HomeMy WebLinkAboutStraightway WTF Revised Mitigation Plantings 2_18_2025 (002)303028292931312827252223242621201
9 1716163
0
30
28
29
25
22
2324
26
27
21
2
0
24
23
1
9
20
21
22
23
20
19
18
18
20
2531
2
930282
7
2
6 3332
3131313131
32
2
0
20201
9
19
2121
21222
3
26
252423
27
3
2313029
28
27
26
25
24
23
22
21
30
29
WF C-107WF
C
-
1
0
8
WF C-109
WF C-110
WF C-111
WF
C
-
1
1
3
WF C-1START
WF C-3
WF C-2
WF C-4
WF C--5
WF C-6
WF C-7
WF C-8
WF C-9
WF C-102
WF C-103
WF C-104
WF C-105
WF C-106
EXISTING
WATER STORAGE
TANKGRAV
E
L
D
R
IV
EWA
Y
EXISTING
STRAIGHTWAY
FACILITY
BUILDING
PUMPSTATIONWF C-115
WF C-116
WF C-117
WF C-118
43.9'38.6'27.5'FFE = ± 23.2'FFE = ± 23.9'
FFE = ± 32.7'
TREELINE (TYP)TREELINE (TYP)TREELINE (TYP)
S
T
R
A
I
G
H
T
W
A
Y
(P
U
B
L
I
C
W
A
Y
-
4
0
'
W
I
D
E
)ΔΔ400' WELLHEAD PROTECTION LIMIT
400' WELLHEAD PROTECTION LIMIT
400' WELLHEAD PROTECTION LIMIT
B-1
B-2
B-3
B-4 OW
B-6
B-7
B-5
B-8 OW
EXISTING BOOSTER
PUMP STATION 12.6'
GRAVEL DRIVEWAY
GRAVEL
GRAVEL AREA
30
27
28293132
CANDL
E
WI
C
K
LANE
APPRO
X.
R
O
W
WETLAND FLAGGED BY THOMAS E. LIDDY, PWS/CWS
ON 11/29/23
WETLAND
FLAGGED BY
THOMAS E. LIDDY,
PWS/CWS ON
11/29/23
3220251617181921222324262
7
EXIST. 10" AC WATER MAIN TO
BE ABANDONED IN PLACE
PIPE SHALL BE CUT, CAPPED,
AND FILLED
CUT AND CAP
EXISTING 8" PIPE
ABANDON IN PLACE
(SEE NOTE 1)
CUT AND CAP
EXISTING 8" PIPE
ABANDON IN PLACE
(SEE NOTE 1)
EXTENT OF TREE
CLEARING AND
GRUBBING
(SEE NOTE 3)
EXTENT OF TREE CLEARING AND GRUBBING
(SEE NOTE 3)
EXTENT OF TREE CLEARING AND GRUBBING
(SEE NOTE 3)
TEMPORARY
SEDIMENT
BASIN
TEMPORARY SEDIMENT BASIN
TEMPORARY SEDIMENT BASIN
DISCHARGE TO BE ROUTED TO EAST
TEMPORARY SEDIMENT BASIN
LIMIT OF DISTURBANCE (TYP.)
STRAW WATTLE (TYP.)
GRAVEL
DRIVEWAY TO
BE REMOVED
EXISTING CHEMICAL SHED TO
REMAIN FOR STORAGE
(SEE NOTE 4.)
EXISTING STRAIGHWAY FACILITY
AND WELL 4 TO REMAIN
(SEE NOTE 4)
EXISTING
WATER
STORAGE TANK
TO REMAIN
CONSTRUCTION VEHICLE EXIT
REMOVE AND REUSE
EXISTING HYDRANTS.
HYDRANTS NOT USED
UNDER THE CONTRACT
SHALL BE RETURNED TO
THE OWNER (TYP.)
