20131087 Ver 1_Year 0 Monitoring Report_2015_20150904

POPLIN RIDGE STREAM RESTORATION PROJECT
BASELINE MONITORING REPORT

UNION COUNTY, NORTH CAROLINA
PROJECT # 95359
CONTRACT #004672

Prepared for:

Division of Mitigation Services
North Carolina Department of Environment and Natural Resources
1652 Mail Service Center
Raleigh, NC 27699-1652

August 2015

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015

Poplin Ridge
Union County, North Carolina
DMS Project ID 95359

Yadkin River Basin
HUC 03040105070050

Prepared by:

Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
919-209-1061

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
EXECUTIVE SUMMARY

The Poplin Ridge Stream Restoration Project is located within an agricultural watershed in Union County,
North Carolina, approximately six miles north of Monroe. The stream channels were heavily impacted by
channelization and agricultural practices. The project involved the restoration and protection of streams in
the Stewarts Creek watershed. The purpose of this restoration project was to restore and enhance a stream
complex located within the Yadkin River Basin.

The project lies within USGS Hydrologic Unit Code 03040105070050 (USGS, 1998) and within the
North Carolina Division of Water Quality (NCDWQ) Yadkin River Subbasin 03-07-14 (NCDENR,
2002). The project is split into two tributary systems (UT1 and UT2). The western system (UT1) is
divided into seven reaches along four unnamed tributaries to East Fork Stewarts Creek. The eastern
system (UT2) is divided into five reaches, all unnamed tributaries of East Fork Stewarts Creek. UT1-
Reach 1 begins at the start of the restoration project (STA 1+20) and extends southeast to STA 12+58.
UT1-Reach 2 begins at STA 12+58 and extends to STA 24+96. UT1-Reach 3 begins at STA 24+96 and
extends to STA 34+50. UT1-Reach 4 is the downstream section of UT1 (STA 34+50 to 46+73). Reach
UT1-A flows south directly into UT1 at the break between Reaches 1 and 2. UT1-B flows south to the
break between UT1 Reaches 2 and 3. UT1-C flows east to the break between UT1 Reaches 3 and 4. UT2-
Reach 1 begins at the start of the UT2 portion of the restoration project (STA 0+00) and extends
southwest to STA 4+90. UT2-Reach 2 begins at STA 4+90 and extends to STA 13+97. UT2-Reach 3
begins at STA 13+97 and extends to STA 19+18. UT2-Reach 4 begins at STA 19+18 and extends to STA
22+07. Reach UT2-A flows east into UT2 at the break between Reaches 2 and 3.

Land uses within and immediately adjacent to the project area include row crops, hay fields, pasture,
concentrated animal feeding operations (CAFO), and wooded areas. The total easement area is 27.17
acres, approximately 4.69 acres of which are wooded and the remaining 22.48 acres is agricultural fields
and pasture. Land use immediately surrounding the project consists of row crops and forestry. Previous
adjacent cattle pastures have been converted into cultivated fields. Stream conditions along the project’s
restoration reaches demonstrated significant habitat degradation as a result of impacts from livestock and
channelization performed to promote agricultural activities. Additionally, the riparian buffer was in poor
condition throughout most of the project area. Much of the riparian buffer was devoid of trees or shrubs,
was active pasture and/or crops were present up to the edge of the channel. Little habitat was available to
support aquatic life, and the channels were not maximizing their potential to filter nutrients because they
were entrenched.

The goal for the Poplin Ridge project is to restore the channelized streams based on reference reach
conditions, enrich the aquatic ecosystem through stream restoration and riparian buffer habitat
improvements, and provide ecological uplift within the Yadkin River Basin. The design was based on
reference conditions, USACE guidance (USACE, 2005), and criteria that are developed during this
project to achieve success.

The objective for this restoration project is to restore a natural waterway through a stream complex with
appropriate cross-sectional dimension and slope that will provide function and meet the appropriate
success criteria for the existing streams. Accomplishing this objective entails the restoration of natural
stream characteristics, such as stable cross sections, planform, and in-stream habitat. The floodplain areas
will be hydrologically reconnected to the channel to provide natural exchange and storage during flooding
events. Additional project objectives, such as restoring the riparian buffer with native vegetation, ensuring
hydraulic stability, and eradicating invasive species, are listed in Section 1.2 along with several other
project objectives.

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
All construction and planting activities have been completed, therefore the site will be monitored on a
regular basis, and a physical inspection of the site will be conducted a minimum of twice per year
throughout the seven year post-construction monitoring period, or until performance standards are met.
These site inspections will identify site components and features that require routine maintenance. Annual
monitoring data will be reported using the DMS (EEP) monitoring template.

Upon approval for closeout by the Interagency Review Team (IRT), the site will be transferred to the
NCDENR - Stewardship. The State shall be responsible for periodic inspection of the site to ensure that
restrictions required in the conservation easement or the deed restriction document(s) are upheld.
Endowment funds required to uphold easement and deed restrictions shall be negotiated prior to site
transfer to the responsible party.

The as-built survey drawings indicate that the Poplin Ridge site was constructed to the mitigation plan
design. Profile and dimension parameters are within the tolerances for stream mitigation construction.
UT-1 and tributaries to UT-1 were all constructed to design plans and specifications. During construction
activities, UT-2 had minimal modifications. Proposed cattle fencing along UT-2 was not installed due to
the landowner converting the adjacent land use. The cattle pastures that were previously adjacent to UT-2
have been converted to row-crop fields. The landowner has assured RES that he no longer plans to have
cattle on his property. Two rock cross vanes were substituted along UT2-R2 with log cross vanes at
stations 11+38 and 13+53. Along UT2-R3, a proposed rock cross vane at station 16+59 was omitted due
to bedrock presence. All changes were approved by the design engineer and are documented on the as-
built drawings.

The original DMS (NCEEP) full delivery contact was for 6,944 SMUs. Due to project constraints and
landowner negotiations the final design and construction plans included 6,345 SMUs. This reduction was
primarily due to a change in approach at the downstream end of UT2-R4 where the landowner withdrew
from the project. Following construction, the as-built survey indicated 9,179 linear feet of channel within
the easement generating 6,365 SMUs.

Reach Mitigation
Type Stationing Existing
Length (LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365
*As-Built length does not include channel in easement breaks.

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
TABLE OF CONTENTS

1 PROJECT GOALS, BACKGROUND AND ATTRIBUTES ........................................................ 1
1.1 Location and Setting ............................................................................................................... 1
1.2 Project Goals and Objectives .................................................................................................. 1
1.3 Project Structure ..................................................................................................................... 2
1.3.1 Restoration Type and Approach ..................................................................................... 3
1.4 Project History, Contacts and Attribute Data ......................................................................... 6
1.4.1 Project History ................................................................................................................ 6
1.4.2 Project Watersheds ......................................................................................................... 6
2 SUCCESS CRITERIA ................................................................................................................... 7
2.1 Stream Restoration ................................................................................................................. 7
2.1.1 Bankfull Events .............................................................................................................. 7
2.1.2 Cross Sections ................................................................................................................ 7
2.1.3 Bank Pin Arrays ............................................................................................................. 8
2.1.4 Digital Image Stations .................................................................................................... 8
2.2 Vegetation .............................................................................................................................. 8
2.3 Scheduling/Reporting ............................................................................................................. 8
3 MONITORING PLAN ................................................................................................................... 8
3.1 Stream Restoration ................................................................................................................. 9
3.1.1 As-Built Survey .............................................................................................................. 9
3.1.2 Bankfull Events .............................................................................................................. 9
3.1.3 Cross Sections ................................................................................................................ 9
3.1.4 Digital Image Stations .................................................................................................... 9
3.1.5 Bank Pin Arrays ............................................................................................................. 9
3.1.6 Visual Assessment Monitoring ..................................................................................... 10
3.2 Vegetation ............................................................................................................................ 10
4 Maintenance and Contingency plan ............................................................................................. 10
4.1 Stream ................................................................................................................................... 10
4.2 Vegetation ............................................................................................................................ 10
5 AS-BUILT CONDITIONS (BASELINE).................................................................................... 11
5.1 As-Built Drawings ................................................................................................................ 11
5.2 Baseline Data Collection ...................................................................................................... 11
5.2.1 Morphological State of the Channel ............................................................................. 11
5.2.2 Vegetation..................................................................................................................... 12
5.2.3 Photo Documentation ................................................................................................... 12
5.2.4 Hydrology ..................................................................................................................... 12
6 REFERENCES ............................................................................................................................. 12

Resource Environmental Solutions, LLC i

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015

Appendices

Appendix A. General Tables and Figures
Figure 1. Project Vicinity Map
Figure 2. Current Condition Plan View
Table 1. Project Components and Mitigation Credits
Table 2. Project Activity and reporting History
Table 3. Project Contacts
Table 4. Project Information

Appendix B. Morphological Summary Data and Plots
Table 5. Morphological Parameters Summary Data
Table 6. Dimensional Morphology Summary – Cross Sections Data
Cross Section Plots
Pebble Count/Substrate Analysis Charts
Stream Photos

Appendix C. Vegetation Data Tables
Table 7a. Baseline Planted Species Summary
Table 7b. Vegetation Plot Mitigation Success Criteria Summary
Table 7c. Vegetation Plot Data Summary (Species by Plot)
Vegetation Plot Photos

Appendix D. As-Built Survey
As-Built Survey Plan Sheets

Resource Environmental Solutions, LLC ii

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
1 PROJECT GOALS, BACKGROUND AND ATTRIBUTES
1.1 Location and Setting
The Poplin Ridge Stream Site is located in Union County approximately 6 miles north of Monroe, NC.
The project lies within USGS Hydrologic Unit Code 03040105070050 (USGS, 1998) and within the
North Carolina Division of Water Quality (NCDWQ) Yadkin River Subbasin 03-07-14 (NCDENR,
2002). To access the Site from the city of Monroe, travel west on West Roosevelt Boulevard, then turn
north onto Secrest Short Cut Road. To access UT1, travel 3.6 miles on Secrest Short Cut Road, then turn
right onto a gravel farm road and drive approximately 0.6 miles. To access UT2, travel north on Secrest
Short Cut Road for 2.8 miles, then turn right onto Roanoke Church Road. After 0.8 miles, turn left onto a
gravel farm road. This private road will split just past the pond on the left. At the split, stay to the left and
travel approximately 800 feet to access the downstream end of UT2.

1.2 Project Goals and Objectives
The Poplin Ridge stream mitigation project will provide numerous ecological and water quality benefits
within the Yadkin River Basin. While many of these benefits are limited to the project area, others, such
as pollutant removal and improved aquatic and terrestrial habitat, have more far-reaching effects.
Expected improvements to water quality, hydrology, and habitat are outlined below.

Design Goals and Objectives
Benefits Related to Water Quality
Nutrient removal
Benefit will be achieved through filtering of runoff from adjacent CAFOs through buffer areas, the
conversion of active farm fields to forested buffers, improved denitrification and nutrient uptake
through buffer zones, and installation of BMPs at the headwaters of selected reaches and ditch outlets.
Sediment removal
Benefit will be achieved through the stabilization of eroding stream banks and reduction of sediment
loss from field areas due to lack of vegetative cover. Channel velocities will also be decreased through
a reduction in slope, therefore decreasing erosive forces.
Increase dissolved oxygen
concentration
Benefit will be achieved through the construction of instream structures to increase turbulence and
dissolved oxygen concentrations and lower water temperature to increase dissolved oxygen capacity.
Runoff filtration Benefit will be achieved through the restoration of buffer areas that will receive and filter runoff,
thereby reducing nutrients and sediment concentrations reaching water bodies downstream.
Benefits to Flood Attenuation
Water storage Benefit will be achieved through the restoration of buffer areas which will infiltrate more water during
precipitation events than under current site conditions.
Improved groundwater
recharge
Benefit will be achieved through the increased storage of precipitation in buffer areas, ephemeral
depressions, and reconnection of existing floodplain. Greater storage of water will lead to improved
infiltration and groundwater recharge.
Improved/restored
hydrologic connections
Benefit will be achieved by restoring the stream to a natural meandering pattern with an appropriately
sized channel, such that the channel’s floodplain will be flooded more frequently at flows greater than
the bankfull stage.
Benefits Related to Ecological Processes
Restoration of habitats Benefit will be achieved by restoring riparian buffer habitat to appropriate bottomland hardwood
ecosystem.
Improved substrate and
instream cover
Benefit will be achieved through the construction of instream structures designed to improve bedform
diversity and to trap detritus. Substrate will become coarser as a result of the stabilization of stream
banks and an overall decrease in the amount of fine materials deposited in the stream.
Resource Environmental Solutions, LLC 1

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
Addition of large woody
debris
Benefit will be achieved through the addition of wood structures as part of the restoration design.
Such structures may include log vanes, root wads, and log weirs.
Reduced temperature of
water due to shading Benefit will be achieved through the restoration of canopy tree species to the stream buffer areas.
Restoration of terrestrial
habitat Benefit will be achieved through the restoration of riparian buffer bottomland hardwood habitats.

1.3 Project Structure
Table 1. Poplin Ridge Project Components
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365
*As-Built length does not include channel in easement breaks.
Resource Environmental Solutions, LLC 2

Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015

1.3.1 Restoration Type and Approach
Stream restoration efforts along the unnamed tributaries to East Fork Stewarts Creek were
accomplished through analyses of geomorphic conditions and watershed characteristics. The design
approach applied a combination of analytical and reference reach based design methods that meet
objectives commensurate with both ecological and geomorphic improvements. Performed treatment
activities range from minor bank grading and planting to re-establishing stable planform and
hydraulic geometry. Stream reaches requiring full restoration, natural design concepts were applied
and verified through rigorous engineering analyses and modeling. The objective of this approach was
to design a geomorphically stable channel that provides habitat improvements and ties into the
existing landscape.

The Poplin Ridge Site includes Priority Level I stream restoration, stream Enhancement Levels I and
II, and Stream Preservation and Buffer Enhancement. Priority Level I stream restoration incorporated
the design and construction of a single-thread meandering channel, with parameters based on data
taken from the reference site, published empirical relationships, NC Rural Piedmont Regional Curves,
and hydrologic and hydraulic analyses. 3,696 linear feet of stream channel has been reconstructed.
Enhancement Level I was applied to 3,340 linear feet of channel that required stabilization and bank
improvements, and buffer restoration. Enhancement Level II has been applied to an additional 951
linear feet of channel that required buffer enhancement and/or minimal bank and habitat
improvements. Additionally, Stream Preservation and Buffer Enhancement was performed on 1,192
feet of channel.

The Poplin Ridge Site design approach began with a thorough study of existing conditions, including
the onsite streams and ditches, valleys, and watershed. Design parameters, included active channel,
habitat and floodplain features were developed from analyses performed at the reference site.
Analytical design techniques were used to determine the design discharge and to verify the design as
a whole.

Engineering analyses were performed concurrently to geomorphic and habitat studies. While the
stream design was verified by simulations of hydrology and fluvial processes, analogs of desirable
habitat features were derived from reference sites and integrated into the project design. Both riparian
habitat features and in-stream structures such as riffle grade controls, cross weirs, log toes, and step
pools were used throughout the project to act as grade control and for bank stabilization by
dissipating and redirecting the stream’s energy. Bank stability was also enhanced through the
installation of cuttings bundles and live stakes that included native species (e.g. black willow (Salix
nigra) and silky dogwood (Cornus amomum)).

In-stream habitat is highly dependent on available cover and organic material. A quantitative habitat
assessment method was used to measure type, location, and quantity of habitat in the reference
streams. During design, the habitat assessment results were scaled appropriately to the design
parameters such that the quantity and placement of the habitat features along the restored channel
mimics reference conditions. This process provided a natural channel design that addressed aquatic
function improvements in addition to stability.

Sections of abandoned stream channel have been backfilled to the elevation of the floodplain in areas
adjacent to the new channel with material excavated onsite and by installing channel plugs where
necessary. The floodplains were planted with native species creating a vegetated buffer, which will
Resource Environmental Solutions, LLC

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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
provide numerous water quality and ecological benefits. Stream banks were stabilized using a
combination of grading, erosion control matting, bare-root plantings, native material revetment
techniques (i.e. bioengineering), structure placement, and sod transplants where possible. The stream
and adjacent riparian areas have been protected by a minimum 50-foot permanent conservation
easement, which will be fenced as needed to exclude livestock. However, an approximately 100-foot
section along the east side of Reach UT1-R4 is proposed where the minimum 50-foot conservation
easement cannot be met due to a Union Power Cooperative 100-foot right-of-way. At this location,
the conservation easement will be extended to a width that varies between 75 and 100 feet along the
west side of the channel to offset the loss of easement on the opposite side. Additionally, areas within
the power easement that fall within the 50-foot buffer have been planted with herbaceous/shrub
vegetation. No loss in stream credit is expected at this location since the buffer width will be
increased along the west side to offset the encroachment of the powerline easement as was discussed
with the IRT on July 11, 2012.

When all of these components are combined, a functional and stable channel with diverse habitat will
be restored. According to Stream Mitigation Guidelines (2003) published by the US Army Corps of
Engineers, the US Environmental Protection Agency, The North Carolina Wildlife Resources
Commission, and the NCDWR, the proposed restoration design has met the guidelines of stream
restoration and will be subject to a mitigation ratio of 1:1. Note: UT2-R3 has a proposed mitigation
ratio of 1.5:1 per communication with USACE. The lower mitigation ratio accounts for minor
unpermitted impacts to the channel by the landowner.

Throughout the project area, there are several breaks within the conservation easement where stream
credits are not generated to account either for 60-foot farm crossings or for existing Union Power
overhead utility crossings. Along UT1, one existing crossing was moved outside of the project, one
new culvert crossing has been installed, and three culvert crossings have been removed and replaced,
two of which remained outside of the project. Along UT2, the two previous existing culvert crossings
have been removed and upgraded at their original location, and there are two 30-foot easement breaks
associated with Union Power easements. These two easement breaks will be planted with
herbaceous/shrub vegetation within the 50-foot buffer.

Poplin Ridge has been broken into the following reaches:

UT1-R1 (STA 1+20 to 12+58) – Upper-most portion of UT1 totaling 572 linear feet of Stream
Preservation and Buffer Enhancement and 566 linear feet of Enhancement Level I. The upper portion
of this reach is stable and has a mature hardwood buffer. The lower portion was partially forested and
flowed through cultivated fields. This lower portion was experiencing active erosion and had a
disturbed buffer. Stabilization/enhancement activities performed on UT1-R1 included performing
minor bank grading, installing grade control and habitat structures, and planting a riparian stream
buffer.

An additional level of protection to prevent channel down cutting and incision is provided from the
natural bedrock observed throughout reach UT1 and the proposed grade control structures proposed
throughout the project.

UT1-R2 (STA 12+58 to 24+96) – Upper of the two middle reaches along UT1 totaling 1,178 linear
feet of Priority I Restoration. This reach flows through cultivated fields and had highly unstable banks
with a highly disturbed buffer. Restoration activities involved constructing a meandering channel,
installing habitat and grade control structures, filling and plugging the abandoned channel, and re-
vegetating the buffer with native plants. A 60-foot conservation easement break is located at the
Resource Environmental Solutions, LLC

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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
upstream portion of UT2-R2 to allow agricultural access across the stream. Within the easement
break, a stream crossing was constructed using a 48” HDPE culvert.

UT1-R3 (STA 24+96 to 34+50) – Lower of the two middle reaches along UT1 totaling 893 linear
feet of Priority I Restoration. This reach flows through cultivated fields and had highly unstable banks
with a highly disturbed buffer. Restoration activities performed along UT1-R3 included constructing
a meandering channel, installing habitat and grade control structures, filling and plugging the
abandoned channel, and planting the stream buffer with native vegetation. A stream crossing was
installed at STA 25+50 within the 60-foot easement break using a 42” RCP culvert to allow access to
the adjacent agriculture fields.

UT1-R4 (STA 34+50 to 46+73) – Downstream-most portion of UT1 totaling 1,223 linear feet of
Enhancement Level I. This reach flows through cultivated fields, had moderately unstable banks and
a highly disturbed buffer. Enhancement activities included laying back banks, enhancing existing
stream benches, installing grade control and habitat structures, and replanting the buffer. The existing
culvert crossing just downstream of the project at STA 47+50 was removed and replaced with twin
54” RCP culverts.

UT1-A (STA 0+73 to 2+89) – Upper-most tributary to UT1 totaling 216 linear feet of Enhancement
Level I. This stream reach originates just downstream of a forested area, flows through cultivated
fields, and exhibited minor bank erosion. Enhancement activities included reshaping the channel
banks, removing an existing culvert crossing, and installing habitat structures. A gravel ford crossing
has been installed just upstream of the project near STA 0+50 to allow the landowner continued
access across the property.

UT1-B (STA 0+09 to 11+45) – Tributary of UT1 that flows north to south totaling 620 linear feet of
Stream Preservation and Buffer Enhancement and 455 linear feet of Enhancement Level I. The upper
portion of this reach was stable and had an intact riparian buffer throughout. Below STA 6+29, the
channel flowed through a cultivated field, had no buffer, and exhibited channel incision along the
downstream section. Enhancement activities performed along UT1-B included reshaping the channel
banks, upgrading an existing culvert crossing, re-vegetating the buffer and installing habitat and grade
control structures.

UT1-C (STA 1+21 to 10+01) – Southern-most tributary to UT1 totaling 880 linear feet of
Enhancement Level I. This reach flows west to east through cultivated fields and lacked a riparian
buffer. Stabilization/enhancement activities along UT1-C included bank grading and channel
reshaping, installing grade control and habitat structures, and planting a riparian buffer. An existing
culvert crossing was removed and replaced with a 48” RCP culvert just upstream of the conservation
easement at STA 0+76.

UT2-R1 (STA 0+00 to 4+90) – Upper-most portion of UT2 totaling 490 linear feet of Enhancement
Level II. This reach flows between cultivated fields. The stream buffer, which lacks mature
hardwoods, had previously been disturbed by agricultural practices and cattle access. The adjacent
cattle pasture land has been converted to row crop fields; therefore, cattle no longer have access to the
stream channel. Stream enhancement activities included reshaping the channel, invasive species
treatment, riparian buffer plantings, and installing grade control structures at the downstream end of
the reach.

UT2-R2 (STA 4+90 to 13+97) – Upper of the two middle reaches along UT2 totaling 847 linear feet
of Priority I Restoration. This stream reach was previously a 1.3 acre farm pond with a drainage area
Resource Environmental Solutions, LLC

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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
of 723 acres and is surrounded by cultivated fields. Restoration activities involved draining the farm
pond and removing the perched culverts within the dam crossing. A 60” CMP culvert was installed at
a lower elevation to maintain normal flow as well as one over flow 36” CMP culvert. A baseflow
channel has formed passively in the pond bottom. Following sufficient drying, the baseflow channel
has been enhanced and stabilized as needed. Habitat and grade control structures have been installed.
The riparian stream buffer has been planted with native vegetation. The existing pond dam has been
upgraded to a stream crossing inside a 60-foot conservation easement break.

