Gordon Road Impact Maps_v1 (1)NEW HANOVER COUNTY
GORDON ROAD FIRE STATION
IMPACT MAPS
GORDON ROAD, WILMINGTON, NORTH CAROLINA 28411
SITE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
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02-05-24
GO
R
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L
I
N
A
56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
VICINITY MAP
1" = 1000'
NA
D
8
3
Sheet List Table
Sheet Number Sheet Title
EX0.0 COVER
EX0.1 OVERALL SITE PLAN SHEET
EX1.0 IMPACT MAP TABLE
EX1.1 OVERALL IMPACT MAP
EX1.2 IMPACT MAPS
EX1.3 IMPACT MAP PROFILE
EX1.4 NOTES
EX1.5 PUMP AROUND DETAIL
CO
V
E
R
EX0.0
NOTES:
1.TOPOGRAPHIC SURVEY INFORMATION
BY MCKIM AND CREED DATED MAY 9,
2023
2.BOUNDARY INFORMATION BY MCKIM
AND CREED DATED SEPTEMBER 13,
2023
3.DELINEATION COMPLETED BY
SOUTHERN ENVIRONMENTAL
CONSULTING GROUP INC. (SEGI), AJD
ISSUED BY THE USACE UNDER
SAW-2014-00033 ON 6/17/2019
4.ADDITIONAL DELINEATION
COMPLETED BY TIMMONS GROUP ON
MARCH 7, 2024
5.STREAM SURVEY INFORMATION BY
TIMMONS GROUP DATED MARCH 7,
2024
PROJECT LIMITS
LOD
16'' W
W
W
W
W
LO
D
LO
D
LO
D
LO
D
6" DI FIRE SERVICE LINEINV: 46.50
2" DI DOMESTIC WATER LINEINV: 46.50
PIV
2" WATERMETER INVAULT
4" PVC SANITARYSEWER LATERALINV: 45.50
6"X2" TEE ANDVALVE
12" X 8" TEE AND(2)VALVES
8"X6" TEE AND VALVE
WITH FIRE HYDRANTASSEMBLY
2" RPZ BACKFLOWPREVENTER INHEATED ENCLOSURE
8" DI WATER MAIN
SA
N
PRIVATE GRINDERPUMP STATION
6" RPDA BACKFLOWPREVENTER INHEATED ENCLOSUREW/ MOUNTED FDC
8"X6"REDUCER
SANITARY SEWER LATERALS
AND OIL WATER SEPARATOR(REFER TO PLUMBING PLANS)
APPROXIMATE LOCATION OF GA
S
M
E
T
E
R
,
CONTRACTOR RESPONSIBLE FOR
CONNECTING TO AVAILABLE GAS LINE
A
N
D
COORDINATING WITH GAS COMPANY
REFER TO R-SERIES FORDRIVEWAY PLANS
PROPOSED BUILDING14,461 SF
20' SETBACK
20' SETBACK
20' SETBACK
25' SETBACK
40.7'
R20'
R25'R49'
30'
STAFF PARKING
PUBLICPARKING
PATIO BIORETENTION
30'
R5' (TYP.)
R75'
R75'
R12'
24'
GENERATOR
R30'
R30'
R10' (TYP.)
R30'
R5' (TYP.)
12.5' LANDSCAPE BUFFER
18' (TYP.)
R25'
DUMPSTER ENCLOSURE,REFER TO ARCHITECTURALPLANS
18" CURB & GUTTER(TYP.)
18" CURB & GUTTER(TYP.)
18" CURB & GUTTER(TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
STOP SIGN
STOP SIGN
HANDICAP SIGN
TAPER CURB TAPER CURB
TAPER CURB
TAPER CURBTEMPORARY SIGNAGE &
BARRICADES
TRANSFORMER
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
30'
R55'
ADA RAMP (TYP)
ADA RAMP (TYP)
45'
18' (TYP.)
9' (TYP.)
9' (TYP.)
