20181442 Ver 1_Dugout_SAW-2018-01883_AsBuilt Report_20230310

ID#* 20181442 Version* 1
Select Reviewer:
Ryan Hamilton
Initial Review Completed Date 03/20/2023
Mitigation Project Submittal - 3/10/2023
Is this a Prospectus, Technical Proposal or a New Site?* Yes No
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name: * Email Address:
Ben Carroll [e-mail]
Project Information
ID#: * 20181442 Version:* 1
Existing ID# Existing Version
Project Type: DMS Mitigation Bank
Project Name: Dugout Stream and Wetland Mitigation Site
County: Cumberland
Document Information
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: Dugout _SAW-2018-01883_AsBuilt Report.pdf 38.14MB
Please upload only one PDF of the complete file that needs to be submitted...
Signature
Print Name:* Benton R Carroll
Signature: *
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3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612

Corporate Headquarters
6575 West Loop South, Suite 300
Bellaire, TX 77401
Main: 713.520.5400

res.us
March 10, 2023

Todd Tugwell
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

Subject: RES Cape Fear 05 UMBI Dugout (SAW- 2018-01883) As-Built Baseline Report Submittal

Mr. Tugwell:

On behalf of Environmental Banc & Exchange, LLC, a wholly owned subsidiary of Resource Environmental Solutions (RES), I
am pleased to submit the RES Cape Fear 05 UMBI Dugout As-Built Baseline Report. Construction and planting for this project
were completed in August and December 2022, respectively.
The site was built to design and guidelines with some adjustments, which are noted and described in the baseline monitoring
report and record drawings.
RES setup cross sections in September 2022, while vegetation plots, wetland gauges, and stream monitoring devices were
installed in January 2023. Monitoring data of the vegetation indicates that all plots are exceeding the interim success criteria
of 320 planted stems per acre. Additionally, cross section data closely matches design parameters.
Upon approval of this as-built report, RES is requesting a 15% stream credit release (980.12 SMUs) and a 15% wetland credit
release (0.927 SMUs). A credit breakdown is shown on the following page. Please see enclosed the credit release schedule,
updated credit ledger, and as-built baseline report.
Thank you for all of your time and consideration and we look forward to continuing to work with you all as this Project
progresses. Please contact me at 336-514-0927 or [e-mail] if you have any questions or require any additional
information.

Thank you,

Ben Carroll, Engineer
[e-mail] | 336-514-0927

Transaction Credits Released Credits Debited Current Credits
Number To Bank From Bank Credit Balance Reserved Purchaser Project Permit Number Date HUC
1 980.12 9/30/21
Total 980.12 0.00 980.12 0.0
RES CAPE FEAR 05 UMBRELLA MITIGATION BANKING INSTRUMENT
DUGOUT STREAM CREDIT LEDGER (HUC 03030005)
Friday, March 10, 2023
Credits Released: Task 1
Transaction Credits Released Credits Debited Current Credits
Number To Bank From Bank Credit Balance Reserved Purchaser Project Permit Number Date HUC
1 1.10 9/30/21
2 0.59 Pulte Group Mallory Creek SAW-2013-00173 12/20/22 03030005
Total 1.10 0.59 0.51 0.0
RES CAPE FEAR 05 UMBRELLA MITIGATION BANKING INSTRUMENT
DUGOUT WETLAND CREDIT LEDGER (HUC 03030005)
Friday, March 10, 2023
Credits Released: Task 1
Project Name:
Sponsor Name:
USACE Action ID:
NCDWQ Action ID:
Non-Forested
Wetland Credits
Warm Water Cool Water
Cold
Water
Riparian
Preservation
Riparian
Non-
Preservation
Non-Riparian Coastal
6534.133 0.172 6.183
Scheduled
Releases Warm Water Cool Water
Cold
Water
Scheduled
Releases
Riparian
Riverine
Riparian
Non-Riverine Non-Riparian Scheduled
Releases Coastal
1 (Bank/Site Establishment)1, 2 15% 980.120 15% 1.1 15% 9/30/2021 9/30/2021
2 (Year 0/As-Built)15% 980.120 15% 0.927 15% 5/1/2021
3 (Year 1 Monitoring)10% 653.413 10% 0.618 10%
4 (Year 2 Monitoring)10% 653.413 10% 0.618 15%
5 (Year 3 Monitoring)10% 653.413 15% 0.927 20%
6 (Year 4 Monitoring)5% 326.707 5% 0.309 10%
7 (Year 5 Monitoring)10% 653.413 15% 0.927 15%
8 (Year 6 Monitoring)5% 326.707 5% 0.309 NA NA
9 (Year 7 Monitoring)10% 653.413 10% 0.618 NA NA
Stream Bankfull Standard3 10% 653.413 NA NA NA NA NA NA Varies4
Total Credits Release to Date 980.120 1.1
Date
Wilmington District Mitigation Bank Credit Release Schedule
3 - A 10% reserve of credits to be held back until the bankfull event performance standard has been met.
1 - The first credit release milestone is based on the potential credits stated in the approved mitigation plan.
2 - The first credit release shall occur upon establishment of the mitigation bank, which includes the following criteria:
1) Execution of the MBI or UMBI by the Sponsor and the USACE;
2) Approval of the final Mitigation Plan;
3) Mitigation bank site must be secured;
4) Delivery of the financial assurances described in the Mitigation Plan;
5) Recordation of the long-term protection mechanism and title opinion acceptable to the USACE;
6) 404 permit verification for construction of the site, if required.
Contingencies (if any):
Signature of Wilmington District Official Approving Credit Release
Dugout Stream and Wetland Mitigation Project
EBX
SAW-2018-01883
DWR # 20181442
Potential Credits from Mitigation Plan
Forested Wetland Credits
Total Potential Credits
Projected
Release Date
Actual Release
Date
Potential Credits from As-Built Survey
Stream Credits
Credit Classification
Non-Forested Wetland
CreditsForested Wetland CreditsStream Credits
Current and Future Credit Releases
Credit Release Milestone
Cumberland
3030005
2023
3/10/2023
County:
8-Digit HUC:
Year Project Instituted:
Date Prepared:

As-Built Baseline Monitoring Report

DUGOUT STREAM AND WETLAND
MITIGATION PROJECT

CUMBERLAND COUNTY, NORTH CAROLINA
USACE Action ID: SAW-2018-01883 | DWR Project # 20181442
Cape Fear River Basin, HUC 03030005

Provided by:
Bank Sponsor: Environmental Banc & Exchange, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
919-770-5573

March 2023
Dugout Stream and 1 Baseline Monitoring Report
Wetland Mitigation Site March 2023
Table of Contents
1 PROJECT SUMMARY ...................................................................................................................................... 3
1.1 Project Location and Description .................................................................................................... 3
1.2 Project Goals and Objectives ............................................................................................................ 3
1.3 Project Success Criteria ....................................................................................................................... 4
1.3.1 Stream Restoration Success Criteria ..................................................................................... 5
1.3.2 Wetland Success Criteria ........................................................................................................... 5
1.3.3 Vegetation Success Criteria ...................................................................................................... 6
1.4 Project Components ............................................................................................................................ 6
1.5 Stream and Wetland Design/Approach ........................................................................................ 7
1.5.1 Streams ............................................................................................................................................ 7
1.5.2 Wetlands ....................................................................................................................................... 10
1.6 Construction and As-Built Conditions ......................................................................................... 12
1.7 Baseline Monitoring Performance (MY0) ................................................................................... 13
1.7.1 Vegetation ................................................................................................................................... 13
1.7.2 Stream Geomorphology ......................................................................................................... 14
1.7.3 Stream Hydrology ..................................................................................................................... 14
1.7.4 Alternative/Visual Monitoring for TV1-C (Hydrologic Restoration) ....................... 14
1.7.5 Wetland Hydrology .................................................................................................................. 15
2 METHODS ........................................................................................................................................................ 15
3 REFERENCES ................................................................................................................................................... 16

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Wetland Mitigation Site March 2023
Appendix A: Background Information
Table 2: Project Activity and Reporting History
Table 3: Project Contacts Table
Figure 1: Site Location Map

Appendix B: Visual Assessment Data
Figure 2 (a-c): Current Conditions Plan View
Vegetation Plot Photos
Monitoring Device Photos
General Photos

Appendix C: Vegetation Plot Data
Table 4: Planted Species Summary
Table 5a: Main Vegetation Plot Mitigation Success Summary
Table 5b: Supplemental Vegetation Plot Mitigation Success Summary (Understory)
Table 6a: Main Stem Count Total and Planted by Plot Species
Table 6b: Supplemental Stem Count Total and Planted by Plot Species (Understory)

Appendix D: Stream Measurement and Geomorphology Data
Table 7: Baseline Stream Data Summary
Table 8: Cross Section Morphology Data Table
Cross Section Overlay Plots

Appendix E: Hydrology Data
Groundwater Well Soil Profile Characterization Data Forms

Appendix F: As-Built & Record Drawings
Dugout As-Built Survey
Dugout Sealed Record Drawings

Dugout Stream and 3 Baseline Monitoring Report
Wetland Mitigation Site March 2023
1 PROJECT SUMMARY
1.1 Project Location and Description
The Dugout Stream and Wetland Mitigation Project (“Project”) is located within Cumberland
County, approximately 7 miles south of Fayetteville. The Project lies within the Cape Fear River
Basin, North Carolina Department of Water Resources (“NCDWR”) sub-basin 03-06-15 and
United States Geological Survey (“USGS”) 12-digit hydrologic unit code (“HUC”)
030300050102 (Willis Creek Watershed) (Figure 1). The Project is designed to help meet
compensatory mitigation requirements for stream and wetland impacts in the HUC 03030005.

The Project is comprised of a 37.17-acre easement located upstream of the Cape Fear River,
encompassing a portion of the Gray’s Creek floodplain. The Project involves Grays Creek, two
of its unnamed tributaries, and riparian wetlands that all ultimately drain a few miles southeast
to the Cape Fear River. The Project restored 5,199 linear feet (“LF”) and enhanced 1,671 LF of
stream as well as restored 4.485 acres (“ac”), enhanced 7.395 ac, and preserved 1.720 ac of
wetlands that provides water quality benefits and ecosystem uplift for the Project’s 8.31 mi2
drainage area.

The aquatic resources associated with the Project have been highly manipulated and degraded
over time due to agriculture and forestry practices. Project streams, especially Grays Creek,
have historically been diverted, straightened, and dredged, leading to unstable channels with
poor hydraulic function and wetlands with decreased hydrology. Also, networks of surface
ditches further alter the natural hydrology of the stream-wetland complex. Additionally, much
of the Project’s existing forest was most recently logged approximately nine years ago. Further,
active livestock pasture and row crop fields abut portions of Project streams where riparian
buffers are either very narrow or absent. Therefore, the Project presented a great opportunity
to address the RBRP goal of reducing non-point source pollution, especially fecal coliform,
while also providing tremendous additional uplift to a degraded stream-wetland floodplain
system.
1.2 Project Goals and Objectives
Through the comprehensive analysis of the Project’s maximum functional uplift using the
Stream Functions Pyramid Framework, specific, attainable goals and objectives were realized
by the Project. These goals clearly addressed the degraded water quality and nutrient input
from non-point source pollution in the watershed and promote long-term resilience to the
inevitable, spiking population growth that were identified as major watershed stressors in the
2009 Cape Fear River RBRP. The Project addressed these stressors and supported the RBRP
goals.

The Project goals were:

 Re-establish or improve hydrology to a historical stream-wetland complex that has
been manipulated by agricultural practices for over 70 years.
Dugout Stream and 4 Baseline Monitoring Report
Wetland Mitigation Site March 2023
 Improve water transport from watershed to channels in a non-erosive manner and
improve and maintain a stable water table in riparian floodplain wetlands;
 Improve water quality within the restored and enhanced stream channels and
downstream watercourses by reducing sediment and nutrient loads;
 Improve flood flow attenuation on site and downstream by allowing for overbanks
flows and connection to the active floodplain;
 Create diverse bedforms and stable channels that achieve healthy dynamic equilibrium
and provide suitable habitat for life;
 Improve instream habitat;
 Restore and enhance wetland hydrology and soils;
 Restore, enhance, and preserve native wetland and riparian vegetative communities;
and
 Support the life histories of aquatic and riparian plants and animals through stream
and wetland restoration activities.

The Project objectives that addressed these goals were:

 Design and reconstruct stream channels that will convey bankfull flows while
maintaining stable dimension, profile, and planform based on modeling, watershed
conditions, and reference reach conditions;
 Maintain regular, seasonal flow in restored, intermittent stream reaches;
 Permanently exclude livestock from all stream channels, their associated buffers, and
wetlands;
 Add in-stream structures and bank stabilization measures to improve bedform
diversity and protect restored and enhanced streams;
 Install habitat features such as brush toes, constructed riffles, woody materials, and
pools of varying depths to restored and enhanced streams;
 Reduce bank height ratios and increase entrenchment ratios in restored stream
channels;
 Relocate stream channels back within the low of the existing floodplain, raise stream
bed elevations, and plug and/or fill surface ditches to restore and enhance wetland
hydrology and maintain appropriate hydroperiod for Johnston and Deloss soil series;
 Plant wetland areas and increase forested riparian buffers to at least 50 feet on both
sides of the channel along Project streams with a native, hardwood plant community;
 Treat exotic invasive species; and
 Establish a permanent conservation easement on the Project that will perpetually
protect streams, wetlands, and their associated buffers.

1.3 Project Success Criteria
The success criteria for the Project follows the 2016 USACE Wilmington District Stream and
Wetland Compensatory Mitigation Update and subsequent agency guidance. Specific success
criteria components are presented below.
Dugout Stream and 5 Baseline Monitoring Report
Wetland Mitigation Site March 2023
1.3.1 Stream Restoration Success Criteria
Four bankfull flow events must be documented within the seven-year monitoring period. The
bankfull events must occur in separate years. Otherwise, the stream monitoring will continue
until four bankfull events have been documented in separate years.

Intermittent stream reaches being restored will be monitored to document intermittent or
seasonal surface flow. This will be accomplished through direct observation and the use of
automatic-logging pressure transducers with data loggers (flow gauge). Reaches must
demonstrate a minimum of 30 consecutive days of flow each year.

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. Bank height ratio shall not exceed 1.2, and the
entrenchment ratio shall be no less than 2.2 within restored riffle cross sections.

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 development of 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.

Because reach TV1-C is not designed as a constructed channel and expected to serve as a
passive hydrologic connection to Grays Creek, it is expected that a stream conveyance via
series of drainages or a braided system will develop through the existing forested wetland.
Therefore, performance standards are intended to qualitatively demonstrate the development
of such a system through direct observation and photography. The development of the system
will be gradual over time; therefore, success will be demonstrated throughout the monitoring
period by documenting the following evidence: Primary flow path(s); scour; sediment
deposition; sediment sorting; ripples; presence of baseflow; litter, debris, and/or wrack; matted
or absent vegetation; lack of leaf litter; formation of bed and bank; sediment shelving; water
staining; change in soil character compared to surrounding area.
1.3.2 Wetland Success Criteria
The Natural Resources Conservation Service (NRCS) has a current WETs table (1990-2019) for
Cumberland County upon which to base a normal rainfall amount and average growing
season. The closest comparable data station was determined to be the WETS station at
Fayetteville Regional Airport in Grannis Field, NC. This station determines the growing season
to be 259 days long, extending from March 12 to November 26, and is based on a daily
minimum temperature greater than 28 degrees Fahrenheit occurring in five of ten years.
Dugout Stream and 6 Baseline Monitoring Report
Wetland Mitigation Site March 2023

Based upon field observation across the site, the NRCS mapping units show a good correlation
to actual site conditions in areas of the site. Mitigation guidance for soils in the Coastal Plain
suggests a hydroperiod for both the Johnston and Deloss soil series of 12 to 16 percent of the
growing season. Notably, due to the current drainage and permeable soils, it may take at least
a year for the site to become completely saturated and reach the target hydroperiod.
Therefore, hydrology success criterion for the Project is to restore the water table so that it
will remain continuously within 12 inches of the soil surface for at least 10 percent of the
growing season (approximately 26 days) in monitoring years one and two, and 12 percent of
the growing season (approximately 31 days) in monitoring years three, four, five, six, and seven
at each groundwater gauge location.