UT2-R3 (STA 13+97 to 19+18) – Lower of the two middle reaches along UT2 totaling 521 linear
feet of Priority I Restoration. This reach is a perennial channel that lies between cultivated fields.
Previously, a cattle pasture was adjacent along the right stream bank. The pasture has recently been
converted to a cultivated field; therefore, cattle access is no longer a threat. This stream reach was
generally straight and had little to no stream buffer within the project area. The upper portion of this
reach was experiencing active erosion of the bed and banks. The lower portion of the reach had a
stable bed with moderate bank erosion. Priority I stream restoration activities performed along UT2-
R3 included constructing a meandering channel, installing habitat and grade control structures, filling
and plugging the abandoned channel, and planting a riparian buffer with native vegetation.

UT2-R4 (STA 19+18 to 22+07) – Downstream-most portion of UT2 totaling 257 linear feet of
Priority I Restoration. This reach is a perennial channel that currently flows through cultivated fields.
Like UT2-R3, the previous cattle pasture along the right bank has been removed and converted to
cultivated fields. This reach was generally straight and had a highly disturbed buffer with invasive
species present. Stream restoration involved constructing a meandering channel, installing habitat and
grade control structures, filling and plugging the abandoned channel, and planting a riparian buffer
with native vegetation.

UT2-A (STA 0+45 to 5+06) – The only tributary to UT2 totaling 461 linear feet of Enhancement
Level II. UT2-A is an intermittent channel that flows into UT2-R2 (previously farm pond). This reach
flows through cultivated fields which were previously cattle pasture. UT2-R3 lacked a vegetated
stream buffer. Stabilization/enhancement activities performed along UT2-R3 included minor bank
grading, installing grade control and habitat structures, and replanting a riparian stream buffer.

1.4 Project History, Contacts and Attribute Data
1.4.1 Project History
The Poplin Ridge Stream Restoration Site was restored by Resource Environmental Solutions, LLC
(RES) through a full-delivery contract awarded by DMS in 2011. Tables 2, 3, and 4 provide a time
sequence and information pertaining to the project activities, history, contacts, and baseline
information.
1.4.2 Project Watersheds
The easement totals 27.17 acres and is split into two tributary systems (UT1 and UT2). The western
system (UT1) is divided into seven reaches along four unnamed tributaries to East Fork Stewarts
Creek. The eastern system (UT2) is divided into five reaches, all unnamed tributaries of East Fork
Stewarts Creek. UT1-Reach 1 has a drainage area of 0.21 square miles (136 acres); it begins at the
start of the restoration project (STA 0+00) and extends southeast to STA 12+58. UT1-Reach 2 has a
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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
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drainage area of 0.39 square miles (248 acres); it begins at STA 12+58 and extends to STA 24+96.
UT1-Reach 3 has a drainage area of 0.60 square miles (384 acres); it begins at STA 24+96 and
extends to STA 34+50. UT1-Reach 4 is the downstream section of UT1 (STA 34+50 to 46+73), and
has a drainage area of 1.14 square miles (728 acres). Reach UT1-A has a drainage area of 0.14 square
miles (88 acres) and flows south directly into UT1 at the break between Reaches 1 and 2. UT1-B has
a drainage area of 0.19 square miles (120 acres) and flows south to the break between UT1 Reaches 2
and 3. UT1-C has a drainage area of 1.35 square miles (861 acres) and flows east to the break
between UT1 Reaches 3 and 4. UT2-Reach 1 has a drainage area of 0.99 square miles (631 acres); it
begins at the start of the UT2 portion of the restoration project (STA 0+00) and extends southwest to
STA 4+90. UT2-Reach 2 has a drainage area of 1.13 square miles (726 acres); it begins at STA 4+90
and extends to STA 13+97. UT2-Reach 3 has a drainage area of 1.24 square miles (792 acres); it
begins at STA 13+97 and extends to STA 19+18. UT2-Reach 4 has a drainage area of 1.35 square
miles (861 acres); it begins at STA 19+18 and extends to STA 22+07. Reach UT2-A has a drainage
area of 0.08 square miles (49 acres) and flows east into UT2 at the break between Reaches 2 and 3.

The land use in the project watershed is approximately 68 percent managed herbaceous and cultivated
crops, 26 percent deciduous and evergreen forest, and six percent developed (mix of low, medium
and high densities) and water bodies. Current land use around the project is primarily agricultural and
forestry. Land use immediately surrounding the project consists of livestock grazing, row crops, and
forestry. Future land use is projected to become more developed in the future due to the proximity to
the Charlotte area. The Lower Yadkin Pee-Dee River Basin Restoration Plan (RBRP) indicates that
urban land use may increase by over 350 percent with a population growth of 184 percent in Union
County by the year 2030.
2 SUCCESS CRITERIA
The success criteria for the Poplin Ridge Site stream restoration will follow accepted and approved
success criteria presented in the USACE Stream Mitigation Guidelines and subsequent NCEEP and
agency guidance. Specific success criteria components are presented below.
2.1 Stream Restoration
2.1.1 Bankfull Events
Two bankfull flow events must be documented within the seven-year monitoring period. The two
bankfull events must occur in separate years. Otherwise, the stream monitoring will continue until
two bankfull events have been documented in separate years. Bankfull events will be documented
using crest gauges, auto-logging crest gauges, photographs, and visual assessments for evidence of
debris rack lines.
2.1.2 Cross Sections
There should be little change in as-built cross-sections. If changes do take place, they should be
evaluated to determine if they represent a movement toward a less stable condition (for example
down-cutting or erosion), or are minor changes that represent an increase in stability (for example
settling, vegetative changes, deposition along the banks, or decrease in width/depth ratio). Cross-
sections shall be classified using the Rosgen stream classification method, and all monitored cross-
sections should fall within the quantitative parameters defined for channels of the design stream type.

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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
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2.1.3 Bank Pin Arrays
Bank pin arrays will be used as a supplemental method to monitor erosion on selected meander bends
where there is not a cross section. Bank pin arrays will be installed along the outer bend of the
meander. Bank pins will be installed just above the water surface and every two feet above the lowest
pin. Bank pin exposure will be recorded at each monitoring event, and the exposed pin will be driven
flush with the bank.

2.1.4 Digital Image Stations
Digital images will be used to subjectively evaluate channel aggradation or degradation, bank erosion,
success of riparian vegetation, and effectiveness of erosion control measures. Longitudinal images
should not indicate the absence of developing bars within the channel or an excessive increase in
channel depth. Lateral images should not indicate excessive erosion or continuing degradation of the
banks over time. A series of images over time should indicate successional maturation of riparian
vegetation.
2.2 Vegetation
Vegetative monitoring success criteria for plant density within the riparian buffers on the site will
follow NCEEP Guidance dated 7 November 2011. Vegetation monitoring plots will be a minimum of
0.02 acres in size, and cover a minimum of two percent of the planted area. The following data will
be recorded for all trees in the plots: species, height, planting date (or volunteer), and grid location.
Monitoring will occur each year during the monitoring period. The interim measures of vegetative
success for the site will be the survival of at least 320 three-year old trees per acre at the end of Year
3 and 260 five-year old trees per acre at the end of Year 5. The final vegetative success criteria will be
the survival of 210 trees per acre at the end of Year 7 of the monitoring period.

Invasive and noxious species will be monitored and controlled so that none become dominant or alter
the desired community structure of the site. If necessary, RES will develop a species-specific control
plan.
2.3 Scheduling/Reporting
The monitoring program will be implemented to document system development and progress toward
achieving the success criteria. The restored stream morphology will be assessed to determine the
success of the mitigation. The monitoring program will be undertaken for seven years or until the
final success criteria are achieved, whichever is longer.

Monitoring reports will be prepared in the fall of each year of monitoring and submitted to NCEEP.
The monitoring reports will include all information, and will be in the format required by NCEEP in
Version 2.0 of the NCEEP Monitoring Report Template.
3 MONITORING PLAN
Annual monitoring shall be conducted for stream and vegetation monitoring parameters as noted
below for seven years following the completion of construction or until success criteria have been
met.
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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
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3.1 Stream Restoration
3.1.1 As-Built Survey
An as-built survey was conducted following construction to document channel size, condition, and
location. The survey includes a complete profile of thalweg, top of bank, and in stream channel
structures to compare with future geomorphic data. Longitudinal profiles will not be required in
annual monitoring reports unless requested by NCEEP or USACE.
3.1.2 Bankfull Events
Three sets of manual and auto-logging crest gauges were installed on the site, one along UT1-R2, one
along UT1-R4, and one along UT2-R3. The auto logging crest gauges were installed within the
channel and will continuously record flow conditions at an hourly interval. Manual crest gauges were
installed on the bank at bankfull elevation. Crest gauges will be checked during each site visit to
determine if a bankfull event has occurred since the last site visit. Crest gauge readings and debris
rack lines will be photographed to document evidence of bankfull events.
3.1.3 Cross Sections
A total of 29 permanent cross sections were installed to monitor channel dimensions and stability.
Two cross sections were installed along UT1-R1 of the enhancement section. Four cross sections (two
pools and two riffles) were installed along UT1-R2 and two pool and two riffle cross sections were
installed along UT1-R3. Reach 4 of UT1 has a total of 4 cross sections installed throughout its
length. Stream segment UT1-A has one cross section installed and UT1-B has a total of two cross
sections along its length. Two riffle/pool pair cross sections were installed along UT1-C for a total of
four cross sections. On the UT2 side of the project, a total of eight cross sections were installed. Two
permanent cross sections were installed along UT2-R2, four along UT2-R3, and two along UT2-A.
Cross sections were typically located at representative riffle and pool sections along each stream
reach. Each cross section was permanently marked with 3/8 rebar pin to establish a monument
location at each end. A marker pole was also installed at both ends of each cross section to allow ease
locating during monitoring activities. Cross section surveys will be performed once a year during
annual monitoring and will include all breaks in slope including top of bank, bottom of bank,
streambed, edge of water, and thalweg.
3.1.4 Digital Image Stations
Digital photographs will be taken at least once a year to visually document stream and vegetation
conditions. This monitoring practice will continue for seven years following construction and
planting. Permanent photo point locations at cross sections and vegetation plots have been
established so that the same directional view and location may be repeated each monitoring year.
Monitoring photographs will also be used to document any stream and vegetation problematic areas
such as erosion, stream and bank instability, easement encroachment and vegetation damage.
3.1.5 Bank Pin Arrays
Six bank pin arrays have been installed at random meander pools throughout the project. These bank
pin arrays were installed in the center of the outside stream bank. Four bank pin arrays are located on
the UT1 side of the project at reaches UT1-R2, UT1-R3, UIT1-R4, and UT1-C. The remaining two
bank pin arrays are located on stream reach UT2-R3. Bank pins are a minimum of three feet long, and
have been installed just above the water surface and every two feet above the lowest pin. Bank pin
exposure will be recorded at each monitoring event, and the exposed pin will be driven flush with the
bank.
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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
3.1.6 Visual Assessment Monitoring
Visual monitoring of all mitigation areas will be conducted a minimum of twice per monitoring year
by qualified individuals. The visual assessments will include vegetation density, vigor, invasive
species, and easement encroachments. Visual assessments of stream stability will include a complete
stream walk and structure inspection. Digital images will be taken at fixed representative locations to
record each monitoring event as well as any noted problem areas or areas of concern. Results of
visual monitoring will be presented in a plan view exhibit with a brief description of problem areas
and digital images. Photographs will be used to subjectively evaluate channel aggradation or
degradation, bank erosion, success of riparian vegetation, and effectiveness of erosion control
measures. Longitudinal photos should indicate the absence of developing bars within the channel or
an excessive increase in channel depth. Lateral photos should not indicate excessive erosion or
continuing degradation of the banks over time. A series of photos over time should indicate
successional maturation of riparian vegetation.
3.2 Vegetation
A total of 13 vegetation plots were randomly established within the planted stream riparian buffer
easement. Vegetation plots measure 10 meters by 10 meters or 5 meters by 20 meters (0.02 acres) and
has all four corners marked with metal posts. Planted woody vegetation was assessed within each
plot to establish a baseline dataset. Within each vegetation plot, each planted stem was identified for
species, “X” and “Y” origin located, and measured for height. Reference digital photographs were
also captured to document baseline conditions. Species composition, density, growth patterns,
damaged stems, and survival ratios will be measured and reported on an annual basis. Vegetation plot
data will be reported for each plot as well as an overall site average.
4 MAINTENANCE AND CONTINGENCY PLAN
All identified problematic areas or areas of concern such as stream bank erosion/instability,
aggradation/degradation, lack of targeted vegetation, and invasive/exotic species which prevent the
site from meeting performance success criteria will be evaluated on a case by case basis. These areas
will be documented and remedial actions will be discussed amongst DMS staff to determine a plan of
action. If it is determined remedial action is required, a plan will be provided.
4.1 Stream
Any stream problem areas which are identified during post construction monitoring activities will be
documented and mapped on the Current Conditions Plan View (CCPV) as part of the annual stream
monitoring report. Stream problem areas or areas of concern may include bank erosion,
aggradation/degradation, structure failure or not performing as designed, beaver dams, cattle
encroachment due to fence damage, etc. If it is determined through DMS correspondence that
remedial action is required to repair an area, a proposed work plan will be submitted for remediation.
4.2 Vegetation
Any vegetation problem areas which are identified during post construction monitoring activities will
be documented and mapped on the Current Conditions Plan View (CCPV) as part of the annual
stream monitoring report. Vegetation problem areas or areas of concern may include vegetation plot
not meeting success criteria, invasive species abundance, sparse vegetation areas, etc. If it is
determined through DMS correspondence that remedial action is required to repair an area, a
proposed work plan will be submitted for remediation.
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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
5 AS-BUILT CONDITIONS (BASELINE)
The Poplin Ridge Stream Restoration as-built survey was completed between May and June 2015 by
Turner Land Surveying, PLLC. A topographic survey on the constructed stream channel and adjacent
floodplain areas was performed to document post construction conditions. The survey involved
locating the stream channel thalweg, top of bank, stream structures, culvert crossings, woody debris
bundles, monitoring cross sections, vegetation plots, crest gauges, and a rain gauge.

The as-built survey drawings indicate that the Poplin Ridge site was constructed to the mitigation plan
design. Profile and dimension parameters are within the tolerances for stream mitigation
construction. UT-1 and tributaries to UT-1 were all constructed to design plans and specifications.
During construction activities, UT-2 had minimal modifications. Proposed cattle fencing along UT-2
was not installed due to the landowner converting the adjacent land use. The cattle pastures that were
previously adjacent to UT-2 have been converted to row-crop fields. The landowner has assured RES
that he no longer plans to have cattle on his property. Two rock cross vanes were substituted along
UT2-R2 with log cross vanes at stations 11+38 and 13+53. Along UT2-R3, a proposed rock cross
vane at station 16+59 was omitted due to bedrock presence. All changes were approved by the design
engineer and are documented on the as-built drawings.
5.1 As-Built Drawings
The Poplin Ridge Stream Restoration As-Built Drawing is located in Appendix D which documents
post construction conditions for the project.

The original DMS (NCEEP) full delivery contact was for 6,944 SMUs. Due to project constraints
and landowner negotiations the final design and construction plans included 6,345 SMUs. This
reduction was primarily due to a change in approach at the downstream end of UT2-R4 where the
landowner withdrew from the project. Following construction, the as-built survey indicated 9,179
linear feet of channel within the easement generating 6,365 SMUs.
5.2 Baseline Data Collection
5.2.1 Morphological State of the Channel
All morphological stream data for the as-built profile and dimensions were collected during the as-
built survey performed during May and June 2015. Appendix B includes summary data tables,
morphological parameters, and stream photographs.

Profile
The baseline (MY-0) profiles closely matches the proposed design profiles. The plotted longitudinal
profiles can be found on the As-Built Drawings in Appendix D and morphological summary data
tables can be found in Appendix B.

Dimension
The baseline (MY-0) cross sectional dimensions closely matches the proposed design cross section
parameters. All cross section plots and data tables can be found in Appendix B.

Sediment Transport
The as-built conditions show that shear stress and velocities have been reduced for all restoration and
enhancement reaches. Pre-construction conditions documented that both primary stream features
(UT1 and UT2) were gravel bed channels prior to construction activities. Pebble count and substrate
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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
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analysis from evaluated onsite stream reaches document the dominate bed material remains classified
as gravel bed channels post-construction. Pebble counts were sampled at all riffle cross section
locations and data can be found in Appendix B. Visual assessment shows the channel is transporting
sediment as designed and will continue to be monitored for aggradation and degradation.
5.2.2 Vegetation
The baseline monitoring (MY-0) vegetation survey was completed in late April 2015. The baseline
vegetation monitoring on the Poplin Ridge Stream Restoration Site resulted in an average of 1,058
planted stems per acre, which is greater than the required 680 stems per acre density. The average
stems per vegetation plot was 26.2 planted stems. The minimum planted stems per plots was 20 stems
and the maximum was 34 stems per plot. Vegetation summary data tables and vegetation plot photos
can be found in Appendix C.
5.2.3 Photo Documentation
Permanent photo point locations have been established at cross sections, vegetation plots, stream
crossings, and stream structures by Resource Environmental Solutions staff. Any additional problem
areas or areas of concern will also be document with a digital photograph during monitoring
activities. Stream digital photographs can be found in Appendix B and Appendix C for vegetation
photos.
5.2.4 Hydrology
Three sets of manual and auto-logging crest gauges were installed on the site, one along UT1-R2, one
along UT1-R4, and one along UT2-R3. The auto logging crest gauges were installed within the
channel and will continuously record flow conditions at an hourly interval. Manual crest gauges were
installed on the bank at bankfull elevation. Crest gauges will be checked during each site visit to
determine if a bankfull event has occurred since the last site visit. Crest gauge readings and debris
rack lines will be photographed to document evidence of bankfull events. Crest gauge data will be
reported in the Year 1 monitoring report.
6 REFERENCES
Chow, Ven Te. 1959. Open-Channel Hydraulics, McGraw-Hill, New York.

Cowardin, L.M., V. Carter, F.C. Golet and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Office of Biological
Services, FWS/OBS-79/31. U.S. Department of the Interior, Washington, DC.

Environmental Banc & Exchange (2014). Poplin Ridge Stream Restoration Project Final Mitigation
Plan. North Carolina Ecosystems Enhancement Program, Raleigh, NC.

Horton, J. Wright Jr. and Victor A. Zullo. 1991. The Geology of the Carolinas, Carolina Geological
Society Fiftieth Anniversary Volume. The University of Tennessee Press. Knoxville, TN.

Johnson PA. 2006. Assessing stream channel stability at bridges in physiographic regions.
U.S. Department of Transportation. Federal Highway Administration. Report Number
FHWA-HRT-05-072.

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Poplin Ridge Stream Restoration • USGS HUC 03040105070050
Baseline Monitoring Report• Union County, North Carolina • August 2015
Lee, Michael T., R.K. Peet, S.S. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for
Recording Vegetation, Version 4.2 (http://cvs.bio.unc.edu/methods.htm)

Natural Resources Conservation Service (NRCS). 2007. Stream Restoration Design Handbook (NEH
654), USDA

NCDENR. “Water Quality Stream Classifications for Streams in North Carolina.” Water Quality
Section. http://h2o.enr.state.nc.us/wqhome/html (June 2005).

Radford, A.E., H.E. Ahles and F.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. The
University of North Carolina Press, Chapel Hill, 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, NCDENR, Raleigh, NC.

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APPENDIX A

General Tables and Figures

Figure 1. Project Vicinity Map
Figure 2. Current Condition Plan View
Table 1. Project Components and Mitigation Credits
Table 2. Project Activity and reporting History
Table 3. Project Contacts
Table 4. Project Information

®q
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UV218
UV84
UV75
UV200
UV207
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Figure1
Project Vicinity Map
Poplin Ridge Stream Restoration Site
Union County, North Carolina
Legend
®q Airports
Future Monroe By-Pass Route
NC Highway
State Roads
County Boundary
Poplin Ridge Easement
Streams
Waterbody
HUC 03040105070050
©Date: 7/27/2015
Drawn by: BSH
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To access the Site from the city of Monroe, travel west on West Roosevelt Boulevard, then turn north
onto Secrest Short Cut Road. To access UT1, travel 3.6 miles on Secrest Short Cut Road, then turn
right onto a gravel farm road and drive approximately 0.6 miles. To access UT2, travel north on Secrest
Short Cut Road for 2.8 miles, then turn right onto Roanoke Church Road. After 0.8 miles, turn left onto
a gravel farm road. This private road will split just past the pond on the left. At the split, stay to the left
and travel approximately 800 feet to access the downstream end of UT2.
UT2
Poplin Ridge Stream
Mitigation Site
UT1
Goose Creek Airport
Monroe Airport
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NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
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Figure 2a.
Poplin Ridge Stream
Restoration Project
UT1-1
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
Restoration
Enhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 7/27/2015 Drawn by: BSH
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Riparian Buffer Conditions
AbsentPresentMarginal
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Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-1SP & BE(1+20 - 6+92)
UT1-1Enhancement I(6+92 - 12+58)
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Figure 2b.
Poplin Ridge Stream
Restoration Project
UT1-1 & UT1-A
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
Restoration
Enhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
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Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-AEnhancement I(0+73 - 2+89)
UT1-1Enhancement I(6+92 - 12+58)
UT1-2P1 Restoration(12+58 - 24+69)
1
2
+
5
0
13+0
0
13+
5
0
14
+
0
0
14+5
0
15+00
15
+
5
0
16+00
16
+
5
0
17+
0
0
17
+
5
0
18
+
0
0
1
8
+
5
0
19+
0
0
1
9
+
5
0
20+0
0
20
+
5
0
21
+
0
0
2
1
+
5
0
22
+
0
0
22
+
5
0
2
3
+
0
0
&
^_^_
G
VP7
VP6
Cro
s
s

S
e
c
t
i
o
n

1
2
Bank Pins 3 ACG2
CG 2
Cros
s

S
e
c
t
i
o
n

1
3
Cr
o
s
s

S
e
c
t
i
o
n

1
4
C
r
o
s
s

S
e
c
t
i
o
n

1
5
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2c.
Poplin Ridge Stream
Restoration Project
UT1-2
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
c

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-2P1 Restoration(12+58 - 24+69)
6+50
7+00
7+50
8+00
8+50
9+00
9+50
10+0
0
10+5
0
11+00
18
+
0
0
1
8
+
5
0
19+
0
0
1
9
+
5
0
20+0
0
20
+
5
0
21
+
0
0
2
1
+
5
0
22
+
0
0
22
+
5
0
2
3
+
0
0
23
+
5
0
2
4
+
0
0
2
4
+
5
0
25
+
0
0
25+
5
0
26+
0
0
26+5
0
5+50 6+00
&
^_
^_
^_
G
G
VP8
VP7
Cros
s

S
e
c
t
i
o
n

1
6
Cro
s
s

S
e
c
t
i
o
n

1
7
C
r
o
s
s

S
e
c
t
i
o
n

1
5
Bank Pins 3 ACG2
CG 2
Rain Gauge
Cr
o
s
s

S
e
c
t
i
o
n

1
4
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2d.
Poplin Ridge Stream
Restoration Project
UT1-2 & UT1-B
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
d