REFER TO R-SERIES FORDRIVEWAY PLANS R30'
R30'
FEMA 100-YR FLOODPLAIN
EXISTING
STREAM
LOCATION
FEMA 100-YR FLOODPLAIN
20' WIDE PROPOSED
SANITARY SEWER
EASEMENT WIDTH
SITE LIMITS
EXISTING 20' WIDE
SANITARY SEWER
EASEMENT
FEMA FLOODWAY
LOD
WETLANDS - TEMPORARY,
PERMANENT CONVERSION
WETLANDS IMPACT LEGEND
LIMITS OF DISTURBANCE
EXISTING WETLANDS
EXISTING CONTOUR
FEMA FLOODWAY
FEMA 100-YR FLOODPLAIN
STREAMS - TEMPORARY
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODPLAIN
EXISTING STREAM LOCATION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
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N
D
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02-05-24
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N
WI
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N
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T
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N
,
N
O
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O
L
I
N
A
56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
NA
D
8
3
0
SCALE 1"=400'
800'400'
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
S
H
E
E
T
EX0.1
SITE DATA TABLE
TOTAL SITE ACREAGE 2.77 ACRES
TOTAL LOD ACREAGE 5.31 ACRES
TOTAL WETLAND ACREAGE
ON-SITE 0.00 ACRES
TOTAL WETLAND
ACREAGE(OFFSITE, WITHIN
LOD)
0.120 ACRES
TOTAL STREAM ACREAGE
ON-SITE 0.00 ACRES
TOTAL STREAM
ACREAGE(OFFSITE, WITHIN
LOD)
0.001 ACRES
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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D
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02-05-24
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N
A
56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
IM
P
A
C
T
M
A
P
T
A
B
L
E
EX1.0
SAN
SAN
SAN
W
W
W
W
W
W
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
SA
N
SA
N
SA
N
SA
N
FEMA 100-YR FLOODPLAIN S
EXISTING
STREAM
LOCATION
FEMA 100-YR FLOODPLAIN
20' WIDE PROPOSED
SANITARY SEWER
EASEMENT WIDTH
EXISTING 20' WIDE
SANITARY SEWER
EASEMENT
FEMA FLOODWAY
LOD
WETLANDS - TEMPORARY,
PERMANENT CONVERSION
WETLANDS IMPACT LEGEND
LIMITS OF DISTURBANCE
EXISTING WETLANDS
EXISTING CONTOUR
FEMA FLOODWAY
FEMA 100-YR FLOODPLAIN
STREAMS - TEMPORARY
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODPLAIN
EXISTING STREAM LOCATION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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S
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02-05-24
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R
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WI
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N
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T
O
N
,
N
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L
I
N
A
56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
NA
D
8
3
0
SCALE 1"=100'
200'100'
INSET 1
INSET 2 OV
E
R
A
L
L
I
M
P
A
C
T
M
A
P
EX1.1
IMPACT 1
IMPACT 2
IMPACT 3
W
W
W
W
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
SA
N
SA
N
SA
N
1.2
5
"
F
O
R
C
E
M
A
I
N
1 - WETLAND IMPACT
15.4 SF (0.0004 AC)
(TEMPORARY,
PERMANENT
CONVERSION)
2 - WETLAND IMPACT
6565 SF (0.15 AC)
(TEMPORARY,
PERMANENT
CONVERSION)
20' WIDE PROPOSED
SANITARY SEWER EASEMENT
LODWETLANDS - TEMPORARY,
PERMANENT CONVERSION
WETLANDS IMPACT LEGEND
LIMITS OF DISTURBANCE
EXISTING WETLANDS
EXISTING CONTOUR
FEMA FLOODWAY
FEMA 100-YR FLOODPLAIN
STREAMS - TEMPORARY
EXISTING STREAM LOCATION
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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S
C
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0
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9
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6
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1
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9
1
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3
3
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8
1
2
4
w
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02-05-24
GO
R
D
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N
R
O
A
D
F
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T
A
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O
N
WI
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N
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T
O
N
,
N
O
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T
H
C
A
R
O
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I
N
A
56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
0
SCALE 1"=30'
60'30'
NA
D
8
3
CONSTRUCTION SEQUENCE:
1.CONTRACTOR SHALL NOTIFY
WILMINGTON 48-HRS IN ADVANCE OF
START OF WORK DURING A PERIOD
OF TIME WITH NO RAIN IN THE
FORECAST
2.PRIOR TO START OF WORK,
CONTRACTOR SHALL HAVE ALL
MATERIALS AND EQUIPMENT ON-SITE.
FOR UTILITY CROSSINGS WITH
CASINGS, THE CARRIER PIPE SHALL
BE INSTALLED WITHIN THE CASING
PIPE PRIOR TO ANY OPEN CUT
ACTIVITIES
3.CONTRACTOR SHALL RESTORE THE
WETLAND AREAS WITH TEMPORARY
IMPACT OR PERMANENT
CONVERSION IMPACT TO
PRE-CONSTRUCTION CONTOURS AND
PLANT AN APPROPRIATE WETLAND
OR RIPARIAN SEED MIX.
