20070972 Ver 1_Year 5 Monitoring Report_20160224

YEAR 5 MONITORING REPORT
ADKIN BRANCH STREAM RESTORATION PROJECT
PHASE 1 — WASHINGTON AVE. TO LINCOLN ST.
Lenoir County, North Carolina
DMS IMS No. 7
Submitted to:
NCDEQ-Division of Mitigation Services (DMS)
217 West Jones Street, Suite 3000A
Raleigh, North Carolina 27603
Construction Completed: April 2011
Morphology Data Collected: March - May 2015
Vegetation Data Collected: August 2015
Submitted: December 2015

Prepared by:
ICA
Axiom Environmental, Inc.
218 Snow Avenue
Raleigh, North Carolina 27603
Design Firm:
ICA Engineering, Inc.
5121 Kingdom Way, Suite 100
Raleigh, North Carolina 27607
919.851.6066
919.851.6846 (fax)
I HEREBY CERTIFY THAT THE DOCUMENTS CONTAINED HEREIN, ADKIN BRANCH YEAR 5
MONITORING REPORT WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION.
14
SIGNED, SEALED AND DATED THIS 1 Y DAY OF
Chris L. Smith, PE
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
TABLE OF CONTENTS
SECTION PAGE
1.0 EXECUTIVE SUMMARY.......................................................................................1
1 .1 GOALS AND OBJECTIVES.............................................................................................. 1
1.2 VEGETATION................................................................................................................ 2
1.3 STREAM STABILITY....................................................................................................... 5
1.4 WETLANDS................................................................................................................ 11
1.5 NOTE........................................................................................................................ 11
2.0 METHODOLOGY................................................................................................12
2.1 VEGETATION.............................................................................................................. 12
2.2 STREAMS.................................................................................................................. 12
2.3 WETLANDS................................................................................................................ 12
2.4 SAND FILTER BM PS AND STORMWATER WETLANDS ..................................................... 12
3.0 RERFERENCES.................................................................................................13
APPENDIX A.
PROJECT VICINITY MAP AND BACKGROUND TABLES .......................................
14
APPENDIX B.
VISUAL ASSESSMENT DATA..........................................................................
21
APPENDIX C.
VEGETATION PLOT DATA.............................................................................
50
APPENDIX D.
STREAM SURVEY DATA...............................................................................
61
APPENDIX E.
HYDROLOGIC DATA.....................................................................................
91
APPENDIX F.
CREDIT CALCULATION FIGURES....................................................................
95
APPENDIX G.
FINAL RECORD DRAWINGS........................................................................
101
LIST OF FIGURES
FIGURE PAGE
Figure1. Vicinity Map.................................................................................................... 15
Figures 2.0-2.12. Current Condition Plan View............................................................. 22
Figures 3.1-3.26. Vegetation Plot Photos and Problem Areas......................................42
Figures 4.1-4.17. Cross Section Plots and Photos........................................................ 62
Figures 5.1-5.3. Longitudinal Profile Plots.....................................................................80
Figures 6.1 - 6.14 Crest Gauge Photos......................................................................... 92
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
LIST OF TABLES
TABLE PAGE
Table 1. Project Components and Mitigation Credits ....................................................
17
Table 2. Project Activity and Reporting History.............................................................
18
Table 3. Project Contacts Table....................................................................................
19
Table 4. Project Attributes Table...................................................................................
20
Table 5.1-5.3. Visual Stream Morphology Stability Assessment ...................................
36
Table 6. Vegetation Condition Assessment...................................................................40
Table 7. Vegetation Plot Criteria Attainment.................................................................
51
Table 8. CVS Vegetation Plot Metadata........................................................................
52
Table 9 CVS Stem Count Total and Planted by Plot and Species ................................
53
Table 10.1-10.3. Baseline Stream Data Summary........................................................84
Table 11. Monitoring Data - Dimensional Morphology Summary ..................................
87
Table 12.1-12.3. Monitoring Data - Stream Reach Data Summary...............................88
Table 13. Verification of Bankfull Events.......................................................................91
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
1.0 EXECUTIVE SUMMARY
The following report summarizes the vegetation establishment and stream stability for
Year 5 monitoring for Phase 1 of the Adkin Branch Stream Restoration Project (Site) in
Lenoir County, North Carolina.
1.1 Goals and Objectives
The primary goals of the Adkin Branch Stream Restoration Project focus on:
• Restoring a stable dimension, pattern, and profile to Adkin Branch and UT to
Adkin Branch (UT)
• Improving water quality
• Decreasing floodwater levels
• Restoring aquatic and riparian habitat
• Implementing best management practices (BMPs) for stormwater quality and
retention
These goals will be achieved through the following objectives:
• Reducing sediment input to Adkin Branch by restoring 7,579 linear feet of stream
to a stable dimension, pattern, and profile, and establishing a vegetated stream
bank, floodplain, and terrace forest. Forest vegetation species were selected by
studying a Reference Forest Ecosystem located directly upstream of the Project
and reviewing species listed in Classification of the Natural Communities of North
Carolina: Third Approximation (Schafale and Weakley 1990) for a Coastal Plain
Levee Forest. A total of 31.92 acres of the conservation easement were
reforested.
• Promoting floodwater attenuation and decreasing floodwater levels by excavating
a gently sloping floodplain that begins at the bankfull discharge elevation and
slopes up to the terrace elevation, in addition to increasing roughness in the
floodplain by establishing a vegetated riparian buffer.
• Improving aquatic habitat by enhancing stream bed variability (ripple -pool
sequence), and introducing woody debris in the form of rootwads, log vanes, and
log sills. A ripple -pool sequence and woody debris structures will provide places
for forage, cover, and reproduction for fauna and flora.
• Improving terrestrial habitat by restoring a forested riparian corridor through a
highly urbanized environment, which has historically experienced vegetation
maintenance and forest segmentation. This corridor will provide a diversity of
habitats such as mature forest, early successional forest, riparian wetlands and
uplands.
• Reducing nonpoint source pollution associated with urban land uses (i.e.
maintained ball fields, roadways, residential communities, etc.) by providing a
vegetated riparian buffer adjacent to streams to treat surface runoff.
Reforestation of the Project resulted in a total of 1,171,272 sq. ft. (26.89 acres) of
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Neuse River Riparian Buffers (area within 200' of top of bank of channel that is at
least 50' wide).
• Improving water quality by creating 0.69 acres of riparian stormwater wetland
adjacent to the UT, implementing six (6) sand filter device BMPs along Adkin
Branch for
stormwater runoff to retain sediments and nutrients prior to entering Adkin
Branch, and removing creosote timber retaining walls throughout the project.
1.2 Vegetation
Stream Vegetation Success Criteria
According to 15A NCAC 02B .0295 Mitigation Program Requirements for Protection and
Maintenance of Riparian Buffers vegetation will be considered successful for stream
mitigation credit if at least 260 stems/acre (trees and shrubs), both, volunteer and
planted, are surviving at the end of five years. The interim measure of vegetative
success for the site will be the survival of at least 320 3 -year old stems per acre at the
end of year three of the monitoring period and 280 4 -year old stems per acre at the end
of year four of the monitoring period (USACE et al. 2003).
Riparian Buffer Vegetation Success Criteria
Vegetation monitoring will be considered successful for riparian buffer mitigation credit if
at least 320 native planted hardwood stems/acre (trees only) are surviving at the end of
year five. Planted vegetation must include a minimum of at least two planted native
hardwood tree species. There is no interim measure of vegetative success for riparian
buffers.
Monitoring Results
Year 1 (2011)
In general, vegetation within the Site was doing poorly in Year 1 (2011) and many of the
planted trees had died over the summer of 2011 as the result of extreme hot, dry
conditions followed by Hurricane Irene. Due to poor planted stem survivability in Year
1, vegetation warranty Site assessments were conducted in September 2011 by
Division of Mitigation Services (DMS) and Axiom Environmental, Inc. (Axiom) as
described in the dms letter to Fluvial Solutions, Inc. dated January 25, 2012 (Appendix
C). The results of the Site assessment required Fluvial Solutions, Inc. to replant bare
root seedlings in four areas as depicted on the Supplemental Planting Map provided in
Appendix B. A total of 11 ball and burlap trees were also replanted. Fluvial Solutions,
Inc. contracted Bruton Natural Systems, Inc. to replant the Site. Replanting was
completed on March 8, 2012. The list of species replanted at the Site is provided in
Tables C4 and C5 (Appendix C).
Year 2 (2012)
Despite replanting the Site in 2012, planted tree growth within the Site remained poor
during the Year 2 (2012) monitoring period. Based on the number of stems counted,
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
average densities were measured at 491 planted stems per acre (excluding livestakes)
surviving. The dominant species identified at the Site were planted stems of silky
dogwood (Cornus amomum), river birch (Betula nigra), and southern red oak (Quercus
falcata). Fourteen of the twenty-two individual vegetation plots met success criteria
when counting planted stems alone. Three plots (Plots 9, 10, and 11) did not meet
success criteria based on planted stems alone; however, when including appropriate
naturally recruited stems of hickory (Carya sp.), these plots were well -above success
criteria. In addition, a large pecan tree fell within Plot 11 contributing to numerous
missing planted stems. Lespedeza is dominating the floodplain in the vicinity of Plots 7
and 8, making it difficult for planted stems to survive. Several small areas along stream
benches were characterized by exposed soils with little vegetation in Year 1; however,
herbaceous vegetation was beginning to fill in these areas. Several small areas of
invasive species occurred within the Site including Chinese privet, Johnson grass, and
Japanese honeysuckle. Lespedeza was dominating the left and right floodplain
between stations 90+00 and 96+00 and was out -competing planted woody vegetation.
It was recommended that an herbicide approved for use in or near aquatic sites be
applied to this area to control Iespedeza. Plant coverage within the stormwater BMP
was greater than 95 percent.
Year 3 (2013)
Based on the number of stems counted, average densities were measured at 495
planted stems per acre (excluding livestakes) surviving in Year 3 (2013). The dominant
species identified at the Site were planted stems of silky dogwood (Cornus amomum),
river birch (Betula nigra), and southern red oak (Quercus falcata).
Fifteen of the twenty-two individual vegetation plots met success criteria when counting
planted stems alone. Plot 9 was not sampled because it was destroyed by construction
equipment during stream repair efforts in July 2013. The site received supplemental
planting in areas with low stem densities and those areas disturbed by construction
activities in 2013. The areas that were replanted include the staging and stockpile
locations, haul road and any other area within the easement that were impacted by
construction equipment. Three plots (Plots 6, 10, and 11) did not meet success criteria
based on planted stems alone; however, when including appropriate naturally recruited
stems of hickory (Carya sp.) and American elm (Ulmus americana), these plots
exceeded success criteria. Herbaceous vegetation has continued to fill in stream bench
areas that were bare in Year 1 (2011). Planted tree growth within the Site, in general, is
poor. Several small areas of invasive species occurred within the Site including
Chinese privet, Johnson grass, Iespedeza, and Japanese honeysuckle as depicted on
the CCPV (Appendix B).
The plant coverage within the stormwater BMP was greater than 95 percent.
Year 4 (2014)
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Based on the number of stems counted, average densities were measured at 498
planted stems per acre (excluding livestakes) surviving in Year 4 (2014). The dominant
species identified at the Site were planted stems of silky dogwood (Cornus amomum),
river birch (Betula nigra), and southern red oak (Quercus falcata).
Sixteen of the twenty-two individual vegetation plots met success criteria when counting
planted stems alone. Vegetation in Plot 9 was damaged by construction equipment
during stream repair efforts in July -September 2013; several planted stems have
resprouted but overall the area around this plot was sparse. Five plots (Plots 7, 10, 11,
16, and 18) did not meet success criteria based on planted stems alone; however, when
including appropriate naturally recruited stems of hickory (Carya sp.) and American elm
(Ulmus americana), these plots exceeded success criteria.
The site received supplemental planting in areas disturbed by construction activities in
2013. The areas that were replanted include the staging and stockpile locations, haul
road and any other area within the easement that were impacted by construction
equipment. Supplemental planting with 1060 containerized trees (1 -gallon and 3 -gallon)
and 3000 livestakes occurred in early 2014 as found in tables C1-C3. The majority of
containerized trees were doing well.
Several areas of invasive species occured within the Site including Chinese privet,
Johnson grass, lespedeza, and Japanese honeysuckle as depicted in the CCPV
(Figures 2.6-2.7 and 2.9-2.11). Invasive species were treated in March 2014. DMS is
currently contracted with a firm to manage Ailanthus altissima, Ligustrum sinensis,
Ligustrum japonica, Melia azedarach, Sorghum halepense, and Wysteria sp.
Plant coverage within the stormwater BMP was greater than 95 percent.
Year 5 (2015)
Based on the number of stems counted, average densities were measured at 462
planted stems per acre (excluding livestakes) surviving in Year 5 (2015). The dominant
species identified at the Site were planted stems of river birch (Betula nigra) and
southern red oak (Quercus falcata).
Seventeen of the twenty-two individual vegetation plots met success criteria of 260
stems per acre when counting planted stems alone. Vegetation Plot 7 is located in a
large community of Lespedeza cuneata. It is likely that the invasive population is
strangling and shading native planted vegetation, inhibiting survival of species in the
vegetation plot. Vegetation in Plot 9 was damaged by construction equipment during
stream repair efforts in July -September 2013; several planted stems have resprouted
but overall the area around this plot is sparse. Three plots (Plots 10, 11, and 16) didn't
meet success criteria based on planted stems alone; however, when including
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
appropriate naturally recruited stems of hickory (Carya sp.) and American elm (Ulmus
americana), these plots exceeded success criteria.
Supplemental planting with 1060 containerized trees (1 -gallon and 3 -gallon) and 3000
livestakes occurred in early 2014 (Table C1-C3). The majority of containerized trees
are doing well.
Several areas of invasive species occur within the Site including Chinese privet
(Ligustrum sinense), Johnson grass (Sorghum ha/epense), Chinese lespedeza
(Lespedeza cuneata), and Japanese honeysuckle (Lonicera japonica) as depicted on
Figures 2.0-2.12 (Appendix B). Invasive species were treated in March 2014; however,
continued treatment is recommended due to the remaining presence of invasive species
that are shading and strangling planted stems.
The easement is being encroached upon downstream of Cross Section 4 on the right
bank. The total encroachment area is approximately 0.03 acres. DMS has been
notified of the disturbance to the easement.
Current plant coverage within the stormwater BMP is greater than 95 percent.
1.3 Stream Stability
Year 1 (2011)
Year 1 monitoring surveys along Adkin Branch and its UT occurred in October, 2011.
Reach 1: Significant stream bed scour was observed from station 41+00 to 46+00.
This scour likely occurred during the storm events associated with Hurricane Irene in
late August, 2011. Several of the existing pools deepened and/or lengthened as a
result of the storm events, but the log structures maintained grade control and the
overall stability of the channel was not compromised. Only minor shifting of pools and
riffles was observed throughout the remainder of the profile, which is expected in a sand
bed system. The majority of stream banks and structures throughout the project were
stable and functioning as intended. There was no evidence of trends toward significant
change in channel pattern. Cross sectional data indicated that the channel width to
depth ratio was lowering as the channel matured. This change is expected as detailed
in the proposed success criteria from the Baseline Monitoring Document (NCDEQ,
2011).
Reach 2: Significant stream bed scour was observed from station 68+71 to 74+64.
Based on an overall visual assessment of the channel, Reach 2 appeared to contain the
majority of the problem areas on the Site. Twelve riffle segments were noted as
unstable in Reach 2 as a result of the scour from large storm events, most notably,
events associated with Hurricane Irene. Twelve bank segments were noted as eroding
in Reach 2, due to a lack of vegetation along the stream banks. One log cross vane
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
had been compromised in Reach 2 as a result of stream bank erosion around the vane
arm. Six log structures were experiencing erosion on greater than 15 percent of the
streambanks within their extent of influence and three log structures exhibited minor
erosion around the vane arms. A Repair Plan was developed to correct these problem
areas, which included the use of soil lifts, bank grading, and erosion control matting.
The soil lifts that were installed in January and February, 2011 are stable with well-
established willow cuttings along the stream banks.
Reach 3: Reach 3 was performing as expected.
Crest gauges installed on-site were inspected on 26 October, 2011. Crest Gauge 2
near station 75+25 was damaged during Hurricane Irene. The remaining crest gauges
revealed that a bankfull event occurred at least once during 2011 (Table 13). Additional
overbank evidence included debris lines, and vegetation bent in the downstream
direction.