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-2P1 Restoration(12+58 - 24+96)
UT1-BEnhancement I(6+90 - 11+45)
10
+
0
0
10+
5
0
11+
0
0
9+00
9+50
10+00
2
3
+
5
0
2
4
+
0
0
24
+
5
0
2
5
+
0
0
25
+
5
0
26
+
0
0
26+
5
0
2
7
+
0
0
27
+
5
0
28+
0
0
28+
5
0
2
9
+
0
0
29
+
5
0
30
+
0
0
30
+
5
0
31
+
0
0
31
+
5
0
32
+
0
0
32
+
5
0
33
+
0
0
33
+
5
0
3
4
+
0
0
3
4
+
5
0
35
+
0
0
&
^_
G
G
G
VP9
Cr
o
s
s

S
e
c
t
i
o
n

1
8
C
r
o
s
s

S
e
c
t
i
o
n

2
1
Bank Pins 4
Cro
s
s

S
e
c
t
i
o
n

2
0
C
r
o
s
s

S
e
c
t
i
o
n

1
9
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2e.
Poplin Ridge Stream
Restoration Project
UT1-3
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
e

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-3P1 Restoration(24+96 - 34+50)
7+00
7+50
8+00
8+50
9+00
9+50
10+00
30
+
5
0
31
+
0
0
31
+
5
0
32
+
0
0
32
+
5
0
33
+
0
0
33
+
5
0
3
4
+
0
0
3
4
+
5
0
35
+
0
0
35
+
5
0
36
+
0
0
36
+
5
0
3
7
+
0
0
37+
5
0
38
+
0
0
38+
5
0
39
+
0
0
39
+
5
0
40
+
0
0
40+50
41+0
0
&
^_^_
G
G
VP11
VP12
Cr
o
s
s

S
e
c
t
i
o
n

2
6
Cro
s
s

S
e
c
t
i
o
n

2
7
Cros
s

S
e
c
t
i
o
n

2
4
Cros
s

S
e
c
t
i
o
n

2
5
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2f.
Poplin Ridge Stream
Restoration Project
UT1-3 & UT1-4
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 7/27/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
f

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-3P1 Restoration(24+96 - 34+50)
UT1-4Enhancement I(34+50 - 46+73)
UT1-CEnhancement I(1+21 - 10+01)
3
9
+
0
0
3
9
+
5
0
4
0
+
0
0
40+50
41+
0
0
4
1
+
5
0
42
+
0
0
42
+
5
0
43
+
0
0
43
+
5
0
44+0
0
44
+
5
0
45+
0
0
45
+
5
0
46+
0
0
46+
5
0
47+
0
0
47+
5
0
&
^_^_
VP13
Cro
s
s

S
e
c
t
i
o
n

2
9
Cros
s

S
e
c
t
i
o
n

2
8
Bank Pins 6
ACG3
CG 3
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2g.
Poplin Ridge Stream
Restoration Project
UT1-4
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
g

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-4Enhancement I(34+50 - 46+73)
6
+
5
0
7
+
0
0
7+
5
0
0+0
0
0+5
0
1+00
1+
5
0
2
+
0
0
2+
5
0
3+00
3+
5
0
4
+
0
0
4
+
5
0
5
+
0
0
5
+
5
0
6
+
0
0
G
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2h.
Poplin Ridge Stream
Restoration Project
UT1-B
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
h

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-BSP & BE(0+09 - 6+29)
UT1-BEnhancement I(6+90 - 11+45)
6
+
5
0
7
+
0
0
7+
5
0
8+
0
0
8+
5
0
9
+
0
0
9+
5
0
1
0
+
0
0
1
0
+
5
0
1
1
+
0
0
22+50
23+00
23+50
24+00
24+50
25+
0
0
2
5
+
5
0
2
6
+
0
0
2
6
+
5
0
5
+
5
0
6
+
0
0
^_
G
G
VP8
C
r
o
s
s

S
e
c
t
i
o
n

1
6
C
r
o
s
s

S
e
c
t
i
o
n

1
7
Rain Gauge
Cr
o
s
s

S
e
c
t
i
o
n

1
8
Cross Secti
o
n

1
9
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2i.
Poplin Ridge Stream
Restoration Project
UT1-B
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
i

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-2P1 Restoration(12+58 - 24+96)
UT1-BSP & BE(0+09 - 6+29)
UT1-BEnhancement I(6+90 - 11+45)
1
+
0
0
1
+
5
0
2+
0
0
2+5
0
3+0
0
3+
5
0
4
+
0
0
4
+
5
0
5
+
0
0
5+
5
0
6
+
0
0
6
+
5
0
7
+
0
0
7+5
0
8+0
0
8+
5
0
9+0
0
9+
5
0
1
0
+
0
0
30+50 31+00 31+50 32+00 32+5
0
33+
0
0
33+
5
0
&
G
G
VP10
VP11
Cr
o
s
s

S
e
c
t
i
o
n

2
3
C
r
o
s
s

S
e
c
t
i
o
n

2
4
Bank Pins 5
C
r
o
s
s

S
e
c
t
i
o
n

2
5
C
r
o
s
s

S
e
c
t
i
o
n

2
2
C
r
o
s
s

S
e
c
t
i
o
n

2
1
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2j.
Poplin Ridge Stream
Restoration Project
UT1-C
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
j

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT1-CEnhancement I(1+21 - 10+01)
0+
0
0
0+
5
0
1+
0
0
1+
5
0
2+
0
0
2+
5
0
3+
0
0
3+50 4
+
0
0
4+
5
0
5+
0
0
5+
5
0
6+
0
0
6+
5
0
7+
0
0
7
+
5
0
8+
0
0
G
VP1
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2k.
Poplin Ridge Stream
Restoration Project
UT2-1 & UT2-2
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 7/28/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
k

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT2-2P1 Restoration(4+90 - 13+97)
UT2-1Enhancement II(0+00 - 4+90)
0
+
5
0
1+0
0
1+
5
0
2+
0
0
2+
5
0
3+00
3+50
4+
0
0
4+5
0
5+00
0
+
0
0
6+
5
0
7+
0
0
7+
5
0
8+
0
0
8+5
0
9+
0
0
9+
5
0
10
+
0
0
1
0
+
5
0
11
+
0
0
11
+
5
0
12
+
0
0
12
+
5
0
13
+
0
0
&
G
VP2
Cr
o
s
s

S
e
c
t
i
o
n

2
Cr
o
s
s

S
e
c
t
i
o
n

1
Cro
s
s

S
e
c
t
i
o
n

3
Cr
o
s
s

S
e
c
t
i
o
n

4
Bank Pins 1
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2l.
Poplin Ridge Stream
Restoration Project
UT2-2 & UT2-A
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
l

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT2-2P1 Restoration(4+90 - 13+97)
UT2-AEnhancement II(0+45 - 5+06)
12
+
5
0
13
+
0
0
1
3
+
5
0
14
+
0
0
14
+
5
0
15
+
0
0
15+
5
0
16
+
0
0
16+5
0
17
+
0
0
17+
5
0
18+0
0
18
+
5
0
19
+
0
0
19+
5
0
20+
0
0
20
+
5
0
&
&
^_^_
G
G
VP4
VP3
C
r
o
s
s

S
e
c
t
i
o
n

5
Cr
o
s
s

S
e
c
t
i
o
n

8
C
r
o
s
s

S
e
c
t
i
o
n

6
Cro
s
s

S
e
c
t
i
o
n

7
Bank Pins 2
Bank Pins 1
ACG1CG 1
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2m.
Poplin Ridge Stream
Restoration Project
UT2-2 & UT2-3
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 7/28/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
m

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT2-2P1 Restoration(4+90 - 13+97)
UT2-3P1 Restoration(13+97 - 19+18)
16
+
0
0
16+5
0
17
+
0
0
17+
5
0
18+0
0
18
+
5
0
19
+
0
0
19+
5
0
20+
0
0
20
+
5
0
21
+
0
0
21
+
5
0
22
+
0
0
&
^_^_G
VP4
Cr
o
s
s

S
e
c
t
i
o
n

8
Bank Pins 2
ACG1CG 1
Cro
s
s

S
e
c
t
i
o
n

7
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board
©
0 5025
Feet
Figure 2n.
Poplin Ridge Stream
Restoration Project
UT2-4
Current Conditions
Plan View Map
LEGEND
Conservation EasementVegetation Plots
G Reach Breaks
BE & Preservation
RestorationEnhancement I
Enhancement II
No Credit GeneratedStream StructuresCross Sections
^_Crest Gauge/RG Locations
&Bankpin Locations
Date: 8/18/2015 Drawn by: BSH
Do
c
u
m
e
n
t

P
a
t
h
:

E
:
\
R
E
S

F
i
l
e
s
\
P
o
p
l
i
n

R
i
d
g
e
\
G
I
S
\
M
X
D
\
M
Y
0

R
e
p
o
r
t

F
i
g
u
r
e
s
\
2
n

-

P
o
p
l
i
n

R
i
d
g
e

C
C
P
V

M
a
p
.
m
x
d
Riparian Buffer Conditions
AbsentPresentMarginal
Absent
Present
Common
Target Community
In
v
a
s
i
v
e

S
p
e
c
i
e
s
No Fill
Source: 2010 NC Onemap Aerial Imagery
1 inch = 50 feet
Reach Mitigation
Type Stationing
Existing
Length
(LF)
As-Built
Length
(LF)
Mitigation
Ratio SMUs
UT1-1 SP&BE 1+20 to 6+92 572 572 1 : 5.0 114
UT1-1 Enhancement I 6+92 to 12+58 566 566 1 : 1.5 377
UT1-2 P1 Restoration 12+58 to 24+96 1,284 1,178 1 : 1.0 1,178
UT1-3 P1 Restoration 24+96 to 34+50 833 893 1 : 1.0 893
UT1-4 Enhancement I 34+50 to 46+73 1,252 1,223 1 : 1.5 815
UT1-A Enhancement I 0+73 to 2+89 197 216 1 : 1.5 144
UT1-B SP&BE 0+09 to 6+29 620 620 1 : 5.0 124
UT1-B Enhancement I 6+90 to 11+45 512 455 1 : 1.5 303
UT1-C Enhancement I 1+21 to 10+01 883 880 1 : 1.5 586
UT2-1 Enhancement II 0+00 to 4+90 490 490 1 : 2.5 196
UT2-2 P1 Restoration 4+90 to 13+97 875 847 1 : 1.0 847
UT2-3 P1 Restoration 13+97 to 19+18 495 521 1 : 1.5 347
UT2-4 P1 Restoration 19+18 to 22+07 270 257 1 : 1.0 257
UT2-A Enhancement II 0+45 to 5+06 365 461 1 : 2.5 184
Total 9,214 9,179 6,365

UT2-4P1 Restoration(19+18 - 22+07)
UT2-3P1 Restoration(13+97 - 19+18)
Appendix A. General Tables and Figures Table 1 Project Components and Mitigation Credits Baseline Monitoring Report Year 0
Table 1. Project Components and Mitigation Credits
Poplin Ridge Stream Restoration/DMS Project # 95359

Mitigation Credits

Stream

Riparian Wetland

Non-riparian Wetland

Buffer
Nitrogen
Nutrient Offset
Phosphorous
Nutrient Offset
Type R RE R RE R RE
Totals 6,127 238 N/A N/A N/A N/A N/A N/A N/A

Project Components

Project Component -or-
Reach ID

As-Built
Stationing/Location (LF)

Existing
Footage/Acreage
Approach
(PI, PII etc.)
Restoration -or-
Restoration
Equivalent
Restoration
Footage or
Acreage Mitigation Ratio SMUs
UT1-1 1+20 to 6+92 572 Preservation RE

572 1 : 5.0 114
UT1-1 6+92 to 12+58 566 EI R 566 1 : 1.5 377
UT1-2 12+58 to 24+96 1,284 PI R 1,178 1 : 1.0 1,178
UT1-3 24+96 to 34+50 833 PI R 893 1 : 1.0 893
UT1-4 34+50 to 46+73 1,252 EI R 1,223 1 : 1.5 815
UT1-A 0+73 to 2+89 197 EI R 216 1 : 1.5 144
UT1-B 0+09 to 6+29 620 Preservation RE 620 1 : 5.0 124
UT1-B 6+90 to 11+45 512 EI R 455 1 : 1.5 303
UT1-C 1+21 to 10+01 883 EI R 880 1 : 1.5 586
UT2-1 0+00 to 4+90 490 EII R 490 1 : 2.5 196
UT2-2 4+90 to 13+97 875 PI R 847 1 : 1.0 847
UT2-3 13+97 to 19+18 495 PI R 521 1 : 1.5 347
UT2-4 19+18 to 22+07 270 PI R 257 1 : 1.0 257
UT2-A 0+45 to 5+06 365 EII R 461 1 : 2.5 184

Component Summation

Restoration Level Stream
(linear feet)
Riparian Wetland
(acres)
Non-riparian
Wetland
(

Buffer
(square feet)
Upland
(acres)
Riverine Non-Riverine
Restoration 3,696
Enhancement I 3,340
Enhancement II 951
Creation
Preservation 1,192
High Quality Preservation

BMP Elements
Element Location Purpose/Function Notes
--- --- --- ---
--- --- --- ---
--- --- --- ---
BMP Elements
BR = Bioretention Cell; SF = Sand Filter; SW = Stormwater Wetland; WDP = Wet Detention Pond; DDP = Dry Detention Pond; FS = Filter Strip; S = Grassed
Swale; LS = Level Spreader; NI = Natural Infiltration Area; FB = Forested Buffer
Table 2. Project Activity and Reporting History
Project Activity and Reporting History
Poplin Ridge Stream Restoration / DMS Project #95359

Activity or Report
Data Collection
Complete
Completion or
Delivery
Mitigation Plan NA July 2014
Final Design – Construction Plans NA October 2014
Construction Completed April 2015 April 2015
Site Planting Completed April 2015 April 2015
Baseline Monitoring Document (Year 0 Monitoring – baseline) April 2015 July 2015
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Year 6 Monitoring
Year 7 Monitoring

Table 3. Project Contacts
Project Contacts Table
Poplin Ridge Stream Restoration /EEP Project # 95359
Designer

WK Dickson and Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
[phone]
Frasier Mullen, PE
Construction Contractor

Wright Contracting
PO Box 545
Siler City, NC 27344
[phone]
Joseph Wright
Planting Contractor

Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
[phone]
David Godley

Seeding Contractor

Wright Contracting
PO Box 545
Siler City, NC 27344
[phone]
Joseph Wright
Seed Mix Sources Green Resource
Nursery Stock Suppliers Arbogen, NC Forestry Services Nursery
Full Delivery Provider

Project Manager:
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
[phone]
Daniel Ingram
Monitoring Performers

Project Manager:
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
[phone]
Brian Hockett, PLS
Table 4. Project Information
Project Information
Project Name Poplin Ridge Stream Restoration Project
County Union
Project Area (acres) 27.17
Project Coordinates (latitude and longitude)
UT1: 35° 03' 15.97" N 80° 34' 21.64" W
UT2: 35° 03' 17.99" N 80° 33' 46.77" W

Project Watershed Summary Information
Physiographic Province Piedmont
River Basin Yadkin
USGS Hydrologic Unit 8-digit 03040105
USGS Hydrologic Unit 14-digit 03040105070050
DWQ Sub-basin 03-07-14
Project Drainage Area (acres) UT1: 1.14 square miles (728 acres)
UT2: 1.35 square miles (861 acres)
Project Drainage Area Percentage of
Impervious Area
UT1: 8%
UT2: 5%
CGIA Land Use Classification developed (open space, low density, med. density, high density), cultivated
crops, pasture/hay, deciduous forest, evergreen forest

Reach Summary Information
Parameters UT1-R1 UT1-R2 UT1-R3 UT1-R4 UT1-A UT1-B
Length of reach (linear feet) 1,138 1,178 893 1,223 216 1,075
Valley Classification VIII VIII VIII VIII VIII VIII
Drainage area (acres) 136 248 384 728 88 120
NCDWQ stream identification score 35.0 22.5 30.0 31.0 35.0 35.0
NCDWQ Water Quality Classification WS-III WS-III WS-III WS-III WS-III WS-III
Morphological Description (stream type) E4 E4 E4 C4 E4 E4/C4
Evolutionary trend Stage I Stage II Stage II Stage V Stage I Stage I/III
Underlying mapped soils CmB CmB,
TbB2
CmB,
TbB2 ChA CmB CmB
Drainage class mod. well mod. well;
well
mod.
well; well
somewhat
poorly
mod.
well mod. well
Soil Hydric status Not
Hydric Not Hydric Not
Hydric
Partially
Hydric
Not
Hydric
Not
hydric
Slope 0.48% 0.70% 0.40% 0.50% 1.20% 1.80%
FEMA classification N/A N/A N/A Zone AE N/A N/A
Native vegetation community
mixed
hardwood
forest,
cultivated
cultivated cultivated cultivated cultivate
d
mixed
hardwood
forest,
cultivated
Percent composition of exotic invasive
vegetation 10% 0% 0% 0% 5% 15%
Reach Summary Information (continued)
Parameters UT1-C UT2-R1 UT2-R2 UT2-R3 UT2-R4 UT2-A
Length of reach (linear feet) 880 490 847 521 257 461
Valley Classification VIII VIII VIII VIII VIII VIII
Drainage area (acres) 250 631 726 792 861 49
NCDWQ stream identification
score 35.0 33.5 33.5 22.5 33.5 33.5
NCDWQ Water Quality
Classification WS-III WS-III WS-III WS-III WS-III WS-III
Morphological Description (stream
type) E4 C4c N/A E4 E4 C4
Evolutionary trend Stage IV Stage VI N/A Stage II Stage II Stage IV
Underlying mapped soils TbB2 ChA ChA ChA, BaB ChA ChA,
CmA
Drainage class well somewhat
poorly
somewhat
poorly
somewhat
poorly; well
somewhat
poorly
somewhat
poorly;
mod. well
Soil Hydric status Not
Hydric
Partially
Hydric
Partially
Hydric
Partially
Hydric
Partially
Hydric
Not
Hydric
Slope 0.80% 0.27% 0.10% 0.57% 0.31% 1.30%
FEMA classification N/A Zone AE Zone AE Zone AE Zone AE N/A
Native vegetation community cultivated
woody
cover,
cultivated
cultivated cultivated cultivated cultivated
Percent composition of exotic
invasive vegetation 0% 20% 0% 0% 0% 0%

Regulatory Considerations
Regulation Applicable? Resolved? Supporting Documentation
Waters of the United States - Section 404 Yes Yes SAW-2012-01079
Waters of the United States - Section 401 Yes Yes DWR # 13-1087
Endangered Species Act Yes Yes USFWS (Corr. Letter)
Historic Preservation Act Yes Yes SHPO (Corr. Letter)
Coastal Zone Management Act
(CZMA)/Coastal Area Management Act (CAMA) No NA N/A
FEMA Floodplain Compliance Yes Yes EEP Floodplain Requirements
Checklist
Essential Fisheries Habitat No NA N/A

APPENDIX B

Morphological Summary Data and Plots

Table 5. Morphological Parameters Summary Data
Table 6. Dimensional Morphology Summary – Cross Sections Data
Cross Section Plots
Pebble Count/Substrate Analysis Charts
Stream Photos