In addition to the above wetland hydrology performance standard, wetland areas proposed
as Enhancement (Low) will only meet success if the stream restoration bankfull events success
criteria are also met. This will ensure that these wetlands are receiving more frequent floods
post-stream restoration.
1.3.3 Vegetation Success Criteria
Specific and measurable success criteria for plant density within the riparian buffers on the
Project will follow IRT Guidance. The interim measures of vegetative success for the Project
will be the survival of at least 320 planted three-year old trees per acre at the end of Year 3,
260 five-year old trees at 7 feet in height at the end of Year 5, and the final vegetative success
criteria will be 210 trees per acre with an average height of 10 feet at the end of Year 7.
Volunteer trees will be counted, identified to species, and included in the yearly monitoring
reports, but will not be counted towards the success criteria of total planted stems. Moreover,
any single species can only account for up to 50 percent of the required number of stems
within any vegetation plot. Any stems in excess of 50 percent will be shown in the monitoring
table but will not be used to demonstrate success.

The supplemental planting zone that encompasses the area around TV1-A, TV5-A, and the
associated portion of WD will adhere to the same success criteria as the rest of the Project (as
detailed above) except that there will not be a height criterion since these planted trees will
mostly be growing in the understory in shade condition. Therefore, this area will demonstrate
survival of at least 320 planted three-year old trees per acre at the end of Year 3, 260 planted
five-year old trees at the end of Year 5, and the final vegetative success criteria will be 210
planted trees per acre at the end of Year 7. Existing, mature trees that were not planted may
be documented and included in the yearly monitoring reports but will not be counted towards
the success criteria of total planted stems.

1.4 Project Components
Through stream restoration and enhancement, the Project presented 6,870 LF of proposed
stream, that generated 5,986.333 base Warm Stream Mitigation Units (“SMU”) (Table 1). By
incorporating wider buffers, the total adjusted SMUs for the Project amount to 6,534.133.
Dugout Stream and 7 Baseline Monitoring Report
Wetland Mitigation Site March 2023
Additionally, the Project presented 13.600 acres of wetland re-establishment, enhancement,
and preservation, that generated 6.355 Riparian Wetland Mitigation Units (“WMU”) (Table 1).

Table 1: Mitigation Plan Stream Credits
Stream Mitigation
Mitigation Approach Linear Feet Ratio Warm SMUs
Restoration 5,199 1:1 5,199.000
Enhancement I 971 1.5:1 647.333
Enhancement III 700 5:1 140.000
Total 6,870 5,986.333
Total Adjusted SMUs* 6,534.133
*SMUs are adjusted in accordance with Section XI(C)- “Wilmington District Stream Buffer Credit Calculator”,
supplied to Providers in January 2021, from the USACE. A detailed description of the methodology and calculations
is described below in Section 6.6 as well as Appendix C and Figure 10.

Wetland Mitigation
Mitigation Approach Area (acres) Ratio Riparian WMU
Re-establishment 4.485 1:1 4.485
Enhancement (High) 0.167 2:1 0.084
Enhancement (Medium) 1.269 3:1 0.423
Enhancement (Low) 5.959 5:1 1.192
Preservation 1.720 10:1 0.172
Total** 13.600 6.355
** Areas generating wetland credit are within the proposed 50-foot stream buffer area or are wholly outside of the
Non-standard buffer width areas generating additional stream credit (>150 ft.); therefore, additional stream credit
areas and wetland credit areas do not overlap.
1.5 Stream and Wetland Design/Approach
The detailed treatment plan and design approach is as follows:
1.5.1 Streams
Reach GC2
An offline restoration approach was proposed for this reach to address historic channel
realignment, areas of bed instability, and bank erosion and incision. Restoration activities
included:
- Grading a new single thread channel in the existing floodplain,
- Installing log structures to provide grade control and habitat,
- Establishing a riffle-pool sequence throughout the new channel,
- Installing brush toe protection on meander bends,
- Stabilizing banks via live-staking,
- Filling the existing channel,
- Riparian planting,
- Invasive vegetation treatment.

Dugout Stream and 8 Baseline Monitoring Report
Wetland Mitigation Site March 2023
Reach GC3
An offline restoration approach was proposed for this reach to address channelization, channel
diversion, areas of bed instability, bank erosion and incision, and buffer impacts. The proposed
channel was relocated back to the south and through the middle of the valley, starting at the
upstream end of the reach. The existing portion of Grays Creek that flows to the north and
along the eastern edge of an adjacent landowner’s property was not abandoned, but partially
filled instead. This section (Swale A, Sheet S15) remains open and was re-graded as a swale
and to redirect flow to the south and into proposed Reach GC3. The construction of the swale
was necessary to prevent hydrologic trespass on the adjacent property regarding stormwater
runoff and to avoid impacts to their septic field located on the west of the proposed
swale/existing Grays Creek.

In addition to Swale A, Swale B was constructed to address an existing ditch that enters the
proposed reach near STA 26+50. The swale involved filling and flattening the ditch such that
flow will be diffused through the floodplain before reaching proposed GC3. An engineered
sediment pack (ESP) and small depression was installed along the swale just inside the
easement. The ESP acts as a stormwater control measure to filter concentrated flows received
from the ditch. Restoration activities included:
- Grading a new single thread channel in the existing floodplain and through a relic
channel between stations 22+25 and 26+50,
- Installing log structures to provide grade control and habitat,
- Establishing a riffle-pool sequence throughout the new channel,
- Installing brush toe protection on meander bends,
- Stabilizing banks via live-staking,
- Filling and plugging the existing channel,
- Livestock exclusion,
- Riparian planting,
- Invasive vegetation treatment.

Reach GC4
An enhancement I approach was proposed for this reach to address areas of bank erosion and
incision, and buffer impacts. Enhancement activities included:
- Cutting a floodplain bench along the left bank for its entire length,
- Cutting a floodplain bench along the right bank to approximately STA 58+30,
- Removing and stockpiling topsoil for placement on floodplain benches,
- Installing habitat structures in the form of brush beds or log sills,
- Stabilizing banks via live-staking,
- Riparian planting,
- Invasive vegetation treatment.

Dugout Stream and 9 Baseline Monitoring Report
Wetland Mitigation Site March 2023
Reach TV1-A
An enhancement III approach was proposed for this reach to limit the extensive amount of
invasive vegetation, especially Chinese privet, and supplement the riparian forest with
desirable tree species. Enhancement III activities included:
- Widening the breach of the drained impoundment to provide floodplain access
through the old dam,
- Treating invasive vegetation,
- Riparian planting, and
- Protecting the reach in a conservation easement.

Reach TV1-B
A mix of offline and inline restoration was proposed for this reach to address a headcut in the
channel and to tie the reach back into the Grays Creek floodplain. Reach TV1-B transitions to
TV1-C (the floodplain of Grays Creek), to mimic other features near the Project and in the
greater coastal region and encourages the formation of the multithread system of TV1-C.
Restoration activities included:
- Grading a new single thread channel in the existing floodplain,
- Establishing a riffle-pool sequence throughout the new channel,
- Installing toe protection on meander bends,
- Stabilizing banks via live-staking,
- Riparian planting,
- Invasive vegetation treatment.

Reach TV1-C
A hydrologic restoration approach was proposed for this reach to encourage the formation of
a natural, multithread stream and wetland complex in the low gradient floodplain of Grays
Creek between TV1-B and GC3. The existing location of Grays Creek in this area being on the
edge of the floodplain, and the existing, large headcut that drops TV1 into the incised Grays
Creek, indicated that TV1 was disconnected from the Grays Creek floodplain and thus
effectively lost a functioning confluence with Grays Creek and the greater stream-wetland
complex. Therefore, through the restoration of TV1-B and Grays Creek, it is anticipated that a
natural, braided stream will result, and the hydrologic connection of these features will be
restored. Hydrologic restoration activities included:
- Spreading out flows from TV1-B in the floodplain of GC3,
- Invasive vegetation treatment.

Notably, due to the nature of this feature, TV1-C was credited as a straight-line length through
a 100-foot corridor and will not be pursued for any additional type of credit. Therefore, the
reach was not included in any additional credit for wider buffers (Figure 2) nor was any
wetland credit generated within the 100-foot corridor.

Dugout Stream and 10 Baseline Monitoring Report
Wetland Mitigation Site March 2023
Reach TV5-A
An enhancement III approach was proposed for this reach to limit the extensive amount of
invasive vegetation, especially Chinese privet, and supplement the riparian forest with
desirable tree species. Enhancement III activities included:
- Treating invasive vegetation,
- Riparian planting,
- Protecting the reach in a conservation easement.

Reach TV5-B
A mix of offline and inline restoration was proposed for this reach to tie the reach to TV1.
Restoration activities included:
- Grading a new single thread channel in the existing floodplain,
- Establishing a riffle-pool sequence throughout the new channel,
- Installing toe protection on meander bends,
- Stabilizing banks via live-staking,
- Filling the existing channel,
- Riparian planting,
- Invasive vegetation treatment.
1.5.2 Wetlands
The Dugout Project offers a total ecosystem restoration opportunity that will revitalize a highly
manipulated floodplain forest community. As such, the wetland restoration and enhancement
were closely tied to the stream restoration. Wetland restoration aims to re-establish hydrology
and hydrophytic vegetation to currently non-wetland areas that exhibit hydric soil indicators
and drained hydrology, while enhancement areas aim to improve hydrology or vegetation in
already jurisdictional wetland areas. The Project attempts to provide functional uplift to
wetlands through a combination of wetland re-establishment, enhancement, and
preservation.
Re-establishment
Wetland re-establishment with a credit ratio of 1:1 occurs in the area east of the pre-existing
jurisdictional wetland boundary of WA. This re-established wetland area is referred to as “WE”
(Wetland E). This area contained hydric soils but lacked sufficient wetland hydrology and a
lowered water table due to an altered landscape and drainage modifications, including the
relocated and incised Grays Creek, presence of highly permeable soils, and the location of
drainage ditches intercepting groundwater discharges onto the floodplain. As mentioned
above, the hydrologic restoration of this area is directly related to the stream restoration
activities. Reconstructing Grays Creek (specifically reach GC3), with an appropriately sized
channel back within the low of the existing floodplain, and plugging and filling the incised,
abandoned channel, will raise the local groundwater elevation that will allow frequent
flooding. Also, plugging and filling nearby ditches will redirect seepage back onto the
floodplain and limit surface drainage. Additionally, the re-established wetland area was
planted with bare root hardwood trees representative of a Coastal Plain Small Stream Swamp
community.
Dugout Stream and 11 Baseline Monitoring Report
Wetland Mitigation Site March 2023

There are two additional, small areas of re-establishment within the Project. One area along
reach GC2 consists of a portion of the existing Grays Creek and a large berm associated with
it. For this area, the existing channel was abandoned and backfilled, while the berm material
was be removed to match the surrounding floodplain elevation. This patch of re-establishment
is referred to as “WF” (Wetland F). The other small area of re-establishment occurs near the
start of restoration on TV1-B. Similar to WF, this area consists of a portion of the existing Grays
Creek and berm that was be abandoned, backfilled, and leveled in order to connect the
existing jurisdictional wetlands WD and WA. This patch of re-establishment is referred to as
“WG” (Wetland G). Like the rest of the wetland re-establishment, these areas were planted
with bare root hardwood trees.
Enhancement (High)
Wetland enhancement with a credit ratio of 2:1 is occurs within the pre-existing jurisdictional
wetland WC. This wetland is naturally fed by groundwater; however, the former impoundment
had created unfavorable conditions for regeneration of woody wetland vegetation. Therefore,
the primary approach to enhance this wetland was to plant native bare root trees in order to
establish a wetland hardwood forest community.
Enhancement (Medium)
Wetland enhancement with a credit ratio of 3:1 occurs within the pre-existing jurisdictional
wetland WD that is associated with the enhancement of stream reaches TV1-A and TV5-A.
This riparian wetland area had a degraded vegetative community with a sparse canopy that
lacked diversity and an understory overtaken by Chinese privet. Therefore, in line with the
enhancement activities for stream reaches TV1-A and TV5-A, the primary approach to enhance
this wetland area was to intensively treat the Chinese privet and plant native bare root trees,
while leaving the existing mature canopy trees, in order to improve the structure and diversity
of the wetland hardwood forest community.
Enhancement (Low)
Wetland enhancement with a credit ratio of 5:1 occurs within the pre-existing jurisdictional
wetland WA where stream restoration also occurred. These areas already supported
jurisdictional wetland hydrology and were fully forested; however, the relocation of Grays
Creek away from the natural floodplain position along with its incision had undoubtedly
altered the natural hydrology of the wetland areas. Therefore, by reconstructing Grays Creek
(specifically reach GC2 and GC3), with an appropriately sized channel back within the low of
the existing floodplain, and plugging and filling the incised, abandoned channel, the local
groundwater elevation will rise and more frequent flooding will occur, ultimately improving
hydrology to the entire system. A low, 5:1 credit ratio was proposed because although
restoring Grays Creek will improve wetland hydrology, the wetland was already jurisdictional.
Additionally, all forested areas that were impacted within the stream restoration corridor were
replanted with bare root hardwood trees representative of a Coastal Plain Small Stream
Swamp.
Dugout Stream and 12 Baseline Monitoring Report
Wetland Mitigation Site March 2023
Preservation
Wetland preservation with a credit ratio of 10:1 occurs for the remaining pre-existing
jurisdictional wetland areas within WA that will not be directly enhanced by stream restoration
efforts. These areas will remain forested and protected in perpetuity.
1.6 Construction and As-Built Conditions
Stream construction was completed in August 2022 and planting was completed in December
2022. The Dugout Site was built to design plans and guidelines except for a few changes. Most
notably, the floodplain of reach GC4 (Enhancement I) was graded much more extensively than
proposed, meaning that there is now a significantly wider floodplain that offers greater flood
prone area and flood storage. During construction, RES required more fill material to properly
fill the old channel, and the most effective area to do so was the area along GC4. Furthermore,
some additional fill was required and so a floodplain pool was excavated east of the ford
crossing along GC3 and is located between the old channel and the restored channel. This
floodplain pool was still planted with trees and provides the opportunity for some habitat
diversity in the otherwise homogenous stream construction corridor. Also, neither of these
additional grading activities impacted any existing, jurisdictional wetlands.

