HomeMy WebLinkAbout83-1914 - Sewage Disposal SystemLOCUS PLAN
STAKED IN PLACE
PLOYVINYL SILTATION
FENCE
FLOW �-
nry ryi
TANK #2
PROPOSED 1,500 GAL. PRECAST PROPOSED 1,500 GAL. PRECAST
CONCRETE TIGHT TANK (H20) CONCRETE TIGHT TANK (H20)
NOTE: HIGH GROUNDWATER ELEVATION = 3.08
I
TIGHT TANK PROFILE
NOT TO SCALE
ALARMS
(TO BE MOUNTED
INSIDE BUILDING)
'L FOR
7
CAST IRON
FRAME AND COVER (H-10)
PROVIDE WATER TIGHT SECURABLE SEAL
1" ELECTRIC CONDORS
EROSION CONTROL .NOTES: ALARM 2 ON AT so% of TorAL cAPAcm
RESOURCE AREAELEVATION = 2.8:
BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES
OR RE -BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE
IN EACH BALE SHALL BE ANGLED TOWARD THE CONSTRUCTION.
INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT ALARM 1 ON AT 50% OF TOTAL CAPACIT`
SHALL BE MADE PROMPTLY. IF THEY DISLODGE, REPLACE AS ELEVATION = 0.61
SPECIFIED ABOVE. PLACEMENT AND APPROVAL OF EROSION
ANGLE SECOND STAKE CONTROL DEVICES IS TO BE DONE BY THE TOWN OF YARMOUTH
TOWARD CONSTRUCTION CONSERVATION COMMISSION PRIOR TO CONSTRUCTION.
PLAN VIEW
N O T E S:
6" REIFORCED CONCRETE PAD
1. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND COLLINS CIVIL
11. APPURTENANCES TO BE INSTALLED AND LOCATED ACCORDING TO MANUFACTURERS
ENGINEERING GROUP, INC. AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTIONS.
ANGLE FIRST STAKE TOWARD
2. BrNCHMARK IS THE TOP OF THE LOWEST CONCRETE STEP AS INDICATED ON THIS PLAN
INSTRUCTIONS AND LOCAL BUILDING AND WIRING CODES.
EL '- 6.93 (NGVD).
NOT ro SCALE
3. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS
D E S I G N D A T A
OF THE TIGHT TANK DURING THE COURSE OF CONSTRUCTION
PREVIOUSLY LAID BALE
4. NO FIELD MODIFICATIONS TO THE SEWAGE SYSTEM SHALL BE MADE WITHOUT PRIOR
'C PIPE (INLET) DESIGN FLOW:
WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
3 BEDROOMS x 110 GPD/BEDROOM = 330 GPD
5. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
13. !ALARM TO BE INSTALLED AND LOCATED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND
ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE DATED APRIL 2006
TIGHT TANK:
AND ANY APPLICABLE LOCAL RULES.
330 GPD x 5.0 = 1,650 GALLONS (2,000 GALLONS MIN. REQUIRED)
6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
USE (2) 1,500 GALLON TIGHT TANKS = 3,000 GALLONS
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
14. TIGHT TANK SHALL BE WATERPROOF AND WATER TIGHT. TANK CONSTRUCTION JOINTS
7. SYSTEM COMPONENTS TO WITHSTAND H-20 LOADING CRITERIA.
VERS
LIVING ROOM
,THE
SHALL BE SEALED WITH 1 INCH BUTYL RUBBER GASKET. WATERPROOF BOOTS TO BE INSTALLED
8. THE CONTRACTOR SHALL DECOMMISSION (PUMP & FILL OR REMOVE) THE EXISTING
INLET
W/ BOOTS
SEPTIC SYSTEM IN ACCORDANCE WITH 310 CMR 15.354.
ON TANK INLETS AND OUTLET.
9. RESTORE (LOAM & SEED) ALL AREAS DISTURBED DURING CONSTRUCTION.
6'-0"
10. TIGHT TANK SHALL BE MANUFACTURED BY ACME PRECAST CO., INC. (ITEM NO. ST152M)
15. THE CONTRACTOR SHALL CONFIRM THE LOCATION AND ELEVATION OF THE EXISTING OUTLET PIPES
OR APPROVED EQUAL, AND MEET THE REQUIREMENTS OF 310 CMR 15.260.