UT1-R1 UT1-R1 UT1-R2 UT1-R3 UT1-R4 UT1-A UT1-B UT1-B UT1-C
Pres.Enh. I Rest.Rest.Enh. I Enh. I Pres.Enh. I Enh. I
Feature Riffle Riffle Riffle Riffle Riffle Riffle Riffle Riffle Riffle Riffle Pool Riffle Pool Riffle Pool Riffle Pool
Drainage Area (ac)136 136 248 384 728 88 120 120 250
NC Regional Curve Discharge (cfs)31 31 47 64 100 22 28 28 47
Design/Approx. Bankfull Discharge (cfs)22 22 35 55 65 20 15 30 50
BF Width (ft)7.9 7.5 9.9 12.8 17.5 6.9 11.2 6.0 10.0 11.8 12.8 13.6 14.8 12.95 14.85 15.35 15.15
Floodprone Width (ft)>50 >50 >50 >50 >50 >50 >50 >50 >40 >50 NA >50 >50 >50 >50 >50 NA
BF Cross Sectional Area (ft2)10.1 10.4 14.2 22.2 21.9 6.8 6.1 5.5 10.0 14.5 19.9 18.8 26.9 17.3 19.15 22.4 21.45
BF Mean Depth (ft)1.3 1.4 1.4 1.7 1.2 1.0 0.5 0.9 1.0 1.2 1.6 1.4 1.8 1.3 1.25 1.45 1.45
BF Max Depth (ft)2.0 1.8 2.0 2.4 2.3 1.4 1.0 1.1 1.3 1.8 2.4 1.9 2.8 2.1 2.35 2.25 2.55
Width/Depth Ratio 6.2 5.4 7.0 7.4 14.0 6.9 20.4 6.6 10.0 9.8 8.2 9.9 8.1 9.7 11.65 10.5 10.75
Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 NA >2.2 NA >2.2 >2.2 >2.2 >2.2
Wetted Perimeter (ft)10.4 9.1 11.6 14.5 19.0 8.2 11.8 7.5 11.1 12.6 14 14.7 16.2 13.9 15.95 16.35 16.4
Hydraulic Radius (ft)1.0 1.1 1.2 1.5 1.2 0.8 0.5 0.7 0.9 1.1 1.4 1.4 1.7 1.25 1.15 1.4 1.3
D16 (mm)0.062 0.062 0.062 2 3 0.062 2 3 2
D50 (mm)0.062 16.0 2 8 25 0.1 29 12 11
D84 (mm)0.062 63.0 7 25 51 0.4 60 27 45
---------------------------Min Max Min Max Min Max Min Max
Channel Beltwidth (ft)---------------------------38 57 44 65 35 60 42 65
Radius of Curvature (ft)---------------------------18 89 20 103 15 75 17 80
Radius of Curvature Ratio ---------------------------1.5 7.6 1.5 7.6 1.5 7.6 1.5 7.6
Meander Wavelength (ft)---------------------------38 57 44 65 35 52 37 56
Meander Width Ratio ---------------------------3.2 4.8 3.2 4.8 2.7 4.0 2.7 4.3
---------------------------Min Max Min Max Min Max Min Max
Riffle Length (ft)---------------------------5 16 6 18 6 18 7 22
Riffle Slope (%)---------------------------1.1 3.4 1.1 3.4 1.0 3.6 1.0 3.7
Run Length (ft)---------------------------6 13 7 15 6 15 8.0 18.0
Run Slope (%)---------------------------4.8 11.5 4.8 11.5 4.6 12.0 5.0 11.0
Glide Length (ft)---------------------------4 11 5 13 4 12 6.0 13.2
Glide Slope (%)---------------------------4.8 9.2 4.8 9.2 4.7 10.0 5.0 10.9
Pool Length (ft)---------------------------4 36 5 42 6 42 8.0 50.0
Pool Slope (%)---------------------------------------1.1 2.5 1.1 2.4
Pool-to-Pool Spacing (ft)---------------------------16 55 18 64 20 60 20 70
Valley Length (ft)622 534 1173 731 1294 264 573 434 908
Channel Length (ft)716 541 1197 738 1340 270 618 449 921
Sinuosity 1.2 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0
Water Surface Slope (ft/ft)NA NA NA 0.003 0.004 NA NA NA NA
Channel Slope (ft/ft)0.0048 0.011 0.007 0.004 0.005 0.012 0.012 0.018 0.008
Rosgen Classification E4 E4 E4 E4 C4 E5 C4 E4 E4
1 Bankfull stage was estimated using NC Regional Curve equations and existing conditions data
Appendix B. Table 5 - Morphological Parameters Summary ( Reach UT1 )
Project Name/Number: Poplin Ridge Stream Restoration Project/95359
0.0066 0.0041
E4 E4
Dimension
Substrate
Pattern
Profile
Additional Reach Parameters
1,178 1,223
1.1 1.1
NA NA
0.062 25
26 60
1,070 1,115
47 64
35 52
0.062 1.7
As-Built MY0
UT1-R2 UT1-R3
Rest.Rest.
248 384
49.4
16.0
Design
8
2
8
13.7
2
25
---
0.0046
E4
---
0.0059
E4
---
---
------
1.1
---
6 18 9
1.1
2.3
4.8 7.0
------
25
55.5 37.3
Min
26.3
3.6
1.4
1.7
1.0
16.8
1.41.2
Max
2.8
11.0
NA
426
23.4
64
52
248 384
Med
64.0 30.0
279
Min
42
18.0
11.5 8.2
9.2
0.0048
103.3
1.1
Existing1
Rest.Rest.
47
>50
18.1
15.0
Riffle
426
Pool
E4
13.5
1.6
2.7
9.6
0.0047
5
Reference Reach
66.0 59.7
14.9
3.4
UT1-R2
Max Med
4.8 4.4
UT1-R3
7.6 3.0
>2.2
9.8
NA
69
50 35
41.2
318
5 13 9
15
1.14
15
87
4.8
UT2-R1 UT2-R2 UT2-R3 UT2-R4 UT2-A
Enh. II Rest.Rest.Rest.Enh. II
Feature Riffle Pond Riffle Riffle Riffle Riffle Pool Riffle Pool Riffle Pool Riffle Pool
Drainage Area (ac)634 723 742 864 51
NC Regional Curve Discharge (cfs)
Design/Approx. Bankfull Discharge (cfs)---------------
BF Width (ft)25.6 ---16.2 12.1 6.1 17.2 18.6 18.2 19.6 21 19.6 17.4 21.1
Floodprone Width (ft)>50 --->50 >50 >50 >50 NA >50 NA >50 >50 >50 >50
BF Cross Sectional Area (ft2)19.6 ---22.4 12.6 3.0 31.5 42 34.8 47.6 26.5 32.6 30.8 34.4
BF Mean Depth (ft)0.8 ---1.4 1.0 0.5 1.8 2.3 1.9 2.4 1.3 1.7 1.8 1.6
BF Max Depth (ft)1.7 ---2.6 1.6 1.2 2.5 3.5 2.6 3.8 2.2 3.1 2.5 3.5
Width/Depth Ratio 33.5 ---11.8 11.6 12.2 9.4 8.2 9.5 8.1 16.6 11.7 9.8 12.9
Entrenchment Ratio >2.2 --->2.2 >2.2 >2.2 >2.2 NA >2.2 NA >2.2 >2.2 >2.2 >2.2
Wetted Perimeter (ft)26.2 ---17.9 13.1 7.0 18.5 20.3 19.5 21.5 21.7 21.2 18.5 22.9
Hydraulic Radius (ft)0.7 ---1.3 1.0 0.4 1.7 2.1 1.8 2.2 1.2 1.5 1.7 1.5
D16 (mm)0.062 ---0.062 1.5 0.062
D50 (mm)0.062 ---0.062 7.8 0.062
D84 (mm)0.72 ---4.8 15.0 0.57
---------------Min Max Min Max Min Max Min Max
Channel Beltwidth (ft)---------------55 83 58 87 67 101 56 84
Radius of Curvature (ft)---------------26 130 27 138 32 160 26 132
Radius of Curvature Ratio ---------------1.5 7.6 1.5 7.6 1.5 7.6 1.5 7.6
Meander Wavelength (ft)---------------55 83 58 87 67 101 56 84
Meander Width Ratio ---------------3.2 4.8 3.2 4.8 3.2 4.8 3.2 4.8
---------------Min Max Min Max Min Max Min Max
Riffle Length (ft)8 23 8 24 9.0 25.0 8.2 26.5
Riffle Slope (%)---------------1.1 3.4 1.1 3.4 1.1 3.6 1.2 3.8
Run Length (ft)9 19 9 20 11.0 17.0 10.2 21.0
Run Slope (%)---------------4.8 11.5 4.8 11.5 4.2 12.0 3.8 11.2
Glide Length (ft)6 16 7 17 6.2 18.2 7.5 16.3
Glide Slope (%)---------------4.8 9.2 4.8 9.2 5.1 9.6 4.8 9.1
Pool Length (ft)6 53 7 56 7.8 47.0 8.5 60.0
Pool Slope (%)---------------------------3.5 10.0 4.1 10.1
Pool-to-Pool Spacing (ft)---------------23 81 24 85 18.0 90.0 20.5 92.0
Valley Length (ft)410 641 779 1015 427
Channel Length (ft)443 641 781 1032 437
Sinuosity 1.1 1.0 1.0 1.0 1.0
Water Surface Slope (ft/ft)NA NA NA 0.0027 NA
Channel Slope (ft/ft)0.0027 0.001 0.0057 0.0031 0.013
Rosgen Classification C5c NA E5 E4 C5
1 Bankfull stage was estimated using NC Regional Curve equations and existing conditions data
Dimension
Substrate
Pattern
Profile
Additional Reach Parameters
------
0.0061 0.002
E4 E4
785 710
847 778
1.08 1.1
0.062 0.062
0.062 28
24 61
723 864
100 113
52 70
As-Built MY0
UT1-R2 UT1-R3/R4
Rest.Rest.
Appendix B. Table 5 - Morphological Parameters Summary ( Reach UT2 )
Project Name/Number: Poplin Ridge Stream Restoration Project/95359
E4 E4
---
---
1.1
---
0.0028
1.5 1.5
7.8 7.8
15 15
0.0029
---
1.1
18.0 64.0 30.0
Design
UT1-R3/R4
Rest.
864
113
70
5 13 9
5 42 15
Rest.
426
15.0
>50 NA
UT1-R2
69
50
6 18 9
52
100
723
---
---
11.0
16.0
13.7
Reference Reach Existing1
Riffle Pool
426
18.1 23.4
1.4 1.6
1.7 2.7
9.8 9.6
>2.2 NA
14.9 16.8
1.2 1.4
2.8
Min Max Med
26 56 37
13 103 41
1.0 7.6 3.0
49 66 60
1.9 4.1 2.7
Min Max Med
4.8 11.5 8.2
1.1 3.4 2.3
7 15 8
4.8 9.2 7.0
---------
1.14
279
0.0047
318
E4
0.0048
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used 577.2 577.1 586.4 585.0 576.3
Bankfull Width (ft)3.2 3.0 8.2 11.0 21.0
Floodprone Width (ft)17.2 15.2 50.0 44.4 50.0
Bankfull Mean Depth (ft)0.5 0.4 1.0 0.7 1.3
Bankfull Max Depth (ft)0.9 0.6 1.7 1.3 2.2
Bankfull Cross Sectional Area (ft2)0.6 1.1 7.9 7.4 26.5
Bankfull Width/Depth Ratio 6.4 7.9 8.5 16.4 16.6
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used 576.5 575.0 575.0 602.1 602.3
Bankfull Width (ft)19.6 21.1 17.4 11.7 15.2
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth (ft)1.7 1.6 1.8 1.1 1.4
Bankfull Max Depth (ft)3.1 3.5 2.5 1.8 2.6
Bankfull Cross Sectional Area (ft2)32.6 34.4 30.8 13.0 21.0
Bankfull Width/Depth Ratio 11.7 12.9 9.8 10.4 11.1
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used 599.1 596.3 596.0 591.2 591.5
Bankfull Width (ft)10.0 17.4 12.5 12.3 13.4
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth (ft)1.0 1.4 1.2 1.1 1.4
Bankfull Max Depth (ft)1.7 2.5 1.9 2.2 2.3
Bankfull Cross Sectional Area (ft2)10.5 24.4 15.6 13.9 19.0
Bankfull Width/Depth Ratio 9.6 12.4 10.0 10.9 9.4
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used 591.8 590.9 588.0 588.2 586.2
Bankfull Width (ft)11.7 14.2 14.5 15.2 15.5
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth (ft)1.1 0.7 1.5 1.5 1.4
Bankfull Max Depth (ft)1.8 1.4 2.6 2.4 2.1
Bankfull Cross Sectional Area (ft2)12.3 10.2 21.5 23.0 21.9
Bankfull Width/Depth Ratio 11.2 19.7 9.8 10.1 11.0
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
1 = Widths and depths for annual measurements will be based on the baseline bankfull datum regardless of dimensional/depositional development. Input the elevation used as the datum, which should be consistent and based on the baseline datum established. If the performer has inherited the project and cannot acquire the datum used
for prior years this must be discussed with DMS. If this cannot be resolved in time for a given years report submission a footnote in this should be included that states: “It is uncertain if the monitoring datum has been consistent over the monitoring history, which may influence calculated values.
Additional data from a prior performer is being acquired to provide confirmation. Values will be recalculated in a future submission based on a consistent datum if determined to be necessary.”
Cross Section 16 (Riffle)Cross Section 17 (pool)Cross Section 18 (Pool)Cross Section 19 (Riffle)Cross Section 20 (Riffle)
Cross Section 11 (Riffle)Cross Section 12 (Pool)Cross Section 13 (Riffle)Cross Section 14 (Pool)Cross Section 15 (Riffle)
Cross Section 6 (Pool)Cross Section 7 (pool)Cross Section 8 (Riffle)Cross Section 9 (Riffle)Cross Section 10 (Pool)
Appendix B. Table 6 - Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters – Cross Sections)
Project Name/Number: Poplin Ridge Stream Restoration Project/95359
Cross Section 1 Cross Section 2 Cross Section 3 (Riffle)Cross Section 4 (Riffle)Cross Section 5 (Run)
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used 585.6 592.0 591.8 586.3 585.8
Bankfull Width (ft)15.8 13.2 14.6 14.2 12.0
Floodprone Width (ft)50.0 50.0 50.0 46.6 50.0
Bankfull Mean Depth (ft)1.4 1.3 1.3 1.0 1.3
Bankfull Max Depth (ft)2.5 1.9 2.1 1.7 2.3
Bankfull Cross Sectional Area (ft2)21.4 16.8 19.1 14.0 15.5
Bankfull Width/Depth Ratio 11.7 10.4 11.1 14.3 9.4
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used 581.7 582.2 579.7 579.8
Bankfull Width (ft)14.8 16.5 15.9 20.3
Floodprone Width (ft)47.0 50.0 50.0 50.0
Bankfull Mean Depth (ft)1.2 1.3 1.5 1.6
Bankfull Max Depth (ft)2.1 2.1 2.6 3.1
Bankfull Cross Sectional Area (ft2)17.6 21.5 24.2 33.2
Bankfull Width/Depth Ratio 12.5 12.7 10.4 12.5
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used
Bankfull Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross Sectional Area (ft2)
Bankfull Width/Depth Ratio
Bankfull Entrenchment Ratio
Bankfull Bank Height Ratio
Based on fixed baseline bankfull elevation1 Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+Base MY1 MY2 MY3 MY5 MY7 MY+
Record elevation (datum) used
Bankfull Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross Sectional Area (ft2)
Bankfull Width/Depth Ratio
Bankfull Entrenchment Ratio
Bankfull Bank Height Ratio
1 = Widths and depths for annual measurements will be based on the baseline bankfull datum regardless of dimensional/depositional development. Input the elevation used as the datum, which should be consistent and based on the baseline datum established. If the performer has inherited the project and cannot acquire the datum used
for prior years this must be discussed with EEP. If this cannot be resolved in time for a given years report submission a footnote in this should be included that states: “It is uncertain if the monitoring datum has been consistent over the monitoring history, which may influence calculated values.
Additional data from a prior performer is being acquired to provide confirmation. Values will be recalculated in a future submission based on a consistent datum if determined to be necessary.”
Cross Section 26 (Pool)Cross Section 27 (Riffle)Cross Section 28 (Riffle)Cross Section 29 (Pool)
Appendix B. Table 6 - Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters – Cross Sections)
Project Name/Number: Poplin Ridge Stream Restoration Project/95359
Cross Section 21 (Pool)Cross Section 22 (Riffle)Cross Section 23 (Pool)Cross Section 24 (Riffle)Cross Section 25 (Pool)
Upstream Downstream
574
575
576
577
578
579
580
581
582
583
0 10 20 30 40 50 60 70 80
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-2 Cross Section 1
Reach 1A Approx. Bankfull Floodprone Area
Upstream Downstream
576
577
578
579
580
581
582
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-2 Cross Section 2
Reach UT2-2 Approx. Bankfull Floodprone Area
Upstream Downstream
584
585
586
587
588
589
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-A Cross Section 3 -Riffle
Reach UT2-A Approx. Bankfull Floodprone Area
Upstream Downstream
582
583
584
585
586
587
588
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-A Cross Section 4 -Riffle
Reach UT2-A Aprrox. Bankfull Floodprone Area
Upstream Downstream
573
574
575
576
577
578
579
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-3 Cross Section 5 -Riffle
Reach UT2-3 Approx. Bankfull Floodprone Area
Upstream Downstream
572
573
574
575
576
577
578
579
580
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-3 Cross Section 6 -Pool
Reach UT2-3 Approx. Bankfull Floodprone Area
Upstream Downstream
570
571
572
573
574
575
576
577
578
579
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-3 Cross Section 7 -Pool
Reach UT2-3 Approx. Bankfull Floodprone Area
Upstream Downstream
571
572
573
574
575
576
577
578
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT2-3 Cross Section 8 -Riffle
Reach UT2-3 Approx. Bankfull Floodprone Area
Upstream Downstream
598
599
600
601
602
603
604
605
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-1 Cross Section 9 -Riffle
Reach UT1-1 Approx. Bankfull Floodprone Area
Upstream Downstream
597
598
599
600
601
602
603
604
605
606
607
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-1 Cross Section 10 -Pool
Reach UT1-1 Approx. Bankfull Floodprone Area
Upstream Downstream
597
598
599
600
601
602
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-A Cross Section 11 -Riffle
Reach UT1-A Approx. Bankfull Floodprone Area
Upstream Downstream
593
594
595
596
597
598
599
600
601
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-2 Cross Section 12 -Pool
Reach UT1-2 Approx. Bankfull Floodprone Area
Upstream Downstream
593
594
595
596
597
598
599
600
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-2 Cross Section 13 -Riffle
Reach UT1-2 Approx. Bankfull Floodprone Area
Upstream Downstream
588
589
590
591
592
593
594
595
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-2 Cross Section 14 -Pool
Reach UT1-2 Approx. Bankfull Floodprone Area
Upstream Downstream
588
589
590
591
592
593
594
595
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-2 Cross Section 15 -Riffle
Reach UT1-2 Approx. Bankfull Floodprone Area
Upstream Downstream
589
590
591
592
593
594
595
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-B Cross Section 16 -Riffle
Reach UT1-B Approx. Bankfull Floodprone Area
Upstream Downstream
589
590
591
592
593
594
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-B Cross Section 17 -Pool
Reach UT1-B Approx. Bankfull Floodprone Area
Upstream Downstream
584
585
586
587
588
589
590
591
592
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridg Reach UT1-3 Cross Section 18 -Pool
Reach UT1-3 Approx. Bankfull Floodprone Area
Upstream Downstream
585
586
587
588
589
590
591
592
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-3 Cross Section 19 -Riffle
Reach UT1-3 Approx. Bankfull Floodprone Area
Upstream Downstream
582
583
584
585
586
587
588
589
590
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-3 Cross Section 20 -Riffle
Reach UT1-3 Approx. Bankfull Floodprone Area
Upstream Downstream
582
583
584
585
586
587
588
589
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-3 Cross Section 21 -Pool
Reach 1C Approx. Bankfull Floodprone Area
Upstream Downstream
589
590
591
592
593
594
595
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-C Cross Section 22 -Riffle
Reach 1C Approx. Bankfull Floodprone Area
Upstream Downstream
589
590
591
592
593
594
595
596
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-C Cross Section 23 -Pool
Reach 1C Approx. Bankfull Floodprone Area
Upstream Downstream
582
583
584
585
586
587
588
589
590
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-C Cross Section 24 -Riffle
Reach 2 Approx. Bankfull Floodprone Area
Upstream Downstream
581
582
583
584
585
586
587
588
589
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-C Cross Section 25 -Pool
Reach 2 Approx. Bankfull Floodprone Area
Upstream Downstream
578
579
580
581
582
583
584
585
586
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-4 Cross Section 26 -Pool
Reach 2 Approx. Bankfull Floodprone Area
Upstream Downstream
579
580
581
582
583
584
585
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-4 Cross Section 27 -Riffle
Reach 2 Approx. Bankfull Floodprone Area
Upstream Downstream
576
577
578
579
580
581
582
583
584
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-4 Cross Section 28 -Riffle
Reach 2 Approx. Bankfull Floodprone Area
Upstream Downstream
574
575
576
577
578
579
580
581
582
583
0 5 10 15 20 25 30 35 40 45 50
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Poplin Ridge Reach UT1-4 Cross Section 29 -Pool
Reach 2 Approx. Bankfull Floodprone Area
Appendix B. Poplin Ridge MY0 - 2015 Pebble Count Data

Pebble Count Data Summary
Substrate Sample As-Built - MY0 - 2015 MY1 - 2015 MY2 - 2016 MY3 - 2017 MY5 - 2019 MY7 - 2021
Stream Reach From Pebble Count Pebble Count Pebble Count Pebble Count Pebble Count Pebble Count
Cross Sections D50 (mm) D84 (mm) D50 (mm) D84 (mm) D50 (mm) D84 (mm) D50 (mm) D84 (mm) D50 (mm) D84 (mm) D50 (mm) D84 (mm)
UT1-1 9 15 59
UT1-2 13, 15 0.062 26
UT1-3 19, 20 25 60
UT1-4 27, 28 14 32
UT1-A 11 1.1 7.9
UT1-B 16 26 56
UT1-C 22, 24 24 60
UT2-3 5, 8 6.4 52
UT2-A 3, 4 13 30

Charts 1-10. MY0 Stream Reach Substrate Composition Charts

Chart 1.

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
UT1-1 UT1-2 UT1-3 UT1-4 UT1-A UT1-B UT1-C UT2-3 UT2-A
Poplin Ridge MY0 Substrate Composition
Silt/Clay Sand Gravel Cobble Boulder Bedrock
Appendix B. Poplin Ridge MY0 - 2015 Pebble Count Data

Chart 2.

Chart 3.

Chart 4.

0%
10%
20%
30%
40%
50%
60%
70%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-1 MY0 -Substrate Composition
0%
10%
20%
30%
40%
50%
60%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-2 MY0 -Substrate Composition
0%
10%
20%
30%
40%
50%
60%
70%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-3 MY0 -Substrate Composition
Appendix B. Poplin Ridge MY0 - 2015 Pebble Count Data

Chart 5.

Chart 6.

Chart 7.

0%
10%
20%
30%
40%
50%
60%
70%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-4 MY0 -Substrate Composition
0%
5%
10%
15%
20%
25%
30%
35%
40%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-A MY0 -Substrate Composition
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-B MY0 -Substrate Composition
Appendix B. Poplin Ridge MY0 - 2015 Pebble Count Data

Chart 8.

Chart 9.

Chart 10.

0%
10%
20%
30%
40%
50%
60%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT1-C MY0 -Substrate Composition
0%
5%
10%
15%
20%
25%
30%
35%
40%
45%
50%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT2-3 MY0 -Substrate Composition
0%
10%
20%
30%
40%
50%
60%
70%
Silt/Clay Sand Gravel Cobble Boulder Bedrock
UT2-A MY0 -Substrate Composition
Appendix B. Stream Photos

Appendix B.
Poplin Ridge Stream Photos

UT1-1 STA 8+53 Looking Upstream (4/29/2015)

UT1-2 STA 14+58 at Crossing (4/29/2015)

UT1-2 STA 21+50 Looking Upstream (4/29/2015)

UT1-3 STA 26+50 at Crossing (4/29/2015)

UT1-3 STA 27+50 Looking Downstream (4/29/2015)

UT1-4 STA 47+20 Looking Upstream (4/29/2015)

Appendix B. Stream Photos

Poplin Ridge Stream Photos

UT1-A STA 2+00 Looking Downstream (4/29/2015)

UT1-B STA 9+86 Looking Downstream (4/29/2015)

UT1-C STA 2+50 Looking Upstream (4/29/2015)

UT2-1 STA 4+50 Looking Upstream (4/29/2015)

UT2-2 STA 11+00 Pond Bottom (US) (4/29/2015)

UT2-2 STA 11+00 Looking Downstream (4/29/2015)

Appendix B. Stream Photos

Poplin Ridge Stream Photos

UT2-2 STA 7+59 Looking Downstream (4/29/2015)

UT2-3 STA 13+83 Looking Downstream (4/29/2015)

UT2-4 STA 20+39 Looking Downstream (4/29/2015)

UT2-A STA 1+22 Looking Upstream (4/29/2015)

UT2-A STA 2+62 Looking Downstream (4/29/2015)

Poplin Ridge Typical Easement Marker (4/29/2015)

Appendix B. Stream Photos

Poplin Ridge Stream Photos
Crest Gauges, Rain Gauge and Bank Pins

Crest Gauge 1 (4/29/2015)

Crest Gauge 2 (4/29/2015)

Crest Gauge 3 (4/29/2015) Rain Gauge/Ambient (4/29/2015)

Bank Pin Array 1 UT2-2 STA 13+10 (4/29/2015)

Bank Pin Array 2 UT2-3 STA 17+50 (4/29/2015)

Appendix B. Stream Photos

Poplin Ridge Bank Pin Array Photos

Bank Pin Array 3 UT1-2 STA 18+75 (4/29/2015)

Bank Pin Array 4 UT1-3 STA 28+75 (4/29/2015)

Bank Pin Array 5 UT1-C STA 4+60 (4/29/2015)

Bank Pin Array 6 UT1-4 STA 40+10 (4/29/2015)

APPENDIX C

Vegetation Data and Tables

Table 7a. Baseline Planted Species Summary
Table 7b. Vegetation Plot Mitigation Success Criteria Summary
Table 7c. Vegetation Plot Data Summary (Species by Plot)
Vegetation Plot Photos

Appendix C. Vegetation Assessment Data

Table 7a. Baseline Planted Species Summary
Planted Date: April 14, 2015
Scientific Name Common Name Species Type Total Stems Planted
Asimina triloba Pawpaw Bare Root 800
Betula nigra River Birch Bare Root 1,000
Cephalanthus occidentalis Common Buttonbush Bare Root 200
Liriodendron tulipifera Tuliptree Bare Root 1,000
Malus angustifolia Crab Apple Bare Root 100
Morella cerifera Wax Myrtle Bare Root 200
Nyssa sylvatica Blackgum Bare Root 200
Platanus occidentalis American sycamore Bare Root 2,000
Quercus falcata Southern Red Oak Bare Root 3,500
Quercus michauxii Swamp Chestnut Oak Bare Root 500
Quercus nigra Water Oak Bare Root 1,000
Quercus phellos Willow Oak Bare Root 2,500
Quercus rubra Northern Red Oak Bare Root 2,500
Total 15,500
Salix nigra Black Willow Live Stake 3,000
Populus deltoides Cottonwood Live Stake 2,500
Cornus amomum Silky Dogwood Live Stake 2,000
Total 7,500