INSET 1
IM
P
A
C
T
M
A
P
S
EX1.2
LODWETLANDS - TEMPORARY,
PERMANENT CONVERSION
WETLANDS IMPACT LEGEND
LIMITS OF DISTURBANCE
EXISTING WETLANDS
EXISTING CONTOUR
FEMA FLOODWAY
FEMA 100-YR FLOODPLAIN
STREAMS - TEMPORARY
EXISTING STREAM LOCATION
SAN
W
W
W
W
S
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
SA
N
SA
N
SA
N
S
29
+
0
0
29+
5
0
30+
0
0
30
+
5
0
31+
0
0
3
1
+
5
0
3
2
+
0
0
EXISTING
STREAM
LOCATION
3 - STREAM IMPACT
440 SF (0.01 AC)
21 LF (TEMPORARY)
FEMA FLOODWAY
2 - WETLAND IMPACT
5052 SF (0.12 AC)
(TEMPORARY,
PERMANENT
CONVERSION)
20' WIDE PROPOSED
SANITARY SEWER
EASEMENT
FEMA FLOODWAY
EXISTING 20' WIDE
SANITARY SEWER
EASEMENT5
10
15
20
25
5
10
15
20
25
1
7
.
7
1
7
.
6
1
7
.
6
1
7
.
6
1
6
.
7
1
6
.
7
1
8
.
6
1
7
.
7
17
.
7
4
17
.
5
6
17
.
5
7
17
.
5
7
16
.
7
2
16
.
6
6
18
.
6
3
17
.
6
9
30+00 30+50 31+00 31+50 32+00
M
H
1
S
T
A
3
1
+
8
0
.
4
1
T
O
P
1
7
.
7
0
IN
V
O
U
T
8
.
2
7
(
P
I
P
E
1
)
EXISTING GRADE
3' MIN. COVER
STREAM LOCATION
TOP OF
BANK
TOP OF
BANK
1.25" PVC
FORCE MAIN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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S
C
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.
54
1
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9
1
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6
6
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5
1
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A
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9
1
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8
3
3
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1
2
4
w
w
w
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A
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F
I
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E
02-05-24
GO
R
D
O
N
R
O
A
D
F
I
R
E
S
T
A
T
I
O
N
WI
L
M
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N
G
T
O
N
,
N
O
R
T
H
C
A
R
O
L
I
N
A
56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN0
SCALE 1"=40'
80'40'
NA
D
8
3
INSET 2
IM
P
A
C
T
M
A
P
P
R
O
F
I
L
E
EX1.3
PROFILE SCALE
0
0
40
4
CONSTRUCTION SEQUENCE:
1.CONTRACTOR SHALL NOTIFY WILMINGTON 48-HRS IN ADVANCE OF
START OF WORK DURING A PERIOD OF TIME WITH NO RAIN IN THE
FORECAST
2.PRIOR TO START OF WORK, CONTRACTOR SHALL HAVE ALL MATERIALS
AND EQUIPMENT ON-SITE. FOR UTILITY CROSSINGS WITH CASINGS,
THE CARRIER PIPE SHALL BE INSTALLED WITHIN THE CASING PIPE
PRIOR TO ANY OPEN CUT ACTIVITIES
3.CONTRACTOR SHALL RESTORE THE WETLAND AREAS WITH
TEMPORARY IMPACT OR PERMANENT CONVERSION IMPACT TO
PRE-CONSTRUCTION CONTOURS AND PLANT AN APPROPRIATE
WETLAND OR RIPARIAN SEED MIX.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
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56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
NO
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EX1.4
CONSTRUCTION SEQUENCE:
1.CONTRACTOR SHALL NOTIFY WILMINGTON 48-HRS IN ADVANCE OF
START OF WORK DURING A PERIOD OF TIME WITH NO RAIN IN THE
FORECAST
2.PRIOR TO START OF WORK, CONTRACTOR SHALL HAVE ALL
MATERIALS AND EQUIPMENT ON-SITE. FOR UTILITY CROSSINGS
WITH CASINGS, THE CARRIER PIPE SHALL BE INSTALLED WITHIN
THE CASING PIPE PRIOR TO ANY OPEN CUT ACTIVITIES
3.CONTRACTOR SHALL RESTORE THE WETLAND AREAS WITH
TEMPORARY IMPACT OR PERMANENT CONVERSION IMPACT TO
PRE-CONSTRUCTION CONTOURS AND PLANT AN APPROPRIATE
WETLAND OR RIPARIAN SEED MIX.
