20130865 Ver 1_Mitigation As-Built Plans_20160224

E S KEA M
S T T rmw44 A ND WE TLA N Lfill
CAPE FEAR RIVER BASIN
HUC** 030300070600 10
NORTH CAROLINA DIVISION OF MITIGATION
PROJECT # 95353
CONTRACT # 004631
A S - B U / L T S # R "l, rr"E
VICIN17Y MAP
NOT TO SCALE
SERVICES:
PROJECT COORDINATES.-
LATITUDE:
34054'44.077 " N
LONGITUDE: 77°4457.344" W
PROJECT DIRECTORY
DESIGNER:
W. K. DICKSON
720 CORPORATE CENTER DR.
RALEIGH, NC 27607
[phone]
CONSTRUCTION CONTRACTOR:
WRIGHT CONTRACTING
PO BOX 545
SILER CITY, NC 27344
[phone]
FULL DELIVERY PROVIDER:
RESOURCE ENVIRONMENTAL SOLUTIONS,
LLC
302 JEFFERSON ST., SUITE 110
RALEIGH, NC 27605
[phone]
MONITORING PERFORMERS.
RESOURCE ENVIRONMENTAL SOLUTIONS,
LLC
302 JEFFERSON ST., SUITE 110
RALEIGH, NC 27605
[phone]
SURVEYING:
MATRIX EAST, PLLC
906 N. QUEEN ST., SUITE A
KINSTON, NC 28501
[phone]
SHEET INDEX
COVER SHEET
LEGEND, NOTES, & CROSS SECTION
STREAM BASELINE OVERVIEW
STREAM MONITORING OVERVIEW
STREAM BASELINE AS-BUILTS
WETLAND DETAIL
CROSS SECTION CHARTS
CONTROL
S1
S2
S3
S4 & S5
S6 THROUGH
S17 & S18
S19 & S20
S16
SEAL
SEAL
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RESOURCE
ENVIRONMENTAL
SOLUTIONS, LLC
302 JEFFERSON ST., SUITE 110
RALEIGH, N.C. 27605
SCALE
DEPARTMENT
DRAWN BY -T
JRW
DATE STARTED
8-17-15
SHEET No.
1 OF 20
APPROVED
JRW
DRAWING NO.
s a 1
DRAWING NAME
BEST ASB
PROJECT NO.
20120072

