HomeMy WebLinkAboutEngineer PlanT.O.F. EL.= 15.4'± i FINISH GRADE OVER D -BOX = 13.4'±
PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER
WITH COVER OVER INLET & FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6" OF FINISHED GRADE
FINISHED GRADE OUTLET TO WITHIN 6" OF F.G.
f@ FOUNDATION =14.0'-+ 1 4.1 ± r5" DIA. OUTLET(S)
21" MIN. ACCESS
COVER (3 TYP.) 9" MIN.
PROP. SCH. 40 36" MAX. 9" MIN.
PVC SEWER 36" MAX.
PROP. SCH. 40
MIN. SLOPE (&R N6" 3" 2" DROP MIN. 3„ 9„ PVCSEWERL=45'±3" DROP MAX.k7TTEE
PE@1% PROVIDE WATERTIGHT
4" PVC IN FROM JOINTS (TYP.)
*12.40' 141.60' SEPTIC TANK 4" PVC OUT TO
O LEACHING FACILITY
11.85'
TEES SHALL BE TLE ! 11.0T MIN. 6 10.90'
CENTERED 48"
UNDERNEATH COVER 6" CRUSHED STONE
OPENING GAS BAFFLE OVER MECHANICALLY
28.1' OFFSET TO FND COMPACTED BASE
6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX
OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE
COMPACTED BASE C ( BASE. FIRST TWO FEET OF OUTLET
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL
'CONTRACTOR TO REPLUMB & EXIT FND. LENGTH 10'-6' WIDTH 5-8° DEPTH 51-8"(Dimensio ns Per CROSS SECTION VIEW
�^ v
AT THIS EL. &CONFIRM TOP OF FND. ACME/SHOREY)
I D I S i R I H TIO I X nFTAIL
EL =15.4' PRIOR TO STARTING WORK. NOT TO SCALE NOT TO SCALE
X
MAP 36 FLOOD ZONE LINE DIVIDING ZONE X (<500) FROM ZONE Benchmark
LOT 49 AE (EL. 11) BASED ON ACTUAL ON -THE -GROUND FIELD Nail Set in U.P.
INSTRUMENT SURVEY (B.F.E. = 11.0' NAVD 88 BASED ON Elev. = 12.77'
X F- 1. R. M. #25001C0569) (EFFECTIVE JULY 16, 2014) N.A.V.D. 88
-X-X-X-X-X-Xt- y S860 49'30"E l
9 100.20' ` 1
x
X
X (oaf ��aJ
X
I
MAP 36 j Lu TP 3
LOT 57 x
X 9x4'
X
X
1
MAP 36 / �0 /® N i °'
LOT 481/
/
12,420±S.F. -' 20"// tib,
IZ
w
^o /�i 5po1 I >
``i la
C
(6 12 Iw
5) j
PROP. FIVE (5)
o LC -6 LEACHING
APPROXI LOG OF <A / ® FL. EL. CHAMBERS w/
EXISTING LEACHING /� ®® i =9.8'± HC -325.5' 24 O STONE
AREA TO BE o\�\ 9._
ABANDONED n' P 1 73
Ji p' O
13x0 - \\
�
X
X
7
A
X / I �, ��� zz♦�
X °1 0 a
�y O it
V Fir> C)/��/ TOF=15.4,+ O
lil C� GAS ,\,\ \\I D BOX
till j -G,�/ S �_ 4)
�_NY� GAS
\
EXISTING 1,000 GALLON ,-^ O }t} G #73 HC -2 r 3) GAS
SEPTIC TANK TO BE x \ �� ,' III EXISTING �i \\ 1 I j O
3
ABANDONED PER 310 X \ -BEDROOM I
CMR 15.354 (i.e. PUMPED, I \ DWELLING I 0 0 v
Xi
BOTTOM OPENED ! N Z
RUPTURED AND FILLED XI II \� \� F.P. o Cl)
I < a
w/ CLEAN SAND) I 1
PROP. INV:O oo W
. � � rn w
EL.=12 40'00 o W
h CO
X I I REPLUMB & 12 .71 h 1 0
( I u EXIT FRONT
OF HOUSE - 14 I
li HC -1 1 1� � \ 1
I \ 20" �h-CONTRACTOR TO
�W SLEEVE SEPTIC
MAP 361 _ // ' ) PIPE 10' MIN. EACH
LOT 58 / I \ hVq _�-----13-----�\ 0 1' 1 .SIDE OF WATER
LINE CROSSING
o
X ! FILL DOWN TO 75"
B.G.S.; GWE=5.35
UL! ' ' I 3 / PROPOSED 1,500
�TP 2 'gip .