CONSTRUCTION VEHICLE EXIT
EXISTING FENCE TO BE DEMOLISHED
(SEE NOTE 2)
EXISTING FENCE TO BE DEMOLISHED
EXISTING ELECTRICAL
CONDUITS AND MANHOLES
TO BE REMOVED AND
REINSTALLED PER E1-111
PLUG AND CAP
EXISTING TEE
(SEE NOTE 1)
CUT AND CAP
EXISTING 8" PIPE
ABANDON IN PLACE
CUT AND CAP
EXISTING 8" PIPE
REMOVE AND DISPOSE
(SEE NOTE 1)
EXISTING GAC
FILTERS ON
CONCRETE PAD TO BE
WINTERIZED
SILT SACK (TYP.)
EXISTING 8" PIPES TO
BE ABANDONED IN
PLACE
PLUG AND CAP
EXISTING 8" TEES.
8" VALVES TO BE
REMOVED AND
RETURNED TO OWNER.
PLUG AND CAP
EXISTING 8" TEE
CONSTRUCTION
DEWATERING AREA
CONSTRUCTION
DEWATERING AREA
CUT AND CAP
EXISTING 8" PIPE
ABANDON IN PLACE
EXISTING 8" PIPE
REMOVE AND DISPOSE
(SEE NOTE 1)
EXISTING LAGOON MUST REMAIN IN
OPERATION UNTIL COMMISSIONING
OF NEW WATER TREATMENT FACILITY
(SEE NOTE 1)
CONTRACTOR TO
PRESERVE ACCESS FOR
CHEMICAL DELIVERY
TRACTOR TRAILER
TRUCK AT ALL TIMES
DURING CONSTRUCTION
REMOVE AND DISPOSE
EXISTING DRAIN, HEADWALL,
AND RIPRAP APRON
TO BE COORDINATED WITH
CONSTRUCTION OF
REPLACEMENT OUTFALL
C1-112
6
STRAIGHTWAY
SITE DEMOLITION PLAN
NOT FOR
CONSTRUCTION
SCALE IN FEET
0 30 60 90
SCALE: 1" = 30'
N
MPS
MD/MPS
TB/GAA
GAA
-
LIMITS OF TREE CLEARING AND GRUBBING
(SEE NOTE 3)
LEGEND:
REMOVAL OF EXISTING GRAVEL DRIVE
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
REV DESCRIPTION
DSN
DWN
CHK
APP
DATE
REVISIONS
WATER SUPPLY DIVISION
47 OLD YARMOUTH ROAD
HYANNIS, MA 02601
24003062.001APROJECT NO.
ISSUE DATE
CURRENT REVISION
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
12/23/2024PLOTTED:NOI SUBMITTAL
SHEET
TOWN OF BARNSTABLE DPW
of 224
ORIGINAL DRAWING SIZE IS 22 x 34
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
0 1"
WATER TREATMENT FACILITY
STRAIGHTWAY
1 UPDATED PLANTING
CALCULATION
MPS GAA
2/18/2025
MPS GAA
REMOVAL OR ABANDONMENT OF EXISTING UTILITY
NOTES:
1. CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 01810 FOR
SEQUENCE OF CONSTRUCTION FOR DEMOLITION OF EXISTING PIPES AS
REQUIRED TO MAINTAIN SERVICE TO EXISTING FACILITIES. ALL SHUTDOWNS
WILL REQUIRE ADVANCE COORDINATION WITH ENGINEER, VEOLIA, AND
HYANNIS WATER SYSTEM. SHUTDOWNS WILL NOT BE PERMITTED BETWEEN
MAY 1 AND SEPT 1.
2. CONTRACTOR SHALL FIELD STAKE AND INSTALL TEMPORARY
CONSTRUCTION FENCING ALONG ENTIRETY OF LIMIT OF DISTURBANCE
WHERE VEHICULAR ACCESS IS NOT NECESSARY FOR OPERATIONS.
CONSTRUCTION FENCING SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF CONSTRUCTION AND REMOVED UP FINAL COMPLETION OF
SITE CONSTRUCTION.
