20091236 Ver 2_WS AsBuilt Complete_20150622

LOWER CAPE FEAR UMBRELLA MITIGATION BANK
BRUNSWICK COUNTY, NORTH CAROLINA
AS -BUILT REPORT
WHITE SPRINGS TRACT
Prepared For:
U.S. Army Corps of Engineers. Wilmington District
and
Inter - Agency Review Team (IRT)
Prepared By:
LMG
LAND MANAGEMENT GROUP we
Land Management Group, Inc.
Wilmington, NC
www.lmgroup.net
June 2015

TABLE OF CONTENTS
1.0. EXECUTIVE SUMMARY ........ ...............................
2.0. INTRODUCTION ...................... ...............................
3.0 PRE - CONSTRUCTION CONDITIONS ..............
4.0 RESTORATION SUMMARY . ...............................
5.0 INSTALLATION OF MONITORING DEVICES
LIST OF FIGURES, TABLES, AND APPENDICES
2
3
3
3
5
Figure1 ............................................................................................ ............................... Vicinity Map
Figure 2 ............... .........................Aerial Photograph with Site Boundary Overlay (Pre- Construction)
Figure 3A ........................... ............................... .........................Aerial Photograph with Well Overlay
Figure 3B ............................. ............................... Aerial Photograph with Stream Monitoring Overlay
Table 1 .......................................................................... ............................... Vegetation Data by Plot
Appendix A ................................................... ............................... Upstream Channel Cross - Sections
Appendix B .............................................................. ............................... Stream Morphological Data
AppendixC ............................................................................ ............................... As -Built Plan View
AppendixD ...................................................................................... ............................... Packing Slip
AppendixE ............................................................................... ............................... Site Photographs
Lower Cape Fear Umbrella Mitigation Bank
White Springs Tract
As -Built Report (June 2015)

1.0 EXECUTIVE SUMMARY
LCFUMB LLC (Bank Sponsor) initiated construction of the White Springs Tract (72 acres) portion of
the Lower Cape Fear Umbrella Mitigation Bank in February 2015. The White Springs Tract consists
of land formerly drained and managed for silviculture production. The tract is located east of NC
Hwy 133 (River Road SE) and immediately north of the Military Ocean Terminal at Sunny Point
(MOTSU) Access Road approximately 4 miles north of Southport, Brunswick County, NC. The site
formerly consisted of expansive wetland habitat that drains to White Springs Creek. The objective
of the White Springs portion of the Lower Cape Fear Umbrella Mitigation Bank is to provide suitable,
high - quality wetland mitigation for authorized impacts within the Lower Cape Fear River Basin
(Cataloging Unit 03030005). Ecological uplift will be achieved through the restoration of characteristic
hydroperiods and vegetative communities. It is anticipated that a number of key wetland functions
and values will be restored including floodwater retention /abatement, sediment retention, nutrient
transformation, and increased habitat connectivity. The project offers the unique opportunity to
restore a wetland complex that includes a first -order single thread stream, riparian small- stream
swamp, non - riparian pocosin, and non - riparian pine savannah. A total of 72 acres have been placed
into a perpetual conservation easement for the long -term protection of the site.
The following document provides information related to the `as- built' condition of the White Springs
site of the Lower Cape Fear Umbrella Mitigation Bank.
Lower Cape Fear Umbrella Mitigation Bank 2
White Springs Tract
As -Built Report (June 2015)