Year 2 (2012)
Year 2 monitoring surveys occurred in October and November, 2012.
Reach 1: Reach 1 experienced little change from Year 1 except between stations
39+00 to 41 +00 where the pools became deeper and longer. Log structures were
stable through this section and continued to maintain grade control.
Reach 2: The profile along Reach 2 provides evidence of the fluctuating nature of a
sand bed system. Some pools became deeper and longer (station 65+00 to 69+00)
while others filled in and shortened (station 82+50 to 86+00). Overall, Reach 2 was
somewhat unstable due to erosion along approximately 45 percent of the stream banks
within the Reach. Erosion was attributed to a lack of vegetation and several large storm
events, including Hurricane Irene, that have resulted in severe shear stress along the
exposed sandy banks. A Repair Plan was developed to correct the eroded stream
banks which included the use of soil lifts, bank grading, and erosion control matting.
The Repair Plan was implemented in the Spring/Summer of 2013. Fluctuation in
channel bed features is expected to continue throughout the monitoring period;
however, the overall stream reach should stabilize once woody vegetation establishes
along the stream banks. A beaver dam was observed at Station 69+60 and appears to
have formed on top of rip rap that was placed in the channel by local residents. Rip rap
was also observed in the channel near station 81+25. The soil lifts that were installed in
January and February, 2011 are stable with well-established willow cuttings along the
stream banks.
Reach 3: Reach 3 experienced aggradation between Stations 10+00 and 12+35 due to
dense herbaceous vegetation forming in the channel and trapping sediment. However,
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
the stream remains stable and flood waters are accessing the adjacent stormwater
wetlands as intended. Only minor shifting of pools and riffles was observed throughout
the remainder of the profile, which is expected in a sand bed system. The majority of
stream banks and structures throughout the project were stable and functioning as
intended. There was no evidence of trends toward significant change in channel pattern.
Cross sectional data indicated that the channel width to depth ratio was lowering as the
channel matures.
Crest Gauge 2 near station 75+25 was damaged during Hurricane Irene, but was
reinstalled on November 8, 2012. The remaining crest gauges revealed that a bankfull
event occurred at least once during 2012 (Table 13). Additional overbank evidence
includes debris lines, and vegetation bent in the downstream direction. Evidence of
bankfull events can be found in Appendix E.
Year 3 (2013)
Year 3 monitoring surveys occurred in July and August, 2013.
Reach 1: Reach 1 experienced little change from Year 2 with the log structures
remaining stable through this section and continuing to maintain grade control.
Reach 2: The profile along Reach 2 provides evidence of the fluctuating nature of a
sand bed system. Some pools became deeper and longer while others filled in and
shortened. In general, the unstable sections of Reach 2 that were documented in the
Year 2 Monitoring Report were been repaired as part of construction activities
completed in September of 2013. The majority of the plans consisted of installed soil
lifts along eroded banks, which are now shown in the CCPV. Fluctuation in channel bed
features is expected to continue throughout the monitoring period, but the overall
stream reach should stabilize once woody vegetation establishes along the stream
banks.
The Year 2 monitoring report discussed various bank reaches that exhibited different
levels of erosion. The majority of the eroded banks were repaired during the Hurricane
Irene repairs that were completed in September of 2013. The eroding banks have been
stabilized through bank grading with matting or with the installation of soil lifts. All
repaired sections were planted with live stakes and should remain stable as long as the
newly planted vegetation continues to thrive. Some moderate scour has developed
behind the vane arm of the log cross vane at station 64+80 which can be seen is the
Cross Section 6 data. However, multiple black willow trees are continuing to grow and
stabilize the bank around the scour which should aid in the long term stability of the right
bank. It is recommended that observation of this section continues throughout the
upcoming monitoring periods to determine whether the condition necessitates repair in
the future. Cross Section 7 displayed changes in geometry due to the installation of soil
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
lifts as part of the Hurricane Irene repair plan. The repaired banks have been restored
to the geometry recorded in the baseline report.
Sandfilter BMP #6 was taken offline and filled during the Hurricane Irene repairs. The
BMP was planted as a part of 2014 supplemental planting. The remaining sandfilter
BMPs received maintenance mowing in 2014.
Reach 3: Reach 3 experienced some aggradation from station 10+50 to 11+75 and
deepening of pools from approximately station 22+00 to station 25+00. However, the
stream remains stable and flood waters are accessing the adjacent stormwater
wetlands as intended.
Only minor shifting of pools and riffles was observed throughout the remainder of the
profile, which is expected in a sand bed system. The majority of stream banks and
structures throughout the project are stable and functioning as intended. There was no
evidence of trends toward significant change in channel pattern. Cross-sectional data
indicated that the channel width to depth ratio is lowering as the channel matures.
DMS contracted with US Department of Agriculture (USDA) Animal and Plant Health
Inspection Service (APHIS) to control beavers on site in February of 2013. Eight beaver
dams were observed within the project reach and DMS contacted US Department of
Agriculture in February of 2013 to begin removing the dams. After removal of the dams,
additional erosion was observed, and these areas were added to the repair plans which
were conducted in summer 2013.
The site experienced at least one bankfull flow in July, 2013. Additional overbank
evidence includes debris lines, and vegetation bent in the downstream direction.
Year 4 (2014)
Year 4 monitoring surveys occurred in April 2014.
Reach 1: Reach 1 profile experienced minor scouring near station 52+00, however this
change in profile depth is expected in a sand bed system. All structures appear to be
maintaining grade control. An area around station 53+00 is experiencing major erosion
along the right bank and may require repairs if erosion continues. Moderate bank
erosion is also occurring in three areas downstream of station 58+00. Four areas
between stations 42+00 and 47+00 are experiencing minor erosion along the banks.
Bank widening is also occurring between station 55+50 and 58+00. Areas of minor
bank erosion and bank widening should be watched closely in future monitoring years.
A beaver dam was observed near Station 40+80 on April 4, 2014. DMS contacted
APHIS and the dam was removed by chainsaw on April 14, 2014. The area where the
dam was removed should be watched for signs of stream instability.
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Reach 2: The profile of Reach 2 continues to fluctuate as is expected with a sand bed
system. Several of the pools have scoured while others have filled. In general, the
changes to the profile are not significant and similar changes are expected to continue
throughout the monitoring period.
Unstable sections repaired during September 2013 can be seen in the CCPV and are
functioning as intended. Vegetation along the banks continues to mature and aid in
bank stabilization. Soil lifts installed during the 2013 repairs can be seen in the cross
section photos and are also contributing to the overall stabilization of banks. Moderate
scour observed during Year 3 monitoring at Cross Section 6 continues to be an area of
concern for the stream. Cross Section survey data shows the area to the right of the log
vane continuing to scour. Woody vegetation growing on the banks is slowing the
scouring, however, the area should still be closely observed during monitoring. Similar
erosion is occurring at the right of the log vane at Cross Section 8. Notably less
vegetation is present in this area and therefore this area should be watched closely as
monitoring continues. The geometry of Cross Section 7 remains similar to Year 3
monitoring after soil lifts were installed in 2013. The soil lifts are performing as intended
and are aiding in the stabilization of this section of the channel. Cross Sections 9, 10
and 11 revealed notable increase in bankfull width and area due to stream bank erosion
when surveyed on 4/1/2014. A Major rain event occured on 12/24/2013 accumulating
2.05 inches of precipitation, which coupled with sandy soils and sparse vegetation likely
led to the bank erosion. Cross sections were re -surveyed 8/9/2014 and showed
minimal change since the April surveys. Another rain event on 7/4/2014 totaled 4.17
inches of rain, however, this storm did not affect channel dimension.
Severe erosion is also occurring in the channels entering the stream below Cross
Section 11 from the stormwater BMP. DMS installed live stakes in this area and it
should be monitored to see if the plantings are having a significant impact on bank and
channel. Other areas experiencing bank erosion and widening can be seen in the
CCPV.
Reach 3: Reach 3 experienced some minor scouring and filling of the stream bed at the
upstream end of the reach. Most of the changes occur between section 10+00 and
11+75, as observed at Cross Section 13. The channel profile shows no significant
changes through the majority of the reach (Station 11+75 through 21+00). Cross
Sections 14, 16, and 17 do not show signs of serious erosion and have retained similar
geometry to the previous monitoring year. Cross Section 15 was not surveyed due to a
fallen tree over the channel.
No bank erosion appears to be occurring in Reach 3.
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
The site experienced at least one bankfull flow in March 2014 (Table 13). Additional
overbank evidence was seen in debris lines and bent vegetation in the downstream
direction. Evidence of bankfull events can be seen in Appendix E.
Year 5 (2015)
Year 5 monitoring surveys occurred in March and May of 2015.
Reach 1: Several areas of thin grass and minor erosion were removed from this year's
CCPV due to re -vegetation. Minor erosion is present near station 41+75, however, this
area has not worsened over the previous monitoring year and does not appear to be
actively eroding. Minor erosion noted during year four at approximately station 44+75 is
no longer an area of concern due to re -vegetation along the banks. Scour is worsening
along the right arm of the log vane with sill at station 52+00 due to a lack of significant
vegetative cover. If vegetation does not establish along the right bank erosion will
remain active and worsen. Over the previous monitoring year scour has developed in
the ditch off Elm Street near station 44+50 (Photo 3.22). Reach 1 profile data shows a
fairly consistent profile in comparison with the previous years' data. The minor scouring
near station 52+00 noted in the year 4 report graphs almost identically to year 5.
Similarly, all cross sections in Reach 1 are exhibiting geometry consistent to what was
shown in monitoring year 4. All structures appear to be maintaining grade control.
Overall, channel profile, cross section geometry, and structures remain consistent from
year 4 monitoring; indicating that channel stability is not worsening. Remnants of a
beaver dam at station 49+60 are still creating a backwater effect and need to be
removed.
Reach 2: Overall willow establishment and maturity is much weaker on Reach 2
compared to other reaches of Adkin Branch. Specifically, erosion is increasing along
the right bank at approximately station 64+90 due to a lack of vegetative cover. Cross
Section 6 (Station 64+81) is exhibiting increased scour along the right bank which has
caused the bankfull area to increase by 38% over the previous monitoring year.
Vegetation has failed to establish to the right of the log vane arm, leaving the bank
prone to erosion over the monitoring period. Increases in erosion due to lack of
vegetative establishment are common throughout the reach, including station 71+75
and 74+10. These areas will continue to actively erode until stabilizing vegetation
established along the banks. Overall, average bankfull cross sectional area drastically
increased between monitoring years three and five. The increase in bankfull area after
year three is a result of the Hurricane Irene repairs that were constructed in September
of 2013. These repairs changed channel geometry for three of the cross sections in
Reach 2. Currently, all repaired areas are stable except for the right bank of Cross
Section 9 which is experiencing active erosion due to a lack of vegetative cover.
Conversely, the severity of erosion in several areas has been reduced due to vegetative
establishment. These areas include all erosion noted between station 79+00 and
FYZ
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
82+50. Cross section 11 geometry remains consistent with year 4, indicating that this
portion of the channel is in stable condition.
Severe erosion was reduced to moderate erosion in the channel entering the stream
below Cross Section 11 from the stormwater BMP. The live stakes installed in this area
are having a positive impact on stream banks.
The profile of Reach 2 appears similar to previous years with some fluctuations typical
of a sand bed system.
Reach 3: Reach 3 experienced scour and deposition of the stream bed over the
previous year as expected with a sand bed system. A portion of the flow deviates from
the main channel at station 11+20, flows non-erosively through the valley and re-enters
at station 13+10. Cross Section 13 portrays a much smaller channel due to the
deviation of channel flow. The channel profile shows significant deposition from
approximately station 18+00 through 20+10. There are two disturbances to the stream
channel that are likely contributing to this deposition. The fallen tree at approximately
station 19+00 appears to be trapping brush and other debris leading to an impediment
to flow. Additionally, local residents have piled up logs and cinder blocks in the channel
at approximately station 20+50 in order to create a walking or biking path across the
channel.
Cross Sections 14, 16, and 17 do not show signs of serious erosion and have retained
similar geometry to the previous monitoring year. Bank pins were not located for Cross
Section 15 within the large tree debris from the 2011 fallen tree, thus Cross Section 15
was not surveyed.
No bank erosion appears to be occurring in Reach 3. Reach 3 observations are
depicted in the CCPV and in Figure 3.36.
The site experienced at least one bankfull event prior to March 11, 2015 (Table 13).
Additional overbank evidence was seen in debris lines and bent vegetation in the
downstream direction. Evidence of bankfull events is presented in Appendix E.
1.4 Wetlands
No wetland monitoring areas were established for this project report.
1.5 Note
Summary information/data related to the occurrence of items such as beaver or
encroachment and statistics related to performance of various project and monitoring
elements can be found in the tables and figures in the report appendices. Narrative
background and supporting information formerly found in these reports can be found in
the Baseline Monitoring Report (formerly Mitigation Plan) and in the Mitigation Plan
HP
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
(formerly the Restoration Plan) documents available on DMS's website. All raw data
supporting the tables and figures in the appendices is available from DMS upon
request. Credit Calculation Figures are provided in Appendix F.
DMS has contracted a designer to prepare repair plans for eroded areas downstream of
Rochelle Blvd and along the headcut on the former BMP outlet. Construction is
anticipated to occur in January 2016, followed by supplemental planting in areas of
concern.
2.0 METHODOLOGY
2.1 Vegetation
Vegetation was measured at twenty-two sample vegetation plots (10 -meter by 10 -
meter) within the Site in August 2015 for Year 5 (2015) monitoring per guidelines
established in CVS -DMS Protocol for Recording Vegetation, Version 4.2 (Lee et al.
2008). The taxonomic standard for vegetation used for this document was Flora of the
Carolinas, Virginia, Georgia, and Surrounding Areas (Weakley 2010). Vegetation plots
are permanently monumented with 4 -foot metal garden posts at each corner. In each
sample plot, vegetation parameters monitored included species composition and
species density. Visual observations of the percent cover of shrub and herbaceous
species were documented by photograph. Photographs and vegetation plot information
can be found in Appendices B and C.
2.2 Streams
The Year 5 (2015) Monitoring survey was completed using a Total Station. Each cross
section was marked with two rebar monuments at their beginning and ending points.
The rebar has been located vertically and horizontally in NAD 83 -State Plane.
Surveying these monuments throughout the Site ensured proper orientation. The
survey data was imported into MicroStation for verification. The longitudinal stationing
was developed from total station data and compared with previous year's data to ensure
consistent beginning and ending points. RIVERMorph was used to analyze the profile
and cross section data. Tables and figures were created using Microsoft Excel. The
channel is entirely a sand bed system; therefore, a pebble count was not conducted.
2.3 Wetlands
No wetland monitoring areas were established for this project report.
2.4 Sand Filter BMPs and Stormwater Wetlands
Sand filter BMP devices will be monitored and maintained periodically, as necessary, to
ensure the life of the devices. The City of Kinston has agreed to provide maintenance
for the sand filter BMP devices for the life of the BMPs (30 years). A maintenance
guideline manual was provided to the City of Kinston by DMS.
HP
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
There is no maintenance required on the stormwater wetland. Plant coverage within the
stormwater wetlands should be assessed and documented each growing season. If a
minimum of 70 percent coverage is not achieved after the second growing season,
supplemental planting should be completed. Plant coverage of 90 to 95 percent is
desirable.
3.0 RERFERENCES
Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS -DMS Protocol for
Recording Vegetation. Version 4.2. North Carolina Department of
Environmental Quality, Division of Mitigation Services. Raleigh, North Carolina.
NCDEQ — Division of Mitigation Services. 2011. Baseline Monitoring Document and As -
Built Baseline Report, Adkin Branch Stream Restoration Project, Phase 1 —
Washington Ave. to Lincoln St., Lenoir County, North Carolina.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of
North Carolina: Third Approximation. North Carolina Natural Heritage Program,
Division of Parks and Recreation, North Carolina Department of Environmental
Quality. Raleigh, North Carolina.
United States Army Corps of Engineers, United States Environmental Protection
Agency, North Carolina Wildlife Resources Commission, North Carolina Division
of Water Quality (USACE et al.). 2003. Stream Mitigation Guidelines.
Weakley, A.S. 2010. Flora of the southern and mid-Atlantic states, working draft of 8
March 2010. University of North Carolina Herbarium, North Carolina Botanical
Garden, Chapel Hill, NC. 994 pp. http://www.herbarium.unc.edu/flora.htm
HP
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
APPENDICES
Appendix A. Project Vicinity Map and Background Tables
HP
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Figure 1
[phone]