3. TREE CLEARING AND BUILDING DEMOLITION ACTIVITIES SHALL NOT OCCUR
BETWEEN MARCH 15 AND OCTOBER 1.
4. SELECTIVE DEMOLITION IS REQUIRED WITHIN THE EXISTING STRAIGHTWAY
FACILITY AND CHEMICAL SHED. REFER TO SHEETS M1-511 THROUGH M1-515,
E0-068, AND E1-511 THROUGH E1-513 FOR ADDITIONAL INFORMATION.
5. DEWATERING AREAS ARE SHOWN IN EXPECTED LOCATIONS NEEDED FOR
CONSTRUCTION AND ARE SUBJECT TO ADJUSTMENT BASED ON FIELD
CONDITIONS WITHIN THE APPROVED LIMIT OF DISTURBANCE.
TRUCK ACCESS ROUTE
50' BUFFER ZONE MITIGATION
CALCULATION
CRITERIA AREA (SF)
STRAIGHTWAY PROPOSED HARDSCAPE WITHIN 50' BUFFER 0 SF
HYANNISPORT/SIMMONS POND PROPOSED HARDSCAPE WITHIN
50' BUFFER 1,047 SF
STRAIGHTWAY PROPOSED HARDSCAPE WITHIN 50'-100' BUFFER 2,136 SF
HYANNISPORT/SIMMONS POND PROPOSED HARDSCAPE WITHIN
50'-100' BUFFER 2,385 SF
TOTAL PROPOSED NEW HARDSCAPE WITHIN BUFFER AREAS 5,568 SF
AREA OF MITIGATION REQUIRED (AREA WITHIN 50'-100' BUFFER
MULTIPLIED BY 3, WITHIN 50' BUFFER MULTIPLIED BY 4)17,751 SF
TOTAL PROPOSED RESTORATION AREA WITHIN 50' BUFFER*6,822 SF
*BUFFER ZONE MITIGATION PLANTING REQUIREMENT MET TO MAXIMUM
EXTENT PRACTICABLE. A WAIVER OF THE FULL MITIGATION PLANTING
REQUIREMENT IS REQUESTED UNDER SECTION 704-6 A.(3) OF THE TOWN OF
BARNSTABLE CONSERVATION COMMISSION REGULATIONS. THE PROJECT IS
BEING UNDERTAKEN BY THE BARNSTABLE DPW TO PROVIDE OVERRIDING
PUBLIC BENEFIT IN THE FORM OF IMPROVEMENTS TO THE TOWN DRINKING
WATER TREATMENT FACILITIES.
2/17/20252/18/20252/18/2025
8910111213141517
18
14
13
12111010109811121314
15
14131618
20201
9
18
1
7
1
6
15
14
14
1
4
13121110987
7
89
10
11
11
1
1
1091011
12
13
14
13 12 11
1125242322
2120191817
1616
1522
21
201918
17
WF B-14 STOP
WF B-13
WF B-1
2
WF B-11
WF B-10WF B-9
WF B-8
WF B-7
WF B-6
WF B-5
WF BF2
-
1
S
T
A
R
T
L
E
1
1
2
9
2
3
WF B-1 START LE112923WF B-2
WF A-9
S
T
O
P
B
F
1
-
9
E
N
D
WF A-8
WF A-7
WF A-6WF A-5WF A-4WF A-3WF A-2WF A-1 START LE112923WF B-3
WF B-4
WF B-119
WF B-118 WF B-117 WF B-116
WF B-115
WF B-112
WF B-111WF B-110
WF B-109
WF B-108
WF B-107
WF B-106
WF B-105
WF B-104
WF B-103
WF B-102
WF B-101
WF B-100 START LE112923
BITUMINOUS
PAVEMENT
27.0'39.