The as-built condition of reach TV1-C (Hydrologic Connection) does not represent the
intended, proposed condition, as the potential for surface flow is minimal in its current state.
During construction of Gray’s Creek and TV1-B, the clearing activities removed significant root
mass from the existing forest floor, thereby slightly lowering the floodplain elevations within
the grading corridor as compared to the existing forested area just downstream. Because the
forest was left intact within the 100-foot corridor of TV1-C, the slightly higher ground elevation
blocks surface flow from traveling linearly toward Gray’s Creek and is instead ponding and
diffusing into the groundwater. With that said, there is a perceived groundwater connection
through TV1-C that connects TV1-B to Gray’s Creek from what appears to be heavy, persistent
groundwater discharge at the “confluence” of Gray’s Creek. All things considered, RES plans
adaptive management to do minor grading that will promote surface flow through the 100-ft
corridor. RES will survey the elevations through the corridor and then use a small piece of
equipment to perform minor grading to connect natural low-spots where a channel or
network of drainages can develop. This will involve some clearing of existing brush and
saplings while mature trees will be avoided, grading high-spots, and grading very shallow
paths in the existing ground. Note that this entire area around TV1-C proposed for work is
already permitted for temporary wetland impacts in the Nationwide 27 Permit and physical
access to the area is nearby and easy; therefore, RES believes the proposed work will have
minimal adverse impacts to the Project. Upon IRT approval, RES plans to execute the work
within the 2023 year and before submitting a Year 1 Monitoring Report.

Other minor changes from proposed design were the addition of some very shallow swales in
the Gray’s Creek floodplain that were added to promote positive drainage away from certain
areas of the old channel, located along the valley toe-of-slope, and towards Gray’s Creek and
its floodplain. The swales are shallow and do not contain rock, and RES expects that they will
Dugout Stream and 13 Baseline Monitoring Report
Wetland Mitigation Site March 2023
quickly vegetate along with the rest of the floodplain. The record drawings are included in
Appendix F.

Planting plan changes are outlined in Appendix C. The proposed tree species were planted
on December 20th, 2022. All 11 of the originally proposed species were planted, and
percentages were similar to the planting plan in Final Mitigation Plan. However, the one
significant change to the planting plan was that an additional understory-specific species
composition was added and planted in the Supplemental Planting Zone associated with
reaches TV1-A, TV5-A, and Wetland D. The additional species include American hornbeam
(Carpinus caroliniana), American holly (Ilex opaca), swamp bay (Persea palustris), sweetbay
magnolia (Magnolia virginiana), sweet pepperbush (Clethra alnifolia), and spicebush (Lindera
benzoin). For the supplemental planting zone, the extensive Chinese privet (Ligustrum sinense)
was cut and removed from the planting area prior to planting to allow space for planted
understory trees to thrive. The remaining, smaller Chinese privet throughout was chemically
treated.

Minor monitoring device location changes were made during as-built installation; however,
the quantities remained as proposed in the Final Mitigation Plan.

Another deviation from the final mitigation plan is that no fencing was installed at the Project
site. Since the time of the final, approved mitigation plan, the landowner decided to
completely rid his farm of cattle; therefore, cattle no longer exist onsite and fencing by RES
was not necessary.
1.7 Baseline Monitoring Performance (MY0)
The Dugout baseline monitoring activities were performed between September 2022 and
January 2023. All baseline monitoring data is present below and in the appendices. The Project
is on track to meeting vegetation, stream, and wetland interim success criteria.
1.7.1 Vegetation
Setup and monitoring of 14 fixed vegetation plots and seven random vegetation plots was
completed after planting and stream construction on January 19th, 2023. Two of the random
vegetation plots were within the “Supplemental Planting Zone” in accordance with the
alternative monitoring plan and success criteria for that zone. Data from the two random plots
in the “Supplemental Planting Zone” are not included with the data for the rest of the site and
therefore will not affect success of the “Main Planting Zone.” Data from the two random plots
for the “Supplemental Planting Zone” will be processed and presented separately and will
exclusively represent the success of the “Supplemental Planting Zone”. Vegetation data is in
Appendix C, associated photos are in Appendix B, and plot locations are in Appendix B.

Main Planting Zone
MY0 monitoring data indicates that all plots are exceeding the interim success criteria of 320
planted stems per acre. Planted stem densities ranged from 567 to 1,295 planted stems per
Dugout Stream and 14 Baseline Monitoring Report
Wetland Mitigation Site March 2023
acre with a mean of 850 planted stems per acre across all plots. A total of 11 planted species
were documented within the plots. Additional volunteer species were noted at baseline
monitoring and are expected to further establish in upcoming years. The average stem height
in the plots was 1.6 feet.

Visual assessment of vegetation outside of the monitoring plots indicates that the herbaceous
vegetation is becoming well established throughout the project.
Supplemental Planting Zone (Understory Plantings)
MY0 monitoring data indicates that the two random vegetation plots are exceeding the
interim success criteria of 320 planted stems per acre. Planted stem densities ranged from 890
to 971 planted stems per acre with a mean of 931 planted stems per acre across all plots. A
total of six planted species were documented within the plots. Volunteer species, including
existing, mature trees were noted at baseline monitoring. Planted stem height is not being
considered as a success criteria in this zone.

Visual assessment of vegetation outside of the monitoring plots indicates that the herbaceous
vegetation and existing, native trees remain well established.
1.7.2 Stream Geomorphology
A total of 21 cross sections were installed and geomorphology data collection for MY0 was
conducted on September 1st, 2022. Summary tables and cross section plots are in Appendix
D. Overall, the baseline cross sections and profile relatively match the proposed design. The
as-built conditions show that shear stress and velocities have been reduced for the restoration
reach. The reach was designed as a sand bed channel and remain classified as a sand bed
channel post-construction.

Visual assessment of the stream channel was performed to document signs of instability, such
as eroding banks, structural instability, or excessive sedimentation. The channel is transporting
sediment as designed and will continue to be monitored for aggradation and degradation.
1.7.3 Stream Hydrology
Four stage recorders were installed on January 31st, 2023, to document bankfull events along
Grays Creek. Three stage recorders are located on GC3 and one on GC2.

One flow gauge was installed on January 31st, 2023, on TV5-B, to document presence and
persistence of stream flow in the intermittent channel.

Stream hydrology data will be included in the Monitoring Year 1 Report in this section and in
the appendices. The gauge locations can be found on Figure 2 and photos are in Appendix
B.
1.7.4 Alternative/Visual Monitoring for TV1-C (Hydrologic Restoration)
As discussed earlier in Section 1.6, reach TV1-C does not yet indicate signs of an obvious
stream conveyance. However, the proposed adaptive management for this reach should
Dugout Stream and 15 Baseline Monitoring Report
Wetland Mitigation Site March 2023
promote surface flow, and the qualitative indicators outlined in Section 1.3.1 for reach TV1-
C will be documented in the Year 1 Monitoring Report. Photos of the “top” and “bottom” of
TV-C are included in the Dugout General Photos in Appendix B.
1.7.5 Wetland Hydrology
A total of 11 groundwater wells with automatic recording pressure transducers were installed
throughout the wetland areas on January 31st, 2023. Six groundwater wells (GW2, GW4, GW8,
GW9, GW10, and GW11) were installed in wetland re-establishment areas. Three groundwater
wells (GW1, GW6, and GW7) were installed in wetland enhancement areas. Two groundwater
wells (GW3 and GW5) were installed in wetland preservation areas to serve as references. The
groundwater wells record water table levels at a frequency of twice per day. The purpose of
these groundwater wells is to demonstrate maintenance of jurisdictional wetland hydrology.
Wetland hydrology data will be included in the Monitoring Year 1 Report in this section and
in the appendices.
2 METHODS
Stream cross section monitoring was conducted using a Topcon GTS-312 Total Station. Three-
dimensional coordinates associated with cross-section data were collected in the field (NAD83
State Plane feet FIPS 3200). Morphological data were collected at 21 cross-sections. Survey
data were imported into CAD, ArcGIS®, and Microsoft Excel® for data processing and
analysis.

The stage recorders and flow gauges documenting stream hydrology include an automatic
pressure transducer placed in PVC casing in a pool. The elevation of the bed and top of bank
at each stage recorder are used to detect bankfull events.

Vegetation success is being monitored at 14 fixed monitoring plots and seven random
monitoring plots. Vegetation plot monitoring follows the CVS-EEP Level 2 Protocol for
Recording Vegetation, version 4.2 (Lee et al. 2008) and includes analysis of species
composition and density of planted species. Data are processed using the CVS data entry tool.
In the field, the four corners of each plot were permanently marked with PVC at the origin and
metal conduit at the other corners. Photos of each plot are taken from the origin each
monitoring year. The random plot data are collected in locations where there are no
permanent vegetation plots. Random plots are typically collected in the form of 100 square
meter belt transects with variable dimensions. Tree species and height are recorded for each
planted stem and the transects are mapped, and new locations will be monitored in
subsequent years.

Wetland hydrology is being monitored to document success of wetland restoration areas as
well as conditions of wetland enhancement and preservation areas. This is accomplished with
eleven automatic pressure transducer gauges (located in groundwater wells) that record daily
groundwater levels. Six groundwater wells were installed in wetland re-establishment areas;
three were installed in wetland enhancement areas; and two were installed in wetland
Dugout Stream and 16 Baseline Monitoring Report
Wetland Mitigation Site March 2023
preservation areas to serve as references. One automatic pressure transducer was installed
above ground to record ambient air pressure and is used to correct all other pressure
transducers onsite. Gauges are downloaded quarterly and wetland hydroperiods are
calculated during the growing season. Gauge installation followed current regulatory
guidance. Visual observations of primary and secondary wetland hydrology indicators are also
recorded during quarterly site visits. As mentioned earlier, soil was characterized at each
groundwater well. Soil borings were taken at each groundwater well and characterized in
accordance with the Soil Characterization Data Forms provided in the USACE’s Technical
Standard for Water-Table Monitoring of Potential Wetland Sites, and includes parameters of
soil horizon depths, texture, colors, redoximorphic features, induration, and roots, as well as a
photo of each soil profile (Appendix E).
3 REFERENCES
Griffith, G.E., J.M.Omernik, J.A. Comstock, M.P. Schafale, W.H.McNab, D.R.Lenat,
T.F.MacPherson, J.B. Glover, and V.B. Shelburne. (2002). Ecoregions of North Carolina and
South Carolina, (color Poster with map, descriptive text, summary tables, and photographs):
Reston, Virginia, U.S. Geological Survey (map scale 1:1,500,000).

Lee Michael T., Peet Robert K., Roberts Steven D., and Wentworth Thomas R., 2008. CVS-EEP
Protocol
for Recording Vegetation Level. Version 4.2

Peet, R.K., Wentworth, T.S., and White, P.S. (1998), A flexible, multipurpose method for recording
vegetation composition and structure. Castanea 63:262-274

Resource Environmental Solutions (2021). Dugout Final Mitigation Plan.

Schafale, M.P. 2012. Guide to the Natural Communities of North Carolina, Fourth
Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation,
NCDENR, Raleigh, NC.

USACE. (2016). Wilmington District Stream and Wetland Compensatory Mitigation Update.
NC: Interagency Review Team (IRT).

Appendix A
Background Information
Elapsed Time Since grading complete: 7 months
Elapsed Time Since planting complete: 3 months
Number of reporting Years1:0
Data Collection Completion or
Activity or Deliverable Complete Delivery
Restoration Plan NA Apr-21
Final Design – Construction Plans NA Apr-22
Stream Construction NA Aug-22
Initial bare root and live stake plantings NA Dec-22
As-built (Year 0 Monitoring – baseline)Cross sections Sept-22
Veg plots Jan-23 Mar-23
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Year 6 Monitoring
Year 7 Monitoring
1 = The number of reports or data points produced excluding the baseline
Table 2. Project Activity and Reporting History
Dugout Mitigation Project
Designer RES, LLC / 3600 Glenwood Ave, Suite 100, Raleigh, NC 27612
Primary project design POC Frasier Mullen [phone]
Construction Contractor Wright Contracting, LLC / 453 Silk Hope Liberty Rd., Siler City,
NC 27344
Construction contractor POC Paul Dunn [phone]
Survey Contractor Pilot Surveying and Engineering, PC / P.O. Box: 879, Pilot
Mountain, NC 27041
Survey contractor POC Jonathan Cory George, PLS
Planting Contractor Shenandoah Habitats
Planting contractor POC Will Skinner
Seeding Contractor Wright Contracting, LLC / 453 Silk Hope Liberty Rd., Siler City,
NC 27344
Contractor point of contact Paul Dunn [phone]
Seed Mix Sources Green Resource [phone]
Nursery Stock Suppliers Shenandoah Habitats
Monitoring Performers RES, LLC / 3600 Glenwood Drive, Suite 100, Raleigh, NC
27612
Monitoring POC Matt DeAngelo [phone]
Table 3. Project Contacts Table
Dugout Mitigation Project
Cartographer: mdeangelo | POC: XXXX | Path: R:\Resgis\entgis\Projects\100159_Dugout\PRO\6_MonitoringMaintenance\MY0\CCPV MY0.aprx | Layout: Figure 1 - Site Location - Dugout
www.res.us
Reference: Project limits are approximate. The
property boundaries depicted on this map
have not been surveyed and are for prospect
assessment purposes only. This information is
not to be used as final legal boundaries.
Spatial Reference:
NAD 1983 StatePlane North Carolina FIPS 3200
Feet
­
N
0 1,000500
Feet
1 in = 2,000 ft when printed at 8.5x11"Dugout Mitigation Project
Cumberland County, North Carolina
78.8468°W 34.9262°N
Figure 1
Site Location
Proposed Easement
Cape Fear River Basin -
03030005
12-digit HUC - Willis Creek -
030300050102