STEP 3STEP 2
CONSTRUCTION SEQUENCE
STEP 1 (PERIMETER CONTROLS)
1.PRIOR TO CLEARING TREES, GRUBBING, OR
DISTURBING THE SITE, CLEAR A 15' WIDE STRIP OF
TREES AND INSTALL DOUBLE ROW OF SILT FENCE
AND A REINFORCED SILT FENCE OUTLET ALONG THE
TOP OF NORTHERN STREAM BANK. DO NOT CROSS
OR IMPACT THE STREAM.
2.ENTER THE SITE CLEAR A 15' WIDE STRIP OF TREES
AND INSTALL DOUBLE ROW OF SILT FENCE AND A
REINFORCED SILT FENCE OUTLET ALONG THE TOP OF
SOUTHERN STREAM BANK. DO NOT CROSS OR
IMPACT THE STREAM.
3.CONTACT THE CIVIL ENGINEER FOR AN INSPECTION
OF THE INSTALLED SILT FENCE AND WHEN
APPROVED, INSTALL THE REMAINING EROSION
CONTROL MEASURES SHOWN IN CONSTRUCTION
SEQUENCE STEP 2 AND 3.
4.STABILIZE DISTURBED GROUND WITH TEMPORARY
SEEDING AND TEMPORARY SLOPE LININGS DAILY.
5.COORDINATE WITH CIVIL ENGINEER ONCE
CENTERLINE OF STREAM AND ALIGNMENT OF
CULVERTS ARE CONFIRMED PRIOR TO INSTALLATION.
6.INSTALL COFFER DAM AND PUMP WATER AROUND
THE WORK AREA.
7.COORDINATE WITH NCDEQ TO INSPECT PUMP
PASS-AROUND DEVICES.
1.APPROACH STREAM AND
REPLACE CULVERT BEDDING
SOILS WITH STRUCTURAL FILL
AND COMPACT SOIL TO 95%.
COORDINATE WITH OWNER'S
GEOTECHNICAL TESTING
AGENCY.
2.INSTALL CULVERT PIPE 1 IN THE
DRY. (DURING INSTALLATION
OF THE CULVERT, EXPOSED
AREAS NOT BEING WORKED
SHOULD BE STABILIZED.)
3.FILL OVER PIPE 1 TO ELEVATION
273 AND INSTALL RIPRAP. KEEP
STREAM FLOWING.
4.SURVEY THE EXISTING NORMAL
STREAMBED ELEVATIONS AT
THE UPSTREAM AND
DOWNSTREAM ENDS OF THE
PERMANENT CULVERT PIPE.
RECORD THESE ELEVATIONS
FOR FUTURE REFERENCE.
5.STABILIZE DISTURBED GROUND
WITH TEMPORARY SEEDING
AND TEMPORARY SLOPE
LININGS DAILY.
1.GRADE STREAM CHANNEL SUCH THAT
STREAM WATER IS DIVERTED INTO PIPE 1.
2.KEEP PORTION OF COFFER DAM IN PLACE
FOR ADDITIONAL SUPPORT OF PIPE 1 IF
NEEDED.
3.REPLACE CULVERT BEDDING SOILS WITH
STRUCTURAL FILL AND COMPACT SOIL TO
95%. COORDINATE WITH OWNER'S
GEOTECHNICAL TESTING AGENCY.
4.INSTALL PIPE 2 IN THE DRY. (DURING
INSTALLATION OF THE CULVERT, EXPOSED
AREAS NOT BEING WORKED SHOULD BE
STABILIZED.)
5.DO NOT DISTURB BEYOND 5LF OF THE
RIPRAP PADS (STREAM BED IMPACTS
SHALL ONLY BE WITHIN THE LIMITS
AUTHORIZED BY THE NATIONWIDE
PERMIT).
6.INSTALL ROAD AND REMAINING
INFRASTRUCTURE.
7.INSTALL ADDITIONAL EROSION CONTROL
DEVICES AS REQUIRED DURING
CONSTRUCTION.
8.STABILIZE DISTURBED GROUND WITH
TEMPORARY SEEDING AND TEMPORARY
SLOPE LININGS DAILY.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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02-05-24
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56398
AS SHOWN
W ALTMAN
W ALTMAN
W ALTMAN
PU
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P
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EX1.5