3
'
SI
M
M
O
N
S
P
O
N
D
(LO
C
A
T
I
O
N
M
A
S
S
G
I
S
)
HALLS CREEKWF BF2-2
WF BF2-3WF BF2-4
W
F
B
F
2
-
5
WF BF2-6
WF BF2-7WF BF2.8
WF BF2-9
WF 2-10
WF 2-11
WF BF2-12WF BF2-13
WF BF2-14END
WF BF1-4
WF BF1-2
WF BF1-1 START LE112923
WF BF1-5
WF BF1-6
WF BF1-7
WF BF1-8
WF B-113 NE
WF B-114 NE
SIMMONS
POND
WELL
STATION
BANK FLAGS BF1-9
DELINEATED BY LUCAS ENVIRONMENTAL
11/29/2023
COB
B
L
E
S
T
O
N
E
STRI
P
20.0'16.0'HY
A
N
N
I
S
P
O
R
T
W
E
L
L
ST
A
T
I
O
N
FFE
=
±
1
4
.
7
'
FFE = ± 9.7'
SMI
T
H
S
T
R
E
E
T
(PU
B
L
I
C
W
A
Y
-
4
0
'
W
I
D
E
)
FLOW
400' EXISTING WELLHEAD PROTECTION LIMIT
400' EXISTING WELLHEAD PROTECTION LIMIT
TBM CONCRETE BOUND 4
CONCRETE BOUND WITH
DRILL HOLE FOUND
ELEV: 15.17'
CHAIN LINK FENCE
(
T
Y
P
)
BIT
U
M
I
N
O
U
S
PA
V
E
M
E
N
T FEMA FLOOD ZONE XBOUNDARYB-9
B-1
0
TBM -
SOUTH-EASTERLY
HYDRANT FLANGE BOLT
ELEV. = 17.77'
TBM -
SOUTH-EASTERLY
HYDRANT FLANGE BOLT
ELEV. = 13.61'
SP-
0
3
SP-
0
3
A
-
O
W
HP-
0
2
B
HP-
0
2
B
-
O
W
EXTERNAL
GENERATOR
8" DI WATER MAIN
LOCATION APPROXIMATE
FROM RECORD PLANS
8"
C
I
UNDERGROUND
ELECTRIC LINE
UP
#
3
4
-
3
A
1" WATER
SAMPLE PIPE
EXISTING SAMPLE LINE EXISTING 10" AC
WATER MAIN
EXISTING 10" AC
WATER MAIN
HYANNISPORT
STATION
UNDERGROUND
ELECTRICAL
SERVICE
SIMMONS POND
STATION UNDERGROUND
ELECTRICAL SERVICE
EXISTING PAVED DRIVEWAY
EXISTING MONITORING WELL
EDGE OF BORDERING VEGETATED WETLAND
10' SIDE YARD SETBACKWETLAND
FLAGGED BY
THOMAS E. LIDDY,
PWS/CWS
ON 11/29/23
WETL
A
N
D FL
A
G
G
E
D
B
Y
THOM
A
S
E. LI
D
D
Y,
PW
S/
C
W
S
O
N 11/29/23
TBM CONCRETE BOUND 5
CONCRETE BOUND
W/ DRILLHOLE
FOUND -HELD FOR
ALIGNMENT
ELEV: 17.12'
EXIST. SIMMONS POND
PUMP STATION TO
BE DEMOLISHED AND SIMMONS POND
WELL TO BE DECOMMISSIONED AND
ABANDONED. UTILITIES TO BE
ABANDONED IN PLACE. SEE
SPECIFICATION SECTION 02221 AND
NOTE 3
REMOVE AND DISPOSE
EXISTING PAVEMENT
ABANDON EXISTING 10" AC
WATER MAIN IN PLACE.
CUT, CAP, AND FILL PIPE.
REMOVE AND DISPOSE
SECTION OF EXISTING FENCE
EXIST. HYANNISPORT PUMP STATION
TO BE DEMOLISHED AND
HYANNISPORT WELL TO BE
DECOMMISSIONED AND ABANDONED.