Table 7b. Vegetation Plot Mitigation Success Criteria Summary
Plot #
Stream/
Wetland
Stems/Acre Volunteers
Total Stems/Acre
(Including Unknown
Species)
Success
Criteria
Met?
1 1093 0 1093 Yes
2 769 0 809 Yes
3 1012 0 1012 Yes
4 1093 0 1093 Yes
5 1295 0 1295 Yes
6 1012 0 1052 Yes
7 1052 0 1052 Yes
8 890 0 890 Yes
9 971 0 971 Yes
10 931 0 931 Yes
11 1093 0 1214 Yes
12 931 0 971 Yes
13 1335 1376 Yes
Project
Average 1037 0 1058 Yes
Appendix C. Vegetation Assessment Data

Table 7c. Vegetation Plot Data Summary (Species by Plot)
Current Plot Data (MY0 2015) Annual Means
Scientific Name Common Name
Species
Type
95359-01-0001 95359-01-0002 95359-01-0003 95359-01-0004 95359-01-0005 95359-01-0006 95359-01-0007 MY0 (2015)
PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Asimina triloba pawpaw Tree 1 1 1 4 4 4 21 21 21
Betula nigra river birch Tree 8 8 8 6 6 6 1 1 1 27 27 27
DONTKNOW: unsure
record 1 1 1 1 1 1 7 7 7
Liriodendron tulipifera tuliptree Tree 1 1 1 12 12 12 6 6 6 3 3 3 1 1 1 34 34 34
Platanus occidentalis American sycamore Tree 2 2 2 3 3 3 3 3 3 7 7 7 26 26 26
Quercus oak Tree 6 6 6 18 18 18 12 12 12 14 14 14 10 10 10 126 126 126
Quercus alba white oak Tree 9 9 9
Quercus falcata southern red oak Tree 3 3 3 10 10 10
Quercus michauxii swamp chestnut oak Tree 2 2 2 1 1 1 2 2 2 8 8 8
Quercus nigra water oak Tree 14 14 14 4 4 4 1 1 1 22 22 22
Quercus phellos willow oak Tree 4 4 4 9 9 9 3 3 3 9 9 9 6 6 6 5 5 5 50 50 50
Stem count 27 27 27 20 20 20 25 25 25 27 27 27 32 32 32 26 26 26 26 26 26 340 340 340
size (ares) 1 1 1 1 1 1 1 13
size (ACRES) 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.32
Species count 4 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 11 11 11
Stems per ACRE 1093 1093 1093 809.4 809.4 809.4 1012 1012 1012 1093 1093 1093 1295 1295 1295 1052 1052 1052 1052 1052 1052 1058 1058 1058

Current Plot Data (MY0 2015) (Continued) Annual Means
Scientific Name Common Name Species Type
95359-01-0008 95359-01-0009 95359-01-0010 95359-01-0011 95359-01-0012 95359-01-0013 MY0 (2015)
PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Asimina triloba pawpaw Tree 2 2 2 7 7 7 5 5 5 2 2 2 21 21 21
Betula nigra river birch Tree 7 7 7 5 5 5 27 27 27
DONTKNOW: unsure record 3 3 3 1 1 1 1 1 1 7 7 7
Liriodendron tulipifera tuliptree Tree 5 5 5 6 6 6 34 34 34
Platanus occidentalis American sycamore Tree 2 2 2 3 3 3 3 3 3 3 3 3 26 26 26
Quercus oak Tree 18 18 18 8 8 8 7 7 7 17 17 17 12 12 12 4 4 4 126 126 126
Quercus alba white oak Tree 1 1 1 7 7 7 1 1 1 9 9 9
Quercus falcata southern red oak Tree 1 1 1 1 1 1 1 1 1 4 4 4 10 10 10
Quercus michauxii swamp chestnut oak Tree 3 3 3 8 8 8
Quercus nigra water oak Tree 1 1 1 2 2 2 22 22 22
Quercus phellos willow oak Tree 2 2 2 5 5 5 3 3 3 4 4 4 50 50 50
Stem count 22 22 22 24 24 24 23 23 23 30 30 30 24 24 24 34 34 34 340 340 340
size (ares) 1 1 1 1 1 1 13
size (ACRES) 0.02 0.02 0.02 0.02 0.02 0.02 0.32
Species count 4 4 4 6 6 6 4 4 4 6 6 6 5 5 5 10 10 10 11 11 11
Stems per ACRE 890.3 890.3 890.3 971.2 971.2 971.2 930.8 930.8 930.8 1214 1214 1214 971.2 971.2 971.2 1376 1376 1376 1058 1058 1058
Appendix C. Poplin Ridge Vegetation Photos

Appendix C.
Poplin Ridge Vegetation Plot Photos

Vegetation Plot 1 (4/28/2015)

Vegetation Plot 2 (4/28/2015)
Vegetation Plot 3 (4/28/2015) Vegetation Plot 4 (4/28/2015)

Vegetation Plot 5 (4/29/2015)

Vegetation Plot 6 (4/29/2015)
Appendix C. Poplin Ridge Vegetation Photos

Poplin Ridge Vegetation Plot Photos

Vegetation Plot 7 (4/29/2015)

Vegetation Plot 8 (4/29/2015)
Vegetation Plot 9 (4/29/2015) Vegetation Plot 10 (4/29/2015)

Vegetation Plot 11 (4/29/2015)

Vegetation Plot 12 (4/29/2015)
Appendix C. Poplin Ridge Vegetation Photos

Poplin Ridge Vegetation Plot Photos

Vegetation Plot 13 (4/29/2015)

APPENDIX D

Poplin Ridge As-Built Survey

As-Built Survey Plan Sheets

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE '
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY J
OF JULY, 2015.
2..OFE 04% 9
T_ ; Q�OISEAL�
rv} _r L-4551 zt; _
ER,P..S.#L4551
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TL
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOE
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIOP
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEN
PLATS RECORDED IN UNION COUNTY REGISTER OF DEEDS OFFICE PLAT
CABINET/SLIDE M, PAGES 255-256.
AS -BUILT CONTROL
POINTS:
TITLE,
VICINITY MAP, & SHEET INDEX
SHEET
2-
Point#
Northing(Y)
Easting(X)
Elevation(Z)
3-UT1-1 STA.
Description
1
479136.74
UT1-1
1532320.91
Easting
594.12
Elevation
TLS#1RBC
2
479096.11
6-
1532556.49
STA.
593.13
XS1
TLS#2RBC
3
479573.37
1532518.35
1532118.97
580.63
588.55
XS16
TLS# 3NL
4
479556.81
1528772.08
1532511.06
592.46
588.93
XS1
TLS#4NL
5
479917.88
1532592.51
1532670.92
581.21
593.12
XS16
TLS#5NL
6
480088.31
1528818.96
1532887.71
592.16
586.11
XS2
TLS#6RBC
7
479675.88
1532500.51
1532714.76
580.49
585.11
XS17
TLS#7NL
8
479350.58
1528806.43
1532603.63
591.35
585.92
XS2
TLS 8NL
9
478736.13
1532590.55
1532404.29
580.90
579.42
XS17
TLS#9NL
10
478439.15
1528842.38
1532243.27
591.37
579.31
XS3
TLS#10NL
11
478124.82
1532192.03
1532077.95
587.82
575.72
XS18
TLS#11 NL
12
477838.88
1528939.76
1532038.29
589.91
578.18
XS3
TLS#12NL
13
477439.70
1532220.65
1531930.14
587.75
573.98
XS18
TLS#13RBC
14
477615.57
1528974.08
1531823.54
589.29
577.26
XS4
TLS#14RBC
15
478033.42
1532302.09
1531948.50
586.81
584.58
XS19
TLS#15NL
16
478332.64
1528971.82
1532039.49
588.54
576.56
XS4
TLS#16NL
17
478620.01
1532331.95
1532120.52
586.10
583.86
XS19
TLS#17NL
18
478896.31
1528980.95
1532279.14
589.48
580.80
XS5
TLS#18NL
19
479756.97
1532362.00
1527712.64
576.69
602.60
XS20
TLS#19RBC
20
479879.13
1529201.79
1527920.72
588.30
605.59
XS5
TLS#20RBC
21
479603.76
1532410.92
1527898.85
577.86
600.94
XS20
TLS#21 DSC
22
479456.45
1529246.96
1528166.69
586.56
597.02
XS6
TLS#22NL
23
479163.80
1532373.15
1528244.61
576.90
597.70
XS21
TLS#23NL
24
479198.48
1529240.49
1528592.73
587.14
594.34
XS6
TLS#24NL
25
479034.38
1532422.06
1528804.48
578.47
591.41
XS21
TLS#25DSC
26
479567.94
1529250.22
1528766.73
586.67
598.47
XS7
TLS#26RBC
27
479301.35
1532079.47
1528891.03
576.35
595.74
XS22
TLS#27NL
28
478870.41
1528663.38
1529117.48
593.29
591.22
XS7
TLS#28NL
29
478511.64
1532116.96
1529233.57
575.21
587.62
XS22
TLS#29RBC
30
478428.25
1528657.00
1529539.95
593.89
589.58
XS8
TLS#30RBC
31
478282.43
1532061.63
1528637.02
576.48
594.60
XS23
TLS 31 NL
32
478291.60
1528674.32
1528835.93
593.02
596.73
XS8
TLS 32NL
33
478243.81
1532111.04
1529155.95
575.24
594.02
XS23
TLS#33NL
34
477243.75
1528685.68
1529671.29
594.24
587.08
XS9
TLS#34NL
35
477350.60
1527542.78
1529870.39
603.18
581.91
XS24
TLS#35RBC-TBM
AS -BUILT SURVEY OF
POPLIN RIDGE STREAM
RESTORATION PROJECT
UNION COUNTY,
NCEEP PROJECT#
/
NC
95359
\ I \
'A" \
\ \ I
NOT TO SCA�E
CROSS SECTION
REBAR COORDINATES:
TITLE,
VICINITY MAP, & SHEET INDEX
SHEET
2-
UT1-1
STA.
0+00 TO 6+80
SHEET
3-UT1-1 STA.
6+80 TO 10+00
SHEET
Description
UT1-1
Northing
Easting
5-
Elevation
Description
15+00 TO 20+00
Northing
6-
Easting
STA.
Elevation
XS1
RIGHTBANK
479457.66
STA.
1532518.35
SHEET
580.63
UT1-3
XS16
RIGHTBANK
479232.71
UT2-1
1528772.08
0+00
592.46
5+00
XS1
LEFTBANK
479431.07
STA.
1532592.51
TO
581.21
SHEET
XS16
LEFTBANK
479250.57
10+00 TO 15+00
1528818.96
20-
592.16
& UT24 STA.
XS2
RIGHTBANK
479407.52
UT24
1532500.51
20+00 TO 22+20
580.49
22-
XS17
RIGHTBANK
479190.60
TO
1528806.43
591.35
z
XS2
LEFTBANK
479389.68
U
1532590.55
K
580.90
z
Z
XS17
LEFTBANK
479225.35
1528842.38
<W
591.37
XS3
RIGHTBANK
479498.03
Lo
F� Lo
1532192.03
V) /1
587.82
W~�
Z z
XS18
RIGHTBANK
478948.55
0 OZ
1528939.76
��o
589.91
d
ZOw
XS3
LEFTBANK
479539.50
M-
1532220.65
587.75
XS18
LEFTBANK
478985.53
1528974.08
w
0
Of
589.29
z
0
XS4
RIGHTBANK
479413.83
1532302.09
586.81
XS19
RIGHTBANK
478933.87
1528971.82
588.54
XS4
LEFTBANK
479454.38
1532331.95
586.10
XS19
LEFTBANK
478983.07
1528980.95
589.48
XS5
RIGHTBANK
478890.32
SHEE�1 of 22
1532362.00
576.69
XS20
RIGHTBANK
478604.01
1529201.79
588.30
XS5
LEFTBANK
478902.93
1532410.92
577.86
XS20
LEFTBANK
478625.58
1529246.96
586.56
XS6
RIGHTBANK
478859.09
1532373.15
576.90
XS21
RIGHTBANK
478569.68
1529240.49
587.14
XS6
LEFTBANK
478869.73
1532422.06
578.47
XS21
LEFTBANK
478618.98
1529250.22
586.67
XS7
RIGHTBANK
478373.91
1532079.47
576.35
XS22
RIGHTBANK
478320.33
1528663.38
593.29
XS7
LEFTBANK
478340.87
1532116.96
575.21
XS22
LEFTBANK
478370.09
1528657.00
593.89
XS8
RIGHTBANK
478331.96
1532061.63
576.48
XS23
RIGHTBANK
478320.41
1528674.32
593.02
XS8
LEFTBANK
478323.71
1532111.04
575.24
XS23
LEFTBANK
478369.34
1528685.68
594.24
XS9
RIGHTBANK
479688.36
1527542.78
603.18
XS24
RIGHTBANK
478349.98
1529236.23
587.93
XS9
LEFTBANK
479735.08
1527560.58
603.94
XS24
LEFTBANK
478394.64
1529213.57
588.40
XS10
RIGHTBANK
479677.49
1527566.07
603.32
XS25
RIGHTBANK
478355.13
1529262.46
587.69
XS10
LEFTBANK
479724.58
1527582.47
603.16
XS25
LEFTBANK
478400.26
1529240.18
587.35
XS11
RIGHTBANK
479727.89
1527895.16
599.17
XS26
RIGHTBANK
478114.03
1529621.12
583.47
XS11
LEFTBANK
479754.71
1527937.46
599.75
XS26
LEFTBANK
478139.76
1529664.20
584.09
XS12
RIGHTBANK
479519.51
1528040.67
597.03
XS27
RIGHTBANK
478088.38
1529634.79
583.88
XS12
LEFTBANK
479545.83
1528083.45
597.30
XS27
LEFTBANK
478111.17
1529679.41
583.46
XS13
RIGHTBANK
479499.25
1528049.06
596.72
XS28
RIGHTBANK
477500.71
1529742.83
581.91
XS13
LEFTBANK
479515.19
1528096.61
596.91
XS28
LEFTBANK
477481.84
1529789.55
580.60
XS14
RIGHTBANK
479106.84
1528582.86
593.23
XS29
RIGHTBANK
477480.17
1529736.57
581.83
XS14-15
LEFTBANK 479154.58
1528598.10
592.23
XS29
LEFTBANK
477475.00
1529786.93
580.63
XS15
RIGHTBANK
479105.51
1528606.35
592.90
UT
REFERENCES:
OWNER:
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
302 JEFFERSON STREET, SUITE 110
RALEIGH, NC 27605
DESIGNER:
WK DICKSON
720 CORPORATE CENTER DR
RALEIGH, NC 27607
[phone]
CONTRACTOR:
WRIGHT CONTRACTING
LAWNDALE,NC
[phone]
1 �
- -I
I
I
SHEETINDEX
I
SHEET
1-
TITLE,
VICINITY MAP, & SHEET INDEX
SHEET
2-
UT1-1
STA.
0+00 TO 6+80
SHEET
3-UT1-1 STA.
6+80 TO 10+00
SHEET
4-
UT1-1
& UT1-2 STA. 10+00 TO 15+00
SHEET
5-
UT1-2
STA.
15+00 TO 20+00
SHEET
6-
UT1-2
STA.
20+00 TO 25+00
SHEET
7-
UT1-3
STA.
25+00 TO 30+00
SHEET
8-
UT1-3
STA.
30+00 TO 35+00
SHEET 9- UT14 STA. 35+00 TO 40+00
SHEET 10- UT14 STA. 40+00 TO 45+00
SHEET 11- UT14 STA. 45+00 to 48+20
SHEET
12-
UT1-A
STA.
0+00
TO
2+89
SHEET
13-
UTI -B
STA.
0+00
TO
6+00
SHEET
14-
UT1-13
STA.
6+00
TO
11+44.7
SHEET
15-
UT1-C
STA.
0+00
TO
5+00
SHEET
16-
UTI -C
STA.
5+00
TO
10+01
SHEET
17-
UT2-1
STA.
0+00
TO
5+00
SHEET
18-
UT2-2
STA.
5+00
TO
10+00
SHEET
19-
UT2-2
& UT2-3 STA.
10+00 TO 15+00
SHEET
20-
UT2-3
& UT24 STA.
15+00 TO 20+00
SHEET
21-
UT24
STA.
20+00 TO 22+20
SHEET
22-
UT2-A
STA.
0+00
TO
5+06
O
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DATE:
04/27/2015
SURVEYED BY:
DST/JAPIDTH
DRAWN BY:
ROBIDST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE 95W9 AB TLS_F
SCALE: AS SHOWN
SHEE�1 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
L_CA��,^ �'��Na 7.l�fi1 cJ�/ aec /9 /S9�' ,
DAVID S. TURNER, P .S. #L-4551 = :y L-4551 0
S.
S I IT
LEGEND:
—•—•—•—THALWEG
-----TOP OF BANK
---------- BANK TOE
LCE CONSERVATION EASEMENT
-- LIMITS OF AS—BUILT SURVEY
— — — — EX. THALWEG(BY OTHERS)
—EX. PROPERTY LINE
(NOT SURVEYED)
BEDROCK
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN SILL
�Q ROCK STEP POOL
••
F
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (2204)
1"=60'11x17)
CONTOUR IN RVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
/LCE —LCE LCE
SCE
LCE
SCF
CA \
0
x'44+50 ��F\
BEGIN REACH UT1-1
STA. 0+00 1
OOxc>
ti3+p
a 0 cn
r \ (0(+00 TO 6+80) o ++ 05
^ N \' EXISTINGEDCONDIITIIONS \' + — \ .
BY OTHERS) +' . __y_ \
1+50/ \
' \REACH UT1-1
BEGIN PRESERVATION
STA. 1+20
PROPERTY LINE \
BY OTHERS
30l 301 -
\\ CONSERVATION
EASEMENT
BY OTHERS
303 WI
_ 307
- 3OT
S
�
I
LO
Lu 0) ^00
o/
\
cn 1
�0OI
mI
ANN
j�
Mi
GD
0 z F
STA.
6+92
At
END
BEG.
UT1-1 PRESERVATION
UT1-1 ENHANCEMENT 1
303 WI
_ 307
- 3OT
S
LO
Lu 0) ^00
U
�0OI
c ..
ANN
j�
GD
0 z F
7 \
V) c
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DATE:
04/27/2015
SURVEYED BY:
DSTMAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE 95359 AB TLS F
SCALE:
AS SHOWN
SHEET
2of22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY , 2015.
o CARO"',,
�`.2�.DEi/SSI ;�; 2q�•
2NER,P.L.S. #L4551 = :y -4551 0
- y +
SURA��`��c
LEGEND:
Northing
—•—•—•—THALWEG
Elevation
— — — —
— TOP OF BANK
----------
BANK TOE
LCE
CONSERVATION EASEMENT
-------------
LIMITS OF AS -BUILT SURVEY
— — —
— EX. THALWEG(BY OTHERS)
— —
EX. PROPERTY LINE
479677.49
(NOT SURVEYED)
603.32
Sr `
BEDROCK
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN
•
ROCK STEP •O•
GRADEEE RIFFLE O•O
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1 "=60'1 1 x17)
CONTOUR IN RVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
ARESB'ARg
W/CAP
CONSERVATION
EASEMENT LCE
BY OTHERS 77
LCE / S
LCE
-LCE I LCE LCE LCELCE i>
VP5 1C7
COIR MATTING L :1
1 STABILIZATION O
UT1-1
(6(+8Ut�0 TO 10��+00) THALWEG � _ o ' Z
EXiSTI NG�CONDITIONS + + / \ I m
1 BY OTHERS) O (n
�I T
k 4 + — t — 11
o — / CD FLOW ROCK
Im
=1 \.—I = U) 599.78 I�
mm ROCK
I VANE CROSS X /
A601.58 / 30
1
301
END UT1921 PRESERVATION
BEG. UT1-1 ENHANCEMENT 1 — 3C3-
-----3J7_ —301-
307
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS9
RIGHTBANK
479688.36
1527542.78
603.18
XS9
LEFTBANK
479735.08
1527560.58
603.94
XS10
RIGHTBANK
479677.49
1527566.07
603.32
XS10
LEFTBANK
479724.58
605ma
603.16
N
d7 J 0 r�
605
604
m--
n�
m
I 3
- -
mr1i
604
rim
z
w
00
~
z
m
m
a
�o
6040
J
0
m-604
603
No
J
0.^
z
a N
603
nm
z
0
0
n
OfU
m � D
H
0
o
m
m
�U
m
m
In
w o
0U7)
CROSS SECTION SCALE
L0
0
n
wZ�z
m m
(DOJo
CD
Q — O o
o
N
W<�
ZOw
a
n o
W
D
HORIZONTAL:1"=10'(22x34)
603 o
r
n/
No -m
m
0
603
602
0
0
0
DATE: 01/27/2015
O
m a
o m
602
1"=20'(11x17)
`D
coo
0
0
'O
n n
No
DSTIEGT
`O
rn
FILE:
POPLIN RIDGE_95359_AB TLS_F
VERTICAL: 1"=2'(22x34)0
SCALE: AS SHOWN
tD
`n
0
o
N
601
1"=4'(11x17)
602
-o
,o o
N m
602
601
r
-
TBL-LEFT TOP OF BANK
o 0co 0
o
`o
o
m
TBR -RIGHT TOP OF BANK
601
N
p -
o o
- fO
601
600
co
o
600
BBL -LEFT BANK TOE
N-
a (0
m
BBR-RIGHT BANK TOE
coo
rn
UT1-1
O
h
m
T1-1
PN -THALWEG
600
N n
o
[CROSS SECTION 9'
600
599
co
[CROSSAECTION
10
599
0 o
STATION 8+53
N
SATION 8+78
599
599
598
598
0+00
0+10
0+20
0+30 0+40 0+50
0+00
0+10
0+20
0+30
0+40
0+50
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS9
RIGHTBANK
479688.36
1527542.78
603.18
XS9
LEFTBANK
479735.08
1527560.58
603.94
XS10
RIGHTBANK
479677.49
1527566.07
603.32
XS10
LEFTBANK
479724.58
1527582.47
603.16
LOU
Lu 0" � DO
> C0
TW
N N
CO ?�
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DATE: 01/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_95359_AB TLS_F
SCALE: AS SHOWN
SHEET
3 of 22J,

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
CARO'/,,,�
t� � 2�6FESS/pt;'�y��-
DAVID S. TURNER/P.L.S. #L-4551 = .y L-4551 0.
p'yp
SUR\,
'�,, ��I�S�in VO p�•
-•-•-•-THALWEG
Northing
Easting
- - - - - TOP OF BANK
RIGHTBANK
--------- BANK TOE
�Q
ROCK STEP POOL
—LCE CONSERVATION EASEMENT
LEFTBANK
479545.83
•----------- LIMITS OF AS -BUILT SURVEY
- - - - EX. THALWEG (BY OTHERS%
1528083.45
RIFFLE GRADE CONTROL
- —EX. PROPERTY LINE
479499.25
(NOT SURVEYED)
cmm=
ROCK SILL
479515.19
BEDROCK
O-)LU0 Cry
ROCK CROSS VANE
RIP RAP
LOG STRUCTURE
LIVE CUTTING BUNDLE/
LOG GRADE
LIVE PLANTING
rnk'70ni CrDi inn SDC
\/D
vC(CTATl0hI PI r1T
AS—BUILI SURVLY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1`30' (22x34)
1"=60'11x17)
CONTOUR IN RVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
XS12
RIGHTBANK
479519.51
1528040.67
XS12
LEFTBANK
479545.83
0(N N j