Appendix B
Visual Assessment Data

Cartographer: mdeangelo | POC: XXXX | Path: R:\Resgis\entgis\Projects\100159_Dugout\PRO\6_MonitoringMaintenance\MY0\CCPV MY0.aprx | Layout: Figure 2a - CCPV MY0 2023 - Dugout
www.res.us
Reference: Project limits are approximate. The
property boundaries depicted on this map have not
been surveyed and are for prospect assessment
purposes only. This information is not to be used as
final legal boundaries.
Spatial Reference:
NAD 1983 StatePlane North Carolina FIPS 3200 Feet
Date Exported: 2/23/2023
­
N
0 400200
Feet
1 in = 400 ft when printed at 11x17"
Conservation Easement
Wetland Mitigation Approach
Re-establishment
Enhancement (High)
Enhancement (Medium)
Enhancement (Low)
Preservation
Pre-existing Wetlands
Fixed Vegetation Plot
>320 stems/acre
Random Vegetation Plot
Cross Section
Stream Mitigation Approach
Restoration
Enhancement I
Enhancement III
Hydro Restoration
Stream Structures
As-built Top of Bank
Pre-existing Top of Bank
Monitoring Devices
>Stage Recorder
.Flow Gauge
R Ambient
?Wetland Gauge
Dugout Mitigation Project
Cumberland County, North Carolina
78.847°W 34.9259°N
Figure 2a
CCPV MY0 2023
?
?
??
?
??
?
??
?R
.
>>
>
>
WD
WC
WA
WE
WF
WD
WG
WA
TV5-B
T
V
1
-
C
T
V
5
-
A
T
V
1
-
B
TV1-A
G C 2
GC4
G C 3
Cartographer: mdeangelo | POC: XXXX | Path: R:\Resgis\entgis\Projects\100159_Dugout\PRO\6_MonitoringMaintenance\MY0\CCPV MY0.aprx | Layout: Figure 2b - CCPV MY0 2023 - Dugout
www.res.us
Reference: Project limits are approximate. The
property boundaries depicted on this map have not
been surveyed and are for prospect assessment
purposes only. This information is not to be used as
final legal boundaries.
Spatial Reference:
NAD 1983 StatePlane North Carolina FIPS 3200 Feet
Date Exported: 2/23/2023
­
N
0 200100
Feet
1 in = 200 ft when printed at 11x17"
Conservation Easement
Wetland Mitigation Approach
Re-establishment
Enhancement (High)
Enhancement (Medium)
Enhancement (Low)
Preservation
Pre-existing Wetlands
Fixed Vegetation Plot
>320 stems/acre
Random Vegetation Plot
Cross Section
Stream Mitigation Approach
Restoration
Enhancement I
Enhancement III
Hydro Restoration
Stream Structures
As-built Top of Bank
Pre-existing Top of Bank
Monitoring Devices
>Stage Recorder
.Flow Gauge
R Ambient
?Wetland Gauge
Dugout Mitigation Project
Cumberland County, North Carolina
78.8508°W 34.926°N
Figure 2
CCPV MY0 2023
?
?
?
?
?
?
?
?
R
.
>>
>
WD
WC
WA
WE
WF
WD
WG
WA
TV5-B
T
V
1
-
C
T
V
5
-
A
T
V
1
-
B
T
V
1
-
A
GC
2
GC3 RVP-05RVP-02
RVP-01
RVP-04
RVP-03
FG
TV5-B
SR GC2
SR GC3-1
SR GC3-2
GW4
GW5
GW2
GW1
GW3
GW6
GW7
GW8
XS-2
XS-1
XS-10
XS-11
XS-9
XS-3
XS-5
XS-6
XS-12
XS-8
XS-7
XS-4
VP-03
VP-02
VP-01
VP-06
VP-07
VP-05
VP-09
VP-08
VP-04
Cartographer: mdeangelo | POC: XXXX | Path: R:\Resgis\entgis\Projects\100159_Dugout\PRO\6_MonitoringMaintenance\MY0\CCPV MY0.aprx | Layout: Figure 2c - CCPV MY0 2023 - Dugout
www.res.us
Reference: Project limits are approximate. The
property boundaries depicted on this map have not
been surveyed and are for prospect assessment
purposes only. This information is not to be used as
final legal boundaries.
Spatial Reference:
NAD 1983 StatePlane North Carolina FIPS 3200 Feet
Date Exported: 2/23/2023
­
N
0 200100
Feet
1 in = 200 ft when printed at 11x17"
Conservation Easement
Wetland Mitigation Approach
Re-establishment
Enhancement (High)
Enhancement (Medium)
Enhancement (Low)
Preservation
Pre-existing Wetlands
Fixed Vegetation Plot
>320 stems/acre
Random Vegetation Plot
Cross Section
Stream Mitigation Approach
Restoration
Enhancement I
Enhancement III
Hydro Restoration
Stream Structures
As-built Top of Bank
Pre-existing Top of Bank
Monitoring Devices
>Stage Recorder
.Flow Gauge
R Ambient
?Wetland Gauge
Dugout Mitigation Project
Cumberland County, North Carolina
78.8429°W 34.9258°N
Figure 2c
CCPV MY0 2023
?
?
?
?>
WA
WE
GC4
GC3
RVP-07
RVP-06
SR GC3-3
GW8
GW9
GW10
GW11XS-16
XS-17
XS-14XS-13
XS-20
XS-18 XS-21
XS-15
XS-19 VP-14
VP-11
VP-09
VP-10
VP-13
VP-12
Dugout MY0 Fixed Vegetation Monitoring Plot Photos

Vegetation Plot 1 (01/18/2023)

Vegetation Plot 2 (01/18/2023)
Vegetation Plot 3 (01/18/2023) Vegetation Plot 4 (01/18/2023)

Vegetation Plot 5 (01/18/2023) Vegetation Plot 6 (01/18/2023)

Vegetation Plot 7 (05/04/2022)

Vegetation Plot 8 (05/04/2022)

Vegetation Plot 9 (05/04/2022)

Vegetation Plot 10 (05/04/2022)

Vegetation Plot 11 (05/04/2022)

Vegetation Plot 12 (05/04/2022)

Vegetation Plot 13 (05/04/2022)

Vegetation Plot 14 (05/04/2022)

Dugout MY0 Random Vegetation Monitoring Plot Photos
Random Vegetation Plot 1 (01/19/2023)

Random Vegetation Plot 2 (01/19/2023)

Random Vegetation Plot 3 (01/19/2023)
Supplemental Planting Zone (Understory Planting)
Random Vegetation Plot 4 (01/19/2023)
Supplemental Planting Zone (Understory Planting)
Random Vegetation Plot 5 (01/19/2023)

Random Vegetation Plot 6 (01/19/2023)

Random Vegetation Plot 7 (01/19/2023)

Dugout Monitoring Device Photos
Wetland Gauges
Groundwater Well 1 (1/19/2023) Groundwater Well 2 (1/19/2023)

Groundwater Well 3 (1/19/2023)

Groundwater Well 4 (1/19/2023)

Groundwater Well 5 (1/19/2023)

Groundwater Well 6 (1/19/2023)

Groundwater Well 7 (1/19/2023)

Groundwater Well 8 (1/19/2023)

Groundwater Well 9 (1/19/2023)

Groundwater Well 10 (1/19/2023)

Groundwater Well 11 (1/19/2023)

Stream Gauges
Stage Recorder GC2 (1/31/2023)

Stage Recorder GC3 1 (Upper) (1/31/2023)
Stage Recorder GC3 2 (Middle) (1/31/2023)

Stage Recorder GC3 3 (Lower) (1/31/2023)

Flow Gauge TV5-B (1/31/2023)

Dugout General Photos
Start of GC2 Restoration (US) 1 (8/2/2022) GC2 (DS) (12/19/2022)

End of TV1-B (DS) (12/19/2022)

TV1-C Hydrology Entering GC3 Floodplain (US)
(12/19/2022)
GC3 (US) (12/19/2022)

GC3 (DS) (12/19/2022)

GC3 (US) (12/19/2022)

Existing Pond Cypress (Taxodium ascendens)
(12/19/2022)

Large Woody Debris recruitment (12/19/2022)

Constructed Floodplain Pool (Prior to Planting)
(12/19/2022)
GC4 (US) (12/19/2022)

GC4 (US) (12/19/2022)

Appendix C
Vegetation Plot Data

  Appendix C. Vegetation Plot Data

Table 4. Planted Species Summary
Bare Roots in Main Planting Zone (Spacing: 9X6)
Common Name Scientific Name Percent
Composition QTY
Bald Cypress Taxodium distichum 10% 1950
Swamp tupelo Nyssa biflora 10% 1950
Buttonbush Cephalanthus occidentalis 10% 1950
American sycamore Platanus occidentalis 10% 1950
River birch Betula nigra 10% 1950
Laurel oak Quercus laurifolia 10% 1950
Overcup oak Quercus lyrata 10% 1950
Swamp chestnut oak Quercus michauxxi 10% 1950
Willow oak Quercus phellos 10% 1950
Cherrybark oak Quercus pagoda 5% 1000
Green ash Fraxinus pennsylvanica 5% 1000

Bare Roots in Supplemental Planting Zone (Spacing: 9X6)
Common Name Scientific Name Percent
Composition QTY
American hornbeam Carpinus caroliniana 11% 150
American Holly Ilex opaca 11% 150
Swamp Bay Persea palustris 22% 300
Sweet Bay Magnolia Magnolia virginiana 18% 250
Sweet Pepperbush Clethra alnifolia 19% 250
Spice Bush Lindera benzoin 19% 250

  Appendix C. Vegetation Plot Data

Table 5a. Main Vegetation Plot Mitigation Success Summary 
Plot # Planted 
Stems/Acre 
Volunteer 
Stems/Acre 
Total 
Stems/Acre 
Success 
Criteria 
Met? 
Average 
Planted Stem 
Height 
1 890 283 1174 Yes 1.5 
2 567 0 567 Yes 1.6 
3 1052 324 1376 Yes 1.7 
4 728 0 728 Yes 1.3 
5 931 0 931 Yes 1.8 
6 688 0 688 Yes 1.5 
7 688 0 688 Yes 1.5 
8 931 0 931 Yes 1.4 
9 728 0 728 Yes 1.4 
10 1133 0 1133 Yes 1.7 
11 769 0 769 Yes 2.0 
12 1295 283 1578 Yes 1.7 
13 931 0 931 Yes 1.3 
14 850 0 850 Yes 1.8 
R1 769 0 769 Yes 1.6 
R2 647 0 647 Yes 1.8 
R5 890 0 890 Yes 1.9 
R6 647 0 647 Yes 1.6 
R7 1012 0 1012 Yes 1.8 
Project 
Avg 850 47 897 Yes 1.6 

Table 5b. Supplemental Vegetation Plot Mitigation Success Summary (Understory)
Plot # Planted 
Stems/Acre 
Volunteer 
Stems/Acre 
Total 
Stems/Acre 
Success 
Criteria 
Met? 
Average 
Planted Stem 
Height 
R3 971 122 1093 Yes 1.5 
R4 890 284 1174 Yes 1.2 
Project 
Avg 931 203 1134 Yes 1.4 

  Appendix C. Vegetation Plot Data

Table 6a. Main Stem Count Total and Planted by Plot Species

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 PnoLS P‐all T PnoLS P‐all T
Betula nigra river birch Tree 111 666111111 222444
Cephalanthus occidentalis common buttonbushShrub 4 4 4 1 1 1 2 2 2 4 4 4
Fraxinus pennsylvanica green ash Tree 222 222111
Magnolia virginiana sweetbay Tree 5
Nyssa biflora swamp tupelo Tree 999666222 222333222 444
Platanus occidentalis American sycamoreTree 111 111999 444111777444666
Quercus laurifolia laurel oak Tree 111 111555 111
Quercus lyrata overcup oak Tree 111 444 111 111444222444
Quercus michauxii swamp chestnut oakTree 222444111444222222 222
Quercus pagoda cherrybark oak Tree 111 111111111
Quercus phellos willow oak Tree 444111111222222222333333444444
Salix nigra black willow Tree 8
Symplocos tinctoria common sweetleaf Shrub Tree
Taxodium distichum bald cypress Tree 2444141414 999333333444333222
22 22 29 14 14 14 26 26 34 18 18 18 23 23 23 17 17 17 17 17 17 23 23 23 18 18 18 28 28 28
779555667444999888777777666999
890 890 1174 567 567 567 1052 1052 1376 728 728 728 931 931 931 688 688 688 688 688 688 931 931 931 728 728 728 1133 1133 1133
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 PnoLS P‐all T PnoLS P‐all T
Betula nigra river birch Tree 111444333 222 555232323
Cephalanthus occidentalis common buttonbushShrub 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 5 5 5 17 17 17
Fraxinus pennsylvanica green ash Tree 111333 222 999
Magnolia virginiana sweetbay Tree 5
Nyssa biflora swamp tupelo Tree 111444 555111444333777 383838
Platanus occidentalis American sycamoreTree 111777 333 222 111414141
Quercus laurifolia laurel oak Tree 111555222222444222 111111181818
Quercus lyrata overcup oak Tree 111555 222222222555 111252525
Quercus michauxii swamp chestnut oakTree 111222555444 222 111333292929
Quercus pagoda cherrybark oak Tree 222111 333111111333 111101010
Quercus phellos willow oak Tree 222333111222444333666666666343434
Salix nigra black willow Tree 8
Symplocos tinctoria common sweetleaf Shrub Tree 7 7
Taxodium distichum bald cypress Tree 777222333333222111 222575759
19 19 19 32 32 39 23 23 23 21 21 21 19 19 19 16 16 16 22 22 22 16 16 16 25 25 25 399 399 421
101010111112777777888888777555999111114
769 769 769 1295 1295 1578 931 931 931 850 850 850 769 769 769 647 647 647 890 890 890 647 647 647 1012 1012 1012 850 850 897
Dugout
Dugout
Species count
Stems per ACRE
0.47
Current Plot Data (MY0 2023)
Current Plot Data (MY0 2023)
Scientific Name Common Name Species Type
Stem count
size (ares)
size (ACRES)
111
Annual Means
MY0 (2023)
0.02
19
0.02 0.02 0.02 0.02
1111
0.02 0.02 0.02 0.02
R7100159‐01‐0011 100159‐01‐0012 100159‐01‐0013 100159‐01‐0014
11
0.02
1
0.02
R1 R2 R5 R6
1
0.020.02
1
0.02
1
0.02
1
0.02
1
Species count
Stems per ACRE
1
0.02
1
0.02
1
0.02
Stem count
size (ares)1
size (ACRES)
100159‐01‐0007 100159‐01‐0008 100159‐01‐0009 100159‐01‐0010
Scientific Name Common Name Species Type
100159‐01‐0001 100159‐01‐0002 100159‐01‐0003 100159‐01‐0004 100159‐01‐0005 100159‐01‐0006
  Appendix C. Vegetation Plot Data

Table 6b. Supplemental Stem Count Total and Planted by Plot Species (Understory)
Random Plot 3   Random Plot 4 
# Species Height (cm)   # Species Height (cm) 
1 Persea palustris * 1000   1 Ilex opaca 15 
2 Persea palustris 61   2 Magnolia virginiana 47 
3 Carpinus caroliniana 18   3 Clethra alnifolia 18 
4 Ilex opaca 18   4 Persea palustris 51 
5 Magnolia virginiana 60   5 Magnolia virginiana 71 
6 Ilex opaca 17   6 Taxodium distichum * 1500 
7 Lindera benzoin 62   7 Taxodium distichum * 1500 
8 Magnolia virginiana 63   8 Clethra alnifolia 51 
9 Persea palustris 50   9 Persea palustris 80 
10 Taxodium distichum * 2000   10 Magnolia virginiana 60 
11 Ilex opaca 10   11 Persea palustris 38 
12 Magnolia virginiana 51   12 Magnolia virginiana 36 
13 Persea palustris 64   13 Persea palustris * 1000 
14 Carpinus caroliniana 66   14 Clethra alnifolia 25 
15 Persea palustris 55   15 Lindera benzoin 10 
16 Magnolia virginiana 78   16 Juniperus virginiana * 400 
17 Carpinus caroliniana 56   17 Juniperus virginiana * 320 
18 Magnolia virginiana 38   18 Juniperus virginiana * 500 
19 Magnolia virginiana 43   19 Ilex opaca 20 
20 Clethra alnifolia 25   20 Magnolia virginiana * 1000 
21 Lindera benzoin 29   21 Persea palustris 25 
22 Carpinus caroliniana 80   22 Persea palustris 20 
23 Ilex opaca * 230   23 Magnolia virginiana 50 
24 Persea palustris 55   24 Magnolia virginiana 50 
25 Magnolia virginiana 45   25 Lindera benzoin 15 
26 Persea palustris 30   26 Ilex opaca 10 
27 Clethra alnifolia 15   27 Clethra alnifolia 20 
Planted Stems/Acre 971   28 Persea palustris 40 
Total Stems/Acre 1093   29 Persea palustris 51 
Average Planted Height (cm) 45   Planted Stems/Acre 890 
Average Planted Height (ft) 1.5   Total Stems/Acre 1174 
Plot Size (m) 25 x 4   Average Planted Height (cm) 37 
* = existing, non‐planted tree not included in average height   Average Planted Height (ft) 1.2 
        Plot Size (m) 25 x 4 
        * = existing, non‐planted tree not included in average height 