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Project Location and Directions
The Project is located on the southeast side of the City of Kinston, in Lenoir County,
North Carolina and includes Adkin Branch and an unnamed tributary (UT) to Adkin
Branch (Figure 1, Appendix A). Phase I of the Project begins at Washington Ave. and
ends at Lincoln Street.
Directions to the Site:
• From Raleigh, North Carolina take 1-40 east for approximately 6.5 miles to US
Highway 70 east.
• Take US 70 east for approximately 68.5 miles to NC Highways 11 and 55.
• Take a left turn and travel northeast on NC 11/55 through Kinston for 2.6 miles to
the intersection with Adkin Branch.
• The project study area is southeast of NC 11/55.
The subject project is an environmental restoration site of the NCDEQ Division of
Mitigation Services (DMS) and is encompassed by a recorded conservation easement,
but is bordered by land under private ownership. Accessing the site may require
traversing areas near or along the easement boundary and therefore access by the
general public is not permitted. Access by authorized personnel of state and federal
agencies or their designees/contractors involved in the development, oversight and
stewardship of the restoration site is permitted within the terms and timeframes of their
defined roles. Any intended site visitation or activity by any person outside of these
previously sanctioned roles and activities requires prior coordination with DMS.
FYZI ' CA Page 16

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 1. Project Components and Mitigation Credits
F)l I ICA Page 17
Mitigation Credits
Stream*
Non -riparian
Riparian Wetland Wetland Riparian Buffer**
Nitrogen Nutrient Offset
Pound Reduction
Buffer Restoration
Type R
R
RE R
RE <50'
0-200'**
Totals
7,533
N/A
N/A N/A
N/A 0
1 1,268,548.00
2,820
NA
Project Components
Project Component -or- Reach ID
Existing
Footage/
Square
Stationing/Location Footage
Approach (PI, Restoration -or-
PII etc.) Restoration Equivalent
Restoration Mitigation
Footage or Square Ratio
Footage
Reach 1
Washington Ave. to Gordon St. 1,680
PII R
1,729 1:1
Reach 2
Gordon St. to Lincoln St. 4,224
PII R
4,214 1:1
Reach 3
UT to Adkin Branch. 1200
PII R
1,590 1:1
Riparian Buffers
<50'
0.200'***
Planted Area R
53,812 0
Planted Area R
1,268,548 1:1
Component Summation
Restoration Level
Stream (inNon-riparianWetlandfeet) Riparian Wetland (acres) Wetland (acres) Buffer (square ft.) Upland (acres)
Riverine Non-Riverine
Restoration
7,533
N/A N/A N/A 1,268,548 N/A
Enhancement
N/A N/A N/A N/A N/A
Enhancement II
N/A
Enhancement II
N/A
Creation
N/A N/A N/A
Preservation
N/A
N/A N/A N/A N/A
High Qudity
Preservation
N/A
N/A N/A N/A N/A
BMP Elements
Element
Location
Purpose/Function 30 yr. Total Nitrogen Reduction (Ibs) Notes
Stormwater Wetland
UT Adkin
Water Quality / Nutrient Uptake N/A -
BMP #4 - Sand Filter
Miller St.
Water Quality / Infiltration 300 -
BMP #5 - Sand Filter
Dover St.
Water Quality / Infiltration 750 -
BMP #6 - Sand Filter
Seacrest St.
Water Quality / Infiltration 1,170 Removed
BMP #7 - Sand Filter
Myrtle Ave.
Water Quality / Infiltration 600
BMP #8 - Sand Filter
Holloway Dr.
Water Quality / Inflhxtion 180 -
BMP #9 - Sand Filter
Shine St.
Water Quality / Infiltration 990 -
* - Stream Buffer Mitigation Credit numbers were adjusted based on proposed 2003 Stream Mitigation Guidelines.
* *Riparian Buffer Mitigation Credit Numbers were adjusted based on the 15A NCAC 02B .0242 Neuse River Basin: Nutrient Sensitive Waters Management
Strategy: Mitigation Program For Protection and Maintenance of Existing Riparian Buffers August 1, 2000.
** *Adkin Branch is a Grandfathered buffer project (The following were removed from credit: areas less than 50 foot; sewer easement; BMP footprint; ditches.)
F)l I ICA Page 17

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 2. Project Activity and Reporting History
Activity or Report
Data Collection
Complete
Completion or
Delivery
Restoration Plan
March 2007
Final Design — Construction Plans
May 2007
Bid Opening
October 2008
Begin Construction
March 2009
Tropical Storm Ida
November 2009
Article 29 declared on original
contractor
January 2010
Surety Contractor Begin
Construction
June 2010
Tropical Storm Repairs Bid Opening
September 2010
Tropical Storm Nicole
October 2010
Begin Tropical Storm Repairs
Construction
December 2010
Construction Complete
April 2011
Baseline Monitoring Document
March 2011
July 2011
Hurricane Irene
August 2011
Year 1 Monitoring
October 2011
November 2011
Year 2 Monitoring
November 2012
January 2013
Year 3 Monitoring
August 2013
November 2013
Hurricane Irene Repairs
September 2013
Year 4 Monitoring
April 2014
February 2015
Year 5 Monitoring
August 2015
December 2015
HP
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 3. Project Contacts Table
FYZ
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ICA Engineering, Inc.
Designer
5121 Kingdom Way, Suite 100
Raleigh, North Carolina 27607
Kevin Williams [phone]
Appalachian Environmental Services
Original Contractor
1165 W. Main St.
Sylva, NC 28779
Mickey B. Henson
Environmental Quality Resources, LLC
Surety Contractor
1405 Benson Court, Suite C
Baltimore, MD 21227
John Talley [phone]
Fluvial Solutions
Repair Contractor
P.O. Box 28749
(2010)
Raleigh, NC 27611
Peter Jelenevsky [phone]
Carolina Environmental Contracting
Repair Contractor
PO Box 1905
(2013)
Mount Airy, NC 27030
Joanne Cheatham [phone]
Bruton Natural Systems (Fluvial Solutions Sub -contractor)
Planting
PO Box 1197
Contractor
Fremont, NC 27830
Charlie Bruton [phone]
Seeding Contractor
See Original Contractor, Surety Contractor, & Repair Contractor above.
1) ArborGen - South Carolina SuperTree Nursery
Nursery Stock
Suppliers
2) Evergreen Partners of Raleigh
3) NC Division of Forest Resources
Monitoring
Performers
ICA Engineering, Inc.
5121 Kingdom Way, Suite 100
Stream Monitoring
Raleigh, North Carolina 27607
Ryan Smith [phone]
Axiom Environmental, Inc.
Vegetation
218 Snow Avenue
Monitoring
Raleigh, North Carolina 27603
Corri Faquin [phone]
FYZ
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 4. Project Attributes Table
ER'CA Page 20
Project Information
Project Name
Adkin Branch Stream Restoration Project
— Phase I
County
Lenoir
Project Area (acres)
36
Project Coordinates
035° 15' 13" N, 77° 33' 36" W (@ Lincoln St.)
Project Watershed Summary Information
Physiographic Province
Coastal Plain
River Basin
Neuse
USGS 8 -digit HUC
3020202 USGS 14 -digit HUC
3020202060030
NCDWQ Subbasin
03-04-05
Project Drainage Area
5.46 sq. mi (at Lincoln St.)
Watershed Land Use
Urban Land 76%
Agricultural Land
13%
Mixed Forest / Disturbed Forest 7%
Evergreen Forest
Reach Summary Information
Parameters
Adkin Branch
Washington Ave. Gordon St. to
to Gordon St. Lincoln St.
UT to Adkin
Length of reach (linear ft)
1727
4270
1582
Valley Classification
VIII
VIII
Drainage Area (acres)
3220 3495
78
NCDWQ stream ID score
39.5
27
NCDWQ Classification
C
C
Pre -Existing Stream Type
G5
B5c
E5
As -built Stream Type
B5c
B5c
C/E5
Underlying mapped soils
Bibb
Kenansville
Drainage Class
Poorly Drained
Well -drained
Soil Hydric Status
Hydric
Non -Hydric
Slope
0.0016 0.0014
1 0.0022
FEMA Classification
AE
Native Vegetation Community
Coastal Plain Levee Forest / Streamside Assemblage
Percent compostion of exotic invasive vegetation 5% 10%
5%
Wetland Summary Information
N/A
Regulatory Considerations
Regulation
Applicable Resolved
Supporting Documentation
Waters of the U.S. —Sections 404 and 401
Yes Yes
Restoration Plan
Endangered Species Act
Yes Yes
Restoration Plan
Historic Preservation Act
Yes Yes
Restoration Plan
CZMA/CAMA
No -
--
FEMA Floodplain ComplianceYes
Yes
Restoration Plan
Essential Fisheries Habitat
No
--
ER'CA Page 20