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY , 2015.
S. TURNER, P.L.S. #L4551
CARO"',
.� L-4551 cc: c
9y ,O
SUVO..
s. T U?oo
LEGEND:
FLOODPLAIN SILL
— — • — • — THALWEG
— — — — —TOP OF BANK
U
LJ r� OD
---------- BANK TOE
ROCK STEP POOL
LCE CONSERVATION EASEMENT
------------- LIMITS OF AS–BUILT SURVEY
— — — — EX. THALWEG(BY OTHERS)
Tw
N
0 U 00
RIFFLE GRADE CONTROL
— —EX. PROPERTY LINE
�
0ZOI ino
(NOT SURVEYED)
aom�.o�D
ROCK SILL
W =� ra:E'
n`<•' : n< BEDROCK
RIP RAP
ROCK CROSS VANE
LOG STRUCTURE
01JO Ev
LIVE CUTTING
BUNDLE/
LOG GRADE
°M'
LIVE PLANTING
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS–BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
UT1-2
(15+00 TO 20+00)
'----301 -
CONSERVATION
EASEMENT
BY OTHERS
'Fv�
If 11
x°� j TOP OF p x /
U�1, px / _ _ — \ — + BANK
Cn/ �' 594
� F
TRE LINE
RIFFLE FLOODPLAIN
GRAD 596
—598 CONTROL
Sgt
---moo` AT 23
- --'----------- Lg
---------------LCE------------ ---
- LCE ------ ��h•-"'--- TCE NAIL
LIMITS OF�
AS–BUILT
SURVEY
."fi.
UT1-2
.'e:T.,
:�T:
PROFILE SCALE
HORIZONTAL: 1"=30'(22x34)
1 "=60'(11 x17)
VERTICAL: 1"=3'(22x34)
1"=6'(11x17) _
RIGHT TOP LEFT NK
OF BANK i0F BANK
�-
594
U
LJ r� OD
> OI
Tw
N
0 U 00
�
0ZOI ino
a
W =� ra:E'
m Qrsl m
01JO Ev
m
°M'
rn
n m m
m
m
592 '"1
3
,v°'i
� 1 �
a
"� m
Z
z
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H
0
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590
CL
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3
W
0
0
of
z
0
DATE:
04/27/2015
SURVEYED BY:
DST/JAP/DTH
588
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
15+00
FILE:
+50
POPLIN RIDGE_ 95359_ AB_TLS _F
16+00
SCALE: AS SHOWN
+50
17+00
SHEET
5 of 22
+50
c
A.
PROPERTY LINE
BY OTHERS\
IQ
N
N
�
0
L I iI_
18+00 +50 19+00
+50
[.1119,
598
596
594
592
� A
0
d 590
m�
m
588
20+00
U
LJ r� OD
> OI
Tw
N
0 U 00
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W =� ra:E'
m Qrsl m
01JO Ev
MW9-
� 3
3
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a
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CL
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3
W
0
0
of
z
0
DATE:
04/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_ 95359_ AB_TLS _F
SCALE: AS SHOWN
SHEET
5 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN •9
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE LIMITS OF I ��bCjko�
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AS -BUILT UT1-2
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE -_„ SURVEY (20+00 TO 25+00)
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS --__- _________ UTI -B
"--'-""--"-""
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY a'n - W
OF JULY, 2015. 30l 35i-'--""----------'- -" SEE SHEET 14
hr 301 hg`ti
CAR�" --_- 594 r�IdAIL#24
�.OQ4N
CARO"*,essz' 594
�k
Gf/LLCYl `.2 epFy9 Y9 y' 593 I 591 c
L)c � :aD7l9/sem. o \\
DAVID S. TURNE , P.L.S. #L-4551 = ;� L-4551 z: _ m LIVE N
!� PLANTING TOP OF N m
CA 592 THALWEG N BANK + CN.) p N \
+ Lf�i . � CA � h t
F /
LEGEND:
Northing
Easting
FLOODPLAIN SILL
—•—•—•—THALWEG
479106.84
1528582.86
593.23
— — — —
—TOP OF BANK
1528598.10
----------
BANK TOE��
479105.51
ROCK STEP POOL
LCE
CONSERVATION EASEMENT
�""
M
-------------
— — —
LIMITS OF AS -BUILT SURVEY
— EX. THALWEG (By OTHERS)
m
RIFFLE GRADE CONTROL
— —
— EX. PROPERTY LINE
m N
Cy) LU0 C:
(NOT SURVEYED)
aaz+areo
ROCK SILL
Q O }
MDG
BEDROCK
N
o
m
RIP RAP
0
ROCK CROSS VANE
LOG STRUCTURE
m
LIVE CUTTING BUNDLE/
M000 Z
LOG GRADE
LIVE PLANTING
W uj
W
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60'11x17)
CONTOUR IN RVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS14 RIGHTBANK
479106.84
1528582.86
593.23
XS14-15 LEFTBANK
479154.58
1528598.10
592.23
XS15 RIGHTBANK
479105.51
1528606.35
592.90
—�' 597_ / VP7
—LCE
------------
/
598 �r -
%k
^ OODPLAIN I
iCE-.......
-LC�
LCE —LCE
CONSERVATION PROPERTY LINE
EASEMENT BY OTHERS
BY OTHERS
I I PROFILE PROFILE SCALE
HORIZONTAL: 1"=30'(22x34)
ull 596 rn [AS-BUILT
TA 20+00 TO 25+00 1^=60'(11x17)
oo T,=6, 1 "_ (22x34)
VERTICAL: 11x
cm 0 1"=6'(11x17)
_I
592
oma
0
590 o
v
Ln U
LLJ <T n DO
ZR
0(-4 j�
M
o
m
6-0
U0
w=� r—Co.22
m N
Cy) LU0 C:
MN
noq
Q O }
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m
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M000 Z
W uj
W
a
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N
Z
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m
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of
.n
m
m
omn
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m
m
588
�I
+
0>)
N
in.
m
VJ
m
m
N
mrnrn
mm
m
m
m
m
06
m
0-
//
/
VJ
Z ()� LU
LU
�Jz
0
w
0
M.
584 1- --
20+00 +50 21+00 +50 22+00
END REACH UT1-2
BEGIN REACH UT1-3
STA. 24+96
(UT1-B STA. 11+44.7)
WIN
R4:I?
Rte!
— - LE - lop — 592
OF oo,NK
T—TT—�
_ — — 590
in
Co
mm m m m
N�
000) ro-� w� to N n m m a vni . m ro. 588
m M m M
LOT) m m m N. m 0,6 m m Co m n n �. M p m I� r N
m m m m ^ Y? a a a v?
amD0 mN�wm (6 r
m m .Sas
00 to
584
+50 23+00 +50 24+00 +50 25+00
595 595
594 �o 594
594 - mM 594 m MN
wm
m� m �n 593 �m m f "' 593
N
CROSS SECTION SCALE 593 rnw - F - a o 593 �� N N n m
HORIZONTAL: 1"=10'(22x34) m� Na m ° N 592 rn J a N N �, 592
1"=20'(11x17) ry am m m m tO m m o m �n N rn m m,
VERTICAL: 1"=2'(22x34) 592 0 rn- 0 N 0 rn m 592 N rn ^ J rm O
1"=4'(11x17) N m m N 0 m m 591 �- °i - m 3 m o a 591
TBL-LEFT TOP OF BANK O• _ `O _ 'a N � 0
TBR -RIGHT TOP OF BANK 591 rn rn up I 591 Co a °'
BBL -LEFT BANK TOE m 'o - W 590 '� 0.m m m — - 590
BBR-RIGHT BANK TOE ob 590 o m
TW -THALWEG 590 o m nN UT1-2
UT1-2 589 n o CROSS SECTION 15 589
589 m m m� CROSS SECTION 14 589 m m STATION 22+21
m STATION 22+08 588 - 0 5aa
588 - � m - -- 588 0+00 0+10 0+20 0+30 0+40 0+50
0+00 0+10 0+20 0+30 0+40 0+50
Ln U
LLJ <T n DO
ZR
0(-4 j�
Z�
U=W
n
(o
U0
w=� r—Co.22
m N
Cy) LU0 C:
Q O }
MDG
I 3
CL_ 3
M000 Z
W uj
W
a
Z
N
Z
z
r
D
z
J
Z
z
O
m
z
J
O
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a
U
S
F
O
0
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O
VJ
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0-o°
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<
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/
VJ
Z ()� LU
LU
�Jz
0
w
0
z
DATE: 04/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_95359 AB_TLS _F
SCALE: AS SHOWN
SHEET
6 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
7 ; 2. bFEss/ H yy
.L.S. #L-4551 = :y L-4551 0:
suio�i.��`
END REACH UT1-
BEGIN REACH UT1-
STA. 24+5
(UT1–B STA. 11+44.
LEGEND:
Northing
Easting
FLOODPLAIN SILL
—•—•—•—THALWEG
478948.55
1528939.76
— — — —
— TOP OF BANK
XS18
----------
BANK TOE
1528974.08
ROCK STEP POOL
LCE
CONSERVATION EASEMENT
RIGHTBANK
478933.87
-------------
— — —
LIMITS OF AS–BUILT SURVEY
— EX. THALWEG (By OTHERS)
N
RIFFLE GRADE CONTROL
— —EX.
PROPERTY LINE
1528980.95
589.48
N
(NOT SURVEYED)
ROCK SILL
586
BEDROCK
9� N
584
W N
N
YZ
NNIZ
c
RIP RAP
M
mM '0a
'too
ROCK CROSS VANE
0
LOG STRUCTURE
LIVE CUTTING BUNDLE/
1 r
LOG GRADE
LIVE PLANTING
1 1 w
Z ZD
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS–BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (2204)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES:
Description
Northing
Easting
Elevation
XS18
RIGHTBANK
478948.55
1528939.76
589.91
-
XS18
LEFTBANK
478985.53
1528974.08
589.29
O
XS19
RIGHTBANK
478933.87
1528971.82
588.54
N
XS19
LEFTBANK
478983.07
1528980.95
589.48
N
/v
594 e
"
592 <
590
588
M
580
25+00
'VI IV, I
ILT PROFILE
PROFILE SCALE
rn �
m
a,
586
N
N�
VERTICAL: 1"=3'(22x34)
584
-
M
580
25+00
'VI IV, I
ILT PROFILE
PROFILE SCALE
UT1-3
HORIZONTAL: 1"=30'(22x34)
X00 TO 30+00
1"=60'(11x17)
N m
VERTICAL: 1"=3'(22x34)
1"=6'(11x17)
ro
M�
594
O
N m
N N p�
M
In
�p t0 m m
C'
O
N
nri
N In
N
N
Vl
N] to m m N N
N m
n[
588
m
N
<p tp
d a0
586
N
9� N
584
W N
N
YZ
NNIZ
c
m
n
M
mM '0a
'too
+50 26+00 +50 27+00
+50
In
N
TOP
JK
28+00 +50 29+00
+50
591
594
O
V
Lu nDO
> 0 0I C
592
591
C'
O
N
ro
_?
OWm
mf)
m0
Vl
N
n[
588
N
m
586
9� N
584
m 4 y:
c
m
n
M
mM '0a
'too
-
0
30+000
1 r
a
1 1 w
Z ZD
F
zM0010
mIm
28+00 +50 29+00
+50
591
594
O
V
Lu nDO
> 0 0I C
592
591
DCS^ OJm
N N Z
590
OD
591
OZOIOc
Z=07 d
588
N
586
9� N
584
m 4 y:
c
582
(D
z
30+000
591
O
V
Lu nDO
> 0 0I C
591
591
DCS^ OJm
N N Z
OD
591
OZOIOc
Z=07 d
N
0) U-1 C
mQ040
I
13-
(D
z
1 r
a
1 1 w
Z ZD
F
zM0010
mIm
ZD
N
a
w
r
D
z
Q
•J
Cn
Z
O
590
K
Q
Z
590
590 m�
ofQ
U
Itr
m
590
�U
O
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+
warn
O
SOLO
Q
C�/�/�^
JI.J..
WF– >
UZ
+
m
N
O
C) 0Nz
�a
W
Z 0. W
W
—�Oz
�0
C.i..i
w
O
i
DATE:
04/27/2015
589
0
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
C
DSTIEGT
m
589
589 a
—
f
SCALE: AS SHOWN
m
wm
589
CROSS SECTION SCALE
rn
m n•
m
mm
HORIZONTAL: 1"=10'(22x34)
588
m
m
n
1`?
N
m
588
m
588
o o q
588
1"=20'(11x17)
m
m
O
w
m
00
mN
Tw
N ppVERTICAL:1"=2'(22x34)
a6 m
°'
pp
m m m m
1"=4'(11x17)
587
m
587
587
587
TBL-LEFT TOP OF BANK
m
TBR -RIGHT TOP OF BANK
(6
m
r�
r1
BBL -LEFT BANK TOE
586
m co
N
-
—
586
586
586
BBR-RIGHT BANK TOE
'n m
n
m
,.,�
TW -THALWEG
°'.
UT1-3
m
UT1-3
585
CROSS
SECTION 18
585
Sas
m
CROSS SECTION 19
585
m
STATION 25+97
m
STATION 26+73
584
-
584
584
m
584
0+00
0+10
0+20
0+30
0+40 0+50
0+00
0+10
0+20
0+30
0+40 0+50
O
V
Lu nDO
> 0 0I C
DCS^ OJm
N N Z
OD
OZOIOc
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W
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�0
C.i..i
w
O
i
DATE:
04/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_ 95359_ AS 1LS_F
SCALE: AS SHOWN
SHEET
7 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
\oP,\\A CARO",,
DAVVIIDDUUS/��TU��RNEERR, .LSM./#LL 4551 ' :y L'4E5R5L1 pz:
9L•�.3Uvo,*'
SIIT J ```,
LEGEND:
Northing
FLOODPLAIN SILL
—•—•—•—THALWEG
Elevation
XS20
— — — — — TOP OF BANK
478604.01
---------- BANK TOE
—
ROCK STEP POOL
LCE CONSERVATION EASEMENT
0
478625.58
------------- LIMITS OF AS -BUILT SURVEY
— — — — EX. THALWEG (BY OTHERS)
0NN j�
RIFFLE GRADE CONTROL
— —EX. PROPERTY LINE
RIGHTBANK
478569.68
(NOT SURVEYED)
Dmn�.uco
ROCK SILL
BEDROCK
LEFTBANK
478618.98
RIP RAP
O]C� N N aha
mJ0 Ev
ROCK CROSS VANE
LOG STRUCTURE
LIVE CUTTING BUNDLE/
LOG GRADE
LIVE PLANTING
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD8312007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS20
RIGHTBANK
478604.01
1529201.79
—
588.30
XS20
LEFTBANK
478625.58
1529246.96
0NN j�
586.56
XS21
RIGHTBANK
478569.68
1529240.49
587.14
XS21
LEFTBANK
478618.98
1529250.22
O]C� N N aha
mJ0 Ev
586.67
UT1-4 �ksg(kTG
(34+50 TO 35+00) WjCAP
LIMITS OF CONSERVATION ____--_- - 3011F—
AS-BUILT BYSOTHERS 3g1�---'-' 3 3 589
SURVEY Y
-----------�m�----rte- 5g0
301-3� 1 587
--- ---------------
--------------
3Ol D—
--
5g8
589 END R UT1-3
301��301 sso THALWEG BEGIN STCH A. UT150 Q 585^
588 ROCK CROSS 587 �- x•583 ``_�
D— VAN + TOPAOK FLOODPLAIN
SILL
-588 LIVE
TING t� VP9 — / / 584 m
BUNDLE _ s ` + w / /
o r
CA) `P2d �' &�\ -o_ 8�_—+i UT1-3 I=
+ • STA. 33+76
+ IZ.— V' W v / a. \� — _•—• /• 6x -C 586 Im
m , + uT1-3 - / o STA. 10+01) Im
$�..I ' \ . + 585
/X • i (30+00 TO 34+50)
U) o i �s / / h/ --------- CO
---- -------- ---
-587 c� � -•__
--MITI UN 7 / a —LCE
m 588 Sgt 9+
—589:71M
589 V GRADEI
CONTROL REB'AJt9 UT1-C i o�
589W/CAP SEE SHEET 16
----
-----
LCE LCE LCE LCE LCE LCE LCE I U k9
a
590 I 590
AS -BUILT PROFILE PROFILE SCALE
RIGHT TOP UT1-3 HORIZONTAL: 1"=30'(22x34)(
588
1'=60'(11x17) 588
Yeo of BANK STA 30+00 TO 35+00 VERTICAL: 1"=3'(22x34)
LEFT TOP
o� OF BANK 1"=6'(11x17)
586 586
00
584 a n 10
N 584
V
m40
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oD N m M m 00 Tr O .�- M a NJ O uJ 01 M M m N
In In '� In In O m 1!l M O m (n M 0 n In O>
582 _�— : 'n . __. ,n _ n N m N to 'n m N N. _ i m ro u`°i m N v? N m vv N N N a 582
IN - N I00 Inn LO la N00
111 N
00 In m m
580 — - — _0 N 580
30+00 +50 31+00 +50 32+00 +50 33+00 +50 34+00 +50 35+00
590
—
—
590
589
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589
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588
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588
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588
587 2a '
U) LL ^. 0
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o
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587
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1"=20'(11x17)
a
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587
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0
DATE:
04/27/2015
SURVEYEDBY:
DST/JAPIDTH
587
586
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
o--�
586
VERTICAL:1"=2'(22x34)
n�
SHEET
8of22
m
m
N
o
m
roIN
CI
1"=4'(11x17)
o
111
'n
m
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m
TBL-LEFT TOP OF BANK
586 M
N n
o
m
n
o
-
586
585
- v°Ji
585
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N
�,
BBL -LEFT BANK TOE
m
m°
m
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3 N
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BBR-RIGHT BANK TOE
'n
585
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585
584
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n
m
N
n
m
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m
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N
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584
N
CROSS SECTION 20
584
583
L
o
&3
CROSS SECTION 21.
583
m
STATION 30+13
n
STATION 31+77
m
0
n �
583
—
—
583
582
582
0+00
0+10
0+20
0+30
0+40 0+50
0+00
0+10 0+20
0+30
0+40 0+50
U
W (3) ^ w
-1•T,
> 0 e
0NN j�
Z CO jw
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0zrn o0
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0
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o
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O 0
uiLu
w
z
0
DATE:
04/27/2015
SURVEYEDBY:
DST/JAPIDTH
DRAWN BY:
ROB/DST]
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE 95359 AB TLS F
SCALE: AS SHOWN
SHEET
8of22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
DAVID S. TURNER, P.V.S. #L4551
L4551
19y0
LEGEND:
Northing
FLOODPLAIN SILL
—•—•—•—THALWEG
XS26
RIGHTBANK
— — — — — TOP OF BANK
1529621.12
---------- BANK TOE
XS26
ROCK STEP POOL
LCE CONSERVATION EASEMENT
1529664.20
584.09
------------- LIMITS OF AS -BUILT SURVEY
— — — —EX. THALWEG (By OTHERS)
RIGHTBANK
RIFFLE GRADE CONTROL
— — — EX. PROPERTY LINE
583.88
XS27
(NOT SURVEYED)
a==MD
ROCK SILL
BEDROCK
Zm
o
d
RIP RAP
r M
ROCK CROSS VANE
LOG STRUCTURE
LIVE CUTTING BUNDLE/
LOG GRADE
O
LIVE PLANTING
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' (11X17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD8312007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS26
RIGHTBANK
478114.03
1529621.12
583.47
XS26
LEFTBANK
478139.76
1529664.20
584.09
XS27
RIGHTBANK
478088.38
1529634.79
583.88
XS27
LEFTBANK
478111.17
1529679.41
583.46
\ 3\
_ O 3
\ C) \3\
CONSERVA
RAP
" EASEMENT
TION
RESBARO ` OTHERS
W'/CAP
3 -39- -Ol 907--- 30l _ 301 303 30l
/5g6 a,
D
sas 565 VP12 �`�\ - - - a7�
TOP OF W P\
+ THALWEG rn BANK rn I I W — ) o ` 1=
Ln1 /1 584 CT f'`) —+ II4 01 11 CO +
C+ 1 , — — — — 582 + FLOW O -- - - 9 - +
CA 0
O_ -_
-- -�V---
583
82
—584 BANK
- - TOE —--_-5-83�-
Zmmn'j
-m T_OP OF/
BANKBANK
UT1-4 .STABL4ZAON_
,•�SITB�T (35+00 TO 40+00)AU
- ' - - - - - - - -- \S8S` I O
587J SURVEY -
- _ -
LCE \
LCE LCE LCE LCF
-" LCE LCE— --- --- - _
_—.
584 — —
AS -BUILT PROFILE PROFILE SCALE
UT1-4 HORIZONTAL: 1"=30'(22x34)
STA 35+00 TO 37+42 1AL: 11x17)
VERTICCAL: 1"=3'(22x34)
1"=6'(11x17)
582 n
o �
N - M Q rn
580 - Lon n m
to
578
35+00 +50
LEFT TOP
/OF BANK -- -�
Ll/ /
585 qqm
�
N
RIGHT TOP
OF BANK
rn
N
m
585
o
> UD OI
N
582 n
o �
N - M Q rn
580 - Lon n m
to
578
35+00 +50
LEFT TOP
/OF BANK -- -�
Ll/ /
36+00
+50
585 qqm
�
N
N
rn
N
m
585
o
> UD OI
N
36+00
+50
586
584
582
m
578
+50
585 qqm
N
toV
W 61 �DO
585
> UD OI
�w
ZU�
OO Z 01U
Zm
o
d
m
r M
Z0')w
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585
O
AWN
�J0'
Cry
m
mOGa-
}
3
Q�
584
-
3
584
N
�
N
��-
37+00
Q
586
584
582
m
578
+50
585 qqm
toV
W 61 �DO
585
> UD OI
�w
ZU�
OO Z 01U
Zm
o
585
Z0')w
U-1 =
585
AWN
�J0'
Cry
m
mOGa-
}
3
Q�
584
-
3
584
U
Z
��-
Q
W
Z
Il,
°�
zN
M1/z
584 m�
m
--�
584
F
583 ro
M
n
r1_j-
m_
,m .n
583
Z
O
Lq
N
W
CROSS SECTION SCALE
w
583
-
J
583
HORIZONTAL:1"=10'(22x34)rn
a
° A
U
o
2
0
m
a <
n
o n m
�U
1"=20'(11x17)
582 - --
-
—
°'
m
c
ri -°�
582
r<i
�? m
o
m
D?
VERTICAL: 1"=2'(22x34)
W
Z
'
UZ
W o
U
M
o
N
582 N
—�
m o m
Z ro
582
1"=4'(11X17)
a -
ZOW
It
I
°'
a
n m
J�Z
"�
�Nm
Nro N
0^ VJ
TBL-LEFT TOP OF BANK
581
n `
rn
'D -
581
z
z
N rn
N rn
0
TBR -RIGHT TOP OF BANK
DATE:
04/27/2015
SURVEYED BY:
DSTIJAPIDTH
581
DRAWN BY:
581
BBL -LEFT BANK TOE
ROBIDST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
BBR-RIGHT BANK TOE
580
FILE:
N
POPLIN RIDGE _95359_AB_TLS_F
580
SCALE:
AS SHOWN
UT1-4
TW -THALWEG
SHEET
9 of 22
_
580
m
CROSS SECTION 27
580
UT1-4
o o
STATION 38+69
579
6
o
CROSS SECTION 26
579
0
STATION 38+38
579
-
-
579
0+00
0+10
0+20 0+30
0+40 0+50
578
578
0+00
0+10
0+20
0+30
0+40 0+50
toV
W 61 �DO
> UD OI
�w
ZU�
OO Z 01U
Zm
o
Z0')w
U-1 =
AWN
�J0'
Cry
mOGa-
}
3
3
U
Z
Q
W
Z
Il,
°�
zN
M1/z
F
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O
N
W
w
a
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J
a
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2
0
z
z
�U
OQ
w
CD
warn
CD
0�0Lo
O
C:)�
W
Z
'
UZ
W o
U
M
DO
0 O
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D
\
a -
ZOW
It
I
U
q
J�Z
D
0^ VJ
w
O
z
z
0
DATE:
04/27/2015
SURVEYED BY:
DSTIJAPIDTH
DRAWN BY:
ROBIDST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE _95359_AB_TLS_F
SCALE:
AS SHOWN
SHEET
9 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY , 2015.
a4/LQ FESS% �
° 9%
Qe��EAY
DAVID S. TURNER, P.L.S. #L-4551 = :y L-4551 0:
=o"yo
SU�+'rs
R`I..�a`�,`
�OqS u-1UP��c
LEGEND:
-•-•-•-THALWEG
- - - - - TOP OF BANK
------- -- BANK TOE
LCE CONSERVATION EASEMENT
------------- LIMITS OF AS BUILT SURVEY
- - - - EX. THALWEG (By OTHERS)
—EX. PROPERTY LINE
(NOT SURVEYED)
BEDROCK
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN
ROCK STEP POOL
GRADERIFFLE • R•
r"ice
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
_D83
NAVD88
/ '3'
Of WAy CLAIMED I�
WON
'3 too' T POW c°°PERA - / o 30l
�BYDOTM331
Wts) 30"1--
O
LOG 3'A S67 I > e
STRUCTURE44
581.45/ \ s�o i (7
LOG1 2.
STRUCTURE ROCK / \x-
�j 581.16 STEP POOL - -���
580.55 ' Z
+ o
- ���•�, THALWEG } + �o 7NE CnaA� 4.
- - - 2= _ LAW�`�s �a - - LIMITS OF BAAS-BUILT STABILIZATI
_SURVEY__ _ I
- - - - -- - -TOP OF -
UT1-4_ ----
�� BANK _. -.AK -(40+00 TO 45+00) - - - - - - - - - - - LCF
LCE
-^� - BANK rS RVEYED DURING ——
dQ STABILIZATION - EX1RNG CONDITIONS — — — — — — — — — — ECE _
THE
—585 �� � LCE - - - — —
_—ECE CONSERVATION
i —585— — — — — — —
----L6€----- - EASEMENT--
BY OTHERS
—LCE _ --- ----- --
_cE -
--------------- E -
589
O
IP U
L\LJ � � Do
82 82 LD OI i W
I�n1N >3-
Z OO j w
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DATE:
04/2712015
SURVEYED BY:
DST/JAPIDTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTlEGT
PROJECT: TLS -14029
FILE:
POPLIN RIDGE 95359 AS TLS F
SCALE: AS SHOWN
SHEET
10 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OFJULY 2015.
CAR6"',
2�pFESS/p
DAVID S. TURNER, P.L.S. #L-4551 L-4551 a:
1'QIIS nT
-•-•-•-THALWEG
- - - - - TOP OF BANK
- - - - - - - - - - BANK TOE
LCE--- CONSERVATION EASEMENT
-----
-- LIMITS OF AS -BUILT SURVEY
- - - - - EX. THALWEG (BY OTHERS)
— — — EX. PROPERTY LINE
(NOT SURVEYED)
BEDROCK
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODIPLAIN SILL
ROCK SILL
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
PROPERTY LINE
301 /BY OTHERS
— 331 \CJ
— 301---,46+73.17
CONSERVATION
ONSE V TIONEASEM
D I TOBOF ANK BANK (END UT1-4) \`
AC \
L TOE p J
_ _ THALWEG 54"RCP
�+ + _ rn INV 575.80
r 54"RCP
Z L �; _ !� INV 575.58
BANK
= I STABILIZATION _ _ m I _ LIMITS 0 54"RCP
-UTA-4 AS -BUILT INV 4" .92 583 \ - _-
fn I 45+00 TO 48+20 -s
a2___ 82_,_ _ _ -- - GAVEL --
,(SURVEYED DURING 54 RSP'
E STING CONDITIONS
R RIP INV 575.72
RAP
- /
LCE LCE lCE--- -- -_ _ -CONSERVATION
— - —LCE EASEMENT
BY OTHERS
-- - -
- — — — — — — — — —585- — i
— —
583 583
583 ¢� 583 m�
w
wm 582 - �iO 582
582 0 582 P<
dm m m m00 581 �IY m -N 581
581 mw 581 uT
CROSS SECTION SCALE ^. rn m 580 so N - - 'a 580
HORIZONTAL: 1"=10'(22x34) ° 0 m p 0 o N
1"=20'(11X17) 580 0 o N N J m ,°� i° 580 Ln Co ro I" m
VERTICAL: 1"=2'(22x34) 'a
1"=4'(11x17) m n m 579 o m 579
TBL-LEFT TOP OF BANK 579 n OD n 579 m m o
TBR -RIGHT TOP OF BANK rgr
BBL -LEFT BANK TOE N �P 'O 578 N- wo o Co 578
BBR-RIGHT BANK TOE 578 - -- m - - 578 'O
TW -THALWEG ^ , m. 'a UT' -4
577 - "' "' - - 577
577 � - CROSS SECTION 28 577 m
�, r STATION 45+20 576 ° CROSS SECTION 29 576
576 n 576 STATION 45+36
0+00 0+10 0+20 0+30 0+40 0+50 575 575
0+00 0+10 0+20 0+30 0+40 0+50
:•13.1;�.`i.9 xN I Pl l �:i �:L•1:iK•I•l:t •I I � I_V I:
Description
Northing
Easting
O
Elevation
XS28
RIGHTBANK
477500.71
1529742.83
581.91
XS28
LEFTBANK
477481.84
1529789.55
fV r^-1 j 3::
580.60
XS29
RIGHTBANK
477480.17
1529736.57
581.83
XS29
LEFTBANK
477475.00
1529786.93
m (D
6) J 0 E v
580.63
O
U
W 00
LO
fV r^-1 j 3::
ZUCO
_0
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Lu = f0 w
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6) J 0 E v
mQO�
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0
DATE:
04/27/2015]
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE 95359 AS TLS F
SCALE: AS SHOWN
SHEET
11 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
.r L-4551 ct:
SI I I\)
LEGEND:
—•—•—•—THALWEG
— — — — — TOP OF BANK
---------- BANK TOE
LCE CONSERVATION EASEMENT
-----------
-- LIMITS OF AS -BUILT SURVEY
— — — — EX. THALWEG (By OTHERS)
— EX. PROPERTY LINE
(NOT SURVEYED)
;.; BEDROCK
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN
ROCK STEP POO
r
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
x.
�O
BEGIN
REACH
UT1—A
S1
AT CONST
E
UT1_A _ ^_
0
AS -BUILT PROFILE 602
UT1-A
STA 0+00 TO 2+47
RIGHT TOP
OF BANK -
LCE —
STA. 2+89
END UT1-A
TIE IN TO REACH
UT1-1
STA. 12+58
72x6
O
1T1-1
>EE SHEET 4
600
PROFILE SCALE HORIZONTAL: 1"=30'(22x34)
1"=60'(11x17) ;6 m rn v
VERTICAL: 1"=3'(22x34) 598 n u n iD a N
1"=6'(11x17) �. ------ c6 m
596
594
0+00 +50 1+00 +50 2+00
CROSS SECTION REBAR COORDINATES:
Description Northing Easting Elevation
XS11 RIGHTBANK 479727.89 1527895.16 599.17
XS11 LEFTBANK 479754.71 1527937.46 599.75
:.1
a1
+Tic
594
50
601
r�
601
LO OI T,..
m
m
m
�
ZU�
OZO)�o
oim
Lu
m (D N
O) Jp C�
600
CROSS SECTION SCALE
m¢O
°.
rn
rn
3
1"=10'(22x34)
ao
n•
o
°
m
n
AHORIZONTAL:
1"=20'(11x17)
599
:�
N:
a,
M00Z �
mJ
m °'
n
as- �-
599
VERTICAL: 1"=2'(22x34)
rnl
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m
m
rn um 4
1"=4'(11x17)
v'
v)
�' °'
J
^
rn
'a �'
S
TBL-LEFT TOP OF BANK
598
C
°i
m
O1
ao
- ,an'
598
TBR–RIGHT TOP OF BANK
N
co
F--
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VAI
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BBL–LEFT BANK TOE
Q OZ
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BBR–RIGHT BANK TOE
597
JQ5
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D
-
I: m
CROSS SECTION 11 --
597
Tw-THALwEc
w
O
m
z
0
N
STATION 1+g5
DATE: 04127/2015
SURVEYED BY:
DST/JAP/DTH
N
DRAWN BY:
ROB/DST
596
REVIEWED BY:
DSTIEGT
�—
596
0+00
FILE:
POPLIN RIDGE_ 95359 AB
0+10
0+20
0+30 0+40 0+50
SCALE: AS SHOWN
CROSS SECTION REBAR COORDINATES:
Description Northing Easting Elevation
XS11 RIGHTBANK 479727.89 1527895.16 599.17
XS11 LEFTBANK 479754.71 1527937.46 599.75
:.1
a1
+Tic
594
50
IPU
UJ 0')� OD
LO OI T,..
m
O N 00 j
ZU�
OZO)�o
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3
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LLJ
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m
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0
DATE: 04127/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_ 95359 AB
SCALE: AS SHOWN
SHEET
12 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
�wuunn
DAVID S. TURNER, P.L.S #L-4551 '4551 r:
9L . SUR. • ���:
0
'ISIIT3\`\' _LC�
THALWEG
— — — — — TOP OF BANK
--- BANK TOE
LCE CONSERVATION
EASEMENT
- LIMITS OF AS–BUILT SURVEY
— — — — EX. THALWEG (BY
OTHERS)
— —EX. PROPERTY
LINE
(NOT SURVEYED)
BEDROCK
I
RIP RAP
BY OTHERS)NDITIONS
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN
ROCK STEP -O•
•
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS–BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"-30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
BEGIN REACH UT1—B
� oxo
\3O
I BYOPERTY OTH OTHERS
CONSERVATION
EASEMENT
BY OTHERS
�
301
301
Q
oi
/
ON /
00 /
3DB/
UT1-B
O
(0+00 TO 6+00)
LL1 Q)
V
DO
[SURVEYED DURING
52 LID
I
N
BY OTHERS)NDITIONS
j3::
00
N
U0zF
LLJ�
O0
I — —
C m
o _
�.
co
v
\
U1
M O
°L I
}
3
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WLLJ
4-
301
301
Q
oi
/
ON /
00 /
3DB/
O
LL1 Q)
V
DO
52 LID
0NN
j3::
00
j\
E
U0zF
LLJ�
w N
C m
Q
v
M O
°L I
}
3
O_
WLLJ
Z
oc
r
z
M000
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Ln
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Q
Q
w
0
z
0
rn
w
IY
z
z
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Q
U
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z
z
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w---)�
L�LOLo
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ILLNILLL
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VV JJF-
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Uz
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�_Oz
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a-
m
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I
—03
D
O�Z
w
0
z
z
0
DATE:
04/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_95359_A9_ttS_F
SCALE:
AS SHOWN
SHEET
13 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
CARO",,
, -
DAVID S. TURNER, P .S. #L-4551 = :y L-4551 0:
'e-
Sum.-
a
D
�I
y 1 f
r
zt +
m. o
ffl��'�
LEGEND:
Northing
FLOODPLAIN SILL
—•—•—•—THALWEG
XS16
RIGHTBANK
— — — — — TOP OF BANK
LQ v
Lu n00
---------- BANK TOE
592.46
ROCK STEP POOL
LCE CONSERVATION EASEMENT
479250.57
TOP OF
LIMITS OF BUILT SURVEY
— — — — EX. THALWEGEG ( (BY OTHERS)
592.16
RIFFLE GRADE CONTROL
— —EX. PROPERTY LINE
479190.60
7
/
(NOT SURVEYED)
591.35
ROCK SILL
BEDROCK
479225.35
ROCK CROSS VANE
1528842.38
RIP RAP
•597,' -•-.,ww-
LIMITS OF�-
�_
LOG STRUCTURE
. � .
LIVE CUTTING BUNDLE/
LOG GRADE
a
LIVE PLANTING
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 1107)
CONTOUR INTERVAL = 1'
END REACH UT1–B
PRESERVATION
STA. 6+29.3
GRA�E�
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS16
RIGHTBANK
479232.71
LQ v
Lu n00
1528772.08
592.46
XS16
LEFTBANK
479250.57
TOP OF
1528818.96
592.16
XS17
RIGHTBANK
479190.60
7
/
1528806.43
591.35
XS17
LEFTBANK
479225.35
^�
MQ
1528842.38
591.37
596
594
592 -
590
588
586
584
6+00
+50
NO 83
REACH UTt –BB
BEG. ENHANCEMENT 1* /
STA. 6+90.6
I TLS
—301` NAIL #27 O�/•' g°j
__-._______-b;
CONSERVATION
98 EASEMENT
�\ BY OTHERS 101 59
VP8
h' IHALWLU
594
g0w �-
�_ \ Cb
LQ v
Lu n00
\ tea\
593
82 LO Tw
OL��
48 RCP
TOP OF
ROCK
593
_ INV 594.46 s \ 1
ss
BANK
cCROSS
VANE co
7
/
592
M M
+o
FLOOD
/ PLAIN
SILL
^�
MQ
rn rn rn
X
•597,' -•-.,ww-
LIMITS OF�-
�_
_ � \
—
. � .
AS–BUILT ~'-
FLOW
a
—�
SURVEY
--
Ss3
593-
rn
LCE
UT1-B
m
TREELIN
o
mo
`
____
_LcE (6+00 TO 11+44.7)
_LCE
—LCE LCELCE-
PROPERTY LINE/
BY OTHERS
ILT PROFILE PROFILE SCALE
UT1-13 HORIZONTAL: 1"=30'(22x34)
7+00 +50
8+00
11+44.7 1 =60(11x17)
VERTICAL: 1"=3'(22x34)
j 1"=6'(11x17)
OF H ANKOP --�-
LEFT TOP
—_ /OF BANK
STA. 11 +44.7
END UT1-B
TIE IN TO REACH
UT1-2
STA. 24+97
_�UT1-2
SEE
/ SHEET 6
600
598
596
594
P;
594
O
LQ v
Lu n00
594
593
82 LO Tw
OL��
593
o
=5;
Ozrn(no
592
M M
a
^�
MQ
rn rn rn
m — (V m
OlJO Cv
< n
N1
m <
°C
'n
N
a
—�
Lo
r
rn
593
592 ^
m
m
o
mo
to
.
mIn
CROSS SECTION SCALE��
W Lu
7 >
H
z
L'
IVa
z
Lu r
0
o
Q
+c0m
HORIZONTAL:1"=10'(22x34)
+off rn
m
J o_
coves
z
z
=\—
m
Cr0
U
x
0
892
7+00 +50
8+00
11+44.7 1 =60(11x17)
VERTICAL: 1"=3'(22x34)
j 1"=6'(11x17)
OF H ANKOP --�-
LEFT TOP
—_ /OF BANK
STA. 11 +44.7
END UT1-B
TIE IN TO REACH
UT1-2
STA. 24+97
_�UT1-2
SEE
/ SHEET 6
600
598
596
594
P;
594
O
LQ v
Lu n00
594
593
82 LO Tw
OL��
593
o
=5;
Ozrn(no
592
a
^�
MQ
m — (V m
OlJO Cv
< n
N1
m <
°C
593 Mm
—�
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'a
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6
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589
a N
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DATE:
04/27(2015
SURVEYED BY:
DSTIJAP/DTH
DRAWN BY:
ROBIDST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_ 95359_ AB_TLS _F
SCALE: AS SHOWN
SHEET
14 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
�CAARROLA"
:a�07/EM-/59�.
DAVID S. TURNER, P.V.S.#L-4551 :y L4551 0:
2
SURA.- `��S
gDUS n.T
LEGEND:
Northing
Easting
FLOODPLAIN SILL
—•—•—•—THALWEG
478320.33
1528663.38
— — — —
— TOP OF BANK
LEFTBANK
----------
BANK TOE
43
ROCK STEP POOL
LCE
CONSERVATION EASEMENT
1528674.32
593.02
-------------
— — —
LIMITS OF AS -BUILT SURVEY
— EX. THALWEG(BY OTHERS)
478369.34
RIFFLE GRADE CONTROL
— —
— EX. PROPERTY LINE
595
mw
(NOT SURVEYED)
0203==
ROCK SILL
rn
BEDROCK
N
C:
RIP RAP
O
I
m QCL
ROCK CROSS VANE
LOG STRUCTURE
LIVE CUTTING BUNDLE/
LOG GRADE
LIVE PLANTING
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
�7:Z�b��� X� 1 [iP ■ �1"-LI:ZK�I�I 7 X71. /.\ 17.
Description
Northing
Easting
Elevation
XS22
RIGHTBANK
478320.33
1528663.38
593.29
XS22
LEFTBANK
478370.09
1528657.00
593.89
XS23
RIGHTBANK
478320.41
1528674.32
593.02
XS23
LEFTBANK
478369.34
1528685.68
594.24
596
594
592
590
588
586
584
0+00
I
�7
I \
48"RCP
INV. 589.96
I ham''
48"RCP
INV. 590.28
04
so �
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I
PROPERTY LINE
BY OTHERS
I
M
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595
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595 mz
00
OOZm_�o
595
mw
o
rn
rn
rn
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+50
30-1
CONSERVATION
EASEMENT
CI S99 BY OTHERS L s9j LIMITS OF
s9s SOI, AS -BUILT SURVEY
+ w
59.3 \ D
F S9 Ai
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s
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(0+00 TO 5+00)
m m o
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—
.__
LC -------
3+00 +50 4+00
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596
I
594
592
590
588
m
LO
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586
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a
m
m
a
Z
593
0
0
a:
0
- -
593
0
z
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593 -
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592
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rn
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REVIEWED BY:
o
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FILE:
591
POPLIN RIDGE_95359_As TLS_F
BBL -LEFT BANK TOE
591
SCALE:
M
M
591
SHEET
15 of 22
m N
BWB--HAIGHT BANK TOE00
rn
N m
TLWEG
n
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590
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589
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w
CROSS
SECTION 23
589
589
=:
-- -
589
STATION 1+66
0+00
0+10
0+20
0+30
0+40 0+50
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588
0+00
0+10
0+20
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0+40 0+50
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14-
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DATE:
04/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_95359_As TLS_F
SCALE:
AS SHOWN
SHEET
15 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
LEGEND:
Northing
Easting
FLOODPLAIN SILL
—• —• —-— THALWEG
XS24
RIGHTBANK
— — — —
— TOP OF BANK
----------
BANK TOE
LEFTBANK
ROCK STEP POOL
LCE
CONSERVATION EASEMENT
588.40
XS25
-------------
— - — —
LIMITS OF AS—BUILT SURVEY
— EX. THALWEG (BY OTHERS)
1529262.46
RIFFLE GRADE CONTROL
—
—EX. PROPERTY LINE
LEFTBANK
478400.26
1529240.18
(NOT SURVEYED)
a
ROCK SILL
�J0 Cr;
BEDROCK
I� Qom}
mOG0 3
RIP RAP
ROCK CROSS VANE
LOG STRUCTURE
LIVE CUTTING BUNDLE/
3
LOG GRADE
LIVE PLANTING
U J
�
CONTROL STRUCTURE
VP
VEGETATION PLOT
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (2204)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
307
—593 —307 LIMITS OF
_ AS—BUILT
307 SURVEY
��! ---- �_ 307
—591 t 59.1
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES:
Description
Northing
Easting
O
Elevation
XS24
RIGHTBANK
478349.98
1529236.23
587.93
XS24
LEFTBANK
478394.64
1529213.57
I
588.40
XS25
RIGHTBANK
478355.13
1529262.46
587.69
XS25
LEFTBANK
478400.26
1529240.18
m U 1=
587.35
UT1-3
SEE SHEET 8
i STA. 10+01 1 �'
END UT1—C7777
TIE IN REACHUT1-3 STA.A. 33+76ROS
ROCK CVANE 15g6 rt I
TOP OF _�v I L-1
®CQ1 _� v: `� _ �...,.,.,.�/._1 FLUS -%",-/ice I cpi
594
592
590
588
^
586
mmcq
O
,�
LO V
W0)r�00
0ED
itJJ004
N
I
ED
584
u') iT C
w 2
m U 1=
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I
I� Qom}
mOG0 3
3
582
U J
�
zN
2
U)
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o
a
580
�
Q
J
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-
5+00
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to
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0
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^
586
mmcq
O
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LO V
W0)r�00
0ED
itJJ004
N
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ED
584
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w 2
m U 1=
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3
582
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�
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2
U)
M�
o
a
580
�
Q
J
O
-
5+00
+50
to
Z
0
6+00
+50
594
AS -BUILT PROFILE PROFILE SCALE
LIT1-C HORIZONTAL: 1"=30'(22x34)
STA 5+00 TO 10+01 1"=60'(11x17) 592
VERTICAL: 1"=3'(22x34)
RIGHT TOP
1"=6'(11x17)
_ �OF BANKLEFT TOP X590
OF BANK rn
0
0 - - 588
— I oQ
N 586
I� M N N r7
00 6 00 �00n 00
nw
N
m 0 ? M
L0,n - - N m ^ m 0 584
off° v o n o N +
,a N N ni m 'D umi m r7 ri .n
LO
n N m m m 582
m m
Ji
580
7+00 +50 8+00 +50 9+00 +50 10+00
0, 589 589
a � a
589 m"4'� 589 588w m —� ° 588
588588 m ^
roo
m o cc ro 587 N_ J n Q^p 587
CROSS SECTION SCALE m ^ co n m N a 0 m ^ C. m m ^m o 1O
HORIZONTAL: 1"=10'(22x34) `587 vm m " m mM° co 587 d ^ m m
1"=20'(11x17) n ^ ma ^ m m 586 n m� 586
VERTICAL: 1"=2'(22x34) m LO ° a 4m o
"=4'(11x17) 586 a 586 N
MN4 mM
1_ 585
TBL-LEFT TOP OF BANK m 585 -
TBR -RIGHT TOP OF BANK 585 ,.I m 10-- - 585 'd
BBL -LEFT BANK TOE _
BBR-RIGHT BANK TOE _ rn 0 N to UT1-C 584 564
TW -THALWEG m �o m m
584 �a a 3—' CROSS SECTION 24 58a 0 UT1-C
I STATION 8+16 583 CROSS SECTION 25 583
583 583 STATION 8+39
0+00 0+10 0+20 0+30 0+40 0+50 582 - 582
0+00 0+10 0+20 0+30 0+40 0+50
C
,
O
LO V
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itJJ004
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DATE: 04/27/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE _95359 AS_TLS-F
SCALE: AS SHOWN
SHEET
16 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
cAEssl'' Apr
S. TURNERY, P.L.S. #L-4551 = :y L6S6-4551 i :
yp.
-- —- —•— THALWEG
— — — — — TOP OF BANK
---------- BANK TOE
LCE CONSERVATION EASEMENT
---
- LIMITS OF AS—BUILT SURVEY
— — — — EX. THALWEG (BY OTHERS)
— EX. PROPERTY LINE
(NOT SURVEYED)
BEDROCK
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN
ROCK STEP •••
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
1
301
OREBAR
W/CAP
30-1-2101
CONSEASSEMENNT
BY OTHERS
30l 301 301 -
301
- 301
- 301
UT2-1� 301 301
VP1—
(0+00 TO 4+90) NAIL
(SURVEYED DURING
EXISTING CONDITIONS
v BY OTHERS)
+ N
c+n o
0 CD
o
BEGIN
0 o UT2-2
(4+90 TO 5+00)
I
THALWEG
�. o
STRUCTUR
GRADE CONTROL 581.0
LCE _LCE STR 580 80
AS -BUILT SURVEY BY: �Cf
TURNER LAND SURVEYING, PLLC -LCE LCE LCE
SURVEYED APR. 2015
30' 0' 30' 60'
Nks#5
SCALE: 1"=30' (22x34) 4C, --LCE
1"=60' (11x17) \
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
LCE
0
o
cn +
TSTA.
0+00
BEG.
UT2-1
30-1-2101
CONSEASSEMENNT
BY OTHERS
30l 301 301 -
301
- 301
- 301
UT2-1� 301 301
VP1—
(0+00 TO 4+90) NAIL
(SURVEYED DURING
EXISTING CONDITIONS
v BY OTHERS)
+ N
c+n o
0 CD
o
BEGIN
0 o UT2-2
(4+90 TO 5+00)
I
THALWEG
�. o
STRUCTUR
GRADE CONTROL 581.0
LCE _LCE STR 580 80
AS -BUILT SURVEY BY: �Cf
TURNER LAND SURVEYING, PLLC -LCE LCE LCE
SURVEYED APR. 2015
30' 0' 30' 60'
Nks#5
SCALE: 1"=30' (22x34) 4C, --LCE
1"=60' (11x17) \
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
LCE
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SURVEYED BY:
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DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14 029
FILE:
POPLIN RIDGE 95359 AB TLS F
SCALE: AS SHOWN
SHEET
17 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
LEGEND:
FLOODPLAIN SILL
—•—•—•—THALWEG
Easting
— — — — — TOP OF BANK
ibm
0
RIGHTBANK
STEP POOL
—LCE CONSERVATION EASEMENT
#1j,ROCK
------------- LIMITS OF AS—BUILT SURVEY
— — - — - — EX. THALWEG (BY OTHERS)
RIFFLE GRADE CONTROL
— — EX. PROPERTY LINE
479431.07
(NOT SURVEYED)
ROCK SILL
XS2
BEDROCK
479407.52
RIP RAP
ROCK CROSS VANE
LOG STRUCTURE
LIVE CUTTING BUNDLE/
LOG GRADE
LIVE PLANTING
CONTROL STRUCTURE
VP VEGETATION PLOT
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1 "=30' (22x34)
1"=60' 11x17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS
OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83/2007 AND
VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS
CONTROL ESTABLISHED BY TURNER LAND
SURVEYING FOR CONSTRUCTION AND VERIFIED
DURING THE AS -BUILT SURVEYS. SEE CONTROL
POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR
CONVEYANCES AND DOES NOT COMPLY WITH G.S.
47.30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST
CONSTRUCTION CONDITIONS OF THE STREAM
RESTORATION AND MAY NOT SHOW ALL EXISTING
UTILITIES, STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
LIMITS OF
AS—BUILT
SURVEY\;', 1
CONSERVATION / ;!yeh ;3C��3GT�
EASEMENT 301
BY OTHERS j{8 ROCK
f/ J301 j�90 5824800E
30l 301 301301 301 301 301 •;
UT2-2
STA. 8+76.2 -5s0�� BAANKOF
D UT2-2 (ur2-A
^� ((5(+00 to 10+00) STA. 5+06.5)
" EXISUMODNDITIONS �X %� "I
BY OTHERS) IIW_' p� O 1D
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LCE LCE LCE LCE LCE LCE LCE •~�,y \J�
ANA4 ��R L•F %5a��-
/ •r�LCE
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CROSS SECTION REBAR COORDINATES
Description
583
Northing
Easting
Elevation
ibm
0
RIGHTBANK
- 1
479457.66
1532518.35
580.63
XS1
LEFTBANK
479431.07
1532592.51
583
XS2
RIGHTBANK
479407.52
1532500.51
580.49
XS2
LEFTBANK
479389.68
1532590.55
580.90
LLu 12 c
•
Oni�N N
U-1
—1
moo}
UT2-2
STATION 8+05
133
3
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I 1 1
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ED DST/JAP/DTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
CROSS SECTION SCALE
FILE:
POPLIN RIS 85958_AB_TLS_F
SCALE: AS SHOWN
SHEET
18 of 22
580 m -
-
HORIZONTAL: 1"=10' 22X34)
--
_
-T
`�
o
1"=20'(11x17)
580
m
m
•-
ry_m
rn
o $
VERTICAL: 1"=2'(22x34)
m 3 m
ro
d
579
m
r ,n�
579
1"=4'(11X17)
m
N
W
m
min
^
�
n �6�
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^
TBL-LEFT TDF OF BANK
579
,^n
N
�, n N -
-
'.
'N -
y
n
579
m
w
m
vl Nn
m
n
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TBR -RIGHT TOP OF BANK
ai
n nn
o
4
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! m
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ai
m
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- 578
BBL -LEFT BANK TOE
m
m
m
^ �,^a
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n
m
a
n
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SBR -RIGHT BANK TOE
578
cd
m
N
n
6
m
0
578
0
n
m
ro
TN -THALWEG
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N
n m
-
,�
577
0
m
m m n w
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^
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577.
u n
u^i
577
m- r n-
577
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0
578
m`n em
576
n n
min nm
576
-
mw MIX
576
N mm
I
570+00
575
�L
0+10
0+20
0+30
0+40 0+50
0+60
0+70
0+80
0+90
575
`
_I
575
0+00
0+10
0+20
0+30 0+40
0+50
0+60
0+70
0+80
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
ibm
0
RIGHTBANK
E
479457.66
1532518.35
580.63
XS1
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS1
RIGHTBANK
E
479457.66
1532518.35
580.63
XS1
LEFTBANK
479431.07
1532592.51
581.21
XS2
RIGHTBANK
479407.52
1532500.51
580.49
XS2
LEFTBANK
479389.68
1532590.55
580.90
E
I
I
LO O
Lu 00
�
la•*.
UT2-2
CROSS SECTION 2
Z(� j ...
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DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIS 85958_AB_TLS_F
SCALE: AS SHOWN
SHEET
18 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY 2015.
�AJAR6'i �'�.
V ;� ,ro �f�iaACoa yam'--
DAVID S. TURNER, P..S. #L-4551 v 'r L4551 a: 5
9y° 4i0.
. SUR . ...
ry� 'Qgs'11T V""\
—•—•—.—THALWEG
— — — — — TOP OF BANK
---------BANK TOE
LCE CONSERVATION EASEMENT
------------ UMITS OF AS -BUILT SURVEY
— — — — EX. THALWEG (BY OTHERS)
— — — EX. PROPERTY LINE
(NOT SURVEYED)
BEDROCK
RIP RAP
LOG STRUCTURE
o LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN SILL
ROCK STEP POOL
RIFFLE GRADE CONTROL
®ormm ROCK SILL
ROCK CROSS VANE
® UVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60'11x17)
CONTOUR IN RVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83t2007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS5
RIGHTBANK
tt1U
LO� 00
478890.32
1532362.00
576.69
XS5
LEFTBANK
478902.93
1532410.92
577.86
XS6
RIGHTBANK
478859.09
1532373.15
576.90
XS6
LEFTBANK
478869.73
1532422.06
578.47
t4
BEGIN
TLS#2 " / UT2-3
CE
PROPERTY LINE
BY OTHERS \ QW��
580
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0
LEFT TOP
z
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—
z
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—
DATE: 04/27/2015
SURVEYED BY:
DSTIJAPIDTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_ 05359_A6 -TLS -F
N
SCALE: AS SHOWN
�
SHEET
19 of 22
V
574
N
a
ndn
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,IN
n
44
N.
4O
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572
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570
10+00
+50
11+00
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12+00
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13+00
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578
--- 576
� I
574
572
570
+50 15+00
as
579 �m 579
579 rr.o 579
.n¢ -mow 578
577 m
578 om f 578
OM
Q M
578
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^m lnD IY F N n n
a n n n
CROSS SECTION SCALE 577 n n � 577 m n N
HORIZONTAL: 1"=10'(22x34) „� m N 576 n n m 576
1"=20'(11x17) 576 I'n-_ _� n "'rm �n ur n ^ m m
VERTICAL: 1"=2'(22x34) 'n° m o m - Ann 576 n n Im
1"=4'(11x17) 'a ,N ,na e nn 575 - N n ^`,( 575
TBL-LEFT TOP OF BANK 575 N < o 575TBR-RIGHT TOP OF BANK n an UT2-2
BBL -LEFT BANK TOE ,ri '� UT2-2 574 Nri CROSS SECTION 6 574
BSR-RIGHT BANK TOE 574 - CROSS SECTION 5 _ 574 " n STATION 13+83
TN -THALWEG o' n -.
o STATION 13+48
573 v' < -- 573
573 573 n
0+00 0+10 0+20 0+30 0+40 0+50 572 -- - — — 572
0+00 0+10 0+20 0+30 0+40 0+50
tt1U
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DATE: 04/27/2015
SURVEYED BY:
DSTIJAPIDTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN RIDGE_ 05359_A6 -TLS -F
SCALE: AS SHOWN
SHEET
19 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY, 2015.
LEGEND:
—.—•—•—THALWEG
— — — — — TOP OF BANK
---------- BANK TOE
—LCE— CONSERVATION
EASEMENT
--------'---- LIMITS OF AS -BUILT SURVEY
— - — • — — EX. THALWEG (BY
OTHERS)
— — EX. PROPERTY
LINE
(NOT SURVEYED)
BEDROCK
I[7�
(Nry
RIP RAP
LOG STRUCTURE
LOG GRADE
CONTROL STRUCTURE
FLOODPLAIN
ROCK STEP •O�
® ROCK SILL
ROCK CROSS VANE
LIVE CUTTING BUNDLE/
LIVE PLANTING
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' O' 30' 60'
CF
LIMITS OF
AS -BUILT
SURVEY
UT2-3
(15+00 TO 19+18)
PROPERTY LINE BEGIN
BY OTHERS UT2-4
(19+18 TO 20+00)
•_ 307
Il,
_
L��PLANTING �57g JIKUCIUKE GUI IING\ VIVE BUNDLE 52
CONERVATIEASEMENTLCF VP4
LCE --------"
BY OTHERS
�LCE��ICE
AT 17
NAIL
580
I 580
SCALE: 1"=30' (22x34) - �— AS -BUILT PROFILE PROFILE SCALE L `�
1"=60' (�11x17) RIGHT TOP HORIZONTAL: 1"=30'(22x34)
CONTOUR INItRVAL = 1' 578 --- - OF BANK UT2-3 1"=60'(11x17) - 578
o� STA 15+00 TO 20+00 VERTICAL: 1"=3'(22x34)
--- _ m� !/ LEFT BANK wn 1"=6'(11x17)
576 ����_ — �`\ — �� � 576
574 o� �- J 574
N O 'n p] - b -JM N
to
GENERAL NOTES: M M n
572 r nmn m Nbm n
n
5721. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED. a
2. HORIZONTAL DATUM IS NAD8312007 AND VERTICAL DATUM IS NAVD88. N� M nN
m N M N N
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT 570 v' "' 570
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES. 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
O
�
U
o_�o
j