2.0 INTRODUCTION
Construction of the White Springs Tract (72 acre project area) portion of the Lower Cape Fear
Umbrella Mitigation Bank was initiated in February 2015. The tract is located east of NC Hwy 133
(River Road SE) and immediately north of the Military Ocean Terminal at Sunny Point (MOTSU)
Access Road approximately 4 miles north of Southport, NC (Figure 1). The site boundary is depicted
in Figure 2.1 The project includes approximately 66.1 acres of non - riparian (i.e. pocosin and wet
pine savanna) wetland restoration, 1.8 acres of riparian (non - riverine small stream swamp) wetland
restoration, and 1,312 linear feet of first -order stream restoration.
3.0 PRE - CONSTRUCTION CONDITIONS
The White Springs Tract consisted predominantly of historically managed silvicultural land. Much of
the site had been drained via the intensive ditch network (of varying size and spacing). Characteristic
wetland vegetative communities were altered by prior site management practices. The ditch network
effectively removed characteristic wetland hydrology across the site. Deep channelization of White
Springs Branch removed characteristic stream habitats and disconnected it from the adjacent
floodplain.
4.0 RESTORATION SUMMARY
Restoration activities (earthwork, planting, and installation of monitoring devices) have been
completed within the 72 -acre restoration area. Earthwork was initiated upon receipt of applicable
Erosion and Sediment Control Approvals by the NC Division of Land Resources. All land- disturbing
activities were implemented in such a manner as to minimize the area of exposure and the time
between the land disturbance and providing for ground cover. Primary erosion control devices
included rock silt checks, silt fence, and a temporary gravel construction entrance. Areas disturbed
were seeded and mulched upon completion of final grades.
Restoration work included Priority II restoration of the first order single- thread stream channel.
Upstream of the first -order stream restoration, the existing, incised channel was widened, and its
Note that a conservation easement for the property was recorded and conveyed to the Land Trust for
America. The recorded conservation easement plat was submitted with the Mitigation Banking Instrument.
Lower Cape Fear Umbrella Mitigation Bank 3
White Springs Tract
As -Built Report (June 2015)

bed elevation raised. Grading work (including the removal of spoil piles) along this segment of the
reach has resulted in the establishment of a low flow valley contiguous with restored first order reach.
Refer to Appendix A for cross - sections of this area.
Lateral ditches that flowed into the channel (including both the first -order stream and the ditch
upstream) were backfilled with spoil from the channel work and plugged with clay material.
Backfilling of ditches and the primary outlet canal in conjunction with the restoration of the stream
channel is intended to restore characteristic wetland hydroperiods for non - riparian wetlands of the
site.
Refer to Appendix B for morphological data including cross - sections and longitudinal profile. The
as -built plan view is provided in Appendix C.
Planting of the restored riparian wetland valley associated with the restored first -order stream was
conducted by Land Management Group, Inc. in April 2014. Plant material was provided by South
Carolina SuperTree Nursery (Blenheim, SC). Bald cypress (Taxodium distichum) were planted in
the valley bottom while Atlantic white cedar (Chamaecyparis thyoides) were planted on the valley
slopes. A total of 3,000 seedlings were planted across the 1.8 acre riparian wetland restoration area.
Refer to Table 1 for baseline stem counts by vegetation plot. The packing slip for the deliveries to
the site is included in Appendix D. Photographic documentation of construction and planting
activities is provided in Appendix E.
Table 1. Vegetation Data by Plot2
Planted (P)
� N
Species Common Name Volunteer ° °
a a-
(V)
Taxodium distichum bald cypress P 44 34
TOTAL 44 34
2 Plots are 0.05 -acre in size (20m X 10m).
Lower Cape Fear Umbrella Mitigation Bank 4
White Springs Tract
As -Built Report (June 2015)
M
0
a
30
30

5.0 INSTALLATION OF MONITORING DEVICES
As part of the implementation of the restoration plan, LMG installed a total of eleven (11) automated
shallow groundwater monitoring wells (RDS, Inc. WM -40s) within the 67.9 -ac restoration area (Figure
3A). The number of monitoring wells installed was proportional to the area of each community type.
Per the restoration plan, seven (7) wells were installed in pocosin, two (2) wells were installed in pine
savannah, and two (2) wells were installed in riparian wetlands. In addition, a total of three (3)
automated wells have been installed within the identified non - riparian reference wetland area
immediately east of the mitigation site (Figure 3A). Data from the reference wells will be used for
comparative analyses to evaluate the hydrology of the wetland restoration areas. In addition to the
groundwater monitoring wells, two (2) stream gauges were installed in the restored first -order stream
channel (Figure 313). These gauges will document bankfull events. Three (3) permanent 0.05 -ac
vegetation plots were randomly established within the 1.8 -ac riparian wetland restoration area. The
four (4) corners of each plot are marked with rebar and flagged PVC. GPS coordinates are provided
in Figure 3B.
Annual monitoring will be conducted near the end of each growing season for a period of seven
years. Vegetative monitoring of each of the permanent plots (totaling 0.15 acres) corresponds to
approximately 8.3% of the riparian wetland restoration area. Shallow groundwater level data will be
collected on a daily basis via the eleven (11) automated wells. All data will be compiled and
evaluated per the approved restoration plan. Please note that specific success criteria (for both
vegetation and hydrology) are described in the mitigation plan. Monitoring reports will be submitted
annually to the IRT per the approved mitigation plan.
Lower Cape Fear Umbrella Mitigation Bank 5
White Springs Tract
As -Built Report (June 2015)