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Appendix B. Visual Assessment Data
FYZI ' CA Page 21

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 2.0-2.12. Current Condition Plan View
FYZI ' CA Page 22

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CURRENT CONDITIONS PLAN VIEW (CCPV)
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'CA�5121 Kingdom Way,
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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 5.1-5.3. Visual Stream Morphology Stability Assessment
FYZI ' CA Page 36

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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 6. Vegetation Condition Assessment
FYZI ' CA Page 40

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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 3.1-3.26. Vegetation Plot Photos and Problem Areas
Photo 3.1-3.20 taken July 2015
Photo 3.21-3.27 Taken March 7, 2015 (Reach 1)
Photo 3.31-3.32 Taken May 7, 2015 (Reach 3)
Photo 3.33 Taken March 3, 2015 (Reach 2)
3.1 Vegetation Plot 1
3.2 Vegetation Plot 2
3.3 Vegetation Plot 3 3.4 Vegetation Plot 4
HP
icA Page 42

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.5 Vegetation Plot 5
3.6 Vegetation Plot 6
3.7 Vegetation Plot 7
FYZ
' CA Page 43
3.8 Vegetation Plot 8

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.9 Vegetation Plot 9
3.10 Vegetation Plot 10
3.11 Vegetation Plot 11
F37Z 'CA Page 44
3.12 Vegetation Plot 12

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.13 Vegetation Plot 13
3.14 Vegetation Plot 14
3.15 Vegetation Plot 15
FYZ
' CA Page 45
3.16 Vegetation Plot 16

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.17 Vegetation Plot 17
3.18 Vegetation Plot 18
3.19 Vegetation Plot 19
FYZ
'CA Page 46
3.20 Vegetation Plot 20

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.19 Vegetation Plot 21
3.20 Vegetation Plot 22
3.21 Minor erosion near 41+75
3.22 Scour in ditch off Elm Street
near44+50
FYZ
'CA Page 47

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.23 Minor erosion and thin grass
near46+10
3.25 Minor and major erosion near
51+90
3.24 Overflow channel from drainage
ditch off Sycamore Street near 47+30
FYZ
icA Page 48
3.26 Hole near 56+40

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
3.29 Stress structure near 62+10
3.30 Re -vegetating bank near 63+50
3.35 Severe erosion near 78+50
FYZicA Page 49
3.36 Reach 3

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Appendix C. Vegetation Plot Data
FYZI ' CA Page 50

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 7. Vegetation Plot Criteria Attainment
Adkin Branch Restoration Site (DMS Project Number 7)
Vegetation Plot ID
Vegetation Survival Threshold
Met?
Tract Mean
1
Yes
91% Planted Stems and Natural
Recruits
77% Planted Stems
2
Yes
3
Yes
4
Yes
5
Yes
6
Yes
7
No
8
Yes
9
No
10
No*
11
No*
12
Yes
13
Yes
14
Yes
15
Yes
16
No*
17
Yes
18
Yes
19
Yes
20
Yes
21
Yes
22
Yes
*Based on planted stems alone, these plots don't meet success criteria; however, when including naturally recruited stems of
appropriate species such as hickory (Carya sp.) and American elm (Ulmus americana) these plots exceed 260 stems per acre.
FYZ
icA Page 51

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table 8. CVS Vegetation Plot Metadata
Report Prepared By
Corri Faquin
Date Prepared
7/29/2015 10:52
database name
Axiom-EEP-2015-A-v2.3.1.mdb
database location
C:\Axiom\Business\CVS
computer name
CORRI-PC
file size
42328064
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT ------------
Metadata
Description of database file, the report worksheets, and a
summary of project(s) and project data.
Proj, planted
Each project is listed with its PLANTED stems per acre,
for each year. This excludes live stakes.
Proj, total stems
Each project is listed with its TOTAL stems per acre, for
each year. This includes live stakes, all planted stems,
and all natural/volunteer stems.
Plots
List of plots surveyed with location and summary data (live
stems, dead stems, missing, etc.).
Vigor
Frequency distribution of vigor classes for stems for all
plots.
Vigor by Spp
Frequency distribution of vigor classes listed by species.
Damage
List of most frequent damage classes with number of
occurrences and percent of total stems impacted by each.
Damage by Spp
Damage values tallied by type for each species.
Damage by Plot
Damage values tallied by type for each plot.
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each
species for each plot; dead and missing stems are
excluded.
ALL Stems by Plot and spp
A matrix of the count of total living stems of each species
(planted and natural volunteers combined) for each plot;
dead and missing stems are excluded.
PROJECT SUMMARY -------------------------------------
Project Code
7
project Name
Adkin Branch
River Basin
Neuse
length(ft)
7,579
stream -to -edge width (ft)
area (sq m)
5.46
Required Plots (calculated)
22
Sampled Plots
22
HP
icA Page 52

Table 9. Total and Planted Stems by Plot and Species
DMS Project Code 7. Project Name: Adkins Branch
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
PnoLS = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits
Current Plot Data (MY5 2015)
Scientific Name
Common Name
Species Type
Acer rubrum
Catalpa bignonioides
Cornus amomum
Diospyros virginiana
common persimmon
Melia azedarach
Platanus occidentalis
Populus deltoides
eastern cottonwood
Prunus serotina
Quercus falcata
Quercus nigra
Quercus phellos
Quercus rubra
northernrecloak
Sassafras albiclum
Ulmus americana
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
11 11 11 11 11 11 11 11 11 11 1/
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
PnoLS = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits

Table 9. Total and Planted Stems by Plot and Species (continued)
DMS Project Code 7. Project Name: Adkins Branch
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
PnoLS = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits
Current Plot Data (MY5 2015)
Scientific Name
Common Name
Species Type
Acer rubrum
Catalpa bignonioides
Cornus amomum
Diospyros virginiana
commonpersimmon
Melia azedarach
Platanus occidentalis
Populus deltoides
eastern cottonwood
Prunus serotina
Quercus falcata
Quercus nigra
Quercus phellos
Quercus rubra
northern red oak
Sassafras albiclum
Ulmus americana
size (ares)
size (ACRES)
Species count
Stems per ACRE
=Aff.-
am
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
PnoLS = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits

Table 9. Total and Planted Stems by Plot and Species (continued)
DMS Project Code 7. Project Name: Adkins Branch
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
PnoLS = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits
Annual Means
Scientific Name
Common Name
Species Type
MY5 (1951)
MY4 (2014)
MY3 (2013)
MY2 (2012)
MY1 (2011)
MYO (2011)
PnoLS P -all T PnoLS P -all T
PnoLSIP-all T PnoLS P -all T PnoLS P -all T PnoLS P -all T
Abelia
abelia
2
Acer rubrum
red maple
Tree
3
Alnus serrulata
hazel alder
Shrub
14
17
24
14
17
17
14
17
17
14
17
20
15
18
18
1
1
1
Baccharis
baccharis
Shrub
1
Baccharis halimifolia
eastern baccharis
Shrub
2
3
6
1
Betula nigra
river birch
Tree
46
46
47
51
51
51
54
54
54
55
55
64
45
45
45
82
82
82
Carpinus caroliniana
American hornbeam
Tree
20
20
211
18
18
19
15
15
151
12
12
12
14
141
14
48
48
48
Carya
hickory
Tree
15
15
55
14
14
57
19
19
56
18
18
101
18
18
52
30
30
30
Catalpa bignonioides
southern catalpa
Tree
1
Celtis laevigata
sugarberry
Tree
1
1
1
2
2
2
1
1
2
Cephalanthus occidentalis
common buttonbush
Shrub
44
44
44
Cercis canadensis
eastern redbud
Tree
13
13
151
14
14
15
17
17
171
17
17
17
7
7
7
Cornus amomum
silky dogwood
Shrub
10
13
13
26
29
29
32
35
35
38
41
41
51
55
55
70
70
70
Crataegus
hawthorn
Tree
1
Diospyros
diospyros
Tree
1
Diospyros virginiana
common persimmon
Tree
6
6
9
6
6
6
Juniperus virginiana
eastern redcedar
Tree
71
3
2
Liquidambar styraciflua
sweetgum
Tree
144
131
64
95
92
70
Melia azedarach
Chinaberrytree
Exotic
5
1
Mimosa
sensitive plant
Exotic
2
Morus alba
white mulberry
Exotic
1
2
Nyssa
tupelo
Tree
2
2
21
2
2
2
Pinus
pine
Tree
4
Pinus taeda
loblolly pine
Tree
39
20
9
10
10
1
Platanus occidentalis
American sycamore
Tree
1
1
1
1
1
3
7
Populus deltoides
eastern cottonwood
Tree
2
5
Prunus serotina
black cherry
Tree
271
23
231
1
1
18
2
2
181
8
8
8
Pyrus
pear
Tree
4
2
Pyrus calleryana
Callery pear
Exotic
2
5
Quercus
oak
Tree
7
8
8
7
8
8
11
12
12
14
15
151
18
19
19
48
48
48
Quercus falcata
southern red oak
Tree
67
67
76
70
70
70
76
76
76
76
76
76
63
63
63
135
135
135
Quercus nigra
water oak
Tree
19
19
191
18
18
18
9
9
91
9
9
9
9
9
91
7
7
7
Quercus phellos
willow oak
Tree
13
13
36
14
14
28
10
10
21
8
8
16
4
4
36
Quercus rubra
northern red oak
Tree
1
1
1
1
1
6
1
1
1
1
1
1
1
1
1
Robinia
locust
3
1
Robinia pseudoacacia
black locust
Tree
3
3
4
Salix nigra
black willow
Tree
2
11
111
2
11
11
2
11
181
2
11
27
2
11
111
1
22
22
Sassafras albidum
sassafras
Tree
1
4
4
Taxodium distichum
bald cypress
Tree
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Ulmus
elm
Tree
2
2
2
2
2
3
2
2
2
2
2
3
Ulmus alata
winged elm
Tree
1
1
1
Ulmus americana
American elm
Tree
11
11
16
8
8
19
4
4
9
Unknown
Shrub or Tree
11
1
1
11
11
1
21
21
2
21
2
41
41
4
41
4
13
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACREI
2511
267 588
2711
2871
560
2701
2861 453
2701
286 545
2541
2711 475
4791
500 592
22 22
22 22 22 22
0.54 0.54
0.54 0.54 0.54 0.54
191 191 29 191 191 311::17
17 26 161 161 23 151 151 23 131 131 18
461.71 491.11 1082 498.51 527.91 10301496.71
526.11 833.3 496.71 526.11 10031467.21 498.51 873.8 881.11 919.71 1089
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
PnoLS = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits

Page 1 of 5
rt�a
PROGRAM
January 25, 2012
Mr. Peter Jelenevsky
Fluvial Solutions, Inc.
P.O. Box 28749
Raleigh, NC 27611
Re: Vegetation Warranty Site Assessment Findings
Adkin Branch Tropical Storm Repairs
SCO # 05-06561-01B
Mr. Jelenevsky:
As stated in the January 25, 2012 letter from Ed Hajnos, a significant portion the Adkin Branch
project site did not meet the vegetation warranty criteria as stated in contract documents. As per
SCO contract 05-06561-0113, Special Provision Section 6.0, bare roots were to survive at a rate of
80%. Subsequently, Change Order No.1 allowed the addition of eighty-six (86) Ball and Burlap
plantings (at Holloway Park) which are also under the 80% survival rate. The warranty period
began 4/1/2011 and will expire 4/1/2012.
Planted vegetation at the Adkin Branch site was assessed in September 2011 by the project design
firm's subconsultant, Axiom Environmental, Inc. (Axiom). Data collected during the sampling
efforts report significantly higher plant mortality than contractually permissible. Warranty replant
numbers are based on the data collected. Field methodology and data are described below.
September 2011 Vegetation Inspection
Twenty-two (22) CVS vegetation plots were established, each 1,076 sq ft (10m x 10m). All planted
bare roots present within the plot were counted towards the warranty criteria, including those that
were top -dead but were re -sprouting at their base. The spatial location of the 22 CVS plots is shown
on the attached Vegetation Inspection Map.
The Ball and Burlap trees planted along the tributary at Holloway Park were also inspected while
on site for viability.
Results
In Coastal Plain Levee Forest Planting Zones, 680 stems were required to be planted per acre. In
order to satisfy the 80% warranty survival rate, 544 stems per acre are required to survive the
warranty period, which is equivalent to 12 living stems per inspection plot.
C9CDEVIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Page 2 of 5
Of the 22 inspection plots, 15 did not meet the 80% survival warranty. A total of twenty-eight (28)
of the 86 Ball and Burlap trees have died or appear to be in poor health.
Coastal Plain Levee Forest Planting Zone - CVS Inspection plot results
Living bare roots Required Warranty Supplemental planting
Plot and shrubs stems per plot met density/acre needed to
meet warranty
1
70
12
Yes
None
2
12
12
Yes
None
3
18
12
Yes
None
4
15
12
Yes
None
5
15
12
Yes
None
6
9
12
No
131
7
4
12
No
348
8
4
12
No
348
9
1
12
No
479
10
6
12
No
261
11
4
12
No
348
12
5
12
No
305
13
11
12
No
44
14
1
12
No
479
15
20
12
Yes
None
16
3
12
No
392
17
8
12
No
174
18
7
12
No
218
19
11
12
No
44
20
11
12
No
44
21
12
12
Yes
None
22
7
12
No
218
pro' _P.GtGt2� OGf.{� StGi�L AEN
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Page 3 of 5
Coastal Plain Levee Forest Planting Zone - Warranty Inspection plot results
Twenty (20) warranty inspection plots (non-CVS vegetation data) were established by Axiom, each
1,612 sq feet (25m x 6m). All planted bare roots present within the plot were counted towards the
warranty criteria, including those that were top-dead but were re-sprouting at their base. Given
680 stems were planted per acre, 544 per acre were required to survive 1 year, or 20 per plot to
meet the 80% warranty. None of the 20 sample plots met the survival criteria (Vegetation
Inspection Map attached).
Living bare roots Required Warranty Supplemental planting
Plot and shrubs stems per plot met density/acre needed to
meet warranty
1 4 20 No 432
2 9 20 No 297
3 3 20 No 459
4 4 20 No 432
5 14 20 No 162
6 1 20 No 513
7 7 20 No 351
8 2 20 No 486
9 4 20 No 432
10 5 20 No 405
11 7 20 No 351
12 5 20 No 405
13 10 20 No 270
14 9 20 No 297
15 10 20 No 270
16 11 20 No 243
17 10 20 No 270
18 5 20 No 405
19 10 20 No 270
20 4 20 No 432
Supplemental Planting
The table below shows the number of stems needed to be planted in 4 areas. These areas are also
depicted on the Supplemental Planting Map (attached). The planting zone for each is Coastal Plain
Levee Forest (CPLF). The number of stems needed in each area was calculated by multiplying the
average number of stems needed to meet warranty per plot by the acreage of the given area. Areas
1-4 were sectioned off due to similar plant deficiencies or a topographic break and are shown on
the attached Supplemental Planting Map. A total of 11 Ball and Burlap trees also need to be
replanted to meet the warranty.
hectaIg
CJS©ICJf�
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Page 4 of 5
Bare Root - Supplemental Planting
Instructions
• The Supplemental Planting effort needs to be coordinated with EEP so we can arrange to be
on site.
• All replant materials must conform to the original project specification (dormant season
planting, species composition, size, vigor, etc.).
• The Supplemental Planting effort must take place in the dormant season for Lenoir County;
November 15th - March 15th
• ATVs and trucks will be permitted to be used during the replant; however, vehicles are to be
driven in upland areas only where no bare roots, shrubs or Ball and Burlap trees were
planted.
• Dead trees need to be removed from the site.
Although the warranty for this project doesn't expire until April 1, 2012, EEP does not intend to
reassess this site for additional warranty compliance. Plants installed during the warranty replant
will not themselves have a warranty placed on them. Once Fluvial Solutions, Inc. complies with this
replanting, an Article 27 Satisfaction Letter will be awarded.
kv
1'1rotP.ct� oar _t om � EN
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Station (Looking
Average
Total
Downstream)
Planting
Approximate
Area
stems/ac
Acres
plants
Zone
needed
needed
stem spacing
Washington St.
Area 1
to East Gordon
CPLF
226
6.21
1403
Street
13 ft
Area 2
East Gordon St
to STA 65+20
CPLF
333
4.97
1655
11 ft
Area 3
STA 67+65 to
STA 81+20
CPLF
338
6.30
2129
11 ft
Area 4
STA 81+20 to
Lincoln St.
CPLF
344
8.52
2931
11 It
26
8,118
Instructions
• The Supplemental Planting effort needs to be coordinated with EEP so we can arrange to be
on site.
• All replant materials must conform to the original project specification (dormant season
planting, species composition, size, vigor, etc.).
• The Supplemental Planting effort must take place in the dormant season for Lenoir County;
November 15th - March 15th
• ATVs and trucks will be permitted to be used during the replant; however, vehicles are to be
driven in upland areas only where no bare roots, shrubs or Ball and Burlap trees were
planted.
• Dead trees need to be removed from the site.
Although the warranty for this project doesn't expire until April 1, 2012, EEP does not intend to
reassess this site for additional warranty compliance. Plants installed during the warranty replant
will not themselves have a warranty placed on them. Once Fluvial Solutions, Inc. complies with this
replanting, an Article 27 Satisfaction Letter will be awarded.
kv
1'1rotP.ct� oar _t om � EN
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Page 5 of 5
As stated in Ed Hajnos's January 25, 2012 letter, please call me at your earliest convenience with
questions regarding the supplemental planting at Adkin Branch. My contact information can be
found below.
Thank you,
Kristie Corson
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
Eastern Project Manager
Raleigh, NC
Office [phone]
Cell [phone]
[e-mail]
cc: Bobbi D. Pendleton, Attorney In Fact, Western Surety Company
Clyde Carl, SCO Project Monitor
Jeff Jurek, EEP
Jeff Schaffer, EEP
Ed Hajnos, EEP
Lin Xu, EEP Review Coordinator
_stovr,�t�eae e,e ?�r®t�ctc� ott mitat� '����
MCDEVIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table C1. 1 -Gallon Containerized Trees Planted January, 2014
Common Name
Scientific Name
Number
Planted
River birch
Betula nigra
164
Pignut hickory
Carya glabra
180
Green ash
Fraxinus
pennsylvanica
20
Black gum
Nyssa sylvatica
17
Sycamore
Platanus occidentalis
52
Willow oak
Quercus phellos
29
Northern red
oak
Quercus rubra
49
Schumard oak
Quercus schumardii
186
Total
697
Table C2. 3 -Gallon Containerized Trees Planted January, 2014
Common Name
Scientific Name
Number
Planted
River birch
Betula nigra
2
Tulip poplar
Lirodendron tulipifera
22
Black gum
Nyssa sylvatica
39
Water oak
Quercus nigra
80
Willow oak
Quercus phellos
25
Northern red
oak
Quercus rubra
45
Persimmon
Diospyros virginiana
150
Total
363
Table C3. Livestakes Planted January, 2014
Common Name
Scientific Name
Number
Planted
Silky dogwood
Cornus amomum
1500
Black willow
Salix nigra
1500
Total
3000
HP
icA Page 59

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Table C4. Bare Root Species Replanted at Adkin Branch (March 8, 2012)
Common Name
Scientific Name
Number
Planted
Black Cherry
Prunus Seotina
1,000
Ironwood
Carpinus caroliniana
1,000
Mockernut
Hickory
Carya tomentosa
1,000
Riverbirch
Betula nigra
1,118
Slippery Elm
Ulmus rubra
1,000
Southern Red
Oak
Quercus falcate
1,000
Water oak
Quercus nigra
1,000
Winged Elm
Ulmus alata
1,000
Total
8,118
Table C5. Ball and Burlap Species Replanted at Adkin Branch (March 8, 2012)
Common Name
Scientific Name
Number
Planted
Green Ash
Fraxinus
pennsylvanica
3
Riverbirch
Betula nigra
3
Sycamore
Platanus occidentalis
3
Willow Oak
Quercus phellos
2
Total
11
HP
icA Page 60

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Appendix D. Stream Survey Data
FYZI ' CA Page 61

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 4.1-4.17. Cross Section Plots and Photos
FYZI ' CA Page 62

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DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 5.1-5.3. Longitudinal Profile Plots
FYZI ' CA Page 80

34.0
32.0
30.0
a
C
28.0
v
LU
26.0
24.0
22.0
35+00.00
Figure 5.1 Reach 1 (Washington Ave. to Gordon St.) - Longitudinal Profile
Baseline Thalweg - 2/21/11 • Baseline Bankfull - 2/21/11 MY1 Thalweg - 10/20/11 MY1 Bankfull - 10/20/11 —MY2 Thalweg - 10/16/12 MY2 Bankfull - 10/16/12 f MY3 Thalweg - 7/16/13
MY3 - Bankfull - 7/16/13 --*--MY4 - Thalweg - 04/01/14 MY4 - Bankfull 04/01/14 MY5 - Thalweg 03/18/15 MY5 - Bankfull 03/18/15 MY5 - Surface Water 03/18/15
37+00.00
39+00.00
41+00.00
43+00.00
45+00.00 47+00.00
Sta. (ft)
49+00.00
51+00.00
53+00.00
55+00.00

29.0
27.0
25.0
23.0
c
O
41
a, 21.0
W
19.0
17.0
15.0
60+
Figure 5.2 Reach 2 (Gordon St. to Lincoln St.) - Longitudinal Profile
—*--Baseline Thalweg - 2/18/11 • Baseline Bankful - 2/18/11 MY1 Thalweg - 10/25/11 MY1 Bankfull - 10/25/11— MY2 Thalweg - 10/17/12
MY2 Bankfull - 10/17/12 MY3 Thalweg - 8/8/13 MY3 Bankfull - 8/8/13 t MY4 - Thalweg - 04/02/14 MY4 - Bankfull 04/02/14
MY5 Thalweg - 5/7/15 MY5 Bankfull 5/7/15 MY5 Water Surface - 5/7/15
•• vanes removed during
repairs'VIA 2013
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Figure 5.3 Reach 3 (UT to Adkin Branch) - Longitudinal Profile
Baseline Thalweg - 2/22/11
• Baseline Bankfull - 2/22/11
MY1 Thalweg - 10/26/11 MY1 Bankfull - 10/26/11 — MY2 Thalweg - 11/8/12
MY2 Bankfull - 11/8/12 MY3 Thalweg - 8/1/13
MY3 Bankfull - 8/1/13
MY4 - Thalweg - 04/01/14
MY4 - Bankfull 04/01/14 MY5 -Thalweg 03/18/15 MY5 - Bankfull 03/18/15
MY5 - Water Surface 03/18/15
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22+00.00 24+00.00 26+00.00
Sta. (ft)

