HomeMy WebLinkAbout2023.08.04_Stream Impacts RevisedVICINITY MAP
1" = 400'
ENVIRONMENTAL IMPACTS
MECKLENBURG COUNTY, NORTH CAROLINA
FAIRHAVEN GLEN APARTMENTS
D
O
V
E
R
D
A
L
E
L
A
N
E
DEANNA LANE
SITE DATA TABLE:
TOTAL TRACT AREA: 17.95 ACRES
TOTAL TRACT WETLANDS: 0.04 ACRES
TOTAL TRACT STREAMS: 0.27 ACRES
PROPOSED TRACT IMPERVIOUS AREA: 4.07 ACRES (22.7%) (177,289 SF)
TOTAL NUMBER OF APARTMENTS: 140
NOTES:
1.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP.
BOUNDARY AND TOPOGRAPHIC SURVEY, DATED OCTOBER 24, 2022 .
2.SOIL INFORMATION TAKEN FROM SUBSURFACE EXPLORATION & GEOTECHNICAL
EVALUATION REPORT BY MR RICHARDS ENGINEERING, PLLC DATED MARCH 25,
2023.
3.ENVIRONMENTAL DELINEATION BY TIMMONS GROUP, DATED APRIL 28, 2021 AND
JULY 19, 2022.
4.THE SUBJECT PROPERTY IS PRIMARILY LOCATED IN ZONE X WITH A PORTION
LOCATED IN ZONE AE. REFER TO SHEET CWI 1.0 FOR ZONE LOCATION ON SUBJECT
PROPERTY. THIS WAS DETERMINED IN ACCORDANCE WITH FIRM MAP NUMBERS
3710453100K WITH AN EFFECTIVE DATE OF SEPTEMBER 2, 2015.
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CWI 2.0 OVERALL IMPACT MAP
CWI 2.01 IMPACT MAP - DETAIL VIEW
CWI 2.1 ENVIRONMENTAL IMPACT PROFILES
CWI 2.2 ENVIRONMENTAL IMPACT PROFILES
CWI 2.3 ENVIRONMENTAL IMPACT PROFILES
CWI 2.4 ENVIRONMENTAL IMPACT PROFILES
CWI 2.5 ENVIRONMENTAL IMPACT PROFILES
CWI 2.6 ENVIRONMENTAL IMPACT PROFILES
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T
E
O
F
F
I
C
E
0 300'
SCALE 1"=150'
150'
NA
D
8
3
LEGEND
EXISTING CONTOUR
WETLANDS
PROJECT BOUNDARY
ADJACENT PROPERTY LINE
RIGHT OF WAY
EXISTING STREAM
100-YR FEMA FLOODPLAIN LINE
ZONE X ZONE AE
100-YR FEMA
FLOODPLAIN LINE
ZONE AE
ZONE X
KI
N
G
S
B
R
A
N
C
H
C
R
E
E
K
PROPERTY BOUNDARY
PROPERTY BOUNDARY
& NELFO GONZA
L
E
Z
A
G
U
I
L
A
R
& LUCAS JONATHAN RO
M
E
R
O
R
A
M
I
R
E
Z
ALEMAN E
S
T
R
A
D
A
LOT 1, MB
1
1
P
G
2
8
7
R-4/SINGL
E
F
A
M
I
L
Y
R-4/SINGLE FAMILYR-4/SINGLE FAMILY
INV.=
6
5
8
.
9
8
'
INV.=
6
4
3
.
7
9
'
48" R
C
P
X
625
630
64
0
645
650
63
5
620
620
625
630
635
640
645
650
655
6
6
0
665
6
7
0
665
660
6
5
5
6
6
0
6
6
5
67
0
6
6
5
66
0
66
5
66
0
65
5
65
0
64
5
64
0
63
5
63
0
63
5 640645
650
655660665
67
0
6
6
5
6
6
0
65
5
645
64
0
63
5
630
630
625
673 6
7
2
67
1
6
6
9
6
6
8
6
6
7
621
622
6
2
3
624
654
63
4 641
DO
V
E
R
D
A
L
E
L
A
N
E
(R
E
S
I
D
E
N
T
I
A
L
M
E
D
I
U
M
)
XXXXX
SAN
SAN
SAN
S
S
S
S
S
S
SAN
SAN
SAN
& NELFO GONZA
L
E
Z
A
G
U
I
L
A
R
PERMANENT STREAM IMPACT 1d
FOR ROAD FILL
17 LF 34 SF
(REFER TO SHEETS CWI 2.1 & 2.2
FOR STREAM ALIGNMENT AND
SECTIONS)
PERMANENT NO-LOSS STREAM IMPACT 1h
FOR RIP RAP APRON
24 LF 80 SFTEMPORARY STREAM IMPACT 1b
10' WALL CONSTRUCTION BUFFER
20 LF 40 SF
CULVERT 2
54" RCP
CULVERT 1
54" RCP
CAST-IN-PLACE
RETAINING WALL
PERMANENT NO-LOSS STREAM IMPACT 3c
FOR RIP RAP APRON
24 LF 78 SF
PERMANENT STREAM IMPACT 2a
FOR ROAD FILL
46 LF 182 SF
PERMANENT STREAM IMPACT 3b
FOR ROAD FILL
81 LF 320 SF
TEMPORARY STREAM IMPACT 3a
10' WALL CONSTRUCTION BUFFER
10 LF 36 SF
PERMANENT NO-LOSS STREAM IMPACT 2b
FOR RIP RAP APRON
20 LF 82 SF
CULVERT 3
48" RCP
PROPOSED BYPASS STORM LINE
STORM SEWER TO OUTFALL AT HEAD OF
EXISTING INTERMITTENT STREAM CHANNEL
IN ORDER TO AVOID INDIRECT STREAM LOSSES PERMANENT STREAM IMPACT 1g
FOR ROAD FILL
111 LF 222 SF
TEMPORARY STREAM IMPACT 1f
10' WALL CONSTRUCTION BUFFER
55 LF 111 SF
PERMANENT NO-LOSS STREAM IMPACT 1a
FOR RIP RAP APRON 12 LF 24 SF
INDIRECT LOSS STREAM IMPACT 1c
FOR RIP RAP APRON 20 LF 40 SF
INDIRECT LOSS STREAM IMPACT 1e
FOR RIP RAP APRON 58 LF 116 SF
CWI 2.01
IM
P
A
C
T
M
A
P
-
D
E
T
A
I
L
V
I
E
W
AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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S
I
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.
12/05/2022
FA
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,
N
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47655
J.DOLAN
J.DOLAN
J.DOLAN
S:
\
1
0
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\