6" REIFORCED CONCRETE PAD
SET TANK ON 6" OF
11. APPURTENANCES TO BE INSTALLED AND LOCATED ACCORDING TO MANUFACTURERS
APPLICABLE UTILITY COMPANIES PRIOR TO STARTING WORK.
ANGLE FIRST STAKE TOWARD
CRUSHED STONE OR
APPROVED LEVEL BASE
INSTRUCTIONS AND LOCAL BUILDING AND WIRING CODES.
18. CONTRACTOR WILL BE RESPONSIBLE FOR COMBINING LAUNDRY FLOW WITH SYSTEM.
NOT ro SCALE
12. AN AUDIBLE AND VISUAL ALARM SHALL BE PROVIDED. ALARM ON SWITCH SHALL BE
23. ',TANKS, COVERS AND ALL EXTERIOR ACCESSORIES TO BE WATER TIGHT.
PREVIOUSLY LAID BALE
R.
SET TO ACTIVATE WHEN TANK IS 60% (3/5) FULL.
19. CONTRACTOR RESPONSIBLE FOR IMPLEMENTING ALL O.S.H.A. PROCEDURES TO INCLUDE BUT
COLLINS
BATH
13. !ALARM TO BE INSTALLED AND LOCATED ACCORDING TO MANUFACTURERS INSTRUCTIONS AND
NOT LIMITED TO CONFINED SPACE ENTRY PROCEDURES.
TWO RE -BARS, STEEL PICKETS OR
2'x2' STAKES, 1 1/2' - 2' IN GROUND 2WH
LOCAL BUILDING AND WIRING CODES. ELECTRICAL PERMIT REQUIRED FOR ALARM.
20. CONTRACTOR RESPONSIBLE FOR CONFIRMING LOCATION OF EXISTING LEACHING FACILITY
6'.]
14. TIGHT TANK SHALL BE WATERPROOF AND WATER TIGHT. TANK CONSTRUCTION JOINTS
AND DECOMMISSION AS REQUIRED.
NYLON BOUND BALES
LIVING ROOM
,THE
SHALL BE SEALED WITH 1 INCH BUTYL RUBBER GASKET. WATERPROOF BOOTS TO BE INSTALLED
21. CONTRACTOR TO CONFIRM EXISTING
INLET
W/ BOOTS
ALARMS TO BE INSTALLED IN TANK #2 ONLY (SALT WATER COMPATIBLE SEALANT TO BE USED).
O E
ON TANK INLETS AND OUTLET.
2.24'
6'-0"
KITCHEN
15. THE CONTRACTOR SHALL CONFIRM THE LOCATION AND ELEVATION OF THE EXISTING OUTLET PIPES
PRIOR TO CONSTRUCTION.
WEIGHT OF CONCRETE PAD ABOVE TANK:
STAIRS
AND PROVIDE A 4" OUTLET PIPE WITH A MINIMUM 2% SLOPE TO THE PROPOSED TIGHT TANK
AND BOARD OF HEALTH DIRECTIVES..
34.5 CF OF CONCRETE X 150 LB/CF OF CONCRETE = 5,175 LBS.
WITH' 1.5' MINIMUM COVER.
0.76' BASE OF TANK #2
g'
'PROPERTY
ELEVATION = -0.15
BUOYANT FORCE: (ASSUMES TANK FULLY. SUBMERGED IN WATER)
BEDROOM
16. LINE SHOWN IS APPROXIMATE ONLY AND IS NOT A RESULT OF A PROPERTY
VOLUME OF DISPLACED WATER = 414 CF
C
LINE; SURVEY.
�o �Qo�Qo�Q
BUOYANT FORCE = 414 CF X 64.1 LB/CF (SALT WATER) = 26,537 LB
-H
17. CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING DIG SAFE (888-DIGSAFE) AND ANY OTHER
7• PROPERTY IS LOCATED IN NATURAL HERITAGE JURISDICTION AND THIS ACTIVITY IS EXEMPT.