� \ � GALLON SEPTIC TANK
1 1;116iu
\ SL94' I i
® S82° 47'40"W \
OF PA MENT
- o -
o s VIRGINIA STREET
(40' WIDE - PRIVATE LAYOUT)
SITE PLAN
- -..- SCALE: 1" = 10'
FINISH GRADE OVER CHAMBERS = 13.7'- 12.5'
SLOPE @ 2% MIN. OVER SYSTEM
4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX
MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE #21)
TOP OF SAS = 11,56'
9" MIN.
10.73' 36" MAX. BREAKOUT EL = 11.23'
a
0 0 0 0 0
0
HC -2
HC -3
SEPTIC COVER IN (1)
GENERAL NOTES - -
35.3'
T7�D
0 0 0 0
41.0'
41.8'
--
CORNER OF STONE (3)
--
STONE TO CROWN OF PIPE
37.4'
1.
UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
36.7'
6.0' (TYP)
34 0'
CORNER OF STONE (5)
73'
GROUND WATER ELEV.= 5.73' moftlin 9- CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
_, LC -6 CHAMBERS T MIN. REQUIRED
TYPICAL CHAMBER PROFILE 4' PROP. (See Gen. Note #23)
LC -6 CHAMBER DETAILS
NOT TO SCALE
NOTES:
1. MAGNETIC MARKING TAPE SHALL BE PLACED
ALONG THE TOP EDGE OF EACH SEPTIC
SYSTEM COMPONENT.
2. CONTRACTOR SHALL VERIFY SOIL
CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE
CONSISTENCY WITH TEST PIT DATA SHOWN
ON THIS PLAN. REPORT TO ENGINEER AND
LOCAL BOARD OF HEALTH IF SOILS ARE NOT
CONSISTENT WITH TEST PIT DATA.
3. PROPERTY IS NOT LOCATED WITHIN A MASS.
DEP APPROVED ZONE 11
4. SWING TIES SHOWN ON THIS PLAN ARE
PROVIDED ONLY AS A COURTESY FOR THE
INSTALLER. INSTALLER SHALL VERIFY SWING
TIE MEASUREMENTS IN THE FIELD PRIOR TO
INSTALLING THE SYSTEM. CONTRACTOR
SHALL NOTIFY ENGINEER IF MEASUREMENTS
APPEAR TO BE INCORRECT.
5. EXISTING WATER MAIN IS LOCATED ON
OPPOSITE SIDE OF ROAD FROM LOCUS
PROPERTY.
6. ENGINEER TO CERTIFY SYSTEM TO HEALTH
DEPARTMENT.
SWING -TIES
DESCRIPTION
HC -1
HC -2
HC -3
SEPTIC COVER IN (1)
GENERAL NOTES - -
35.3'
3/4"T01-1/2"DOUBLWASHED
E
41.0'
41.8'
--
CORNER OF STONE (3)
--
STONE TO CROWN OF PIPE
37.4'
1.
UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
36.7'
2" OF 1/8" TO 1/2" DOUBLE WASHED
CORNER OF STONE (5)
-
52.4'
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
CORNER OF STONE (6)
STONE OR GEOTEXTILE FILTER FABRIC
45.4'
26.3'
OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
CODE AND ANY APPLICABLE LOCAL RULES.
ELEV TOP = 9.40'
-
I
APPROPRIATE AUTHORITY.
- -
2.
ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
12
PLACE RISERS ON ALL
INSPECTOR: Phil Reneaud (BOH)
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
DESIGN ENGINEER.
✓j
CHAMBERS WITH
INLET PIPES TO 6" OF
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
/.•
3.
4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
FINISHED GRADE--"eSYSTEM
C.S.E. APPROVAL DATE: Nov. 1997
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
e
UNLESS OTHERWISE NOTED.
DATE: March 3, 2022
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
4.
TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
TEST PIT #: 1
_
.A• �
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ELEVATION = 11.23' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
•e�
�
ELEV TOP = 13.00'
ELEV WATER = 5.50'
15.
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
---CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
O
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
PERC RATE _ < 2 min./inch
0 o
PROPOSED PROJECT IS LOCATED WITHIN:
�
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
ASSESSOR'S MAP 36 LOT 48
C�
A`
TEXTURAL CLASS: I
0
5.
SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
OWNER OF RECORD: VIRGINIA SULLIVAN
C3
3
0
o C:)
6.
THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL
0" 13 00'
o0
00
7.
LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER,
4.0'
4.0'
8.