FIGURES

LOG
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HT.
*Boundaries are approximate and are not meant to be absolute.
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 1997 p. 87.
Lower Cape Fear Umbrella Mitigation Bank
(White Springs Tract)
0 1 2 Brunswick County
Miles
Figure 1.
White Springs Vicinity Map
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Lighthouse -
oft
*Boundaries are approximate and are not meant to be absolute.
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 1997 p. 87.
Lower Cape Fear Umbrella Mitigation Bank
(White Springs Tract)
0 1 2 Brunswick County
Miles
Figure 1.
White Springs Vicinity Map
4 XMG
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F.rtvl ron mental
C.nsuh-n

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"Boundaries are approximate and are not meant to be absolute.
Map Source: 2012 NC OneMap Aerial Photography
y'•� °tea
Lower Cape Fear Umbrella
LMG
LAND MANAGEMENT GROUP irr,
Mitigation Bank
_ Environmental Consultants
Brunswick County, NC
www.lmerouD.net
3805 Wrightsville Avenue
LMG # 01- 13 -038A
Wilmington, NC 28403
f�
Phone: [phone] Fax: [phone]
y'•� °tea
R
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L
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SCALE 1" = 300'
(when printed at 11 "x17 ")
Figure 2.
Aerial Photograph
with Site Boundary Overlay
(Pre- Construction)
R
4 1
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I
• ,:ems
SCALE 1" = 300'
(when printed at 11 "x17 ")
Figure 2.
Aerial Photograph
with Site Boundary Overlay
(Pre- Construction)

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1
14EBC1 BB
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2
14EB5F7E
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3
14EB15E1
4
14EBB9C2
A
5
14EB5F56
6
14EB334E
7
14EB1637
A
8
14EB7E88
9
14EB7FOB
10
14EB95B4
11
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SG 1
14EB7E85
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14EBC215
Ref 1
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Ref 2
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Ref 3
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"Boundaries are approximate and are not meant to be absolute.
Map Source: 2012 NC OneMap Aerial Photography
Lower Cape Fear Umbrella
Mitigation Bank
Brunswick County, NC
LMG # 01- 13 -038A
LMG
LAND MANAGEMENT GROW xc.
Environmental Consultants
www.Imizrour).net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
RN
f..;
Legend
Monitoring Well
O Reference well
O Stream Gauge
Vegetation Plot
Cross - Section Profile
Stream Restoration
SCALE 1" = 300'
(when printed at 11 "x1T)
Figure 3A.
Aerial Photograph
with Well Overlay

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Monitoring Well
GPS Coordinates .o, rP - -
VP1 VP2 VP3 Reference well
33.987720 corner 1 33.987345 corner 1 33.987107 corner 1
e Gau '
g
- 78.028097 - 78.027242 - 78.026653 0 Stream �'
33.987623 corner 2 33.987265 corner 2 33.987022 corner 2;� . �;_"
- 78.028152 - 78.027323 - 78.026678 +�` Vegetation Plot
33.987658 corner 33.987185 corner 33.987068 corner Cross- Section Profile
- 78.027895 - 78.027122 - 78.026443
33.987592 corner 4 33.987138 corner 4 33.986992 corner 4-� ' ° Stream Restoration ;
- 78.027928 - 78.027178 - 78.026480
*Boundaries are approximate and are not meant to be absolute. SCALE 1" = 150'
Map Source: 2012 NC OneMap Aerial Photography (when printed at 11 "x17 ")
Lower Cape Fear Umbrella LMG
LAND MANAGEMENT GROUP—. Figure 3 B.
Mitigation Bank _ EnOrnamental Consultants
Brunswick County, NC www.lmerouD.net Aerial Photograph
3805 Wrightsville Avenue with Stream Monitoring Overlay
LMG # 01- 13 -038A Wilmington, NC 28403
Phone: [phone] Fax: [phone]

APPENDIX A.
UPSTREAM CHANNEL CROSS - SECTIONS

38
37
36
0 35
> 34
a�
w 33
32
0
SXS1
20 40 60 80
Width (ft)
37
36
35
0
> 34
0
w
33
32
0
20
38
37
36
c 35
0
34
a)
w 33
32
31
0
SXS2
1 1
40 60 80
Width (ft)
SXS3
100 120
100
/ T-
20 40 60 80 100
Width (ft)
120
120