30,073 LB > 26,537 LB (DOWNWARD FORCE > BUOYANT FORCE)
'- DINNING AND SITTING AREA
HAY BALE, SILT FENCE DIKE DETAIL
�j
LOT 102
DEWITT AND SUSAN DAVENPORT a
62A PLEASANT STREET I �'
, ` I, l 3 WH
---------l
EDGE OF WETLAND
\ 4WWH
LANDING
�J
GTEvE� N 7
OF 6f4 ORT A 25' WETLAN� BUFFER
35791Ss
50' WETLAND BUFFER
OHW i- -
MAP 52 1/
LOT 2 /
NANCY J. RODGERS
11 NORTH COVE LANDING / j
RIVER FRONT DISTURBANCE
ON SITE RIVER FRONT AREA 4,470 S.F.
10% OF 4,470 S.F. = 447 S.F. USE 5,000 S.F. MAX.
PROPOSED RIVER FRONT AREA DISTURBANCE = 1,400 S.F.
1,400 S.F. < 5,000 S.F. MAXIMUM
0 0 10 20 30
EM EN
Scale 1 " = 10'
IX
'I J
'EXISTING''
/ `'-BEDROOM
/` HOUSE
/ SILL EL.=7•
CO
O
'I LAWN
LAWN
�r I
I�
-x6.1
/J x6
__ -- - -I
106.9 00 69Q
- 6
PILE ARE
PROPOSED HAY BALES SILT FENCE (WORK LIMIT) /
h
EXISTING SAS
(2) PROPOSED 1,500 GALLON MONOLITHIC TIGHT TANKS (H-20)
WITH 6" THICK' REINFORCED CONCRETE PAD ABOVE
(USE DOUBLE SEALCOATED ACME PRECAST TANKS)
71.63'
1,500 GALLON PRECAST TIGHT TANK (H-20)
SET TANK ON 6" OF
-H
APPLICABLE UTILITY COMPANIES PRIOR TO STARTING WORK.
ANGLE FIRST STAKE TOWARD
CRUSHED STONE OR
APPROVED LEVEL BASE
M
18. CONTRACTOR WILL BE RESPONSIBLE FOR COMBINING LAUNDRY FLOW WITH SYSTEM.
NOT ro SCALE
highbush blueberry
23. ',TANKS, COVERS AND ALL EXTERIOR ACCESSORIES TO BE WATER TIGHT.
PREVIOUSLY LAID BALE
R.
(n
19. CONTRACTOR RESPONSIBLE FOR IMPLEMENTING ALL O.S.H.A. PROCEDURES TO INCLUDE BUT
COLLINS
CROSS SECTION
NOT LIMITED TO CONFINED SPACE ENTRY PROCEDURES.
TWO RE -BARS, STEEL PICKETS OR
2'x2' STAKES, 1 1/2' - 2' IN GROUND 2WH
20. CONTRACTOR RESPONSIBLE FOR CONFIRMING LOCATION OF EXISTING LEACHING FACILITY
DOWNWARD FORCE:
AND DECOMMISSION AS REQUIRED.
NYLON BOUND BALES
NOTES: ENTIRE OUTSIDE OF TANK TO DOUBLE SEAL COATED PRIOR TO DELIVERY SITE.
FIRST FLOOR
21. CONTRACTOR TO CONFIRM EXISTING
WIRE OR
ALARMS TO BE INSTALLED IN TANK #2 ONLY (SALT WATER COMPATIBLE SEALANT TO BE USED).
O E
STAIRS
PLUMBING, BENCHMARK, AND SILL ELEVATIONS
PLACED ON THE CONTOUR (Typ.) MAP 61 •
PRIOR TO CONSTRUCTION.
HAY BALE, SILT FENCE DIKE DETAIL
�j
LOT 102
DEWITT AND SUSAN DAVENPORT a
62A PLEASANT STREET I �'
, ` I, l 3 WH
---------l
EDGE OF WETLAND
\ 4WWH
LANDING
�J
GTEvE� N 7
OF 6f4 ORT A 25' WETLAN� BUFFER
35791Ss
50' WETLAND BUFFER
OHW i- -
MAP 52 1/
LOT 2 /
NANCY J. RODGERS
11 NORTH COVE LANDING / j
RIVER FRONT DISTURBANCE
ON SITE RIVER FRONT AREA 4,470 S.F.