ELEVATIONS BASED ON N.A.V.D. 88 DATUM. SEE BENCHMARK AS SHOWN ON PLAN.
3.0'
(TYP-)i
GROUND WATER ELEV.= 5.73' moftlin 9- CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
_, LC -6 CHAMBERS T MIN. REQUIRED
TYPICAL CHAMBER PROFILE 4' PROP. (See Gen. Note #23)
LC -6 CHAMBER DETAILS
NOT TO SCALE
NOTES:
1. MAGNETIC MARKING TAPE SHALL BE PLACED
ALONG THE TOP EDGE OF EACH SEPTIC
SYSTEM COMPONENT.
2. CONTRACTOR SHALL VERIFY SOIL
CONDITIONS IN THE LOCATION OF THE
PROPOSED LEACHING FACILITY TO ENSURE
CONSISTENCY WITH TEST PIT DATA SHOWN
ON THIS PLAN. REPORT TO ENGINEER AND
LOCAL BOARD OF HEALTH IF SOILS ARE NOT
CONSISTENT WITH TEST PIT DATA.
3. PROPERTY IS NOT LOCATED WITHIN A MASS.
DEP APPROVED ZONE 11
4. SWING TIES SHOWN ON THIS PLAN ARE
PROVIDED ONLY AS A COURTESY FOR THE
INSTALLER. INSTALLER SHALL VERIFY SWING
TIE MEASUREMENTS IN THE FIELD PRIOR TO
INSTALLING THE SYSTEM. CONTRACTOR
SHALL NOTIFY ENGINEER IF MEASUREMENTS
APPEAR TO BE INCORRECT.
5. EXISTING WATER MAIN IS LOCATED ON
OPPOSITE SIDE OF ROAD FROM LOCUS
PROPERTY.
6. ENGINEER TO CERTIFY SYSTEM TO HEALTH
DEPARTMENT.
SWING -TIES
DESCRIPTION
HC -1
HC -2
HC -3
SEPTIC COVER IN (1)
33.4'
35.3'
i
SEPTIC COVER OUT (2)
41.0'
41.8'
--
CORNER OF STONE (3)
--
25.8'
37.4'
CORNER OF STONE (4)
10.
36.7'
45.6'
CORNER OF STONE (5)
-
52.4'
37.1'
CORNER OF STONE (6)
`- -"REGULATIONS.
45.4'
26.3'
• P
♦ r
LOCUS PLAN
SCALE: 1" = 1000'
17117 -SIGN DATA
NUMBER OF BEDROOMS (DESIGN) 3
DESIGN FLOW 110 GAL/DAY/BEDROOM
TOTAL DESIGN FLOW 330 GAUDAY
DESIGN FLOW x 200 % = 660 GAL/DAY
USE PROPOSED 1,500 GALLON SEPTIC TANK
1 '4
6„
B
.+•
12"
Perc
30„
�; •e y�
s ?�
r t-, C
9Y.
96"
WEST YARMOUTH, MA 02673
12.50' FEMA FLOOD ZONE X (<500)
COMMUNITY PANEL # 25001 CO569J
12.00' 17. DEED REFERENCE: BOOK 1403, PAGE 579
10.50' 18. PLAN REFERENCES: 1.) P.B. 196, PG. 103 2.) P.B. 219, PG. 23
19, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION_
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
5.50' ; 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.212(1) AND 15.211, RESPECTIVELY:
5 00' 1 A 1 0' WAIVER 5 0' 4 0' FOR THE SEPARATION BETWEEN THE SAS AND ESHGW
II0
APPROVED
(2J A 5.0' WAIVER (10.0' - 5.0') FOR THE SETBACK FROM SAS TO FRONT PROPERTY LINE.
TEST IIT OATA
i
1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
PERC NO. N/A
i
INSPECTOR: Phil Reneaud (BOH)
TO THE DESIGN ENGINEER.
EVALUATOR: John L Churchill Jr., PE
- - - 50 - - - EXISTING CONTOUR
10.
ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
rn PROPOSED CONTOUR
DATE: March 3, 2022
11,
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
1
`- -"REGULATIONS.
TEST PIT'
TEST PIT #: 3
OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
ELEV TOP = 9.40'
- O/H/W - EXISTING OVERHEAD UTILITIES
I
APPROPRIATE AUTHORITY.
PERC NO. N/A
12
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
INSPECTOR: Phil Reneaud (BOH)
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
✓j
EVALUATOR: John L. Churchill Jr., PE
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
/.•
-
C.S.E. APPROVAL DATE: Nov. 1997
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
e
DATE: March 3, 2022
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
TEST PIT #: 1
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY:
.A• �
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
•e�
�
ELEV TOP = 13.00'
ELEV WATER = 5.50'
15.