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY 2015.
CARO"/,
$
J �2QpE 9.
a%%iLl .NiY1 = .c7 75r:
DAVID S. TURNER, RUS. #L4551g -( L-4561 ¢' e
s O7yO
�i,siii1' O
LEGEND:
FLOODPLAIN SILL
-- —- —-— THALWEG
— — — — — TOP OF BANK
----------
XS7
BANK TOE
ROCK STEP POOL
—LCE— CONSERVATION EASEMENT
,
------------- LIMITS OF AS–BUILT SURVEY
— — - — - — EX. THALWEG (BY OTHERS)
RIFFLE GRADE CONTROL
— — EX. PROPERTY LINE
XS7
(NOT SURVEYED)
ROCK SILL
BEDROCK
ROCK CROSS VANE
RIP RAP
575.21
LOG STRUCTURE
LIVE CUTTING BUNDLE/
LOG GRADE
LIVE PLANTING
CONTROL STRUCTURE
VP VEGETATION PLOT
AS–BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60'11x17)
CONTOUR IN RVAL = 1
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD8312007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS. SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
Elevation
XS7
RIGHTBANK
478373.91
1532079.47
576.35
AS -BUILT PROFILE
XS7
LEFTBANK
478340.87
1532116.96
575.21
1
XS8
RIGHTBANK
478331.96
s78
1532061.63
576.48
XS8
LEFTBANK
478323.71
m¢w
1532111.04
�a
575.24
1
CONSERVATION I
EASEMENT
W
n� +
577 .W m 577 577 mm 577
m m m
n m� ma
576n N - N m 576 576 n m oN 576
�^
O n ro n ro m m
n
575 '" n N m m N 575 575 - m m n n N 0 575
^ m O O O tq 1m` O m O N 1(I
CROSS SECTION SCALE
HORIZONTAL: 1"=10'(22x34)574 n n m 574 574 nI aOryn m
r
574
C n
1"=20'(11x17) n
rn ^^
VERTICAL: 1"=2'(22x34) �7 �`+l-N
11=4'(11x17) 573 - '� ^ n 573 573 n I - 573
TBL-LEFT TOP OF BANK UT2-4 p n N N m UT2-4
TBR -RIGHT TOP OF BANK - ti '� a C
CROSS BE I 572 572 ROSS SECTION 8 572
BBL -LEFT BANK TOE 572 CTON 7 ^ - - ry ry ,o
BBR-RIGHT BANK TOE m '� ^ n STATION 20+39
TW -THALWEG STATION 20+06 h
__ _
571 - N ,^n 571 570+00 0+10 0+20 0+30 0+40 0+50 571
570 - - 570
0+00 0+10 0+20 0+30 0+40 0+50
zI_z
O
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z.
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576
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a
NUW
m
NU
NU
576
PROFILESCALE
574
z
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\ —
—
\ ���
574
HORIZONTAL: 1'=30'(22x34)
C
G
CD
QU
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+
W
N
�'^O�
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1"=60'(11x17)
CD
O
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zWo
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ZLI-LuW
N
JOz
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1"=6'(11X17)
572
0
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0
y
Q,
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572
DRAWN BY:
ROBIDST
m�
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N N N N Yl
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N N
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FILE:
P LIN RIDGE S5359_M TLS F
SCALE: AS SHOWN
21 of 22
570
'n n
"'
n
n
N N
'rl
n
570
vfni
569
569
20+00
+50
21+00
+50
22+00
+20
W
n� +
577 .W m 577 577 mm 577
m m m
n m� ma
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n
575 '" n N m m N 575 575 - m m n n N 0 575
^ m O O O tq 1m` O m O N 1(I
CROSS SECTION SCALE
HORIZONTAL: 1"=10'(22x34)574 n n m 574 574 nI aOryn m
r
574
C n
1"=20'(11x17) n
rn ^^
VERTICAL: 1"=2'(22x34) �7 �`+l-N
11=4'(11x17) 573 - '� ^ n 573 573 n I - 573
TBL-LEFT TOP OF BANK UT2-4 p n N N m UT2-4
TBR -RIGHT TOP OF BANK - ti '� a C
CROSS BE I 572 572 ROSS SECTION 8 572
BBL -LEFT BANK TOE 572 CTON 7 ^ - - ry ry ,o
BBR-RIGHT BANK TOE m '� ^ n STATION 20+39
TW -THALWEG STATION 20+06 h
__ _
571 - N ,^n 571 570+00 0+10 0+20 0+30 0+40 0+50 571
570 - - 570
0+00 0+10 0+20 0+30 0+40 0+50
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DATE: 04127/2015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROBIDST
REVIEWED BY:
DST/EGT
PROJECT: TLS -14-029
FILE:
P LIN RIDGE S5359_M TLS F
SCALE: AS SHOWN
21 of 22