Table 10.1 Baseline Stream Data Summary
Adkin Branch Stream Restoration Project - Phase I - Contract No. 070708001
Reach 1
Parameter
Existing Condition (Wash
Ave. to Gordon)
Refernce Reach
(Johnson Mill)
Proposed (Wash
Ave. to Gordon)
Reach 1 Baseline (Washington Ave. to Gordon St.)
Dimension and Substrate - Riffle
Mean
Mean
Mean
Min
Mean
Med Max
SD
n
Bankfull Width (ft)
20.90
21.20
22.00
14.84
15.95
14.99 18.03
1.80
3
Floodprone Width (ft)
29.40
34.90
40.00
28.45
42.14
41.72 56.25
13.90
3
Bankfull Mean Depth (ft)
1.95
2.25
1.38
0.92
1.35
1.42 1.70
0.40
3
Bankfull Max Depth (ft)
2.26
2.42
1.65
1.50
2.11
2.07 2.77
0.64
3
Bankfull Cross Sectional Area (ft)
40.90
47.60
30.30
13.78
21.57
25.23 25.69
6.75
3
Width/Depth Ratio
10.70
9.40
16.00
8.73
12.57
12.70 16.29
3.78
3
Entrenchment Ratio
1.40
1.60
1.80
1.90
2.67
2.31 3.79
0.99
3
Bank Height Ratio
-
-
-
1.00
1.00
1.00 1.00
0.00
3
d50 (mm)
Profile
Riffle Length (ft)
-
-
-
13.69
88.32
82.84 173.90
51.83
14
Riffle Slope (ft/ft)
0.0012
0.00001
0.0026
0.0002
0.0016
0.0013 0.0062
0.0016
14
Pool Length (ft)
-
-
-
11.36
24.52
24.15 46.88
8.60
19
Pool Max depth (ft)
3.18
3.56
3.44
2.11
2.99
2.86 4.33
0.72
19
Pool Spacing (ft)
183-231
91.1-130.0
88-132
22.73
95.81
94.46 180.40
41.64
18
Pattern
Channel Beltwidth (ft)
30-50
50-1500
44-176
Radius of Curvature (ft)
150-320
43-235
66-110
Rc: Bankfull Width (ft/ft)
7.2-15.3
2.0-11.1
3.0-5.0
Meander Wavelength (ft)
175-400
250-400
264-418
Meander Width Ratio
Substrate, bed and transport parameters
1.43-2.39
2.4-70.9
2.0-8.0
Ri%/ P%
-
-
-
73%/27%
SC%/ Sa%/ G%/ C%/ B%/ Be%
d16 / d35 / d50 / d84 / d95/ di'/ di" (mm)
Reach Shear Stress (competency) Ib/ft2
N/A
N/A
N/A
Max part size (mm) mobilized at bankfull
-
-
-
Unit Stream Power (transport capacity) lbs/ft.s
0.075
0.197
0.220
0.325
Additional Reach Parameters
Drainage Area (SM)
4.60
13.50
5.03
Impervious cover estimate (%)
-
-
-
Rosgen Classification
G5
65c
135c
B5c
Bankfull Velocity (fps)
1.20
1.70
1.70
1.95
Bankfull Discharge (cfs)
50.00
80.90
50.00
-
Valley length (ft)
-
-
1685
1685
Channel Thalweg length (ft)
-
-
1750
1727
Sinuosity (ft)
1.04
1.10
1.04
1.03
Water Surface Slope (Channel) (ft/ft)
0.0005
0.0010
0.0016
0.00166
BF slope (ft/ft)
-
-
0.00240
Bankfull Floodplain Area (acres)
MOW_
Proportion over wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI VL%/ L%/ M%/ H%/ VH%/ E%
Channel Stability or Habitat Metric
Biological or Other
It should be noted that As-built conditions were completed at the end of construction. Many storm events had occurred between beginning of construction and end of
construction that naturally modified constructed parameters.
Page 90

Table 10.2 Baseline Stream Data Summary
Adkin Branch Stream Restoration Project - Phase I - Contract No. 070708001
Reach 2
Parameter
Existing Condition
(Gordon to Lincoln)
Refernce Reach
(Johnson Mill)
Proposed (Gordon
to Lincoln)
Reach 2 Baseline (Gordon St. to Lincoln St.)
Dimension and Substrate - Riffle
Mean
Mean
Mean
Min
Mean
Med Max
SD
n
Bankfull Width (ft)
23.60
21.20
22.00
16.23
16.98
16.81 17.91
0.85
3
Floodprone Width (ft)
45.00
34.90
40.00
48.33
52.40
51.29 57.58
4.72
3
Bankfull Mean Depth (ft)
1.83
2.25
1.47
1.46
1.66
1.64 1.88
0.21
3
Bankfull Max Depth (ft)
2.98
2.42
1.76
2.21
2.38
2.26 2.68
0.26
3
Bankfull Cross Sectional Area (ft)
43.30
47.60
32.30
23.68
28.32
27.58 33.70
5.05
3
Width/Depth Ratio
12.90
9.40
15.00
9.53
10.30
10.25 11.12
0.80
3
Entrenchment Ratio
1.90
1.60
1.80
2.99
3.09
3.05 3.22
0.12
3
Bank Height Ratio
-
-
-
1.00
1.00
1.00 1.00
0.00
3
d50 (mm)
19
Profile
Riffle Length (ft)
-
-
-
27.43
62.71 1
62.38 1 93.27
19.56
10
Riffle Slope (ft/ft)
0.0024
0.00001
0.0031
0.0002
0.0013
0.0010 0.0039
0.0013
10
Pool Length (ft)
-
-
-
14.20
56.38
56.82 113.64
27.38
39
Pool Max depth (ft)
4.14
3.56
3.67
2.74
4.23
4.22 6.48
0.76
39
Pool Spacing (ft)
59.62 - 117.86
91.1-130.0
88.0-132.0
17.05
73.45
69.60 1 164.78
32.96
38
Pattern
Channel Beltwidth (ft)
75-120
50-1500
44.0-176.0
Radius of Curvature (ft)
40-146
43-235
66.0-110.0
Rc: Bankfull Width (ft/ft)
1.7-6.2
2.0-11.1
3.0-5.0
Meander Wavelength (ft)
224-260
250-400
264.0 - 418.0
Meander Width Ratio
Substrate, bed and transport parameters
3.18-5.08
2.4-70.9
2.0-8.0
mmmmm
Ri%/ P%
29%/ 71%
SC%/Sa%/G%/C%/B%/Be%
-
-
d16 / d35 / d50 / d84 / d95/ di°/ di'P (mm)
-
MN/A
Reach Shear Stress (competency) Ib/ftZN/A
N/A
Max part size (mm) mobilized at bankfull
-
-
Unit Stream Power (transport capacity) lbs/ft.s
Additional Reach Parameters
Drainage Area ISM)
Impervious cover estimate (%)
0.106
5.30
-
0.197
13.50
-
0.230
5.50
-
0.321
Rosgen Classification
B5
85c
65c
65c
Bankfull Velocity (fps)
1.30
1.70
1.80
1.99
Bankfull Discharge (cfs)
55.00
80.90
55.00
Valley length (ft)
-
-
4106
4106
Channel Thalweg length (ft)
-
-
4246
4270
Sinuosity (ft)
1.12
1.10
1.03
1.04
Water Surface Slope (Channel) (ft/ft)
0.0007
0.0010
0.0014
0.0016
BF slope (ft/ft)
-
-
-
0.0018
Bankfull Floodplain Area (acres)
Proportion over wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI VL%/ L%/ M%/ H%/ VH%/ E%
Channel Stability or Habitat Metric
Biological or Other,
-
It should be noted that As -built conditions were completed at the end of construction. Many storm events had occurred between beginning of construction and end of construction
that naturally modified constructed parameters.
* Reach 2 is a predominately pool system due to need to drop grade at the lower end of the project.
Page 91

Table 10.3 Baseline Stream Data Summary
Adkin Branch Stream Restoration Project - Phase I - Contract No. 070708001
Reach 3
Parameter
Existing Condition (UT to Refernce Reach (UT to
Adkin Branch) Wildcat Branch)
Proposed (UT to
Adkin Branch)
Reach 3 Baseline (UT to Adkin Branch)
Dimension and Substrate - Riffle
Mean
Mean
Mean
Min
Mean
Med Max
SD
n
Bankfull Width (ft)
3.60
7.70
6.00
6.06
7.27
7.69 8.06
1.06
3
Floodprone Width (ft)
8.30
130.00
15.00
23.07
27.62
25.11 34.69
6.20
3
Bankfull Mean Depth (ft)
0.47
1.03
0.55
0.35
0.42
0.40 0.50
0.08
3
Bankfull Max Depth (ft)
3.40
1.56
0.85
0.72
0.81
0.82 0.90
0.09
3
Bankfull Cross Sectional Area (ft)
1.70
7.90
3.30
2.43
3.04
2.68 4.00
0.84
3
Width/Depth Ratio
7.60
7.50
11.00
15.15
1 17.75
16.12 1 21.97
3.69
3
Entrenchment Ratio
2.30
16.90
2.50
2.86
3.95
3.26 5.72
1.55
3
Bank Height Ratio
-
-
-
1.00
1.00
1.00 1.00
0.00
3
d50 (mm)
Profile
Riffle Length (ft)
-
-
-
9.59
34.33
26.34 165.84
30.38
28
Riffle Slope (ft/ft)
0.0002
0.0021
0.0032
0.0012
0.0051
0.0044 0.0121
0.0031
28
Pool Length (ft)
-
-
-
4.26
21.38
23.26 52.81
12.04
32
Pool Max depth (ft)
1.45
1.90
1.36
0.64
1.59
1.32 2.95
0.70
32
Pool Spacing (ft)
21.63
14.0 -16.6
12.0 - 36.0
13.49
42.26
37.22 93.07
20.82
30
Pattern
Channel Beltwidth (ft)
50.00
13.8-19.4
12.0-36.0
Radius of Curvature (ft)
93-105
10.9-15.3
12.0-18.0
Rc: Bankfull Width (ft/ft)
26.0-29.3
1.4-2.0
2.0-3.0
Meander Wavelength (ft)
212-517
22.5-29.0
18.0-48.0
Meander Width Ratio
Substrate, bed and transport parameters
13.97
1.8-2.5
2.0-6.0
Ri%/P%
-
58%/42%
SC%/ Sa%/ G%/ C%/ B%/ Be%
d16 / d35 / d50 / d84 / d95/ dip/ di�P (mm)
-
Reach Shear Stress (competency) lb/ft'
N/A
N/A
N/A
Max part size (mm) mobilized at bankfull
-
-
-
Unit Stream Power (transport capacity) lbs/ft.s
0.007
0.140
0.080
0.083
Additional Reach Parameters
Drainage Area (SM)
0.12
0.44
0.12
Impervious cover estimate (%)
-
-
-
Rosgen Classification
E5
E5
E5
E5
Bankfull Velocity (fps)
2.10
1.20
1.10
1.44
Bankfull Discharge (cfs)
3.50
9.20
3.50
Valley length (ft)
1200
-
1200
1200
Channel Thalweg length (ft)
1200
-
1615
1582
Sinuosity (ft)
1.00
1.15
1.35
1.32
Water Surface Slope (Channel) (ft/ft)
0.0001
0.0024
0.0022
0.0028
BF slope (ft/ft)
-
-
-
0.0030
Bankfull Floodplain Area (acres)
Proportion over wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI VL%/ L%/ M%/ H%/ VH%/ E%
Channel Stability or Habitat Metric
Biological or Other
It should be noted that As -built conditions were completed at the end of construction. Many storm events had occurred between beginning of construction and end of construction
that naturally modified constructed parameters.
Page 92