UTILITIES TO BE ABANDONED IN PLACE
UNLESS OTHERWISE NOTED. SEE
SPECIFICATION SECTION 02221 AND
NOTE 3
EXISTING GRAVEL PARKING
AREA TO BE REMOVED
CUT AND CAP
EXISTING HYDRANT TO REMAIN (TYP.)
EXTERNAL GENERATOR TO
BE REMOVED AND DISPOSED
EXIST. UNDERGROUND
ELECTRIC CONDUIT TO BE
ABANDONED IN PLACE PER
E2-311
EXIST. UNDERGROUND
ELECTRIC UTILITY TO BE
ABANDONED IN PLACE PER
E2-311
EXIST. UNDERGROUND GAS
LINE TO REMAIN AND BE
REUSED FOR PROPOSED
HYANNISPORT WELL BUILDING
EXISTING 1" POLYPIPE LINE TO
REMAIN AND BE REUSED FOR
PROPOSED HYANNISPORT WELL
BUILDING
EXIST. UNDERGROUND
ELECTRIC CONDUIT TO BE
ABANDONED IN PLACE PER
E2-311
REMOVE AND REUSE
EXISTING HYDRANT
CONSTRUCTION EXIT
BUILDING DEMOLITION SHALL NOT
OCCUR BETWEEN MARCH 15 AND
OCTOBER 1 AND SHALL NOT
OCCUR UNTIL THE NEW PLANT IS
COMMISSIONED AND OPERATIONAL
TREE CLEARING AND
GRUBBING AREA, SEE
NOTE 3
TREE CLEARING AND
GRUBBING AREA SEE
NOTE 3
CONSTRUCTION
DEWATERING LOCATION AND
PUMP TEST DISCHARGE SITE
CONSTRUCTION
DEWATERING LOCATION AND
PUMP TEST DISCHARGE SITE
REPLACEMENT WELL PUMP
TEST DISCHARGE SITE
AREA OF 50' BUFFER
RESTORATION PLANTING
AREA = 6,822 SF
EXISTING WATER SERVICE
MATERIAL UNKNOWN
TO BE ABANDONED IN
PLACE. CUT AND CAP
REMOVE AND DISPOSE EXISTING FENCE
50' BUFFER ZONE MITIGATION PLANTINGS
TYPE SPECIES SPACING O.C. (FT)AREA (SF)NUMBER TOTAL AREA (SF)
LOW SHRUB HUCKLEBERRY 3 7.1 15 106.0
LOW SHRUB LATE LOWBUSH
BLUEBERRY 3 7.1 15 106.0
MED. SHRUB COMMON
ELDERBERRY 4 12.6 15 188.5
MED. SHRUB ROSEBAY
RHODODENDRON 10 78.5 15 1178.1
TALL SHRUB MOUNTAIN LAUREL 6 28.3 12 339.3
TALL SHRUB PUSSY WILLOW 10 78.5 12 942.5
TREE, SMALL FLOWERING
DOGWOOD 15 176.7 5 883.6
TREE, SMALL IRONWOOD 20 314.2 5 1570.8
TREE, TALL BLACK GUM,
SOURGUM 20 314.2 5 1570.8
TREE, TALL AMERICAN
SYCAMORE 30 706.9 5 3534.3
TOTAL 6,885.6
C2-112
15
HYANNISPORT - SIMMONS POND
SITE DEMOLITION PLAN
SCALE IN FEET
0 30 60 90
SCALE: 1" = 30'
NOT FOR
CONSTRUCTION
N
MPS
MD/MPS
TB/GAA
GAA
One Beacon Street, Suite 8100
Boston, MA 02108
Phone: 617-497-7800
www.kleinfelder.com
REV DESCRIPTION
DSN
DWN
CHK
APP
DATE
REVISIONS
WATER SUPPLY DIVISION
47 OLD YARMOUTH ROAD
HYANNIS, MA 02601
24003062.001APROJECT NO.