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
---CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
,�. 7
PERC RATE _ < 2 min./inch
16.
PROPOSED PROJECT IS LOCATED WITHIN:
�
j DEPTH OF PERC = 12" - 30"
ASSESSOR'S MAP 36 LOT 48
A`
TEXTURAL CLASS: I
OWNER OF RECORD: VIRGINIA SULLIVAN
3
ADDRESS: 73 CLEVELAND WAY
0" 13 00'
1 '4
6„
B
.+•
12"
Perc
30„
�; •e y�
s ?�
r t-, C
9Y.
96"
WEST YARMOUTH, MA 02673
12.50' FEMA FLOOD ZONE X (<500)
COMMUNITY PANEL # 25001 CO569J
12.00' 17. DEED REFERENCE: BOOK 1403, PAGE 579
10.50' 18. PLAN REFERENCES: 1.) P.B. 196, PG. 103 2.) P.B. 219, PG. 23
19, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION_
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
5.50' ; 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.212(1) AND 15.211, RESPECTIVELY:
5 00' 1 A 1 0' WAIVER 5 0' 4 0' FOR THE SEPARATION BETWEEN THE SAS AND ESHGW
- - W W -- EXISTING WATER LINE
I PERC RATE _
GAS EXISTING GAS LINE
INSTALL (5) LC -6 CHAMBERS w/ STONE 1 DEPTH OF PERC
TEXTURAL CLASS. I TEST PIT LOCATION
Yumoath Health Deps
t
APPROVED
(2J A 5.0' WAIVER (10.0' - 5.0') FOR THE SETBACK FROM SAS TO FRONT PROPERTY LINE.
TEST IIT OATA
i
PERC NO. N/A
i
INSPECTOR: Phil Reneaud (BOH)
50xO' EXISTING SPOT GRADE
EVALUATOR: John L Churchill Jr., PE
- - - 50 - - - EXISTING CONTOUR
C.S.E. APPROVAL DATE:, Nov. 1997
rn PROPOSED CONTOUR
DATE: March 3, 2022
1
50 PROPOSED SPOT GRADE
TEST PIT #: 3
ELEV TOP = 9.40'
- O/H/W - EXISTING OVERHEAD UTILITIES
I
ELEV WATER - 5 73'
- - W W -- EXISTING WATER LINE
I PERC RATE _
GAS EXISTING GAS LINE
INSTALL (5) LC -6 CHAMBERS w/ STONE 1 DEPTH OF PERC
TEXTURAL CLASS. I TEST PIT LOCATION
Yumoath Health Deps
t
APPROVED
Nam Dat
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY -"- -" ` O O O PROPOSED 1,500 GALLON SEPTIC TANK
(34.0'+ 11.0') (2) ( 1') ( 0.74 GPD/ S.F.) = 66.6 GAL/DAY
p" 9 40'
BOTTOM CAPACITY
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 16"
(34.0'x 11.0') (0.74 GPD/S.F.) = 276.8 GAUDAY A
24
TOTALS: B
TOTAL NUMBER OF CHAMBERS 5 32"
TOTAL LEACHING AREA 464.1 SQ.FT.
TOTAL LEACHING CAPACITY 343.4 GAL./DAY 44"
i
C
I
70„
Fill
Loamy San
1 OYr 3/2
Loamy Sand
1 OYr 5/6
Mottling
Standing @ -
Fine to Med. Sand
2.5Y 5/4
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
13 PROPOSED DISTRIBUTION BOX
8.07'
O PROPOSED LC -6 LEACHING CHAMBER
7.40'
1 4-12-22 MCP JLC Added B.M. and note for Engineer to certify
6.73' REV: DATE BY APPO DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE {
ZN OF Mys
5.73` o=��Pc sq°yG� PREPARED FOR:
JOHN L. ROBERT B. OUR CO., INC.
c0i CHURCHILL JR. m
v N0.413066
LOCATED AT
E 73 CLEVELAND WAY
WEST YARMOUTH, MA 02673
3.5T SCALE: 1 INCH = 10 FT. DATE MARCH 18, 2022
SN OF S 0 5 10 20 40 FEET
{ I s i
RESERVED FOR BOARD OF HEALTH USE CHURHILL JR. a� PREPARED BY:
CIVIL JC ENGINEERING, INC.
No: 41e07 2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
IDrawn By. MCP _ Designed By MCP 43 Checked By: JLC JOB No. 61
43 -