Table 11. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross Section)
Adkin Branch Stream Restoration Project - Phase I
Contract No. 070708001
Cross Section 1 (Riffle)
Cross Section 2 (Pool)
Cross Section 3 (Riffle)
Cross Section 4 (Pool)
Cross Section 5 (Riffle)
Dimension and substrate
Base
MYl
MY2
MY3
MY4
MY5
I MY+
Base
MY1
MY2
MY3
MY4
MY5
MY+ Base
MY1
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4 3
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5 MY+
Bankfull Width (11)
14.84
12.00
12.55
12.16
16.15
14.53
24.28
18.49
17.14
12.97
16.36
19.38
18.03
19.72
17.07
17.39
16.91
15.87
17.42
16.08
15.95
16.96
19.55
16.76
14.99
16.25
10.88 15.84
16.69
10.13
Floodprone Width (11)
56.25
44.63
50.14
48.69
61.83
60.95
72.20
71.85
75.65
70.24
69.73
78.27
41.72
52.82
52.88
58.89
53.30
55.18
39.81
42.63
69.79
63.88
68.85
62.12
28.45
49.93
31.85 49.42
55.18
38.02
Bankfull Mean Depth (ft)
1.70
1.85
2.29
2.34
2.10
2.49
1.97
2.57
2.98
3.36
2.62
2.87
1.42
1.61
1.66
1.92
1.96
2.12
1.46
1.59
2.76
2.65
2.31
2.49
0.92
1.16
1.29
1.84
1.96
2.43
Bankfull Max Depth (ft)
2.77
2.47
2.70
2.69
3.18
3.16
3.33
3.89
4.14
4.75
3.43
3.93
2.07
2.76
2.74
3.47
2.71
2.80
2.05
2.17
3.61
3.47
3.36
3.02
1.50
2.55
1.98
2.45
2.60
3.30
Bankfull Cross Sectional Area (ft')
25.23
22.20
28.71
28.51
33.99
36.17
47.75
47.44
51.08
43.63
42.89
55.71
25.69
31.85
28.32
33.39
33.19
33.67
25.48
25.55
44.04
44.92
45.20
41.70
13.78
18.80
14.06 29.10 1
32.73
24.59
Bankfull Width/Depth Ratio
8.73
6.49
5.48
5.19
7.68
5.83
12.32
7.19
5.75
3.86
6.24
6.74
12.70
12.25
10.28
9.05
8.63
7.4811.93
10.11
5.78
6.41
8.46
6.74
16.29
14.01
8.43
8.62
8.52
4.17
Bankfull Entrenchment Ratio
3.79
3.72
4.00
4.00
3.83
4.20
2.97
3.89
4.41
5.42
4.26
4.04
2.31
2.68
3.10
3.39
3.15
3.48
2.29
2.65
4.38
3.77
3.52
3.71
1.90
3.07
2.93
3.12
3.31
3.75
Bankfull Bank Height Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Ed 1.00
1.00
1.00
1 1.00
1.00
1.00
Cross Section 6 (Pool)
Cross Section 7 (Riffle)
Cross Section 8 (Pool)
Cross Section 9 (Riffle)
Cross Section 10 (Riffle)
Dimension and substrate
Base
MYl
MY2
MY3
MY4
MY5
MY+
Base
MY1
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5 MY+
Bankfull Width (ft)
15.10
18.04
21.48
22.51
26.65
31.06
17.91
16.15
21.82
18.51
18.23
18.67
16.57
15.76
15.61
15.37
17.07
19.59
16.81
15.69
17.96
16.71
22.80
26.21
16.23
17.72
16.32 16.82
21.10
22.14
Floodprone Width (ft)
57.39
57.49
56.48
55.53
56.75
58.36
57.58
64.23
64.27
62.94
64.15
64.02
50.57
50.57
50.41
49.37
49.90
50.62
51.29
56.70
56.68
47.17
56.89
56.74
48.33
51.64
55.58 54.89
62.91
62.41
Bankfull Mean Depth (ft)
2.94
3.16
4.21
3.09
4.17
3.87
1.88
2.85
2.81
2.50
3.48
3.77
1.93
2.76
3.49
3.23
3.29
3.33
1.64
2.01
2.23
2.07
3.67
3.75
1.46
1.61
2.35
2.27
3.43
3.53
Bankfull Max Depth (ft)
4.39
4.85
6.14
5.24
6.57
6.55
2.68
4.26
3.87
3.53
4.19
4.77
3.51
4.89
5.18
4.39
4.54
5.13
2.21
2.84
3.07
2.53
4.85
5.62
2.26
2.60
3.08
2.95
4.20
4.65
Bankfull Cross Sectional Area (ft)
44.41
57.01
90.46
69.65
110.35
120.21
33.70
45.98
61.35
46.34
63.44
70.40
31.92
43.57
54.47
49.60
56.13
65.23
27.58
31.55
40.05
34.51
83.63
98.25
23.68
28.48
38.34 38.18
72.29
78.13
Bankfull Width/Depth Ratio
5.14
5.71
5.10
7.28
6.35
8.03
9.53
5.67
7.77
7.39
5.24
4.95
8.59
5.71
4.47
4.76
5.19
5.88
10.25
7.81
8.05
8.09
6.21
6.99
11.12
11.01
6.94
7.41
21.24
6.27
Bankfull Entrenchment Ratio
3.80
3.19
2.63
2.47
2.14
1.88
3.22
3.98
2.95
3.40
3.52
3.43
3.05
3.21
3.23
3.21
2.92
2.58
3.05
3.61
3.16
2.82
2.49
2.17
2.99
2.91
3.41
3.26
2.98
2.82
Bankfull Bank Height Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Cross Section 11 (Pool)
Cross Section 12 (Pool)
Cross Section 13 (Pool)
Cross Section 14 (Riffle)
Cross Section 15 (Riffle)
Dimension and substrate
Base
MYl
MY2
MY3
MY4
MY5
MY+
Base
MYl
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5
MY+ Base
MYl
MY2
MY3
MY4
MY5 MY+
Bankfull Width (ft)
16.31
17.99
14.96
17.00
24.69
22.09
23.66
17.42
22.13
21.52
22.29
21.39
5.89
5.97
3.55
7.70
3.55
3.55
7.69
7.63
5.82
5.81
7.04
6.60
6.06
N/A
N/A
N/A
N/A
N/A
Floodprone Width (ft)
72.56
73.06
72.92
71.92
72.15
73.60
82.52
82.77
82.69
81.98
80.44
82.39
24.44
24.40
24.23
23.79
24.62
24.60
25.11
25.05
24.83
25.67
24.06
24.74
34.69
N/A
N/A
N/A
N/A
N/A
Bankfull Mean Depth (ft)
3.19
3.51
2.94
1.82
3.74
2.98
2.72
3.87
2.92
3.27
3.81
4.57
0.31
0.35
0.19
0.11
0.20
0.20
0.35
0.34
0.31
0.33
0.31
0.34
0.40
N/A
N/A
N/A
N/A
N/A
Bankfull Max Depth (ft)
4.71
5.43
4.09
4.25
6.07
4.86
4.68
4.74
4.29
4.65
5.38
6.54
0.71
0.67
0.32
0.21
0.40
0.40
0.72
0.67
0.58
0.61
0.60
0.62
0.90
N/A
N/A
N/A
N/A
N/A
Bankfull Cross Sectional Area (ft)
52.00
63.18
44.06
70.35
92.44
65.92
64.42
67.38
64.51
70.35
85.00
97.70
1.81
2.09
0.68
0.87
0.70
0.70
2.68
2.60
1.80
1.91
2.15
2.23
2.43
N/A
N/A
N/A
N/A
N/A
Bankfall Width/Depth Ratio
5.11
5.13
5.09
6.58
6.60
7.40
8.70
4.50
7.58
6.58
5.85
4.68
19.00
17.06
18.68
68.19
17.75
18.00
21.97
22.44
18.77
17.64
22.71
19.53
15.15
N/A
N/A
N/A
N/A
N/A
Bankfull Entrenchment Ratio
4.45
4.06
4.87
3.81
2.92
3.33
3.49
4.75
3.74
3.81
3.61
3.85
4.15
4.09
6.82
3.09
6.93
6.91
3.26
3.28
4.27
4.42
3.42
3.75
5.72
N/A
N/A
N/A
N/A
N/A
Bankfull Bank Height Ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
N/A
N/A
N/A
N/A
N/A
Dimension and substrate
Bankfull Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross Sectional Area (ft)
Bankfull Width/Depth Ratio
Bankfull Entrenchment Ratio
Bankfull Bank Height Ratio
Base
11.59
30.42
0.46
1.11
5.34
25.20
2.62
1.0
MYl
9.14
30.40
0.43
0.96
3.91
21.26
3.33
1.0
Cross Section 16 (Pool)
MY2 MY3 MY4
9.32 11.65 7.13
30.23 30.40 23.63
0.46 0.40 0.31
1.00 0.99 0.79
4.25 4.70 2.22
20.26 28.86 23.00
3.24 2.61 3.31
1.0 1.0 1.0
MY5
7.50
31.00
0.44
1.05
3.29
17.09
4.14
1.0
MY+
Base
8.06
23.07
0.50
0.82
4.00
16.12
2.86
1.0
MYl
7.82
25.58
0.48
0.94
3.76
16.29
3.27
1.0
Cross Section 17 (Riffle)
MY2 MY3 MY4
8.93 6.55 8.20
27.18 19.41 21.05
0.46 0.35 0.49
0.94 0.74 0.88
4.14 2.29 4.02
19.41 18.71 16.73
3.04 2.96 2.57
1.0 1.0 1.0
MY5
8.37
25.52
0.44
0.80
3.65
19.19
3.05
1.0
MY''
MMI
NOTE:
Reach 1 - Washington Ave. to Gordon St. - Cross -Sections 1 through 5
Reach 2 - Gordon St. to Lincoln St. - Cross -Sections 6 - 12
Reach 3 - UT to Adldn Branch - Cross -Sections 13-17
Cross-section 15: Not able to survey due to fallen tree across cross-section
1 = Based on current bankfull elevation, determined by field indicators of bankfull.
2 = Re -set bankfull elevation to be more consistent with previous and existing years' bankfull calls.
3 = Corrected typo (Bankfull Cross Sectional Area from 25.20 to 45.20).

Table 12.1 Monitoring Data - Stream Reach Data Summary
Adkin Branch Stream Restoration Project - Phase I - Contract No. 070708001
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Table 12.2 Momitormg Data - Stream Reach Data Summary
MIRA
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Table 12.3 Monitoring Data
Adkin Branch Stream Restoration Proj ect - Phase I - Contract No. 070708001
Reach 3 (UT to AdId. Branch)
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DMS IMS No. 7
Adkin Branch Stream Restoration Project - Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Appendix E. Hydrologic Data
Table 13. Verification of Bankfull Events
F37Z
icA Page 91
Crest Gauge Info
Gauge
Bankfull
Height
Gauge
Crest
above
Reading
Elevation
Elevation
Elevation
Bankfull
Date
Site
Sta.
(ft)
(ft)
(ft)
(ft)
(ft)
Photo
UT Adkin Sta.
10/26/2011
3
22+65 LT
1.96
25.51
27.47
26.07
1.40
6.1
Adkin Branch
10/26/2011
1
Sta. 54+00 LT
2.8
25.27
28.07
27.03
1.04
6.2
Adkin Branch
6.3 &
11/8/2012
1
Sta. 54+00 LT
4.0
25.27
29.27
27.03
2.24
6.4
6.5 &
7/9/2013
--
Site
--
--
--
--
--
6.6
Adkin Branch
4/1/2014
1
Sta. 54+00 LT
4.00
25.27
29.27
27.03
2.24
6.7
4/1/2014
Adkin Branch
2
Sta. 75+25 RT
1.14
23.60
24.74
24.43
0.31
6.8
4/1/2014
UT Adkin Sta.
3
22+65 LT
1.52
25.51
27.03
26.07
0.96
6.9
4/1/2014
UT Adkin Sta.
4
18+80 LT
1.97
29.47
31.44
30.16
1.28
6.10
Adkin Branch
5/7/2015
2
Sta. 75+25 RT
2.75
23.60
26.35
24.43
1.92
6.12
UT Adkin Sta.
3/11/2015
3
22+65 LT
1.50
25.51
27.01
26.07
0.94
6.13
UT Adkin Sta.
3/11/2015
4
18+80 LT
1.71
L 29.47
31.18
30.16
1.02
6.14
F37Z
icA Page 91

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 6.1 & 6.2 2011 Crest Gauge Photos
Figures 6.3 & 6.4 November 2012 Crest Gauge Photos
FYZ
'CA Page 92

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 6.5 & 6.6 July 2013 Crest Gauge Photos
Figures 6.7 & 6.8 April 2014 Crest Gauge Photos
Figures 7.9 - 6.10 April 2014 Crest Gauge Photos
F37Z
icA Page 93
V
�
F
Y;
Figures 7.9 - 6.10 April 2014 Crest Gauge Photos
F37Z
icA Page 93
V
Figures 7.9 - 6.10 April 2014 Crest Gauge Photos
F37Z
icA Page 93

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Figures 8.11 - 6.12 2014 & 2015 Crest Gauge Photos
Figures 9.13 - 6.14 2015 Crest Gauge Photos
FYZ
'CA Page 94

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Appendix F. Credit Calculation Figures
Figure 7.1 — 7.5, Credit Calculation Figures
FYZI ' CA Page 95

I
Lit
O�
Z\
\�L
BEGIN REACH 1
1 STA 35 + 96.55
1
N
w
0
SYCAMORE RD
EASEMENT BOUNDARY
AS -BUILT TOP OF BANK
PEDESTRIAN BRIDGE
SEWER EASEMENT
VEGETATION PLOT
<50' (NO CREDIT)
50'-200'
(1:1 GRANDFATHER)
5121 Kingdom Way,
Suite 100
Raleigh, NC 27607
Engineering NC License No F-0258
J1P% .)0TLJ.V7
50 0 100
SCALE

BEGIN REACH
STA 54 + 03.24
BMP #4
\ ST\ \
I FGFND
—E EASEMENT BOUNDARY
AS—BUILT TOP OF BANK
SEWER EASEMENT
' 5121 Kingdom Way,
Suite 100
Raleigh, NC 27607
Engineering NC License No F-0258

19%. Aar 5121 Kingdom Way,
Suite 100
Raleigh, NC 27607
ring NC License No: F-0258
u vE=vE=i/Aiivry rwi
<50' (NO CREDIT)
50'-200'
(1:1 GRANDFATHER)
5(- 0 100
SCALE
AMIN BRANCH
)IT CALCULATION FIGURES
SCO#: 050656101 COUNTY: LENOIR
FIGURE 7.3
DATE:12/01/2015

5121 Kingdom Way,
I
CM Suite
100
I I Raleigh, NCC
27607
Engineering NC License No: F-0258
�I
N
W
U_
W
W
I /
I
/cs)
f'
=SWAY OR
�X /
BMP #8
ti�`sT F- END UT TO ADKIN BRANCH BMP #9 I pl
LEGEND Ln z STA 60+68.85 '" I I
/ m — 50 0 100
E EASEMENT BOUNDARY , 6X Z i ,-E E� END REACH 3 JI
c1�
HI
AS—BUILT TOP OF BANK 00 m STA 96+41.06 SCALE
SEWER EASEMENT u0H N I
I IzI�
LU = cl
N I
DI
Q Iw
50'-200' I I
ADKIN BRANCH
CREDIT CALCULATION FIGURES
VEGETATION PLOT n
sco#: 050656101 COUNTY:
<50' (NO CREDIT)
FIGURE 7.4
DATE:
(1:1 GRANDFATHER) 12/01/2015

J
5121 Kingdom Way,
Suite 100
Raleigh, NC 27607
Engineering NC License No F-0258
\ 5 \ AS—BUILI IUP Ur BANK
\ r2 SEWER EASEMENT
\ VEGETATION PLOT
\ <50' (NO CREDIT)
50'-200'
\ (1:1 GRANDFATHER)
50 0 100
SCALE
ADKIN BRANCH
CREDIT CALCULATION FIGURES
'co": 050656101 cou4TY: LENOIR
FIGURE 7.5
DATE 12/01/2015