10% OF 4,470 S.F. = 447 S.F. USE 5,000 S.F. MAX.
PROPOSED RIVER FRONT AREA DISTURBANCE = 1,400 S.F.
1,400 S.F. < 5,000 S.F. MAXIMUM
0 0 10 20 30
EM EN
Scale 1 " = 10'
IX
'I J
'EXISTING''
/ `'-BEDROOM
/` HOUSE
/ SILL EL.=7•
CO
O
'I LAWN
LAWN
�r I
I�
-x6.1
/J x6
__ -- - -I
106.9 00 69Q
- 6
PILE ARE
PROPOSED HAY BALES SILT FENCE (WORK LIMIT) /
h
EXISTING SAS
(2) PROPOSED 1,500 GALLON MONOLITHIC TIGHT TANKS (H-20)
WITH 6" THICK' REINFORCED CONCRETE PAD ABOVE
(USE DOUBLE SEALCOATED ACME PRECAST TANKS)
71.63'
1,500 GALLON PRECAST TIGHT TANK (H-20)
0
1 L
22. A CONTRACT IS TO BE SECURED WITH A LOCAL SEPTAGE HAULER TO PROVIDE PUMPING EVERY 30 DAYS,
A TA
----- - 5 - -- -- EXISTING CONTOURS
DATE: JANUARY 5, 2012
OR AS REQUIRED. SEPTAGE IS TO BE BROUGHT TO A LICENSED FACILITY FOR DISPOSAL.
NOT ro SCALE
highbush blueberry
23. ',TANKS, COVERS AND ALL EXTERIOR ACCESSORIES TO BE WATER TIGHT.
PERFORMED BY: GEORGE
R.
BEDROOM
LOT 102
DEWITT AND SUSAN DAVENPORT a
62A PLEASANT STREET I �'
, ` I, l 3 WH
---------l
EDGE OF WETLAND
\ 4WWH
LANDING
�J
GTEvE� N 7
OF 6f4 ORT A 25' WETLAN� BUFFER
35791Ss
50' WETLAND BUFFER
OHW i- -
MAP 52 1/
LOT 2 /
NANCY J. RODGERS
11 NORTH COVE LANDING / j
RIVER FRONT DISTURBANCE
ON SITE RIVER FRONT AREA 4,470 S.F.
10% OF 4,470 S.F. = 447 S.F. USE 5,000 S.F. MAX.
PROPOSED RIVER FRONT AREA DISTURBANCE = 1,400 S.F.
1,400 S.F. < 5,000 S.F. MAXIMUM
0 0 10 20 30
EM EN
Scale 1 " = 10'
IX
'I J
'EXISTING''
/ `'-BEDROOM
/` HOUSE
/ SILL EL.=7•
CO
O
'I LAWN
LAWN
�r I
I�
-x6.1
/J x6
__ -- - -I
106.9 00 69Q
- 6
PILE ARE
PROPOSED HAY BALES SILT FENCE (WORK LIMIT) /
h
EXISTING SAS
(2) PROPOSED 1,500 GALLON MONOLITHIC TIGHT TANKS (H-20)
WITH 6" THICK' REINFORCED CONCRETE PAD ABOVE
(USE DOUBLE SEALCOATED ACME PRECAST TANKS)
71.63'
1,500 GALLON PRECAST TIGHT TANK (H-20)
0
1 L
22. A CONTRACT IS TO BE SECURED WITH A LOCAL SEPTAGE HAULER TO PROVIDE PUMPING EVERY 30 DAYS,
A TA
----- - 5 - -- -- EXISTING CONTOURS
DATE: JANUARY 5, 2012
OR AS REQUIRED. SEPTAGE IS TO BE BROUGHT TO A LICENSED FACILITY FOR DISPOSAL.
NOT ro SCALE
highbush blueberry
23. ',TANKS, COVERS AND ALL EXTERIOR ACCESSORIES TO BE WATER TIGHT.
PERFORMED BY: GEORGE
R.
BEDROOM
P.E.,
COLLINS
BEDROOM
BUOYANCY ,CALCULATIONS 1,500 GALLON TANK:
WETLAND AND EROSION CONTROL NOTES
DOWNWARD FORCE:
1. WETLAND DELINEATION PERFORMED BY WALTER HEWITSON, PHD, BOTANIST ON 12-30-11.
WEIGHT OF EMPTY 1,500 GAL. TANK = 23,000 LBS.