APPENDIX B.
STREAM MORPHOLOGICAL DATA

C
0
m
a�
w
White Springs Longitudinal Profile
t bed
• *• %•••% ,M Is%
• bankfull
A x- section
A A
200 400 600 800
Channel Distance (ft)
•• r • • s
A
1000 1200
35
34
33
32
31
30
29
28

c
0
w
i
0 20
White Springs Longitudinal Profile (Sta 0 +00 to 0 +200)
--m-- bed • bankfull
i
40 60 80 100 120
Channel Distance (ft)
A x- section
•
i
140
160
180
34.5
34
33.5
33
32.5
32
200

• •
0
w
200 220
White Springs Longitudinal Profile (Sta 0 +200 to 0 +400)
tbed • bankfull o x- section
• • •• • • • •
•
240 260
34.5
• • 34
s • i • 33.5
33
32.5
32
31.5
280 300 320 340 360 380 400
Channel Distance (ft)

•
o
m
>
w
White Springs Longitudinal Profile (Sta 0 +400 to 0 +600)
tbed • bankfull o x- section
400 420 440 460 480
r
500 520 540 560 580
Channel Distance (ft)
34
33.5
33
32.5
+�. 32
31.5
31
600

c
o �
c�
'm-
w
600 620 640
White Springs Longitudinal Profile (Sta 0 +600 to 0 +800)
tbed • bankfull o x- section
0
.:E
34
33.5
••• • • • • 33
32.5
32
31.5
31
700 720 740 760 780 800
Channel Distance (ft)

White Springs Longitudinal Profile (Sta 0 +800 to 0 +1000)
t bed
0
c�
a� -
w
I
800 820 840 860 880
• bankfull o x- section
33
32.5
• • • • 32
•
31.5
31
30.5
30
900 920 940 960 980 1000
Channel Distance (ft)

s
•
c
0
a�
w
1000 1050
White Springs Longitudinal Profile (Sta 0 +1000 to 0 +1317)
--m--bed • bankfull o x- section
0 32
31.5
31
•
• • •—• • • 30.5
• • • 30
29.5
— 29
28.5
28
1100 1150 1200 1250 1300 1350
Channel Distance (ft)

37
36.5
36
35.5
35 "
X34.5
c�
> 34
w33.5
33
32.5
32
0
20
40
XS1 Pool
—•— Ground Bankfull
__�T
60 80 100 120
Width (ft)
Parameter
Bankfull elevation (ft)
33.77
Pool width, Wbkrp (ft)
10.5
Pool cross - section area, Abkfp (sq ft)
6.7
Mean pool depth, dbkfp (ft)
0.6
Max pool depth, dmbkfp (ft)
1.3
140 160 180 200

37
36.5
36
35.5
35
0 34.5
CO 34
Q1 33.5
33
32.5
32
31.5
XS2 Riffle
— Ground Bankfull
I I
0 2 4 6 8 10
Width (ft)
Parameter
Bankfull elevation (ft)
33.21
Riffle width, Wbkf (ft)
9.2
Riffle cross - section area, Abkf (sq ft)
5.5
Mean riffle depth, dbkf (ft)
0.6
Width -to -depth ratio, [Wbkf /dbkf]
15.3
Max riffle depth, dmbkf (ft)
1.3
Max riffle depth ratio, [dmbkf /dbkf]
2.2
Bankfull wetted perimeter, P (ft)
9.6
Bankfull hydraulic radius, R (ft)
0.6
Low bank height, LBH (ft)
1.3
Low bank height ratio, BHR [LBH /d,,,bkf]
1.00
12
14
16'

37
36
35
c
34
33
w 32
31
30
0
—s—Ground
XS3 Riffle
Flood Prone Area
50 100
Width (ft)
Parameter
Width flood -prone area, Wfpa (ft)
Bankfull elevation (ft)
Riffle width, Wbkf (ft)
Entrenchment ratio, ER [Wfpa /Wbkf]
Riffle cross - section area, Abkf (sq ft)
Mean riffle depth, dbkf (ft)
Width -to -depth ratio, [Wbkf /dbkfl
Max riffle depth, dmbkf (ft)
Max riffle depth ratio, [d,,,bkf/dbkf]
Bankfull wetted perimeter, P (ft)
Bankfull hydraulic radius, R (ft)
Low bank height, LBH (ft)
Low bank height ratio, BHR [LBH/dmbkfJ
Bankfull
94.6
32.36
9.9
9.6
7.0
0.7
14.0
1.2
1.7
10.3
0.7
1.2
1.00
f
150 200