Appendix D
Stream Measurement and
Geomorphology Data

Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft)15.7 1 21.0 19.5
1
Floodprone Width (ft)>30 1 >50 >49.9
1
Bankfull Mean Depth (ft)2.9 1 1.7 ‐‐‐‐‐‐
Bankfull Max Depth (ft)3.6 1 2.4 2.4
1
Bankfull Cross Sectional Area (ft2)46.0 1 36.7 29.7
1
Width/Depth Ratio 5.4 1 12.0 ‐‐‐‐‐‐
Entrenchment Ratio >2.2 1 >2.2 2.6
1
Bank Height Ratio 1.2 1 1.0 1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
 Other
Pre‐Existing Condition (applicable) Monitoring Baseline (MY0)Design
1.141.02 1.14
C5E6 C5
Table 7: Baseline Stream Data Summary 
Dugout GC2
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft)11.8 15.2
15.3 18.5 3 21.0 20.2 23.8 6
Floodprone Width (ft)25.0 28.3
>30 >30 3 >50 >49.7 >50.1 6
Bankfull Mean Depth (ft)1.6 2.2
2.2 2.7 3 1.7 ‐‐‐ ‐‐‐ ‐‐‐
Bankfull Max Depth (ft)2.1 2.8
2.7 3.6 3 2.4 2.3 3.3 6
Bankfull Cross Sectional Area (ft2)29.7 31.8
31.7 34.1 3 36.7 31.4 42.1 6
Width/Depth Ratio 4.4 7.6
6.8 11.6 3 12.0 ‐‐‐ ‐‐‐ ‐‐‐
Entrenchment Ratio 1.6 2.0
>2.2 >2.2 3 >2.2 2.1 2.5 6
Bank Height Ratio 1.2 1.6
1.5 2.2 3 1.0 1.0 1.0 6
Max part size (mm) mobilized at bankfull
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
 Other
1.26 1.14 1.14
E6 to G4c/G5c C5 C5
Table 7: Baseline Stream Data Summary 
Dugout GC3
Pre‐Existing Condition (applicable) Design Monitoring Baseline (MY0)
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft)13.5 20.3 20.3 27.2
2 ‐‐‐‐‐‐18.2 20.8
1
Floodprone Width (ft)25.2 27.6 27.6 30.0
2 ‐‐‐‐‐‐>49.9 >49.9
1
Bankfull Mean Depth (ft)1.0 1.7 1.7 2.5
2 ‐‐‐‐‐‐ ‐‐‐ ‐‐‐ ‐‐‐
Bankfull Max Depth (ft)1.9 2.7 2.7 3.5
2 ‐‐‐‐‐‐2.6 2.7
1
Bankfull Cross Sectional Area (ft2)26.3 30.3 30.3 34.2
2 ‐‐‐‐‐‐26.6 39.0
1
Width/Depth Ratio 5.3 16.7 16.7 28.0
2 ‐‐‐‐‐‐ ‐‐‐ ‐‐‐ ‐‐‐
Entrenchment Ratio 1.1 1.5 1.5 1.9
2 ‐‐‐‐‐‐2.4 2.7
1
Bank Height Ratio 1.3 1.7 1.7 2.1
2 ‐‐‐‐‐‐1.0 1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
 Other
Table 7: Baseline Stream Data Summary 
Dugout GC4
Pre‐Existing Condition (applicable) Design Monitoring Baseline (MY0)
F5/F6 to G5c/G6c ‐‐‐ ‐‐‐
1.07 ‐‐‐ ‐‐‐
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft)6.7 1 6.0
6.9 1
Floodprone Width (ft)>20 1 >50
>49.3 1
Bankfull Mean Depth (ft)0.4 1 0.4
‐‐‐ ‐‐‐
Bankfull Max Depth (ft)0.6 1 0.6
0.6 1
Bankfull Cross Sectional Area (ft2)2.4 1 2.6
2.1 1
Width/Depth Ratio 18.7 1 13.6
‐‐‐ ‐‐‐
Entrenchment Ratio >2.2 1 >2.2
7.2 1
Bank Height Ratio 1.2 1 1.0
1.0 1
Max part size (mm) mobilized at bankfull
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
 Other
Table 7: Baseline Stream Data Summary 
Dugout TV1‐B
Pre‐Existing Condition (applicable) Design Monitoring Baseline (MY0)
C4/C5 C5 C5
1.16 1.09 1.09
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft)4.0 1 4.6 5.3
1
Floodprone Width (ft)>20 1 >20 >32.4
1
Bankfull Mean Depth (ft)0.3 1 0.4 ‐‐‐ ‐‐‐
Bankfull Max Depth (ft)0.4 1 0.5 0.6
1
Bankfull Cross Sectional Area (ft2)1.2 1 1.7 1.5
1
Width/Depth Ratio 13.6 1 12.4 ‐‐‐ ‐‐‐
Entrenchment Ratio >2.2 1 >2.2 6.2
1
Bank Height Ratio 1.0 1 1.0 1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
 Other
Table 7: Baseline Stream Data Summary 
Dugout TV5‐B
Pre‐Existing Condition (applicable) Design Monitoring Baseline (MY0)
C5b C5 C5
1.20 1.07 1.07
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+
Bankfull Elevation (ft) - Based on AB-XSA1 98.43 98.37 93.41 93.50 91.95
Bankfull Width (ft)1 5.3 8.8 6.9 12.2 23.0
Floodprone Width (ft)1 >32.4 -- >49.3 -- --
Bankfull Max Depth (ft)2 0.6 1.3 0.6 1.2 3.8
Low Bank Elevation (ft) 98.43 98.37 93.41 93.50 91.95
Bankfull Cross Sectional Area (ft2)2 1.5 6.4 2.1 4.9 47.6
Bankfull Entrenchment Ratio1 6.2 -- 7.2 -- --
Bankfull Bank Height Ratio1 1.0 1.0 1.0 -- --
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+
Bankfull Elevation (ft) - Based on AB-XSA1 91.63 90.22 90.38 89.46 89.36
Bankfull Width (ft)1 19.5 20.2 20.7 22.4 20.2
Floodprone Width (ft)1 >49.9 -- >50.1 -- >49.7
Bankfull Max Depth (ft)2 2.4 3.5 2.4 3.0 2.3
Low Bank Elevation (ft) 91.63 90.22 90.38 89.46 89.36
Bankfull Cross Sectional Area (ft2)2 29.7 37.0 33.8 40.1 31.4
Bankfull Entrenchment Ratio1 2.6 -- 2.4 -- 2.5
Bankfull Bank Height Ratio1 1.0 -- 1.0 -- 1.0
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+
Bankfull Elevation (ft) - Based on AB-XSA1 87.83 87.90 85.94 85.89 85.06
Bankfull Width (ft)1 20.4 23.0 20.4 22.0 21.8
Floodprone Width (ft)1 >49.7 -- >49.8 -- >50
Bankfull Max Depth (ft)2 2.4 3.5 2.4 3.6 3.3
Low Bank Elevation (ft) 87.83 87.90 85.94 85.89 85.06
Bankfull Cross Sectional Area (ft2)2 33.1 46.1 33.3 44.2 39.7
Bankfull Entrenchment Ratio1 2.4 -- 2.4 -- 2.3
Bankfull Bank Height Ratio1 1.0 -- 1.0 -- 1.0
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+
Bankfull Elevation (ft) - Based on AB-XSA1 84.90 84.20 83.85 79.78 78.83
Bankfull Width (ft)1 23.4 23.8 22.1 21.6 18.2
Floodprone Width (ft)1 -- >49.7 -- -- >49.9
Bankfull Max Depth (ft)2 3.8 2.7 3.7 2.7 2.6
Low Bank Elevation (ft) 84.90 84.20 83.85 79.78 78.83
Bankfull Cross Sectional Area (ft2)2 47.9 42.1 42.9 39.3 26.6
Bankfull Entrenchment Ratio1 -- 2.1 -- -- 2.7
Bankfull Bank Height Ratio1 -- 1.0 -- -- 1.0
Base MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft) - Based on AB-XSA1 78.70
Bankfull Width (ft)1 20.8
Floodprone Width (ft)1 >49.9
Bankfull Max Depth (ft)2 2.7
Low Bank Elevation (ft) 78.70
Bankfull Cross Sectional Area (ft2)2 39.0
Bankfull Entrenchment Ratio1 2.4
Bankfull Bank Height Ratio1 1.0
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Cross Section 21 (Pool) (EI)
Cross Section 14 (Pool) Cross Section 15 (Riffle)
Cross Section 16 (Pool) Cross Section 17 (Riffle) Cross Section 18 (Pool) Cross Section 19 (Pool) (EI) Cross Section 20 (Riffle) (EI)
Cross Section 11 (Riffle) Cross Section 12 (Pool) Cross Section 13 (Riffle)
Cross Section 9 (Pool) Cross Section 10 (Riffle)
Table 8. - Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters – Cross Sections)
Project Name/Number: Dugout - SAW-2018-01883
Cross Section 1 (Riffle) Cross Section 2 (Pool) Cross Section 3 (Riffle) Cross Section 4 (Pool) Cross Section 5 (Pool)
Cross Section 6 (Riffle) Cross Section 7 (Pool) Cross Section 8 (Riffle)
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
97
98
99
100
101
102
103
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach TV5-B - Cross Section 1 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0 MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft) - Based on AB-XSA1 98.43
Bankfull Width (ft)1 5.3
Floodprone Width (ft)1 >32.4
Bankfull Max Depth (ft)2 0.6
Low Bank Elevation (ft) 98.43
Bankfull Cross Sectional Area (ft 2)2 1.5
Bankfull Entrenchment Ratio 1 6.2
Bankfull Bank Height Ratio 1 1.0
Cross Section 1 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 98.37
Bankfull Width (ft)1 8.8
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 1.3
Low Bank Elevation (ft) 98.37
Bankfull Cross Sectional Area (ft 2)2 6.4
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 1.0
Cross Section 2 (Pool)
97
98
99
100
101
102
103
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach TV5-B - Cross Section 2 - Pool - (Restoration)
MY0 2022 Approx. Bankfull 3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
92
93
94
95
96
97
98
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach TV1-B - Cross Section 3 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 93.41
Bankfull Width (ft)1 6.9
Floodprone Width (ft)1 >49.3
Bankfull Max Depth (ft)2 0.6
Low Bank Elevation (ft) 93.41
Bankfull Cross Sectional Area (ft 2)2 2.1
Bankfull Entrenchment Ratio1 7.2
Bankfull Bank Height Ratio 1 1.0
Cross Section 3 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
92
93
94
95
96
97
98
0 3 6 9 12151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach TV1-B - Cross Section 4 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 93.50
Bankfull Width (ft)1 12.2
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 1.2
Low Bank Elevation (ft) 93.50
Bankfull Cross Sectional Area (ft2)2 4.9
Bankfull Entrenchment Ratio 1 --
Bankfull Bank Height Ratio 1 --
Cross Section 4 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 91.95
Bankfull Width (ft)1 23.0
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.8
Low Bank Elevation (ft) 91.95
Bankfull Cross Sectional Area (ft 2)2 47.6
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 5 (Pool)
88
89
90
91
92
93
94
0 3 6 9 12151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC2 - Cross Section 5 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
89
90
91
92
93
94
95
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC2 - Cross Section 6 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 91.63
Bankfull Width (ft)1 19.5
Floodprone Width (ft)1 >49.9
Bankfull Max Depth (ft)2 2.4
Low Bank Elevation (ft) 91.63
Bankfull Cross Sectional Area (ft2)2 29.7
Bankfull Entrenchment Ratio 1 2.6
Bankfull Bank Height Ratio 1 1.0
Cross Section 6 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
86
87
88
89
90
91
92
0 3 6 9 12151821242730333639424548
El
e
v
a
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(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 7 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 90.22
Bankfull Width (ft)1 20.2
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.5
Low Bank Elevation (ft) 90.22
Bankfull Cross Sectional Area (ft2)2 37.0
Bankfull Entrenchment Ratio 1 --
Bankfull Bank Height Ratio 1 --
Cross Section 7 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
87
88
89
90
91
92
93
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
El
e
v
a
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i
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(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 8 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 90.38
Bankfull Width (ft)1 20.7
Floodprone Width (ft)1 >50.1
Bankfull Max Depth (ft)2 2.4
Low Bank Elevation (ft) 90.38
Bankfull Cross Sectional Area (ft 2)2 33.8
Bankfull Entrenchment Ratio1 2.4
Bankfull Bank Height Ratio 1 1.0
Cross Section 8 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
86
87
88
89
90
91
92
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 9 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 89.46
Bankfull Width (ft)1 22.4
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.0
Low Bank Elevation (ft) 89.46
Bankfull Cross Sectional Area (ft 2)2 40.1
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 9 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
86
87
88
89
90
91
92
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 10 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 89.36
Bankfull Width (ft)1 20.2
Floodprone Width (ft)1 >49.7
Bankfull Max Depth (ft)2 2.3
Low Bank Elevation (ft) 89.36
Bankfull Cross Sectional Area (ft 2)2 31.4
Bankfull Entrenchment Ratio1 2.5
Bankfull Bank Height Ratio 1 1.0
Cross Section 10 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
85
86
87
88
89
90
91
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 11 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0 MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft) - Based on AB-XSA1 87.83
Bankfull Width (ft)1 20.4
Floodprone Width (ft)1 >49.7
Bankfull Max Depth (ft)2 2.4
Low Bank Elevation (ft) 87.83
Bankfull Cross Sectional Area (ft 2)2 33.1
Bankfull Entrenchment Ratio1 2.4
Bankfull Bank Height Ratio 1 1.0
Cross Section 11 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
84
85
86
87
88
89
90
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 12 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 87.90
Bankfull Width (ft)1 23.0
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.5
Low Bank Elevation (ft) 87.90
Bankfull Cross Sectional Area (ft2)2 46.1
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 12 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Left Bank
83
84
85
86
87
88
89
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 13 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 85.94
Bankfull Width (ft)1 20.4
Floodprone Width (ft)1 >49.8
Bankfull Max Depth (ft)2 2.4
Low Bank Elevation (ft) 85.94
Bankfull Cross Sectional Area (ft2)2 33.3
Bankfull Entrenchment Ratio 1 2.4
Bankfull Bank Height Ratio 1 1.0
Cross Section 13 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
82
83
84
85
86
87
88
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 14 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 85.89
Bankfull Width (ft)1 22.0
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.6
Low Bank Elevation (ft) 85.89
Bankfull Cross Sectional Area (ft 2)2 44.2
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 14 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
81.5
82.5
83.5
84.5
85.5
86.5
87.5
88.5
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 15 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 85.06
Bankfull Width (ft)1 21.8
Floodprone Width (ft)1 >50
Bankfull Max Depth (ft)2 3.3
Low Bank Elevation (ft) 85.06
Bankfull Cross Sectional Area (ft2)2 39.7
Bankfull Entrenchment Ratio 1 2.3
Bankfull Bank Height Ratio 1 1.0
Cross Section 15 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
81
82
83
84
85
86
87
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 16 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 84.90
Bankfull Width (ft)1 23.4
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.8
Low Bank Elevation (ft) 84.90
Bankfull Cross Sectional Area (ft 2)2 47.9
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 16 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
81
82
83
84
85
86
87
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 17 - Riffle - (Restoration)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 84.20
Bankfull Width (ft)1 23.8
Floodprone Width (ft)1 >49.7
Bankfull Max Depth (ft)2 2.7
Low Bank Elevation (ft) 84.20
Bankfull Cross Sectional Area (ft 2)2 42.1
Bankfull Entrenchment Ratio1 2.1
Bankfull Bank Height Ratio 1 1.0
Cross Section 17 (Riffle)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
80
81
82
83
84
85
86
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC3 - Cross Section 18 - Pool - (Restoration)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 83.85
Bankfull Width (ft)1 22.1
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 3.7
Low Bank Elevation (ft) 83.85
Bankfull Cross Sectional Area (ft 2)2 42.9
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 18 (Pool)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
77
78
79
80
81
82
83
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC4 - Cross Section 19 - Pool - (Enhancement I)
MY0 2022 Approx. Bankfull
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 79.78
Bankfull Width (ft)1 21.6
Floodprone Width (ft)1 --
Bankfull Max Depth (ft)2 2.7
Low Bank Elevation (ft) 79.78
Bankfull Cross Sectional Area (ft 2)2 39.3
Bankfull Entrenchment Ratio1 --
Bankfull Bank Height Ratio 1 --
Cross Section 19 (Pool) (EI)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
76
77
78
79
80
81
82
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC4 - Cross Section 20 - Riffle - (Enhancement I)
MY0 2022 Approx. Bankfull Floodprone Area
MY0MY1MY2MY3MY5MY7MY+
Bankfull Elevation (ft) - Based on AB-XSA1 78.83
Bankfull Width (ft)1 18.2
Floodprone Width (ft)1 >49.9
Bankfull Max Depth (ft)2 2.6
Low Bank Elevation (ft) 78.83
Bankfull Cross Sectional Area (ft 2)2 26.6
Bankfull Entrenchment Ratio1 2.7
Bankfull Bank Height Ratio 1 1.0
Cross Section 20 (Riffle) (EI)
3X Vertical Exaggeration
1 - Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation
Upstream Downstream
76
77
78
79
80
81
82
036912151821242730333639424548
El
e
v
a
t
i
o
n

