,.,%
b
.�aL 6L • �
•\
+
100.62
100,23
101,53
\
G
GSD
00.20
G
\ 10052
1038
\
100.72
101,48
oJ',
"T ilJ
or
LOT 1N16 28� PETER T.
cETEE
16,703 tSF S rb, M C11 L
No. 35109
v Z��z(22
HOUSE LOCATION TAKEN FROM "PLOT PLAN" BY CROWELL
& TAYLOR CORP, YARMOUTHPORT, MA, DATED 2/6/74
l- , j 'J rt 2.022
HEALTH DEPT.
GENERAL NOTES: LOCUS MAP
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES. '
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND.
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3):
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
14. THE ENGINEER iS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
MAP ID: 57-20
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
59 LAKE ROAD WEST, WEST YARMOUTH, MA
Prepared for: Boris Eibelam, 91 Nightingale Drive, West Yarmouth, MA 02673
Engineering by: FDAE
DRAWN JOB. NO.
Engineering Works, Inc. 20' P.T.M. 107-22
12 West Crossfield Road, Forestdale, MA 02644 CHECKED SHEET NO.
(508) 477-5313 222 P.T.M. 1 Of 2
LEGEND
-.67 --
EXISTING CONTOUR
x 100.98
EXISTING SPOT GRADE
-a H. - OVERHEAD WIRES
- G -
EXISTING GAS SERVICE
-1N-
EXISTING WATER SERVICE
TEST PIT
BENCHMARK
l- , j 'J rt 2.022
HEALTH DEPT.
GENERAL NOTES: LOCUS MAP
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES. '
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND.
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3):
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
14. THE ENGINEER iS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
MAP ID: 57-20
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
59 LAKE ROAD WEST, WEST YARMOUTH, MA
Prepared for: Boris Eibelam, 91 Nightingale Drive, West Yarmouth, MA 02673
Engineering by: FDAE
DRAWN JOB. NO.
Engineering Works, Inc. 20' P.T.M. 107-22
12 West Crossfield Road, Forestdale, MA 02644 CHECKED SHEET NO.
(508) 477-5313 222 P.T.M. 1 Of 2