Parameter
XS4 Pool
Bankfull elevation (ft)
—*--Ground Bankfull
33
8.5
32.5
32
5.5
—31.5
c 31
0
0.6
30.5
0
w
1.3
30
29.5
29
28.5
0 2 4
6 8 10
Width (ft)
Parameter
Bankfull elevation (ft)
29.82
Pool width, Wbkfp (ft)
8.5
Pool cross - section area, Abkfp (sq ft)
5.5
Mean pool depth, dbkfp (ft)
0.6
Max pool depth, dmbkfp (ft)
1.3
12 14 16 18

Morphology Design Parameters
Parameter
Stream name
Stream type
Profile Data
Valley length, VL (ft)
Stream length, SL (ft)
Stream Elevation Change, SE (ft)
Valley slope, VS (ft/ft)
Average water surface slope, S ( ft/ft)
Riffle length, Lrif (ft)
Riffle length ratio, [Lrif/Wbkf]
Riffle slope, S,;f ( ft/ft)
Pool length, Lp (ft)
Pool length ratio [Lp/Wbkf]
Pool -to -pool spacing, p -p (ft)
Pool -to -pool spacing ratio, [p- p/Wbkf]
Pattern Data
Sinuosity, k = SL /VL ( ft/ft)
Meander length, Lm (ft)
Meander length ratio [Lm/Wbkf]
Radius of curvature, Re (ft)
Radius of curvature ratio [Rc /Wbkf]
Belt width, Wbit (ft)
Meander width ratio [Wbit /Wbkf]
Min
13.7
1.4
0.0
16.6
1.7
29.1
3.1
Min
55
5.7
13.4
1.4
9
0.9
White Springs
C5
1081
1312
3.49
0.0032
0.0027
Median
16.4
1.7
0.0
16.8
1.8
36.2
3.8
Max
17.1
1.8
2.4
27.5
2.9
44.1
4.6
1.21
Median Max
64 82
6.7 8.6
16.3 22.2
1.7 2.3
14 17
1.4 1.7

APPENDIX C.
AS -BUILT PLAN VIEW

1
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LEGEND
Thalweg
' Cross- Section
Location
Log Sills
Stream Gauge
' Location
` Vegetation Plot
WWI
WZ e2,
k W_g
0.
WIN
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Jif
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0.
r ,�- ,. at .�'. .V�"a• / — �� ,�J }� � -'� �. � �� �. Yj� , `rte .
`i
-+ (�
oe
9.
it
', .e �•
PT ;`lam. + t• �.� .. �_'1,�
7 • t.
Survey data provided by Paramounte Engineering, Wilmington, NC.
2012 Aerial Photography, NC OneMap.
\WETLANDS \2013 WETLANDS FILES \01- 13 -038A - -- LCFUMB, Monitorinq, Jon Vincent \White Springs \Annual Monitorinq \Year 0 Baseline \stream survey \Sunny Point — Asbuilt 042215_LW.dwq
0 i 75
150
300
1
LiVI
r.ANDbMNAGEM£NTCROUP.—
fnOronmenraf Consultants
Project:
Lower Cape Fear Umbrella Mitigation Bank
White Springs Tract
Title:
Date:
5/22/2015
Scale: r r
1 = 150
Revision Date:
Job Number:
01- 13 -038A
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone: [phone]
As -Built Plan View
Drawn By
Figure:
1

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4'
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i
LEGEND 1 ,t
IP
r �
`
Thalweg
Cross- Section
Location
Log Sills
Stream Gauge'
•
.
Location
Vegetation Plot
0 20
40 80
1
Survey data provided by Paramounte Engineering, Wilmington, NC.
Project:
Date:
Revision Date:
2012 Aerial Photography, NC OneMap.
L
Lower Cape Fear Umbrella Mitigation Bank
5/22/2015
White Springs Tract
Scale:
Job Number:
LANDbMNAGEM£NTGROi]Plr:c
fnOronmenraf Consultants
Title:
1 = 40
01- 13 -038A
Post Office Box 2522
Wilmington, North Carolina 28402
As -Built Plan View -West
Drawn By
Figure:
2
Telephone: [phone]
\WETLANDS \2013 WETLANDS FILES \01- 13 -038A - -- LCFUMB, Monitorinq, Jon Vincent \White Springs \Annual Monitorinq \Year 0 Baseline \stream survey \Sunny Point — Asbuilt 042215_LW.dwq