DMS IMS No. 7
Adkin Branch Stream Restoration Project — Phase I
Lenoir County, North Carolina
YEAR FIVE MONITORING REPORT
December 2015
Appendix G. Final Record Drawings
FYZI ' CA Page 101

�5
a
V
U
C
q
o •
II r •
j lrl
ccII Q
ORIGINAL CONTRACTOR
Appalachian Environmental Services
1165 W. Main Street
Slyva, NC 28779
ADKIN BRANCH
l��C ADKIN BRANCH 1 13
STREAM RESTORATION RECORD DRAWINGS
RECORD DRA WI11 SGS This recond drawing has been prepared in part,
based un information furnished by others.
`����� '�• r' �.,. ��%. While this information is believed to be reliable,
LOCATION: KINSTON (LENOIR COUNTY), NORTH CARO Engineer cannot assure its acwracy, and
LAT. 35'15'42.5" N LONG. 77"33'55.6" W = • a u A L bus is not responsible for the accuracy of this
^ n G scord drawing or for any errors or omissions
��'• tf tiwhich may have been incorporated into it as a
• `r�', r, 'w `, �.�. ��resuf. Those relying on this record document are
advised to obtain independent verfiiaition of its
BEGIN UT TO JJ/. ; , accuracy before applying for any purpose.
ADKIN BRANCH
'44 -1� f I ��
T�iy f� � `Y I ,,Qh w�
END UT TO
ADKIN BRANCH
EMD ADKIN BRANCH
�r
r
i
a
�•r~ ��� ^�I " Qy'� ter'.^✓✓ii. ' -- �� ��- r `^�\���y� , ,} � ! f � � � � f ,✓
ffjL
4
`\
111 r ► .r �_ dry lJ.--.
SURETY CONTRACTOR REPAIR CONTRACTOR HURRICANE REPAIR=./�i'`J
CONTRACTOR
Environmental Quality Resources, LLC Fluvial Solutions, Inc. Carolina Environmental
1405 Benson Court, Suite C PO Box 28749 Contracting, INC.
Arbutus, MD 21227 Raleigh, NC 27611 PO BOX 1905
{443} 304-3310 {919} 8214300 Mount Airy, NC 27030 ,
(336} 320844
ADKIN LIT TO Prapvred In t!m Office d:
GRAPHIC SCALES PROJECT LEWIN BRANCH ADKIN BRANCH
INDEX OF SHEETS W5.121 Kingdom Way,
EXISTING STREAM LENGTH = 8,392 FT 1,200 FT Suite 100
TITLE SHEET ..............................1 CONSTRUCTED STREAM LENGTH = 5,922 FT 1,582 FT . aleigh, NC 27607
Englneenng NC Liman No: F-0260
25 o 25 5o PLAN SHEETS ...........................2 — 13 r.- - OWNER CONTACT.• mea F6mnce 1k Hmauson. Lac.
PLANS KRISTIE CORSONR. WILLWA
� ^ E" PROJECT MANdGER PROJECT ENGINEER
DISTURBED AREA = 49.86 Ac. Ecosystem
LIN xu RYAN V. SMITH
REVIEW COORDIXA7nR PROJECT DE MMKR
�Rawew�r
-
L
I
op
fl
17
i
END UT TO
ADKIN BRANCH
EMD ADKIN BRANCH
�r
r
i
a
�•r~ ��� ^�I " Qy'� ter'.^✓✓ii. ' -- �� ��- r `^�\���y� , ,} � ! f � � � � f ,✓
ffjL
4
`\
111 r ► .r �_ dry lJ.--.
SURETY CONTRACTOR REPAIR CONTRACTOR HURRICANE REPAIR=./�i'`J
CONTRACTOR
Environmental Quality Resources, LLC Fluvial Solutions, Inc. Carolina Environmental
1405 Benson Court, Suite C PO Box 28749 Contracting, INC.
Arbutus, MD 21227 Raleigh, NC 27611 PO BOX 1905
{443} 304-3310 {919} 8214300 Mount Airy, NC 27030 ,
(336} 320844
ADKIN LIT TO Prapvred In t!m Office d:
GRAPHIC SCALES PROJECT LEWIN BRANCH ADKIN BRANCH
INDEX OF SHEETS W5.121 Kingdom Way,
EXISTING STREAM LENGTH = 8,392 FT 1,200 FT Suite 100
TITLE SHEET ..............................1 CONSTRUCTED STREAM LENGTH = 5,922 FT 1,582 FT . aleigh, NC 27607
Englneenng NC Liman No: F-0260
25 o 25 5o PLAN SHEETS ...........................2 — 13 r.- - OWNER CONTACT.• mea F6mnce 1k Hmauson. Lac.
PLANS KRISTIE CORSONR. WILLWA
� ^ E" PROJECT MANdGER PROJECT ENGINEER
DISTURBED AREA = 49.86 Ac. Ecosystem
LIN xu RYAN V. SMITH
REVIEW COORDIXA7nR PROJECT DE MMKR
�Rawew�r

mxwcf RSEfeIQ 10• �+ar No.
'- 5121 Kingdom Way, A41�1 RIAMI01 3
BALL �IELo ,,ADKIN BRANCH RECORD DRAWINGS ~ _ �� !y Atic�N mss' , p GS
/� /• f jj -�/ ,• . . PEUn aHu�)� This nwd&-*I wbw�P i�pQl,
bdoW to be
®raw6k.
des a dex ma IN lr ---r of Nm
mmrd dmwim w Iu sq 61m w mi 4 a
N" may hm bot kowdW
x ca
L T i 3a., rr ! H +? `/// d b � 64wvmmrd w* 'md- of ns
` _J— Jr T 4; % ► �/� smaoq,
Lu X hr am "PON.
x r iv __x�G 25 0 50
X ti - J`_�- M !r yQ3 �r•h SCALE
___ !
W f ~ �___--IIX— 5�__ —�\\ 72'CO IC i�r8NOT'CHLO - -�
/ /-- i I I — ISBKAPT `1 r /�
PIPE E�INSTALLE 'BY THE, IT/Y/ xi X _-- -- -._- ----
,' OF KINSTON THIN Ea�EfulkNT-
X TO BE REMf�VEl BY /THE/ CITY. r I t ``7 ``-I i t r ! r SYCAMORE STREET
c _ 1
N
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BUIL INGS
LEGEND
X —
LWTS OF
DISnIRdAN[E
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EASEhBT LINE
---------
THALWEG
IIANKFULL
-- --
TOE OF SLOPE
—0—
FENCE UNE
ROOiWAD
LOG VANE
LOG slit
ti,,...
IMPERVIOUS
CHANNEL PLUG
cC*ffgALT 2009
INFORMAL REPAIRS
2010-2011
ORIGINAL HURRICANE
REPAIRS 2013
HURRICANE REPAIR
C0t4
TRLICMREVIS3
EXISTING
' ------ ,'- YARD INIEI
9E---
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—X—
umrrs Or
LIST MLQ4CE
COMMEASEMENT LINE
---------
THALWEG
RMKFULL
-------
TOE OF SLOPE
LOG CROSS
YAPOi
LOG VANE
LOG SILL
IMPERVIOus
CHANNEL PLUG
OWMNAL
CONTRACT 2009
INTOMML REPAIRS
2910-1011
OWApAAL NURRWANE
REPAIRS 2017
HURRJV-WE 1EPAJR
REVISION 2017 -
jRff5121=W.Y,1 ADSH U:A � 5DKIN BRANCH RECORD DRAWINGS Ra,d*NC27607 IMCOR* DRAWINGS
N��.� Pte..E11& amd drarr iE W P^ in �,
U
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ADKIN BRANCH RECORD DRAWINGS W lg;AW51 Su1Fe100 Aom+ mo121 Kingdom Wy, ,5��Na�le> tNuo- �s7 RECORD DRAWINGS
lR�1�119 Thi MW drm+ig Ire 6w� P by : pod,
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/ + \ ! ch ms ., w
which
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1 I y - 2 / l T__ \ ♦ \ / _ — W X < adi6aa a h> , ibefore 'hd�Pr off 4 P ar i
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X
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DISTUASANCE
CONSERVATION
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---------
THALWEG
RANKrUILL
-- --
Tog OF SLOPE
ROOTWAD
LOG VANE
LOG SILL
®
SOIL LIFT
OMP6FYFOUS
CHANNEL PLUG
ORIGINAL
CONTRACT 2009
INFORMAL REPAIRS
2010-9011
ORIGINAL HURRICANE
REPAIRS 2013
HURRICAW REPAIR
CONSTEUCTION
REYLSION 2013
X X ,,,� \♦ \� _ ' � _ E'er �\ �� t� �\\��� A- �7
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ADKIN BRANCH RECORD DRAWINGSl
LEGEND - - as ( �, I` r Engineering NCz � RKOAD DRAWINGS
LIMITS OF — p .----- p II `� U 2SB 34.E tJ _ f (``?:v
/r CGkhnrM�io'RkFimdu�l� TN, word &uwiiq hebow pnpond in CoA,
X OtSIUR6ANCE I r' // - _ -- - ! i HM i MPNvd b 6.E FAsEMe+r ulvE zCON K - _ CONSERVATIONKQ - l8'6 45B d.ligrmraonrolm� emoq,m+dTULw[c -�`14 ALL ---�CONC /, o`nmr hr .vna�•��.
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VANE -f' HUMP
m i
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ADKIN BRANCH RECORD DRAWINGS 1C s,2alU21te �w.y, �" '
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r,itMS OF LOG CROSS_ LEGEND
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TOE OF SLOPE
-20
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2910-2011
ti ORIGINAL HURRICANE
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LEGEND
UWM OF
X — DISTURIBANCE
E CONSERVATION
EASFAAENT uNE
--------- THALWEG
RANRFUIL
— — — — — — — TOE OF SLOPE
LOG SILL
LYPERVIOUS
CHANNEL PLUG
CONTRACT 2009
INPORAAAL REPAIRS
2010-2011
OR1AL HURLCANE
WAFRS 2013
HURRICANE REPAIR
CONSTRUCTION
REVISION 201
i
ADKIN BRANCH RECORD DRAWINGS
UGHT POLE
(LIE_LD)
5121 Kingdom Way,
Suite 100
Raleigh NC 27607
NC Liao l Xu FNw
a IA.h—..6
%11 01111:1?
`3Z------
�` /A 4{�;._• t. [.�It. '�-c ,.� \\
/ STORMWATER BMP
Thi Mord d -w* ho b- pmww in Pmt.
bored upon irdoam w 6YOW by athem
WI& IKs irdanldatl u W -d b be raWA,
to Enpimw awmam" b meq, and
ka is ad r pmm'64 for#* omnaq of two
mord drmrwq w far ay — w maima.
which mq hon bwn incal b" N m a
.N. Th® Wm on dlii amid doawwd an
a4' for
if.
bd" Wool
25 0 50
SCALE
SEE STORMWATER WE'TiAND DETAIL
SCI \\\} I 1
!I 1
-/-DO Int►! 11 !I , LTt
/"%/// ��y , i•rr�=--� \ \S
SEE NOTE-
NOTE:
OTE
NOTE:
LOG SILLS PLACED OUTSIDE OF THE BANKFULL
CHANNEL MAINTIAN GRADE FOR THE OUTLET SWALE
AT HALF BANKFULL TO ALLOW FOR WATER TO BE
DISTRIBUTED THROUGHOUT THE STORMWATER BMP.
SEE THE CONSTRUCTION DETAIL ON THIS SHEET.
STORMWATER
WETLANDS —
STORMWATER
\\ OUTLET
S
'®r.s
I
GRASSJ
' SWALE
FINGER
BERM
STORMWATERJ
LEGEND
OUTLET
------ TERRACE G—��INLEMWATER
STORMWATER
WETLAND I
10' BANKFULL
BENCH
L A -
4\
`mow
BEGIN PT TO
ADKIIN// BRAN(
STORMWATER WETLAND
BANKFULL SIDE SLOPE BANKFULL
ELEVATION ELEVATION
I vo 1w _w
LOG SILL STORMWATER
ANKFUL WETLAND
WIDTH
STORMWATER INLET/OUTLET
CROSS-SECTION
NOTES: SECTION B -B
_
1. INVERT SET AT �t BANKFULL DEPTH.
y I 2. LOG SILL SET AT INVERT TO PROTECT FROM SCOUR.
I' } 3. BASE WIDTH SHALL BE �t BANKFULL CHANNEL BASE WIDTH.
SIDE SLOPES SHALL BE BUILT AT A 3:1 SLOPE.
BANKFULL ELEVATION BEYOND
FINGER BERM BEYOND
BENCH 142 BANKFULL AT BANKFULL ELEVATION
BANKFULL DEPTH \,,-- TERRACE
ELEVATION
to STORMWATER
SIDE WETLAND
SLOPE LOG SILL
STORMWATER INLET/OUTLET
PROFILE
SECTION A -A
NOTES: HCOM
1. STORMWATER WETLAND'S ELEVATION ADM UAR24
SHALL BE SET AT Jt THE BANKFULL 050 miol UNm
DEPTH UP FROM CHANNEL INVERT. INS
R ww " 1143