(
f
t
)
Distance (ft)
Dugout - Reach GC4 - Cross Section 21 - Riffle - (Enhancement I)
MY0 2022 Approx. Bankfull Floodprone Area
MY0 MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft) - Based on AB-XSA1 78.70
Bankfull Width (ft)1 20.8
Floodprone Width (ft)1 >49.9
Bankfull Max Depth (ft)2 2.7
Low Bank Elevation (ft) 78.70
Bankfull Cross Sectional Area (ft2)2 39.0
Bankfull Entrenchment Ratio1 2.4
Bankfull Bank Height Ratio1 1.0
Cross Section 21 (Riffle) (EI)
3X Vertical Exaggeration
Appendix E
Hydrology Data
Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 19, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW1
Latitude, Longitude (34.9251464047629, -78.8544876507232)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-6 Clay
Texture Modifier: NA Gley 1 2.5N 10YR 5/1 50% None Few
6-30 Clay Loam
Texture Modifier: Organic Gley 1 2.5/N None Common
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 19, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW2
Latitude, Longitude (34.9249365374003, -78.8531887851748)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-28 Clay Loam
Texture Modifier: Organic Gley 1 2.5N None Common
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 19, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW3
Latitude, Longitude (34.924737037663, -78.8522823496583)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-12 Loam
Texture Modifier: Organic 10YR2/2 None Many
12-28 Clay Loam
Texture Modifier: Organic Gley 1 2.5N None Common
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 19, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW4
Latitude, Longitude (34.9262371575263, -78.8527137313686)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-28 Clay Loam
Texture Modifier: Organic Gley 1 2.5/N Weak None
Comments: Soil Profile:
Fill material

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 19, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW5
Latitude, Longitude (34.9256037302203, -78.8517976005731)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-15 Loam
Texture Modifier: Organic Gley 1 2.5N None Few
15-21 Clay
Texture Modifier: Organic Gley 1 2.5N None Few
21-28 Loam
Texture Modifier: Organic Gley 1 2.5N None Few
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 19, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW6
Latitude, Longitude (34.9251946379301, -78.8511607028035)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-4 Loam
Texture Modifier: Organic Gley 1 2.5N None Common
2-30 Clay Loam
Texture Modifier: Organic Gley 1 2.5N None Common
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 31, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW7
Latitude, Longitude (34.9254022924551, -78.847888356152)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-16 Clay Loam
Texture Modifier: Organic Gley 1 2.5/N None Few
16-25 Sandy_Clay_Loam
Texture Modifier: Organic 10YR 2/1 None Few
25-32 Loamy Sand
Texture Modifier: NA 10YR 7/2 None None
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 31, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW8
Latitude, Longitude (34.9254759675011, -78.84701303151)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-8 Loam
Texture Modifier: NA 10YR 3/2 None Many
6-26 Silt Loam
Texture Modifier: Organic Gley 1 2.5/N None Few
26-30 Clay
Texture Modifier: Organic 10YR 2/1 None None
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 31, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW9
Latitude, Longitude (34.9255090297127, -78.8457513852013)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-24 Silt Loam
Texture Modifier: Organic Gley 1 2.5/N None Common
24-28 Sand
Texture Modifier: NA 10YR 7/1 None None
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 31, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW10
Latitude, Longitude (34.9256496262455, -78.844362161457)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-17 Silt Loam
Texture Modifier: Organic Gley 1 2.5/N None Common
17-20 Silty Clay
Texture Modifier: NA 10YR 5/2 10YR 5/6 10% None Few
20-22 Sandy Loam
Texture Modifier: NA 10YR 4/1 10 YR 4/6 5% None None
22-26 Loamy Sand
Texture Modifier: NA 10YR 6/2 None None
Comments: Soil Profile:
NA

Soil Characterization Data Collected using Survey123 Dugout

Soil Characterization Data Form
Project Name: Dugout Date: January 31, 2023
Personnel: Matthew DeAngelo Soil Pit ID: GW11
Latitude, Longitude (34.9258825439032, -78.8430257189175)
Horizon Depths
(inches)
Texture Matrix Color (Munsell
moist)
Redoximorphic Features Induration (none,
weak, strong)
Roots
Color Abundance
0-6 Loam
Texture Modifier: NA 10YR 2/1 None Few
6-16 Clay Loam
Texture Modifier: NA 10YR 4/1 10YR 5/6 3% None Few
16-24 Clay
Texture Modifier: NA 10YR 5/2 10YR 4/6 15% None None
Comments: Soil Profile:
NA

Appendix F
As-Built & Record Drawings
1 23 45 6 7 8
123 45 6 7
A
F
B
C
D
E
VICINITY MAP
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
Contact: [e-mail]
DUGOUT STREAM & WETLAND MITIGATION SITE
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
PILOT SE PROJECT NO. 22-283
AS-BUILT TOPOGRAPHIC SURVEY
for
8
SHEET 1 SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SH
E
E
T

7
REACH TV1-B
REACH TV5-B
REACH GC2/GC3
REACH GC4
LIMITS OF CONSE
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
LIMITS OF CONSERVATION EASEMENT
LIMITS OF AS-BUILT SURVEY
LIMITS OF AS-BUILT SURVEY
PROJECT LOCATION
I, JONATHAN CORY GEORGE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT
AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT
THIS TOPOGRAPHIC (GROUND) SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC / PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A AND VERTICAL
ACCURACY WHEN APPLICABLE TO THE CLASS A STANDARD, AND THAT THE ORIGINAL DATA
WAS OBTAINED ON 09/01-09/02, 09/06-09/08, 10/04/2022, 12/21/2022; THAT THE SURVEY WAS
COMPLETED ON 02/09/2023; THAT CONTOURS SHOWN AS BROKEN LINES MAY NOT MEET THE
STATED STANDARD; AND ALL COORDINATES ARE BASED ON NC - NAD'83, (NSRS 2011), AND ALL
ELEVATIONS ARE BASED ON NC - NAVD '88.
THE GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) WAS USED TO PERFORM A PORTION OF
THIS SURVEY AND THE FOLLOWING INFORMATION WAS USED:
1. CLASS OF SURVEY: CLASS A
2. POSITIONAL ACCURACY: HMRS 0.016'; VRMS 0.030'
3. TYPE OF GPS FIELD PROCEDURE: RTK (BASE / ROVER)
4. DATES OF SURVEY: 09/01/2022
5. DATUM/EPOCH: NAD '83 (2011)
6. PUBLISHED/FIXED CONTROL: VRS
7. GEOID MODEL: GEOID 18 (CONUS)
8. COMBINED GRID FACTOR: 0.99988980
9. UNITS: US SURVEY FEET
THIS PLAT MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). WITNESS MY HAND AND SEAL,
THIS 23RD DAY OF FEBRUARY , 2023.
NOTES:
1. BEARINGS ARE GRID NORTH. NCSPCS NAD '83, US SURVEY FOOT.
2. TIE TO GRID COMPLETED BY RTK GPS (VRS)
3. AREAS COMPUTED BY COORDINATE GEOMETRY.
4. ALL DISTANCES SHOWN ARE GROUND DISTANCES.
5. ADJOINING LAND OWNERS WERE IDENTIFIED USING THE CURRENT
ONLINE COUNTY GIS TAX MAPS.
6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT, WHICH MAY REVEAL ADDITIONAL CONVEYANCES, EASEMENTS,
RIGHTS-OF-WAY, OR RESTRICTIONS NOT SHOWN ON THIS PLAT.
7. NOT ALL UTILITIES OR IMPROVEMENTS SHOWN.
8. PARCEL IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA. SEE MAP
NUMBER 3720044200J, EFFECTIVE 01/05/2007.
9. LOCATION S OF WETLAND GAUGES, STREAM GAUGES, "AMBIENT" AND
VEGETATION PLOTS PROVIDED TO PILOTSE BY RES ON 02/02/2023.
10. ALL RIFFLES ON MAIN STEM CONTAINED VARIED AMOUNTS OF WOODY
DEBRIS.
SWALE (A)
SWALE (B)
Jonathan
Cory
George
Digitally signed by
Jonathan Cory
George
Date: 2023.02.23
12:18:16 -05'00'
6+81 7+00
8
+
0
0
9+0
0
10+00
11+
0
0
12+00
13+00
14+00
15+
0
0
16+00
17
3+
0
0
4+
0
0
5+
0
0
6+
0
0
6+
8
9
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
9191
91
88
91
92
919
2
9
2
9
2
92 92
92
92
92
92
92
93
9
4
9
3
9
0
9
2
92
91
90
92
9
0
93
92
92
92
9
3
94
93
93
92
92
92
XS3/4RP
XS3LP
XS4LP
XS5LP XS6LP
XS5RP XS6RP
FOUND 1/2"
REBAR WITH CAP
FOUND 5/8" REBAR
FOUND 1" PIPE
FOUND 1/2"
REBAR WITH CAP
S
SET 5/8" REBAR
(TYP.)
SET 5/8" REBAR
(TYP.)
N74° 06'
2
3
"
E

-

2
3
0
.
0
6
'
N89° 13' 23"E - 65.11'S67°

0
1
'

3
7
"
E

-

4
9
.
1
5
'
S
4
9
°

3
3
'

3
7
"
E

-

7
0
.
8
3
'
S5
5
°

4
7
'

3
7
"
E

-

8
6
.
3
8
'
S82° 34' 37"E -
6
0
.
8
8
'
S88° 05' 37"E - 55.39'
N1
1
°

1
6
'

1
1
"
E

-

3
3
9
.
1
5
'
N87° 08' 42"W - 784.78'
N1
°

0
5
'

1
7
"
E

-

2
4
6
.
1
1
'
N1
°

0
8
'

4
3
"
E

-

9
3
.
1
7
'
S
3
1
°

5
7
'

3
7
"
E
3
1
.
6
1
'
N71° 13
'

2
3
"
E
34.22'
L2
Parcel Line Table
Line #
L1
L2
Length
19.53
20.02
Direction
S68° 05' 34"W
N88° 10' 20"E
91
88
89
89 SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
E
S

-

D
u
g
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u
t

M
i
t
i
g
a
t
i
o
n

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e
\
C
A
D
\
2
2
-
2
8
3
-
X
C
1
.
d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NA
D

'
8
3

(
2
0
1
1
)
LIMITS OF TOPOGRAPHIC SURVEY
LOG VANE (TYP.)
TOP OF BANK (TYP.)
TOE OF SLOPE (TYP.)
THALWEG (TYP.)
18" RCP
INV: 89.10
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

2
MATCHLINE - SEE SHEET 7
EDITH WILLIAMS
PIN: 0442-38-5093
DEED BK: 4886 PG: 0326
HARRY LEE
PIN: 0442-38-8091
DEED BK: 3454 PG: 0039
VANCE TYSON JR
PIN: 0442-38-2137
DEED BK: 10068 PG: 0811
VANCE TYSON JR
PIN: 0442-37-1967
DEED BK: 10068 PG: 0811
VANCE TYSON JR
PIN: 0442-46-1787
DEED BK: 10006-0306
VANCE TYSON JR
DEED BK: 10009-0887
PROPERTY LINE NOT SURVEYED (TYP.)
LIMITS O
F

C
O
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT BO
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
LIMITS OF CONSERVATION EASEMENT
PLAT BOOK 147, PAGES 58-61
FIELD LOCATED
HEAD OF RIFFLE
(TYP.)
FIELD LOCATED
END OF RIFFLE
(TYP.)
SHEET 1
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION PLOT (TYP.)
VP-01
GW1
VP-02
GW2
VP-04
GW3
GC2
DESIGN ALIGNMENT (TYP.)
DESIGN ALIGNMENT (TYP.)
DESIGN ALIGNMENT (TYP.)
REACH GC2/GC3
SWALE (A)
REACH TV1-B
Jonathan
Cory
George
Digitally signed by
Jonathan Cory
George
Date: 2023.02.23
12:19:20 -05'00'
17+00
18
+
0
0
19+00
20+00
21+00
22+00
23+
0
0
24+0
0
25+
0
0
26+
0
0
1
0
+
0
0
1
1
+
0
0
1
1
+
1
7
9
9
0
90
89
8989
89
87
8
9 88
90
90
9
1
90
87
91
9
93
94
94
94
95
9
6
94
93
92
91
90 90
90
91
92
93
94
95
96
9
1
9
2
92
91
90
89
92
93
90
9
0
8
9
89
XS7RP
XS8RP
XS7LP
XS9RP
XS10RP
XS9LP
XS10LP
XS8LP
SET 5/8" REBAR
SET 5/8" REBAR
S74° 0
0
'

2
9
"
E

-

6
0
3
.
8
8
'
S83° 07' 02"W - 87
1
.
3
5
'
91
91
90
909
0
90
89
86
87
87
87
88
LOCATION NOTED AS
"AMBIENT" FROM RES
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
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-

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M
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t
i
g
a
t
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o
n

S
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\
C
A
D
\
2
2
-
2
8
3
-
X
C
1
.
d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NA
D

'
8
3

(
2
0
1
1
)
THALWAG (TYP.)
TOE OF SLOPE (TYP.)
LIMITS OF TOPOGRAPHIC SURVEY
TOP OF BANK (TYP.)
LOG VANE (TYP.)
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

1
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

3
FOUND
DAM
DAM
GRAVEL ACCESS ROAD
VANCE TYSON JR
PIN: 0442-46-1787
DEED BK: 10006-0306
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-57-8598
DEED BK: 10009-0887
PROPERTY LINE NOT SURVEYED (TYP.)
LIMITS OF CONSE
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT BOOK 147, P
A
G
E
S

5
8
-
6
1
LIMITS

O
F

C
O
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT
B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
SHEET 2
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION PLOT (TYP.)
VP-05
GC3-1
GW6
VP-07
GW5
VP-06
DESIGN ALIGNMENT (TYP.)
REACH GC2/GC3
SWALE (B)
Jonathan
Cory
George
Digitally signed
by Jonathan
Cory George
Date: 2023.02.23
12:20:05 -05'00'
0
26+
0
0
27+00
28+00
29
+
0
0
30+00
31+0
0
32+00
33+00
34+00
35+0
0
88
87
88
90
91
92
88
89
90
91
92
9
0
90
89
88
9
0
8
9
89
89
88
89
89
89
89
89
8
9
88
88
8
8
89
90
88
87
88
89
89
88
88
87
87
89
90
95
XS11LP
XS12LP
XS11RP
XS12RP
FOUND 1/2" R
N83° 42' 33"E - 961.7
0
'
S
5
°