i •.
1 �r.
Ck
.1 c
-L
LEGEND
Thalweg - -
Cross - Section
Location
'• Log Sills
Stream Gauge
Location
4 Vegetation Plot h
0
6-
•;- r ro 4L
Ir
Vegetation
�h
1y
<l� N
Plot 2
- * _V`
1 .ow "
Y_ f
r• » 'fl
.164
sl
— it
ArK
L IN
4-
-Mill! A_24=
Survey data provided by Paramounte Engineering, Wilmington, NC.
2012 Aerial Photography, NC OneMap.
\WETLANDS \2013 WETLANDS FILES \01- 13 -038A - -- LCFUMB, Monitorinq, Jon Vincent \White Springs \Annual Monitorinq \Year 0 Baseline \stream survey \Sunny Point — Asbuilt 042215_LW.dwq
LMG
I.AP3D h1ANAGEhi£A1T GROUP lac
Envlronmentoi Consulroors
Post Office Box 2522
Wilmington, North Carolina 28402
Telephone: [phone]
1 a✓ -
N lam
0 20 40
Project: Date:
Lower Cape Fear Umbrella Mitigation Bank 5/22/2015
White Springs Tract Scale:
1
Title:
" =40'
As -Built Plan View- East IDrawn By:
80
1
Revision Date
Job Number:
01- 13 -038A
Figure:
3

APPENDIX D.
PACKING SLIP

Seedling Distribution Sheet
SuperTre South Carolina SuperTree Nursery
=' seedlings
5594 Highway 38 South
Blenheim, SC 29516
Toll Free: 1 -800- 222 -1290
Phone: 843 - 528 -3203
Fax: 843 - 528 -3943
www.supertreese6dlings.com
Date: `"� ° I ,; 1 5-
Time: i �' a.m. (pm 1
Lift Date Species Family Seedlot
Al A cv 0,(699
�a�c� cvDrt,S�
Ai, la iic, LAa w- �.P- ,r
Package Temperature
Van Temperature
Number of Racks
ArborGen Employee Signature
Totals
Carrier Name �� u
Driver Signature
Customer or Authorized Signatur9C'
PACKING SLIP ARBoRGEN�)
Circle One:
OT or NOT
Customer Name: L.---
c` I �!t G' �-j , i
Ordered by:
Ship to Location:
Treatment' Avg. Sldgs/
Gen. Pallet Tag Ws Pounce, Box
No. of Seedlings Shipped
Boxes
etc.
iJ s)
� J
45t)
OD
Totals
Carrier Name �� u
Driver Signature
Customer or Authorized Signatur9C'
PACKING SLIP ARBoRGEN�)

APPENDIX E.
SITE PHOTOGRAPHS

View of White Springs Branch prior to construction
View of White Springs Branch during construction
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

View of log sills
View of stream gauge
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

View of channel construction and bank matting installation
IT
Aerial view of floodplain grading and White
Springs Branch prior to construction
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

Aerial view of channel construction
View of channel construction
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

View of vegetation planting - post construction
View of vegetation planting - post construction
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND White Springs Environmen a6MEnsultants Nc Site Photographs
As -Built Report June 2015

View of valley graded upstream of restored first order reach
View of channel post- construction with stream gauge
and vegetation plot - upper end
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

View of Atlantic white cedar seedlings, post - planting
View of channel post- construction with vegetation plot - lower end
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

View of channel post- construction with stream
gauge and vegetation plot - middle section
View of channel post- construction - upper end
Lower Cape Fear
Umbrella Mitigation Bank LMG Appendix E.
LAND MANAGEMENT GROUP Nc. Site Photographs
White Springs Environmental Consultants
As -Built Report June 2015

View of cross section X -1 (pool)
;•,,_
Lower Cape Fear
Umbrella Mitigation Bank
White Springs
As -Built Report
View of cross section X -2 (riffle)
LMG
LAND MANAGEMENT GROUP—.
Environmental Consultants
June 2015
Appendix E.
Site Photographs

Y
View of cross section X -3 (riffle)
Lower Cape Fear
Umbrella Mitigation Bank
White Springs
As -Built Report
View of cross section X -4 (pool)
LMG
LAND MANAGEMENT GROUP—.
Environmental Consultants
June 2015
Appendix E.
Site Photographs