2. EROSION CONTROL (WORK LIMIT) LINE TO BE INSTALLED PRIOR TO ANY ACTIVITY
WEIGHT OF SOIL ABOVE TANK:
BATHROOM
STAIRS
AND REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
17.25 CF OF SOIL X 110 LB/CF OF SOIL = 1,898 LBS.
3. CONTRACTOR RESPONSIBLE FOR IMPLEMENTING ALL CONSERVATION COMMISSION
WEIGHT OF CONCRETE PAD ABOVE TANK:
AND BOARD OF HEALTH DIRECTIVES..
34.5 CF OF CONCRETE X 150 LB/CF OF CONCRETE = 5,175 LBS.
4. TANK INSTALLATION SHOULD BE SCHEDULED AROUND LOW TIDE.
DOWNWARD. -FORCE -.5= 23,000 +- 1,898 +- 5,175 = 30,073 LBS.
COMMON
5. NO LONG TERM (GRATER THAN 3 DAYS) STOCK PILING ALLOWED ON SITE.
BUOYANT FORCE: (ASSUMES TANK FULLY. SUBMERGED IN WATER)
BEDROOM
VOLUME OF DISPLACED WATER = 414 CF
AREA
6. PROPERTY IS LOCATED IN A ZONE B WITH A FLOOD ELEVATION OF 9.
BUOYANT FORCE = 414 CF X 64.1 LB/CF (SALT WATER) = 26,537 LB
7• PROPERTY IS LOCATED IN NATURAL HERITAGE JURISDICTION AND THIS ACTIVITY IS EXEMPT.
30,073 LB > 26,537 LB (DOWNWARD FORCE > BUOYANT FORCE)
8. DEWATERING PIT TO FE LINED WITH FILTER FABRIC TO REDUCE SILTATION.
/
/ I
I
i
LAWN
rn
� o
I� N
', CIA
-
x2.9 p� x2.9
01
6 30i
1
TP -1
LAWN
tK
MAP 52
LOT 2
x2.1
LOCUS
MAP 52
LOT 1
4,470f S.F.
EXISTING CONCRETE RETAINING WALL
(TOP OF WALL EL.= 5.2)
SECOND FLOOR
FLOOR PLANS
S
0
1 L
D
A TA
----- - 5 - -- -- EXISTING CONTOURS
DATE: JANUARY 5, 2012
x5.6 EXISTING SPOT ELEVATIONS
highbush blueberry
® PROPOSED SPOT ELEVATIONS
PERFORMED BY: GEORGE
R.
COLLINS
P.E.,
COLLINS
CIVIL ENGINEERING GROUP, INC_
WITNESSED BY: BRUCE MURPHY, YARMOUTH B.O.H.
SOIL SOIL SOIL SOIL
HORIZ. COLOR TP -1 DEPTH ELEV. HORIZ. COLOR TP -2 DEPTH ELEV..
o" ssa � o" 5.80
C 2.5Y 6/3
FILL
46" 2.75
48"
M -C SAND
C 2.5Y 6/3
FILL
M -C SAND
36"
- -� 45" .63
ILJI .05
96" -1.42 IL-11 50" 1.63
EST. SEASONAL HIGH GROUNDWATER ELEV. = 3.08
BASED ON HIGHTIDE MARK ON RETAINING WALL.
PROPOSED DEWATERING PIT REQUESTED LOCAL AND STATE VARIANCE:
WITH HAY BALES, PLACE FILTER 1r USE OF A TIGHT TANK VS. THE USE OF THE PROPOSED CONVENTIONAL SEPTIC SYSTEM.
FABRIC OVER DEWATERING PIT NO OTHER FEASIBLE ALTERNATIVE EXISTS WITHOUT OFF SITE IMPLICATIONS.
TO ELIMINATE SILTATION PLANTING SCHEDULE
REQUESTED LOCAL AND STATE VARIANCE:
Common Name
Genus/Species
LEGEND
Planting Specifications
No.