2
4
'

3
6
"
E

-

2
8
9
.
8
2
'
S81° 44' 29"W -
8
6
4
.
9
7
'
89
90
9
2
88
87
88
89
95
98
97
96
94
93 9
85
85
85
86
86
86
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
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S

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g
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M
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a
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\
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2
2
-
2
8
3
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X
C
1
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d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NA
D

'
8
3

(
2
0
1
1
)
LIMITS OF TOPOGRAPHIC SURVEY
TOP OF BANK (TYP.)
LOG LANE (TYP.)
TOE OF SLOPE (TYP.)
THALWAG (TYP.)
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

2
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

4
FOUND
DAM
DAM
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-57-8598
DEED BK: 10009-0887
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-57-8598
DEED BK: 10009-0887
VA
N
C
E

T
Y
S
O
N

J
R
PI
N
:

0
4
4
2
-
4
6
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1
7
8
7
DE
E
D

B
K
:

1
0
0
0
6
-
0
3
0
6
PROPERTY LINE NOT SURVEYED (TYP.)
LIMITS OF CON
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT BOOK 147
,

P
A
G
E
S

5
8
-
6
1
LIMITS OF CONSER
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT BOOK 147, PA
G
E
S

5
8
-
6
1
SHEET 3
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION PLOT (TYP.)
VP-09
GW8
VP-08
GC3-2
GW7
SWALE (B)
DESIGN ALIGNMENT (TYP.)REACH GC2/GC3
Jonathan
Cory George
Digitally signed by
Jonathan Cory George
Date: 2023.02.23
12:20:55 -05'00'
35+0
0
36+00
37+00
38+00
39+00
40+00
41+00
42+0
0
43+00
44+00
45+
0
0
88
87
88
89
87
87
87
88
88
88
XS13LP
XS14LP
XS13RP
XS14RP
XS16LP
XS15LP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2" REBAR SET 5/8" REBAR
S
5
°

2
4
'

3
6
"
E

-

2
8
9
.
8
2
'
S63° 5
8
'

0
9
"
W

-

1
8
1
.
8
2
'
S63° 5
8
'

0
9
"
W

-

1
5
0
.
3
6
'
S88° 34' 07"W - 433.07'
N
5
°

2
4
'

3
6
"
W

-

2
8
6
.
9
0
'
S84° 18' 25"E - 302.
6
9
'
S84° 37' 15"E - 123.5
4
'
N63° 2
6
'

5
4
"
E

-

3
8
0
.
0
7
'
88
87
88
90
95
7
96
94
93 92
91
89
88
8
7
8
6
85
85
86
87
86
86
86
86
86
87
88
87
8
6
86
86
86
86 86
86
86
86
86
86
8
6
86
86
8
5
8
6
86
87
87
88
8
8
87
87
86
88
8
9
86
8
6
86
86
86
85
8
5
85
86
8686
87
8
5
85
85
8
6
86
85
82
83
83
83
83
84
84
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
E
S

-

D
u
g
o
u
t

M
i
t
i
g
a
t
i
o
n

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e
\
C
A
D
\
2
2
-
2
8
3
-
X
C
1
.
d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NA
D

'
8
3

(
2
0
1
1
)
TOP OF BANK (TYP.)
THALWAG (TYP.)TOE OF SLOPE (TYP.)
LOG LANE (TYP.)
LIMITS OF TOPOGRAPHIC SURVEY
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

3
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

5
FOUND
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-57-8598
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-77-0886
DEED BK: 10009-0887
PROPERTY LINE NOT SURVEYED (TYP.)
L
I
M
I
T
S

O
F

C
O
N
S
E
R
V
A
T
I
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A
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M
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P
L
A
T

B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
L
I
M
I
T
S

O
F

C
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S
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V
A
T
I
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A
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M
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P
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A
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B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
LIMITS OF CONSERVATION EASEMENT
PLAT BOOK 147, PAGES 58-61
LIMIT
S

O
F

C
O
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
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PLAT
B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
GRAVEL FORD
SHEET 4
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION PLOT (TYP.)
VP-09
GW8
VP-10
GW9
GW10
VP-11
REACH GC2/GC3
DESIGN ALIGNMENT (TYP.)
Jonathan
Cory
George
Digitally signed by
Jonathan Cory
George
Date: 2023.02.23
12:21:40 -05'00'
44+00
45+
0
0
46
+
0
0
47
+
0
0
48+00
49+
0
0
50+
0
0
51+00
52+00
53+00
XS15RP
XS16RP
XS16LP
XS15LP
XS17LP
XS18LP
XS17RP XS18RP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2" REBAR
SET 5/8" REBAR
FOUND 1/2"
REBAR WITH CAP
N88° 50' 34"W - 918.52'
8 09"
W

-

1
8
1
.
8
2
'
S87° 33' 57"E - 410.70'
S87° 33' 56"E - 213.84'
86
85
85
85
85
8
5
85
86
86 85
8
5
85
8
5
85
85
85
85
85
85
85
85
85
86
85
8
4
84
84
84
84
84
84
83
8
3
82
82
8
1
8
1
81
82
85
8
4
85
85
86
87
88
89
90
91
92
8
5
85
8
8
89
90
79
81
81
82
83
82
82
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
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a
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2
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2
8
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GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NA
D

'
8
3

(
2
0
1
1
)
TOP OF BANK (TYP.)
TOE OF SLOPE (TYP.)
THALWAG (TYP.)
LOG LANE (TYP.)
LIMITS OF TOPOGRAPHIC SURVEY
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

4
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

6
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-77-0886
DEED BK: 10009-0887
PROPERTY LINE NOT SURVEYED (TYP.)
LIMITS OF CONSERVATION EASEMENT
PLAT BOOK 147, PAGES 58-61
LIMITS OF CONSERVATION EASEMENT
PLAT BOOK 147, PAGES 58-61
SHEET 5
THALWAG AS ORIGINALLY
LOCATED (TYP.)
THALWAG AS LOCATED
ON 12/21/22 (TYP.)
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION PLOT (TYP.)
GC3-3
VP-12
GW11
VP-13
REACH GC2/GC3
DESIGN ALIGNMENT (TYP.)
Jonathan
Cory
George
Digitally signed by
Jonathan Cory
George
Date: 2023.02.23
12:22:26 -05'00'
54+00
55+00
56+00
57+00
58+00
59+00
60+
0
0
61+0
0
62+0
0
63+0063+0
XS19RP
XS19LP
XS20LP
XS20RP
XS21LP
XS21RP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 5/8" REBAR
CALCULATED
POINT
FOUND IRON
REBAR
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
S68° 05
'

3
4
"
W

-

3
8
0
.
3
9
'
N81° 29' 10"
W

-

3
5
7
.
7
3
'
S78° 02'
3
3
"
E

-

6
3
1
.
1
5
'
N66° 3
2
'

2
5
"
E

-

3
2
6
.
0
8
'
S85° 23' 38"E - 95.51'
S0
°

4
0
'

1
1
"
E

-

1
4
4
.
4
7
'
L1
8
1
8
1
81
80
80
80
80
80
80
80
80
79
79
79
8
3
83
82
81
84
85
81
85
8
3
83
82
80
82
81
76
80
77
7777
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
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S

-

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M
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a
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i
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2
2
-
2
8
3
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w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NA
D

'
8
3

(
2
0
1
1
)
LIMITS OF TOPOGRAPHIC SURVEY
TOP OF BANK (TYP.)
TOE OF SLOPE (TYP.)
THALWAG AS ORIGINALLY
LOCATED (TYP.)
LOG LANE (TYP.)
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

6
FOUND
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
PIN: 0442-77-0886
DEED BK: 10009-0887
ROTHCHILD ASSETS LLC
PIN: 0442-85-8250
DEED BK: 10540 PG: 0600
PROPERTY LINE NOT SURVEYED (TYP.)
LIMITS

O
F

C
O
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
LIMITS

O
F

C
O
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
TOE OF SLOPE (TYP.)
TOE OF SLOPE (TYP.)
TOP OF BANK (TYP.)
TOP OF BANK (TYP.)
SHEET 6
THALWAG AS LOCATED
ON 12/21/22 (TYP.)
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION PLOT (TYP.)
VP-14
REACH GC4
DESIGN ALIGNMENT (TYP.)
Jonathan
Cory
George
Digitally signed
by Jonathan Cory
George
Date: 2023.02.23
12:23:10 -05'00'
1+1
0
2+
0
0
3+004+00
5+36
6+0
0
7+00
8+0
0
9+00
10+0
0
2
+
3
4
3+0
0
3+
4
9
92
9
2
92
93
94
95
9
6
9
7
9
8
9
9
9
9
9
9
98
9
7
9
6
9
7
9
5
959
4
94
9
3
9
3
9
2
9
2
9
2
9
4
9
4
94
9
5
N11° 16' 11"E - 339.15'
N7
3
°

3
1
'

1
4
"
W

-

6
4
.
4
5
'
N5
6
°

0
7
'

1
8
"
W

-

1
5
4
.
3
5
'
N25°

1
2
'

4
6
"
W

-

1
7
6
.
1
5
'
N
5
9
°

2
9
'

5
1
"
E

-

1
0
1
.
0
2
'
N1° 24' 14"E -

2
3
7
.
2
3
'
N
8
3
°

4
1
'

0
1
"
E

-

1
3
0
.
4
7
'
S13° 0
6
'

4
4
"
E

-

4
8
4
.
9
9
'
S43
°

2
9
'

0
9
"
E

-

2
5
6
.
3
9
'
N27°

2
3
'

5
1
"
W
38.1
2
'
Parcel Line Table
Line #
L1
L2
Length
19.53
20.02
Direction
S68° 05' 34"W
N88° 10' 20"E
109
109
11
0
111 112
113
114
115
1
1
7
11
8
116
11
9
120
11
8
12
1
12
2
12
3
12
4
12
5
12
6
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
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2
0
2
2
\
2
2
-
2
8
3

-

R
E
S

-

D
u
g
o
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M
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t
i
g
a
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i
o
n

S
i
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e
\
C
A
D
\
2
2
-
2
8
3
-
X
C
1
.
d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
NAD '83 (20
1
1
)
LIMITS OF TOPOGRAPHIC SURVEY
TOP OF BANK (TYP.)
TOE OF SLOPE (TYP.)
THALWAG (TYP.)
M
A
T
H
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

1

O
F

7
SET 5/8" REBAR (TYP.)
FOUND 1/2"
REBAR WITH CAP
LIMITS OF TOPOGRAPHIC SURVEY (TYP.)
LOG LANE (TYP.)
HARRY LEE
PIN: 0442-38-8091
DEED BK: 3454 PG: 0039
VANCE TYSON JR
DEED BK: 10009-0887
VANCE TYSON JR
DEED BK: 10009-0887
PROPERTY LINE NOT SURVEYED (TYP.)
EDGE OF GRAVEL ACCESS ROAD
STREAM STRUCTURE
XS 3/4 RP
XS 4 LP
XS 3 LP
XS 2 LP
XS 1 LP
XS 1/2 RP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
FOUND 1/2"
REBAR WITH CAP
SET 5/8" REBAR (TYP.)
LIMITS OF TOPOGRAPHIC SURVEY (TYP.)
LIMITS

O
F

C
O
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT
B
O
O
K

1
4
7
,

P
A
G
E
S

5
8
-
6
1
LIMITS OF CO
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
PLAT BOOK 1
4
7
,

P
A
G
E
S

5
8
-
6
1
LIMITS OF CONSERVATION EASEMENT
PLAT BOOK 147, PAGES 58-61
SHEET 7
WETLAND GAUGE
STREAM GAUGE
BRUSH TOE
VEGETATION
PLOT (TYP.)
VEGETATION
PLOT (TYP.)
WOODY RIFFLE
WOODY RIFFLE
VP-02
GW4
VP-04
TV5-B
REACH TV1-B
SWALE (A)
REACH TV5-B
DESIGN ALIGNMENT (TYP.)
DESIGN ALIGNMENT (TYP.)
DESIGN ALIGNMENT (TYP.)
Jonathan
Cory
George
Digitally signed
by Jonathan
Cory George
Date: 2023.02.23
12:23:53 -05'00'
Reach GC PROFILE
84
85
86
87
88
89
90
91
84
85
86
87
88
89
90
91
6+81 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
Reach GC PROFILE
84
85
86
87
88
89
90
91
84
85
86
87
88
89
90
91
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
Reach GC PROFILE
82
83
84
85
86
87
88
89
90
82
83
84
85
86
87
88
89
90
22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
Reach GC PROFILE
80
81
82
83
84
85
86
87
80
81
82
83
84
85
86
87
30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00
Reach GC PROFILE
78
79
80
81
82
83
84
85
78
79
80
81
82
83
84
85
38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
E
S

-

D
u
g
o
u
t

M
i
t
i
g
a
t
i
o
n

S
i
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e
\
C
A
D
\
2
2
-
2
8
3
-
X
C
1
.
d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
SHEET 8
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
Jonathan
Cory
George
Digitally signed by
Jonathan Cory
George
Date: 2023.02.23
12:24:33 -05'00'
Reach GC PROFILE
74
75
76
77
78
79
80
81
82
83
74
75
76
77
78
79
80
81
82
83
46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
Reach GC PROFILE
72
73
74
75
76
77
78
79
80
81
72
73
74
75
76
77
78
79
80
81
54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50
Swale A PROFILE
86
87
88
89
90
91
92
93
94
95
96
97
86
87
88
89
90
91
92
93
94
95
96
97
0+951+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+89
Reach TV1 PROFILE
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
4+955+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+17
Reach TV5 PROFILE
95
96
97
98
99
100
95
96
97
98
99
100
1+952+00 2+50 3+00 3+49
SITE
NCBELS FIRM NO. C-4724
PO BOX: 879, PILOT MOUNTAIN, NC 27041
www.pilotse.com | 336-422-6741
30 0 15 30 60
SCALE: 1" = 30'
VICINITY MAP (NTS)
AS BUILT SURVEY
for
RESOURCE ENVIRONMENTAL
SOLUTIONS
3600 GLENWOOD AVE., SUITE 100
RALEIGH, NC 27612
P:
\
P
r
o
j
e
c
t
s
\
2
0
2
2
\
2
2
-
2
8
3