Best Baseline Monitoring Cross Section Control
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Description
Northing
Easting
Elevation
Description
Northing
Easting
Elevation
XS1-LEFT PIN
427105.73
2380206.27
75.29
in
LIJ
XS17-LEFT PIN
426905.96
2377975.96
68.94
XS1-RIGHT PIN
427121.93
2380158.71
75.25
XS17-RIGHT
PIN
426950.79
2377953.78
68.87
XS2-LEFT PIN
427074.12
2380189.68
74.65
XS18-LEFT PIN
426897.43
2377939.99
68.67
XS2-RIGHT PIN
427108.27
2380153.30
75.33
XS18-RIGHT
PIN
426947.25
2377935.94
68.93
XS3-LEFT PIN
426946.09
2380044.42
73.18
d -
XS19-LEFT PIN
426538.65
2377693.00
67.45
XS3-RIGHT PIN
426952.76
2379994.90
73.00
XS19-RIGHT
PIN
426534.09
2377643.13
67.33
XS4-LEFT PIN
426920.49
2380034.30
73.01
w
Its
XS20-LEFT PIN
426521.31
2377695.08
67.34
XS4-RIGHT PIN
426929.67
2379984.94
73.29
DEPARTMENT
XS20-RIGHT
PIN
426520.01
2377644.90
67.27
X55 -LEFT PIN
426784.80
2379931.49
72.16
XS21-LEFT PIN
426168.00
2377518.13
65.38
XS5-6-RIGHT
PIN
426811.03
2379888.69
72.80
XS21-RIGHT
PIN
426172.85
2377468.41
66.23
XS6-LEFT PIN
426766.48
2379894.81
72.01
XS22-LEFT PIN
426150.75
2377520.33
65.51
XS5-6-RIGHT
PIN
426811.03
2379888.69
72.80
XS22-RIGHT
PIN
426142.99
2377470.96
65.83
XS7-LEFT PIN
426552.95
2379735.86
71.28
XS23-LEFT PIN
425832.83
2377313.32
63.02
XS7-RIGHT PIN
426584.97
2379697.22
71.31
XS23-RIGHT
PIN
425824.60
2377263.94
62.98
XS8-LEFT PIN
426560.43
2379737.19
71.23
XS24-LEFT PIN
425791.28
2377311.01
63.51
XS8-RIGHT PIN
426561.92
2379687.48
71.20
XS24-RIGHT
PIN
425815.66
2377267.16
62.83
XS9-LEFT PIN
426379.87
2379528.20
68.96
XS25-RIGHT
PIN
424219.98
2377003.22
71.64
XS9-RIGHT PIN
426428.83
2379518.46
69.62
XS25-LEFT PIN
424247.91
2376961.51
71.58
XS10-LEFT PIN
426378.05
2379526.30
69.05
XS26-RIGHT
PIN
424595.82
2376887.27
69.04
XS10-RIGHT PIN
426418.13
2379495.90
69.66
XS26-LEFT PIN
424575.04
2376864.11
68.90
XS11-LEFT PIN
426165.02
2379456.35
68.41
XS27-LEFT PIN
428024.64
2375313.12
71.97
XS11-RIGHT PIN
426168.87
2379406.41
66.66
XS27-RIGHT
PIN
427998.21
2375280.31
72.30
XS12-LEFT PIN
426137.26
2379456.30
68.24
XS28-LEFT PIN
427877.44
2375426.06
70.33
XS12-RIGHT PIN
426150.72
2379408.24
66.49
XS28-RIGHT
PIN
427854.65
2375393.33
70.72
XS13-LEFT PIN
427338.18
2378427.74
70.81
XS29-LEFT PIN
426320.84
2372886.62
68.80
XS13-RIGHT PIN
427378.82
2378398.80
71.35
XS29-RIGHT
PIN
426270.87
2372885.19
69.86
XS14-LEFT PIN
427301.88
2378409.39
70.68
XS30-LEFT PIN
426375.57
2373183.06
67.88
XS14-RIGHT PIN
427342.63
2378380.48
71.33
XS30-RIGHT
PIN
426328.00
2373198.78
67.38
XS15-LEFT PIN
427132.27
2378255.21
69.93
X531 -LEFT PIN
426457.62
2373448.79
66.45
XS15-RIGHT PIN
427157.03
2378211.70
70.18
XS31-RIGHT
PIN
426412.07
2373469.63
66.32
XS16-LEFT PIN
427107.29
2378208.09
69.64
XS16-RIGHT PIN
427157.26
2378205.60
70.14
LEGEND
CIL =CENTERLINE
R/W =RIGHT OF WAY
N/F =NOW OR FORMERLY
HDPE =HIGH DENSITY POLYETHYLENE PIPE
XS =CROSS SECTION
VP =VEGETATION PLOT
\V =BANKPIN ARRAY
BPA =BANKPIN ARRAY
0 =CREST GAUGE
CG =CREST GAUGE
=AUTO -CREST GAUGE
ACG =AUTO -CREST GAUGE
® =WOODY DEBRIS BUNDLE
---- =LOG STRUCTURE
=ROCK STRUCTURE
® =ROCK AREA
ICE =CONSERVATION EASEMENT LINE
- - - - =BOUNDARY LINE
=WETLAND BOUNDARY LINE
= WOODLINE
NOTES:
1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
2. THE HORIZONTAL DATUM IS NAD 83(2011) AND THE VERTICAL DATUM IS NAVD 88.
3. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES.
4. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION AS -BUILT CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL UTILITIES, STRUCTURES, AND
BOUNDARIES.
5. NO PROPERTY LINES WERE SURVEYED DURING THIS SURVEY. ALL CONSERVATION
EASEMENTS, PROPERTY LINES, AND ADJOINING PROPERTY OWNERS ARE SHOWN BY PREVIOUS
SURVEYS BY MATRIX EAST, PLLC AS RECORDED IN THE DUPLIN COUNTY REGISTER OF
DEEDS OFFICE.
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ENVIRONMENTAL
SOLUTIONS, LLC
302 JEFFERSON ST., SUITE 110
RALEIGH, N.C. 27605
SCALE
DEPARTMENT
DRAWN BY
JRW
DATE STARTED
8-17-15
SHEET No.
2 OF 20
APPROVED
JRW
DRAWING NO.
S-2
DRAWING NAME
BEST ASB
PROJECT NO.
20120072