4
7
6
5
5
F
a
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a
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A
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L
O
T
T
E
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F
F
I
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E
SCALE 1"=50'
100'50'0
NA
D
8
3
LEGEND
EXISTING CONTOUR
WETLANDS
PROJECT BOUNDARY
ADJACENT PROPERTY LINE
RIGHT OF WAY
EXISTING STREAM
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROP. RIP
RAP APRON
PROP. RIP
RAP APRON
STREAM REALIGNMENT
08
/
0
3
/
2
0
2
3
STREAM IMPACT LEGEND:
PERMANENT STREAM - ORANGE
PERMANENT STREAM - NO LOSS - BROWN
TEMPORARY STREAM - PINK
INDIRECT LOSS - GREEN
64
1
.
1
63
9
.
2
65
9
.
1
1
0+00 1+00
625
630
635
640
645
650
655
660
665
625
630
635
640
645
650
655
660
665
63
8
.
3
63
5
.
1
65
5
.
5
3
0+00 1+00
625
630
635
640
645
650
655
660
665
625
630
635
640
645
650
655
660
665
625
630
635
640
645
650
655
660
665
625
630
635
640
645
650
655
660
665
64
0
.
6
63
2
.
0
65
7
.
8
7
0+00 1+00
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
62
9
.
0
62
8
.
4
-0+50 0+00 1+00 1+25
CWI 2.1
EN
V
I
R
O
N
M
E
N
T
A
L
I
M
P
A
C
T
P
R
O
F
I
L
E
S
AS SHOWN
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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S
G
R
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P
.
12/05/2022
FA
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T
Y
,
N
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C
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N
A
47655
J.DOLAN
J.DOLAN
J.DOLAN
S:
\
1
0
4
\
4
7
6
5
5
F
a
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r
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a
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T
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A
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L
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F
F
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E
SCALE 1"=50'
100'50'0
IMPACT #1c
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
IMPACT #1c CROSS-SECTIONS
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
EXISTING STREAM LINE
EXISTING
GRADE
EXISTING
GRADE
PROPOSED GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED RETAINING
WALL, TYP.
BOTTOM OF
EXISTING STREAM
BOTTOM OF
EXISTING STREAM
PROPOSED
CHANNEL
ADJUSTMENT
(2' FLAT BOTTOM)
STA 0+00.00 STA 0+25.00
3:
1
63
1
.
1
7
PROPOSED RETAINING
WALL, TYP.
PROPOSED RETAINING
WALL, TYP.
PROPOSED
GRADE
PROPOSED RETAINING
WALL, TYP.
STA 0+50.00
625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
65
4
.
5
3
63
7
.
7
63
3
.
2
0+00 1+00
625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
63
7
.
3
63
0
.
8
65
3
.
4
9
0+00 1+00
CWI 2.2
EN
V
I
R
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M
E
N
T
A
L
I
M
P
A
C
T
P
R
O
F
I
L
E
S
AS SHOWN
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
R
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P
T
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R
V
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A
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.
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p
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.
12/05/2022
FA
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N
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A
47655
J.DOLAN
J.DOLAN
J.DOLAN
S:
\
1
0
4
\
4
7
6
5
5
F
a
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a
v
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n
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l
e
n
\
D
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4
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6
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F
I
C
E
SCALE 1"=50'
100'50'0
STA 0+75.00
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED RETAINING
WALL, TYP.