-

R
E
S

-

D
u
g
o
u
t

M
i
t
i
g
a
t
i
o
n

S
i
t
e
\
C
A
D
\
2
2
-
2
8
3
-
X
C
1
.
d
w
g
GRAYS CREEK TOWNSHIP
CUMBERLAND COUNTY, NORTH CAROLINA
DATES SURVEYED: 9/01 - 9/02/2022
DRAWN BY: C. GEORGE
FIELD CREW: AH, JT, CG
PROJECT NO: 22-283
LEGEND
SEWER MANHOLE
FIRE HYDRANT
TRAVERSE STATION
CONCRETE MONUMENT
PK NAIL
STORM MANHOLE
R/W MONUMENT
WATER METER
SEWER CLEANOUT
BOUNDARY LINE
OVERHEAD ELEC
UNDERGRD ELEC
WATER LINE
SEWER LINE
GAS LINE
STORM LINE
RIGHT OF WAY
EASEMENT
SET 5/8" REBAR
EXISTING IRON MON.
CALCULATED POINT
SINGLE POLE SIGN
DITCH CNTRLINE
CHAIN LNK FNCEUTILITY POLE
LINE NOT SURVEYED
WATER VALVE
WELL
R.R. SPIKE
GUY WIRE
STONE
SHEET 9
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
DESIGN ALIGNMENT
NOT AT THALWEG IN
THIS AREA
AS-BUILT SURFACE (TYP.)
AS-BUILT SURFACE (TYP.)
Jonathan
Cory
George
Digitally signed by
Jonathan Cory
George
Date: 2023.02.23
12:25:15 -05'00'
S1S2S3S4S5S6S7S8S9S10
S
1
1
S
1
2
S
1
3
S
1
4
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
2H
E
2H
E
2HE
2HE
2H
E
2HE
2HE
2
H
E
2
H
E
2
H
E
2
H
E
LCE
LCE
L
C
E
L
C
E
L
C
E
L
C
E
L
C
E
L
C
E
LCE
LCE
L
C
E
L
C
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SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
VICINITY MAP
NTS
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
DUGOUT SITE RECORD DRAWINGS
CUMBERLAND COUNTY, NORTH CAROLINA
CAPE FEAR RIVER BASIN: HUC 03030005
MARCH 2023
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SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
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PROJECT MANAGER:
DESIGNED:
DRAWN:
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SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
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PROJECT MANAGER:
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DRAWN:
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SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
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88
89
90
91
9
0
90
89
89
89
89
87
8
9
88
89
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9
0
8
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89
89
88
89
89
89
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88
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89
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88
XS9RP
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XS9LP
XS10LP
XS11LP
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89
85
86
8686
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2
4
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3
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5
SCALE H25 1 30
 9E5T 1 3

80
85
90
95
100
80
85
90
95
100
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
30 60
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CHANNEL %E'
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PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S4
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50
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AS%8ILT C2NT285 MIN25
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LC
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89
89
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88
8
7
8889
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8
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89
90
88
87
88
89
89
88
88
87
87
89
90
88
89
87
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8
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88
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89
88
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SCALE H25 1 30
 9E5T 1 3

80
85
90
95
100
80
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90
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30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00
30 60
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PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S5
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50
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L
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89
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88
87
88
87
87
8
7
88
88
88
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XS14LP
XS13RP
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88
87
88
8
6
85
85
8
6
86
86
86
86 86
86
86
86
86
86
8
6
86
86
8
5
8
6
87
88
8
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87
87
86
88
8
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86
86
83
83
83
83
84
84
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8
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86
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7
SCALE H25 1 30
 9E5T 1 3

75
80
85
90
95
75
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36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00
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PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
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LCE
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LCE
LCE
LCE
LCE
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LCE
LCE
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LCE
LCE
LCE
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86
86
86
87
87
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XS15
R
P
XS16
R
P
XS16
L
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XS15
L
P
XS17
L
P
XS17
R
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86
86
86
8
5
8
6
86
8
7
8
8
87
87
86
88
89
8
6
8
6
86
86
86
85 85
85
85
85
85
86
86
86
87
85
8
5
85
8
5
85
8
5
85
8
5
81
82
83
82
82
83
87
S
6
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4
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8
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SCALE H25 1 30
 9E5T 1 3

75
80
85
90
95
75
80
85
90
95
42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00
30 60
30
5EACH *C23
AS%8ILT
CHANNEL %E'
AS%8ILT
T23 2) %AN.
0
FULL SCALE: 1"=
2" = FULL SCALE
1" = HALF SCALE
FI
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:
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S7
RE
C
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D

D
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A
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3/
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DU
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,

N
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LE*EN'
T%
%%
LCE
LIMITS 2) 35232SE'
C2NSE59ATI2N EASEMENT
50
46
AS%8ILT %2TT2M 2) %AN.
AS%8ILT T23 2) %AN.
AS%8ILT C2NT285 MIN25
AS%8ILT C2NT285 MA-25
:ETLAN'
AS%8ILT L2* ST58CT85E
3523E5T< LINE
35232SE' %58SH T2E 352TECTI2N
AS%8ILT %58SH %E'
N2TE ALL SI*NI)ICANT CHAN*ES )52M
THE 'ESI*N A5E SH2:N IN 5E'
*528N':ATE5 M2NIT25IN* :ELL
STA*E 5EC25'E5
)L2: *A8*E
93
M2NIT25IN* C52SS SECTI2N
9E*ETATI2N M2NIT25IN* 3L2T
50
4635232SE' C2NT285 MIN25
35232SE' C2NT285 MA-25
AS%8ILT %58SH T2E 352TECTI2N
35232SE' L2* ST58CT85E
35232SE' %58SH %E'
35232SE' T23 2) %AN.
AS%8ILT :22'< 5I))LE
35232SE' :22'< 5I))LE
35232SE'
CHANNEL %E'
35232SE'
T23 2) %AN.
9311
4
7
+
0
0
48+0
0
49+
0
0
50+
0
0
51+00
52+00
53+00
54+00
LCELCELCELCELCELCELCELCELCE
LCE LCE LCE LCE LCE LCE
LCE
LCE
LCE
85
85
85
85
82
86
84
8
7 86
8
6
85
8
3
82
83
84
82
84
T%
T%T%
T%
T%
T%
T%
T%
T%
T%
T%T
%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T
%
T%
T
%
T
%
T%
T%
T%
T
%
T
%
T
%
T%
T%
T%
T%
T%
T%
T%
T
%
T%
T%
T%T%
T%T%
T%
T%
T%
T%
T%
T%T%
T%
T%
T%T%
T%
T%
T
%
T%
T%
T%
T%
T%
T%
T%
T%T%
T%T%
T%
T%
T%
T%
T%T%
T%
T%%%
%%
%%
%
%
%%
%%
%%%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%%%%%%%%%%%%%
%%%%
%%%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%
%
%%
%
%
%%
%%
%%%%
%%
%%
%
%
%%
%%
%
%
%%
%%
%%
%%%%%%%%
%%%%
%%
XS17LP
XS18LP
XS17RP
XS18RP
XS19RP
XS19LP
85
8
5
85
85
85
85
85
85
85
85
85
86
85
84
84
84
84
84
84
84
83
83
82
82
8
1
8
1
81
82
80
80
80
81
85
84
79
81
81
82
S7
MA
T
C
H

L
I
N
E

4
8
+
0
0
MA
T
C
H

L
I
N
E

5
4
+
0
0
S9
SCALE H25 1 30
 9E5T 1 3

75
80
85
90
95
75
80
85
90
95
48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
30 60
30
5EACH *C23
AS%8ILT
CHANNEL %E'
AS%8ILT
T23 2) %AN.
0
FULL SCALE: 1"=
2" = FULL SCALE
1" = HALF SCALE
FI
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PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S8
RE
C
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D

D
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3/
9
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LE*EN'
T%
%%
LCE
LIMITS 2) 35232SE'
C2NSE59ATI2N EASEMENT
50
46
AS%8ILT %2TT2M 2) %AN.
AS%8ILT T23 2) %AN.
AS%8ILT C2NT285 MIN25
AS%8ILT C2NT285 MA-25
:ETLAN'
AS%8ILT L2* ST58CT85E
3523E5T< LINE
35232SE' %58SH T2E 352TECTI2N
AS%8ILT %58SH %E'
N2TE ALL SI*NI)ICANT CHAN*ES )52M
THE 'ESI*N A5E SH2:N IN 5E'
*528N':ATE5 M2NIT25IN* :ELL
STA*E 5EC25'E5
)L2: *A8*E
93
M2NIT25IN* C52SS SECTI2N
9E*ETATI2N M2NIT25IN* 3L2T
50
4635232SE' C2NT285 MIN25
35232SE' C2NT285 MA-25
AS%8ILT %58SH T2E 352TECTI2N
35232SE' L2* ST58CT85E
35232SE' %58SH %E'
35232SE' T23 2) %AN.
AS%8ILT :22'< 5I))LE
35232SE' :22'< 5I))LE
35232SE'
CHANNEL %E'
35232SE'
T23 2) %AN.
5EACH *C4
)L22'3LAIN %ENCH :I'ENE'
'85IN* C2NST58CTI2N
9312
9313
54+00
55+00 56+00
57+00 58+00 59+00
60+
0
0
61+
0
0
LCE
LCE
LCELCELCELCELCELCE
LCE
LCE LCE
LCE
LCE
LCE LCE
LCE
LCE
LCE
86
85 84 83 82
81
81
82
83
84
84
85
81
82
83
84
83
82
81
83
80
81
82
83
T%T%T%
T%T%
T%T%
T%
T%
T%
T%T%T%T%
T%
T%T%
T%T%
T%
T%
T%
T%
T%T%T%
T%T%
T%T%
T%T%T%T%
T%T%
T%T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%T%T%
T%T%T%T%T%T%
T%
T%
T%
T%T%
T%
T%
T%
T%
T%
T%
T%
T%
T%T%T%T%
T%
T%T%T%
T%T%T%
T%
T%T%
%%
%%%%%%
%%%%
%%%%
%%%%
%%
%%%%%%
%%%%
%%%%%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%%%%%%%
%%%%%%%%%%%%
%%%%
%%%%
%%%%
%%
%%%%
%%%%
%%
%%
%%
%%%%%%%%
%%
%%%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%%%
%%
%%%%%%
%%%%
%%
%%
%%
%%
XS19RP
XS19LP
XS20LP
XS20RP
XS21LP
8
1
8
1
81
80
80
80
80
80
80
80
80
79
79
79
8
3
83
82
81
8485
81
85
8
3
83
80
82
81
80
77
77
77
S8
MA
T
C
H

L
I
N
E

5
4
+
0
0
M
A
T
C
H

L
I
N
E

6
0
+
0
0
S
1
0
SCALE H25 1 30
 9E5T 1 3

70
75
80
85
90
70
75
80
85
90
54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00
30 60
30
5EACH *C4
AS%8ILT
CHANNEL %E'
AS%8ILT
T23 2) %AN.
0
FULL SCALE: 1"=
2" = FULL SCALE
1" = HALF SCALE
FI
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F
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:
PL
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D
A
T
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:
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S9
RE
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3/
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LE*EN'
T%
%%
LCE
LIMITS 2) 35232SE'
C2NSE59ATI2N EASEMENT
50
46
AS%8ILT %2TT2M 2) %AN.
AS%8ILT T23 2) %AN.
AS%8ILT C2NT285 MIN25
AS%8ILT C2NT285 MA-25
:ETLAN'
AS%8ILT L2* ST58CT85E
3523E5T< LINE
35232SE' %58SH T2E 352TECTI2N
AS%8ILT %58SH %E'
N2TE ALL SI*NI)ICANT CHAN*ES )52M
THE 'ESI*N A5E SH2:N IN 5E'
*528N':ATE5 M2NIT25IN* :ELL
STA*E 5EC25'E5
)L2: *A8*E
93
M2NIT25IN* C52SS SECTI2N
9E*ETATI2N M2NIT25IN* 3L2T
50
4635232SE' C2NT285 MIN25
35232SE' C2NT285 MA-25
AS%8ILT %58SH T2E 352TECTI2N
35232SE' L2* ST58CT85E
35232SE' %58SH %E'
35232SE' T23 2) %AN.
AS%8ILT :22'< 5I))LE
35232SE' :22'< 5I))LE
35232SE'
CHANNEL %E'
35232SE'
T23 2) %AN.
)L22'3LAIN %ENCH :I'ENE'
'85IN* C2NST58CTI2N
9314
58+
0
0
59
+
0
0
60+
0
0
61+0
0
6
2
+
0
0
63+
0
0
63+
0
4
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LC
E
LC
E
81
82 83
84
8
3
82
81
83
80
81
82
83
80
8
0
83
T%
T%
T%
T
%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%T%T%T%T%
T%T%
T%
T%
T%T%T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T
%
T%
T%
%%
%%
%
%
%%
%%
%%%%
%%
%%
%%
%%
%%
%%
%%%%%%%%%%%%%%
%%
%%
%%
%%
%%
%%
%%
%%
%
%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
XS20L
P
XS20R
P
XS21L
P
XS21R
P
80
80
7
9
79
79
8
3
83
82
81
8
3
82
80
82
81
76
80
S9
MA
T
C
H

L
I
N
E

6
0
+
0
0
SCALE H25 1 30
 9E5T 1 3

70
75
80
85
90
70
75
80
85
90
60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00
30 60
30
5EACH *C4
AS%8ILT
CHANNEL %E'
AS%8ILT
T23 2) %AN.
0
FULL SCALE: 1"=
2" = FULL SCALE
1" = HALF SCALE
FI
L
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F
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:
PL
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D
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:
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S10
RE
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3/
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LE*EN'
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%%
LCE
LIMITS 2) 35232SE'
C2NSE59ATI2N EASEMENT
50
46
AS%8ILT %2TT2M 2) %AN.
AS%8ILT T23 2) %AN.
AS%8ILT C2NT285 MIN25
AS%8ILT C2NT285 MA-25
:ETLAN'
AS%8ILT L2* ST58CT85E
3523E5T< LINE
35232SE' %58SH T2E 352TECTI2N
AS%8ILT %58SH %E'
N2TE ALL SI*NI)ICANT CHAN*ES )52M
THE 'ESI*N A5E SH2:N IN 5E'
*528N':ATE5 M2NIT25IN* :ELL
STA*E 5EC25'E5
)L2: *A8*E
93
M2NIT25IN* C52SS SECTI2N
9E*ETATI2N M2NIT25IN* 3L2T
50
4635232SE' C2NT285 MIN25
35232SE' C2NT285 MA-25
AS%8ILT %58SH T2E 352TECTI2N
35232SE' L2* ST58CT85E
35232SE' %58SH %E'
35232SE' T23 2) %AN.
AS%8ILT :22'< 5I))LE
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35232SE'
CHANNEL %E'
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'85IN* C2NST58CTI2N
2HE
LC
E
LC
E
LC
E
LC
E
LC
E
LCE
LCE LCE LCE
LCE
LCE
LCE
3
+
0
0
3+50
4+00
4+50
5+00 5+50
6+00
6+50
7
+
0
0
7+50
8+00 8+5
0 9+00
9+50
10+00
10+50
11+00
91
92
9
2
92
T%
T%
T%
T%
T
%
T%
T%
T%
T
%
T%
T%
T
%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%T%
T
%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
T%
%%
%%
%
%
%
%
%%
%%
%
%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%%%
%%%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%%
%
%
%%
%%
91
92
92
92
93
94
95
96
97
9
8
9
9
99
9
9
9
8
97
96
97
95
95
9
4
94 93
93
9
2
92
92
XS
3
/
4
R
P
XS
3
L
P
XS
4
L
P
XS
1
/
2
R
P
XS
1
L
P
XS
2
L
P
91
SCALE H25 1 30
 9E5T 1 3

90
95
100
105
110
90
95
100
105
110
4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
30 60
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AS%8ILT
CHANNEL %E'
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0
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PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
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S11
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C2NSE59ATI2N EASEMENT
50
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92
92
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94
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96
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109
SCALE H25 1 30
 9E5T 1 3

90
95
100
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110
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DESIGNED:
DRAWN:
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SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
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88
SCALE H25 1 30
 9E5T 1 3

85
90
95
100
105
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1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
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PROJECT MANAGER:
DESIGNED:
DRAWN:
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SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
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S13
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6
86
86
SCALE H25 1 30
 9E5T 1 3

80
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90
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100
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PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
SEAL
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
BRC
TRS
AFM
AFM
100159
S14
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