UT8
END ENHANCEMENT LEVEL 1,
BEGIN PRESERVATION/BUFFER
ENHANCEMENT (STA 9+00)
c') c)
0
H
k\(E'AS;7rC&OUNDHWY. 24
LANE) UT5
BEGIN PRESERVATION/BUFFER
ENHANCEMENT (STA 0+00)
UT6BEGIN ENHANCEMENT LEVEL Ir
(STA 0+62) l
UT7
BEGIN PRESERVATION/BUFFER
ENHANCEMENT (STA 0+44)
UT— 7
UT -6
UT6 --�
END ENHANCEMENT LEVEL I
(STA 6+00)
s�
UT8
END PRESERVATION/BUFFER LCE
ENHANCEMENT (STA 12+13)
UT -5
UT -8 / �^
!Y
UT8 �j !
� BEGIN ENHANCEMENT LEVEL I \ \ � tr LC
/ (STA 0+75)�
� UT7
END PRESERVATION/BUFFER -LCE
ENHANCEMENT (STA 32+27)
UT5
END
PRESERVATION/BUFFER
UT9 ENHANCEMENT
BEGIN PRESERVATION/BUFFER (STA 40+86)
ENHANCEMENT (STA 0+64)
7\
UT --9
MUDDY CREEK Xt\\
4 -- UT9
END PRESERVATION/BUFFER
ENHANCEMENT (STA 11+71)
/ UT -5
/
/
/
/
/
/
/
WETLAND W2 -
UT2 /
END RESTORATION, BEGIN /
PRESERVATION/BUFFER /
ENHANCEMENT (STA 30+64)
/ UT3 '
END PRESERVATION/BUFFER
ENHANCEMENT (STA 15+22)
/
LCE LCE
�"'"_"LCE
/
,
UT4
END PRESERVATION/BUFFER
ENHANCEMENT (STA 17+65)j'
MUDDY CREEK
30,
LYMAN RD. - NCSR 1801
' ��
/ \ 60' PUBLIC R/iN
_ UT— 10
\
UTI 0
END PRESERVATION/BUFFER
\ ENHANCEMENT (STA 11+05) LCE
MUDDY CREEK l `�
UT4 M
END
r -
HEADWATER
W1
VALLEY
w
RESTORATION,
_
BEGIN
0.31 AC.±
PRESERVATION/BUFFER
0
ENHANCEMENT
0.58 AC.±
(STA 11+19)
UT4
BEGIN HEADWATER
VALLEY
RESTORATION (STA
5+63)
J
urlo
LCE BEGIN PRESERVATION/BUFFER
R ENHANCEMENT (STA 3+37)
LCE LCE /
MUDDY CREEK
END PRESERVATION/BUFFER
ENHANCEMENT (STA 92+49)
/
/
UT -2
/
/
/
t
UT -4
UT2
BEGIN RESTORATION
(STA 2+30)
NC HWY24
(EAST BOUND LANE
hC0 WETLAND
W1-
MITIGATION AREA
WMUs
W1
RESTORATION
3.77 AC.±
/
W2
RESTORATION
0.31 AC.±
0.31
0
RESTORATION
0.58 AC.±
0.58
UTI -
END RESTORATION, BEGIN /
7WETLAND W3� PRESERVATION/BUFFER
ENHANCEMENT (STA 18+63)
SHEET 18 ,
LqE LCE WETLAND W3A
i I
i R
L 1
UT -3
UT2
END PRESERVATION/BUFFER I
ENHANCEMENT (STA 33+95)
- UT3 t
BEGIN PRESERVATION/BUFFER I I
ENHANCEMENT (STA 14+58�
UT3 i
END ENHANCEMENT EVEL
(SIl!
TA 8+42)
!� i ,
I
UT3 Zb, I
BEGIN ENHANCEMENT LEVEL lI
(STA 0+00) /
UT1 -
BEGIN
T1-
BEGIN RESTORATION
(STA 0+46)
UT -1
XIAll
(b
MUDDY CREEK
i v BEGIN PRESERVATION/BUFFER
ENHANCEMENT (STA 0+35)
I
UT 1
END PRESERVATION/BUFFER
ENHANCEMENT (STA 21+42)
MUDDY CREEK
WETLAND
MITIGATION TYPE
MITIGATION AREA
WMUs
W1
RESTORATION
3.77 AC.±
3.77
W2
RESTORATION
0.31 AC.±
0.31
W3A
RESTORATION
0.58 AC.±
0.58
W313
RESTORATION
0.59 AC.±
0.59
TOTAL
5.25 AC.±
5.25
REACH
MITIGATION TYPE
AS—BUILT LENGTH
IN EASEMENT
AS—BUILT LENGTH
IN EASEMENT
SMUs
UT1
P1 RESTORATION
0+46 THRU 18+63
1,757'
1757
UT1
SP & BE
18+63 THRU 21+42
279'
56
UT2
P1 RESTORATION
2+30 THRU 30+64
2,772
2772
UT2
SP & BE
30+64 THRU 33+95
331
66
UT3
ENHANCEMENT it
0+00 THRU 8+42
812'
325
UT3
SP & BE
14+58 THRU 15+22
64'
13
UT4
HV RESTORATION
5+63 THRU 11+19
494
494
UT4
SP & BE
11+19 THRU 17+65
646'
129
UT5
SP & BE
0+00 THRU 40+86
4,043'
809
UT6
ENHANCEMENT I
0+62 THRU 6+00
538'
359
UT7
SP & BE
0+44 THRU 32+27
3,183
637
UT8
ENHANCEMENT I
0+75 THRU 9+00
765
510
UT8
SP & BE
9+00 THRU 12+13
313'
63
UT9
SP & BE
0+64 THRU 11 +71
1,107
221
UT10
SP & BE
3+37 THRU 11+05
768'
154
MUDDY CREEK
SP & BE
0+35 THRU 92+49
9,073'
1815
TOTAL
26,945'
10,180
0 400' 800'
HORIZONTAL SCALE
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ENVIRONMENTAL
SOLUTIONS, LLC
302 JEFFERSON ST., SUITE 110
RALEIGH, N.C. 27605
SCALE 400'
1 " =
DEPARTMENT
DRAWN BY
JRW
DATE STARTED
8-17-15
SHEET No.
3 OF 20
APPROVED
JRW
DRAWING NO,
S3
DRAWING NAME
BEST ASB
PROJECT NO.
20120072