----- - 5 - -- -- EXISTING CONTOURS
x5.6 EXISTING SPOT ELEVATIONS
highbush blueberry
® PROPOSED SPOT ELEVATIONS
2-3' min.
in clusters of 2 to 4, 4-6 feet o.c.
PROPERTY LINES
TP -1 OBSERVATION HOLE LOCATION
-- EDGE OF BITUMINOUS PAVEMENT
WITNESSED BY: BRUCE MURPHY, YARMOUTH B.O.H.
SOIL SOIL SOIL SOIL
HORIZ. COLOR TP -1 DEPTH ELEV. HORIZ. COLOR TP -2 DEPTH ELEV..
o" ssa � o" 5.80
C 2.5Y 6/3
FILL
46" 2.75
48"
M -C SAND
C 2.5Y 6/3
FILL
M -C SAND
36"
- -� 45" .63
ILJI .05
96" -1.42 IL-11 50" 1.63
EST. SEASONAL HIGH GROUNDWATER ELEV. = 3.08
BASED ON HIGHTIDE MARK ON RETAINING WALL.
PROPOSED DEWATERING PIT REQUESTED LOCAL AND STATE VARIANCE:
WITH HAY BALES, PLACE FILTER 1r USE OF A TIGHT TANK VS. THE USE OF THE PROPOSED CONVENTIONAL SEPTIC SYSTEM.
FABRIC OVER DEWATERING PIT NO OTHER FEASIBLE ALTERNATIVE EXISTS WITHOUT OFF SITE IMPLICATIONS.
TO ELIMINATE SILTATION PLANTING SCHEDULE
REQUESTED LOCAL AND STATE VARIANCE:
Common Name
Genus/Species
Size
Planting Specifications
No.
Shrubs
highbush blueberry
Vaccinium corymbosum
2-3' min.
in clusters of 2 to 4, 4-6 feet o.c.
10
1: VARIANCE FROM LOCAL REGULATIONS WHICH REQUIRE A MINIMUM 50' SETBACK
FROM A WETLAND TO A TIGHT TANK. VARIANCE ALLOWING A REDUCTION FROM
FROM 50 TO 30 IS REQUESTED.
� Jh
NOTE: SPECIES MAY BE SUBSTITUTED WITH AGENT APPROVAL. PLANT IN SPRING OR FALL.,r�F�r
FINAL PLANT LOCATIONS AND TYPE TO BE DETERMINED PENDING A SITE WALK WITH THE VARIANCE AND LOCAL UPGRADE APPROVAL NOTES: TE --I_
CONSERVATION ADMINISTRATOR, HOME OWNER AND / OR REPRESENTATIVE. 1. TWO YEAR CONTRACT WITH TANK PUMPING CONTRACTOR REQUIRED PRIOR TO '----
PLAN TO ACCOMPANY A NOTICE OF INTENT IssulNc CERTIFICATE OF COMPLIANCE.
DRAWING TITLE PLAN AND DETAILS SCALE:
SITE BENCHMARK: TOP OF
LOWEST STEP, EL.= 6.93 (NGVD)
SUBSURFACE SEWAGE DISPOSAL SYSTEM UPGRADE AS SHOWN 2���AH OF MSc
DATE: �o GEORGE R.�
PROJECT COLUNS
15 NORTH COVE LANDING 1-17-12 CIVIL H
YARMOUTH, MA DRAWN BY: $ NO. 41631
CLIENT WILLIAM CONDON, ESQ. SWR
REMOVE EXISTING SEPTIC TANK 22 OAKDALE AVENUE, MARION, MA 02738 DESIGNED BY: 1 E
COLLINS CIVIL ENGINEERING GROUP, INC. SWR
2 2-17-12 PER CONSERVATION COMMENTS cRc GRc BRAINTREE - FALMOUTH - WEST BRIDGEWATER, MA CHECKED BY DRAWING
GRC
t 1-25-12 PER BOH COMMENTS SWR GRC CPJIL ENGINEERING -LAND SURVEY -L.S.P. SERVICES
225 SOUTH MAIN STREET, VPEST BRIDGEIPATER, MA 02379 APPROVED BY: PROJECT N0.
REV. DATE DESCRIPTION BY APP. TEL:508-580-2332 MOBILE: 617-347-1383 E-MAIL:GRCPE®AOL.COM GRC 11-206-1421