ISSUE DATE
CURRENT REVISION
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED BY
12/23/2024PLOTTED:NOI SUBMITTAL
SHEET
TOWN OF BARNSTABLE DPW
of 224
ORIGINAL DRAWING SIZE IS 22 x 34
SCALE VERIFICATION
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT'S NOT 1 INCH ON THIS
SHEET ADJUST YOUR
SCALES ACCORDINGLY
0 1"
WATER TREATMENT FACILITY
STRAIGHTWAY
1 UPDATED PLANTING
CALCULATION
MPS
MPS
GAA
GAA
2/18/2025
LIMITS OF TREE CLEARING AND
GRUBBING
LEGEND:
REMOVAL OF EXISTING BUILDING AND
SITE FEATURES
REMOVAL OR ABANDONMENT OF
EXISTING UTILITY
NOTES:
1. CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 01810 FOR
SEQUENCE OF CONSTRUCTION FOR DEMOLITION OF EXISTING PIPES AS
REQUIRED TO MAINTAIN SERVICE TO EXISTING FACILITIES. ALL SHUTDOWNS
WILL REQUIRE ADVANCE COORDINATION WITH ENGINEER, VEOLIA, AND
HYANNIS WATER SYSTEM. SHUTDOWNS WILL NOT BE PERMITTED BETWEEN
MAY 1 AND SEPT 1.
2. CONTRACTOR SHALL FIELD STAKE AND INSTALL TEMPORARY
CONSTRUCTION FENCING ALONG ENTIRETY OF LIMIT OF DISTURBANCE
WHERE VEHICULAR ACCESS IS NOT NECESSARY FOR OPERATIONS.
CONSTRUCTION FENCING SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF CONSTRUCTION AND REMOVED UP FINAL COMPLETION OF
SITE CONSTRUCTION.
3. TREE CLEARING AND BUILDING DEMOLITION ACTIVITIES SHALL NOT OCCUR
BETWEEN MARCH 15 AND OCTOBER 1.
4. DEWATERING AREAS ARE SHOWN IN EXPECTED LOCATIONS NEEDED FOR
CONSTRUCTION AND ARE SUBJECT TO ADJUSTMENT BASED ON FIELD
CONDITIONS WITHIN THE APPROVED LIMIT OF DISTURBANCE.
AREA OF 50' WETLAND BUFFER
RESTORATION PLANTING
50' BUFFER ZONE MITIGATION
CALCULATION
CRITERIA AREA (SF)
STRAIGHTWAY PROPOSED HARDSCAPE WITHIN 50' BUFFER 0 SF
HYANNISPORT/SIMMONS POND PROPOSED HARDSCAPE WITHIN
50' BUFFER 1,047 SF
STRAIGHTWAY PROPOSED HARDSCAPE WITHIN 50'-100' BUFFER 2,136 SF
HYANNISPORT/SIMMONS POND PROPOSED HARDSCAPE WITHIN
50'-100' BUFFER 2,385 SF
TOTAL PROPOSED NEW HARDSCAPE WITHIN BUFFER AREAS 5,568 SF
AREA OF MITIGATION REQUIRED (AREA WITHIN 50'-100' BUFFER
MULTIPLIED BY 3, WITHIN 50' BUFFER MULTIPLIED BY 4)17,751 SF
TOTAL PROPOSED RESTORATION AREA WITHIN 50' BUFFER*6,822 SF
*BUFFER ZONE MITIGATION PLANTING REQUIREMENT MET TO MAXIMUM
EXTENT PRACTICABLE. A WAIVER OF THE FULL MITIGATION PLANTING
REQUIREMENT IS REQUESTED UNDER SECTION 704-6 A.(3) OF THE TOWN OF
BARNSTABLE CONSERVATION COMMISSION REGULATIONS. THE PROJECT IS
BEING UNDERTAKEN BY THE BARNSTABLE DPW TO PROVIDE OVERRIDING
PUBLIC BENEFIT IN THE FORM OF IMPROVEMENTS TO THE TOWN DRINKING
WATER TREATMENT FACILITIES.
2/17/20252/18/20252/18/2025