BOTTOM OF
EXISTING STREAM
BOTTOM OF
EXISTING STREAM
PROPOSED GRADE
EXISTING
GRADE
STA 1+00.00
PROPOSED
CHANNEL
ADJUSTMENT
(2' FLAT BOTTOM)
IMPACT #1c CROSS-SECTIONS
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
3:
1
3
:
1
PROPOSED RETAINING
WALL, TYP.
615
620
625
630
635
640
645
650
655
615
620
625
630
635
640
645
650
655
61
9
.
3
62
0
.
7
62
1
.
8
64
9
.
7
8
65
0
.
3
0
-0+25 0+00 1+00 1+20
19.5'
20.3'
21.2'
1' EMBED.
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
62
4
.
0
62
6
.
8
64
0
.
8
65
6
.
6
8
-0+50 0+00 1+00 1+20
23.6'
16.8'
1' EMBED.
615
620
625
630
635
640
645
650
655
615
620
625
630
635
640
645
650
655
62
2
.
0
62
3
.
6
62
6
.
5
64
9
.
7
8
65
0
.
5
0
-0+50 0+00 1+00 1+50
15.2'
14.9'
16.2'
1' EMBED.
CWI 2.3
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AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
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12/05/2022
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J.DOLAN
J.DOLAN
J.DOLAN
S:
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SCALE 1"=50'
100'50'0
PROPOSED GRADE
PROPOSED GRADE
PROPOSED
15" RCP STORM
PROPOSED
15" RCP STORM
PROPOSED 6" PVC
WATER LINE
PROPOSED 6" PVC
WATER LINE
51.12' OF
54" RCP @ 2.28%
89.16' OF
54" RCP @ 5.70%
EXISTING GRADEEXISTING GRADE
CULVERT 1 PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
CULVERT 2 PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROPOSED
CAST-IN-PLACE
RETAINING WALL
EXISTING GRADE
PROPOSED CAST-IN-PLACE
RETAINING WALL
PROPOSED GRADE
PROP. RIP
RAP APRON
PROP. RIP
RAP APRON
PROP. RIP
RAP APRON
PROPOSED 8" PVC
SEWER LINE
PROPOSED
15" RCP STORM
CULVERT 3 PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
60.97' OF
48" RCP @ 4.55%
14.27' OF
48" RCP @ 4.99%
89.16 LF OF 54" RCP 51.12 LF OF 54" RCP
60.97 LF OF 48" RCP
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
64
8
.
9
7
63
8
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3
8
62
8
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6
62
9
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0
-0+25 0+00 0+75
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
62
3
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6
62
4
.
3
64
9
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1
2
64
7
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4
3
-0+25 0+00 0+75
615
620
625
630
635
640
645
650
655
615
620
625
630
635
640
645
650
655
62
6
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9
62
1
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7
64
9
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1
2
64
9
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4
1
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
660
63
3
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2
62
7
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5
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9
0
64
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1
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-0+25 0+00 0+75
CWI 2.4
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AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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12/05/2022
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SCALE 1"=50'
100'50'0
CULVERT 1 W PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'CULVERT 1 E PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
CULVERT 2 W PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
CULVERT 2 E PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROP. 54" RCP
CULVERT
PROP. 54"
RCP CULVERT
PROP. 54"
RCP CULVERT
PROP. 54"
RCP CULVERT
PROPOSED GRADE
(TOP OF WALL)
EXISTING GRADE EXISTING GRADE EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
(TOP OF WALL)
PROPOSED GRADE
(TOP OF WALL)PROPOSED GRADE
(TOP OF WALL)
620
625
630
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640
645
650
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645
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660
63
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AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
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12/05/2022
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J.DOLAN
J.DOLAN
J.DOLAN
S:
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CULVERT 3 N PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROP. 48" RCP CULVERT
EXISTING GRADE
PROPOSED GRADE
(TOP OF WALL)
SCALE 1"=50'
100'50'0
NO
T
E
S
&
D
E
T
A
I
L
S
TEMPORARY PUMP AROUND
AS SHOWN
Contractor will follow the following construction sequence:
·Contractor shall notify the Mecklenburg County Department of Public
Utilities 48-hours in advance of start of work during a period of time
with no rain in the forecast.
·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.
·Contractor shall install a temporary coffer dam on the upstream side of
the proposed crossing and pump water around the open cut area to
the downstream side.
·Contractor shall place the culvert or utility casing with carrier pipe at
elevations shown on the approved plans and backfill in accordance
with Mecklenburg County Department of Public Utilities specifications.
·Contractor shall restore channel and seed and stabilize any disturbance
with native species within 24-hours of start of work.
JOB NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
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S
I
O
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TABLE 6.10b
SUMMER
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FALL
PERMANENT SEEDING SCHEDULESNTS NTS