/
/
/
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(EAST HWY, 24
AS
BOUND LANE)
LONNIE P. THIGPEN
UT2 , SHELIA THIGPEN
BEGIN RESTORATION DB 1403, PG 556
/ (STA 2+30) -MB 18, PG 15
/ VP -7
/
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DB 1285, PG 545 BEGIN RESTORATION
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/ XS -15 � PATSY A. SMITH
DB 1159, PG 484�, XS -1
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VP -9 ' / O XS -3 , 'R
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XS -18 r / VP -2
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END RESTORATION, BEGIN
VP -12 4 /
r PRESERVATION/BUFFER PATSY A. SMITH
WETLAND W3B r ENHANCEMENT (STA 18+63) VP -6 DB 1159, PG 484 /
/ XS -21 LCE / / XS -11 CG -1 /
/ UT -2 XS 22 -LCE —LCE— / PATSY A. SMITH XS/ 12 ACG -1 /
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V ENHANCEMENT (STA 30+64) ACG -2 / MUDDY CREEK
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END PRESERVATION/BUFFER
<�____._..—LCE i I ENHANCEMENT (STA 21+42)
i MUDDY CREEK
UT3 / ,� c- i BEGIN PRESERVATION/BUFFER
END PRESERVATION/BUFFER RONALD KENNETH WHALEY I ENHANCEMENT (STA 0+35)
ENHANCEMENT (STA 15+22) ' I ( RACHEL K. WHALEY
DB 9
0p I MB 4 E PG 557 JOYCE BRADFORD
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UT2
END PRESERVATION/BUFFER
ENHANCEMENT (STA 33+95) I
UT3
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END PRESERVATION/BUFFER % /�> ENHANCEMENT (STA 14+58) i
ENHANCEMENT (STA 17+65)
^
UT4 ACG -3 UT3
END HEADWATER VALLEY END ENHANCEMENT LEVEL lI
RESTORATION, BEGIN CG -3 (STA 8+42)
PRESERVATION/BUFFER< 4b
ENHANCEMENT (STA 11+19) g, �c6' \z4- i
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DEXTER B. EDWARDS ACCO 4 ' PAMELA T. EDWARDS t
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DB 1231, PG 132 XS -26 UT- 4 \� VP -17 DB 950, PG 90 �� I
DB 950, PG 90 > \ DB 995, PG 270
DB 995, PG 270 ' DEXTER B. EDWARDS I I
PAMELA T. EDWARDS
DB 1231, PG 132
DB 950, PG 90 j fT— i I i
DB 995, PG 270 I
VP -18
t XS -25
UT4 ' ' I
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SOLUTIONS, LLC
302 JEFFERSON ST., SUITE 110
RALEIGH, N.C. 27605
SCALE
1 " = 200'
DEPARTMENT
DRAWN BY
JRW
DATE STARTED
8-17-15
SHEET No.
4 OF 20
APPROVED
JRW
DRAWING NO.
��
DRAWING NAME
BEST ASB
PROJECT NO.
20120072

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ENVIRONMENTAL
SOLUTIONS,
LLC
302 JEFFERSON ST., SUITE 1 10
RALEIGH,
N.C. 27605
SCALE
1 " =
200'
DEPARTMENT
DRAWN BY
JRW
DATE STARTED
8-17-15
SHEET No.
5 OF
20
APPROVED
JRW
DRAWING NO.
ss
DRAWING NAME
BEST ASB
PROJECT N0.
20120072

WETLAND W1 LIMITS �■,.'.�„�
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DATE STARTED
8-17-15
SHEET No.
12 OF 20
APPROVED
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S12
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20120072
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DATE STARTED
8-17-15
SHEET No.
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S13
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20120072

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DATE STARTED
8-17-15
SHEET No.
14 OF 20
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DATE STARTED
8-17-15
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15 OF 20
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DEPARTMENT
DRAWN BY
JRW
DATE STARTED
8-17-15
SHEET No.
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S16
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20120072

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JRW
DATE STARTED
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SHEET No.
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