I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR
IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN
ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE
AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD,
AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE
AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 19th DAY
OF JULY 2015.
DAVID S. TURNER, R.L.S. #L4551
L4551 ¢:
�0
AT
LEGEND:
FLOODPLAIN SILL
—•—•—•—THALWEG
m
m�mN
— — — — — TOP OF BANK
XS3
---------- BANK TOE,
ROCK STEP POOL
—LCE— CONSERVATION EASEMENT
1532192.03
------ ---LIMITS OF AS -BUILT SURVEY
— — — — EX. THALWEG (BY OTHERS)
RIFFLE GRADE CONTROL
— — EX. PROPERTY LINE
XS3
(NOT SURVEYED)
oaryap ROCK SILL
BEDROCK
ROCK CROSS VANE
RIP RAP
587.75
LOG STRUCTURE
LIVE CUTTING BUNDLE/
o LOG GRADE
LIVE PLANTING
CONTROL STRUCTURE
VP VEGETATION PLOT
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED APR. 2015
30' 0' 30' 60'
SCALE: 1"=30' (22x34)
1"=60' 11x17)
CONTOUR IN RVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD8312007 AND VERTICAL DATUM IS NAVD88.
3. AS -BUILT SURVEY BASED ON EXISTING GPS CONTROL ESTABLISHED BY TURNER
LAND SURVEYING FOR CONSTRUCTION AND VERIFIED DURING THE AS -BUILT
SURVEYS, SEE CONTROL POINT LIST FOR COORDINATES.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS MAP IS TO SHOW POST CONSTRUCTION CONDITIONS OF
THE STREAM RESTORATION AND MAY NOT SHOW ALL EXISTING UTILITIES,
STRUCTURES, AND BOUNDARIES.
6. NO PROPERTY RESEARCH WAS PERFORMED.
CROSS SECTION REBAR COORDINATES
Description
Northing
Easting
m
m�mN
Elevation
XS3
RIGHTBANK
479498.03
�
1532192.03
587.82
ron
XS3
LEFTBANK
479539.50
1532220.65
587.75
XS4
RIGHTBANK
479413.83
1532302.09
586.81
XS4
LEFTBANK
479454.38
1532331.95
586.10
301
ZVATION
3EMENT
\ LCE
592
590 a
d
c
588
576
0+00 +50
301 301 301 301 301 301 301
I m STA. 5+06.5
-�- - BANK LIVE CUTTING m END UT2-A
b< --___
BUNDLE /may tl \ UT2TIE 1 2 TO REACH
a � 09./.8 /STA. 8+76
LCE
UT2-A
(0+65 TO 5+06)
RIGHT TOP
OF BANK
n /LEFT TOP
�OF BANK �
0
NOR,(jm
L
h
m
m�mN
`
586
n
h
�
> 0
aW
ron
a
N �
0 j 3
7
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584
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m Oe}
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NSW
3
+YN
582
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a
0 0
z
°z
�
580
578
a
576
0+00 +50
301 301 301 301 301 301 301
I m STA. 5+06.5
-�- - BANK LIVE CUTTING m END UT2-A
b< --___
BUNDLE /may tl \ UT2TIE 1 2 TO REACH
a � 09./.8 /STA. 8+76
LCE
UT2-A
(0+65 TO 5+06)
RIGHT TOP
OF BANK
n /LEFT TOP
�OF BANK �
0
NOR,(jm
n
h
m
m�mN
<
m
h
�
1+00 +50
1 N THALWEG 0 yV + BEDROCK
+ ro 1 '
—� ---- R CKX00+6
IVE CUTTI F�.� STEP OL w� N UT2-2
s84 SEE SHEET 18
VP2
587 1 BEDROCK
__ 58s
_ _ tO
-LCE
LCE LCE LCE LCE I 05+6
T 111
LIMITS OF /
AS -BUILT
SURVEY CONSERVATION
EASEMENT ---
BY OTHERS
m k 00+06
I
w 592
AS -BUILT PROFILE PROFILE SCALE 590
HORIZONTAL: 1"=30'(22x34)
STA 0+,00 TO 5+06 1"=60'(11x17)
VERTICAL: 1"=3'(22x34)
1"=6'(11x17) -Jo .. _.-- 588
a wd
586
� T Y � mY— h N
BEDROCK
MdN m _
584
m mo
Ma 0 o <
m _
V m
e m n Co n 582
N m m m N N N N N p
m m m m Vl U1 N m W10 � ' Q
n N N w o w
m N mm N. w 580
Lo
O b O
a m m v n m i
,^n n N 578
n N m mw
O
iI ^
576
2+00 +50 3+00 +50 4+00 +50 5+00
589 =.N 589 588 - - m� 588
am am
588thm m- v m mm 588 587 �¢ - mm 587
0 m F bm
m O� N m mw m m O
CROSS SECTION SCALE 587 r N m m - m ^ m 587 586 m mom o -m m 586
HORIZONTAL: 1"=10'(22x34) n m m m o m m 0 m v ��m m vmi
ul On
11=20'(11W) vi 585 oN
585
VERTICAL: 1"=2(22x34) 586 oo m 586 mn
1"=4(11x17) m n m
,n
TBL-LEFT TOP OF BANK m. N umi ^ umi
585 - - 585 584 n < 584
TBR -RIGHT TOP TO BANK m m m
BBL -LEFT BANK TOE m a m UT2-A m < Na UT2-A
BBR-RIGHT BANK TOE m a N CROSS SECTION 3 n num m CROSS SECTION 4 583
TW -THALWEG 584 - m m 584 583 m m
,a STATION 1+22 N STATION 2+62
583 - - - - 583 582 582
0+00 0+10 0+20 0+30 0+40 0+50 0+00 0+10 0+20 0+30 0+40 0+50
Win DO
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DATE: 0412712015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
RO&DST
REVIEWED BY:
OST/EGT
PROJECT: TLS -14-029
FILE:
POPLIN MWE_95359-AB_TLS_F
SCALE: ASSHOWN
SHEET
22 of 22