20201798 Ver 1_SixRuns_100170_MY0 Report

FINAL (MYo) BASELINE MONITORING REPORT
SIX RUNS STREAM AND WETLAND MITIGATION PROJECT
Sampson County, North Carolina
Cape Fear River Basin
HUC 03030006
NCDMS Project #100170
DMS Contract #0303-01
RFP: 16-20190303 (Issued 12/20/2019)
USACE Action ID: SAW-2020-01964 I DWR Project #20201798 v1
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Pvided
by:
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Resource Environmental Solutions, LLC
for Environmental Banc & Exchange, LLC
Prepared for:
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
August 2023

fires
August 17, 2023
Jeremiah Dow
NC DEQ Division of Mitigation Services
217 West Jones Street
Raleigh, NC 27604
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
Corporate Headquarters
6575 W Loop S #300
Bellaire, TX 77401
Main: 713.520.5400
RE: DMS Comments on the MYO Report Six Runs, Project ID #100170, DMS Contract #0303-
01, RFP 16-20190303
Listed below are comments provided by DMS on July 31, 2023 regarding the Six Runs Stream
and Wetland Mitigation Project As -built and MYO Baseline Monitoring Report and RES'
responses.
Report Comments:
1. Title Page(s) — Please add RFP issue date (12/20/2019).
RFP issue date added to title page.
2. Table 1 — Why did the total wetland acreage change from 13.798 acres at mitigation plan to
13.670 acres at as -built? We typically see little to no change in acreage.
The change is due to the as -built survey of top -of -bank (TOB) being slightly different than
design TOB and the wetland polygons being redrawn to abut the surveyed TOB. Note that the
deviation in TOB is due to survey drawing straight lines between shots versus designed TOB
using actual curves.
3. Table 2 — Recommend adding the specific growing start and end dates to Success Criteria
column where applicable.
Growing season dates have been added to Table 2 in applicable cells.
4. CCPV — We recommend re -working the cross-section labeling/line thickness so labels for cross
sections 1, 3, 5, 9, and 31 are visible.
The cross-section labeling has been revised.
5. Photo Log — Are any of the photos in the "General Photos" section going to be taken annually?
If so, the photo points should be shown on the CCPV.
RES does not intend to take any of these annually, necessarily. The "General Photos" section
is meant to present additional photos besides the customary monitoring photos, and they will
likely be different from year-to-year.
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6. Table 11 — It is not necessary to calculate BHR on pool cross sections. Recommend removing
this data point.
BHR calculations have been omitted from pool cross sections in Table 11.
7. Appendix C — Please include the cross-section plots/photos.
The Cross Section Overlay Plots/photos have been included in Appendix C.
Record Drawings:
8. Please add Post Assisted Log Structure (PALS) to the Legend.
"As -built Post Assisted Log Structure" has been added to the legend.
9. Sheet S1 — There was a PALS added between stations 5+00 and 6+00 that should receive a
red callout.
Red callout has been added for the PALS.
10. Sheet S5 —A stone toe was installed in place of a brush toe at the location of XS 12 and should
receive a red line callout.
Red callout has been added for the stone toe.
11. Sheet S6 — Log structure upstream of Sta. 35+00 was not surveyed but was found in the field.
Also, log structure at Sta. 30+00 is shown as surveyed in as -built survey drawings (S7), but not
the record drawings.
Log sill upstream of Sta. 35+00 has been added along with a red callout.
The surveyed log sill at Sta. 30+00 has been added to the record drawing sheets.
12. Sheet S7 — Immediately downstream of Sta. 37+00 a stone toe was installed in place of a brush
toe and should be called out.
Red callout has been added for the stone toe.
Boundary Inspection:
13. Affirm by email to the project manager that the landowner is aware of the fence location as it
relates to the easement and that they are ok with the signs being posted on the fence which
extend well over 5 feet away from the easement boundary.
RES will send such email to Jeremiah Dow upon submittal of the Final As -built and MYO Report.
14. Corner # 172 — add rebar and aluminum cap per the RFP specifications and the survey plat
legend.
The surveyor has been notified and is scheduled to perform the task promptly.
15. Ensure that each corner is witnessed and signed. This is especially important for the areas
where there was no fence installed. Because the pre-existing fence line was removed by
clipping the wire and leaving the t-posts there is some potential confusion in areas where the
same type of white topped t-post was used to witness the easement corner. Signing all the
witness posts will take care of this confusion. It would also be helpful to paint the top 6 inches

0
of the corner t-posts yellow so that it is easy to distinguish the old fence line from the witness
posts.
RES will perform such action items promptly.
16. A KML file has been included with this letter for reference and location details of the boundary
inspection action items.
RES appreciates the KML and will perform such action items promptly.

Table of Contents
1 Project Summary..........................................................................................................................................................................1
1.1 Project Location and Description..........................................................................................................................1
1.2 Project Components...................................................................................................................................................1
1.3 Project Goals and Objectives..................................................................................................................................3
1.4 Construction and As -Built Conditions.................................................................................................................6
1.5 Baseline Monitoring Performance(MYO)...........................................................................................................6
1.5.1 Vegetation...........................................................................................................................................................6
1.5.2 Stream Hydrology............................................................................................................................................6
1.5.3 Stream Geomorphology................................................................................................................................7
1.5.4 Wetland Hydrology..........................................................................................................................................7
References....................................................................................................................................................................................... 8
Appendix A: Visual Assessment Data
Figure 1. Site Location Map
Figures 2a-c. Current Conditions Plan View
Table 5. Visual Stream Morphology Assessment
Table 6. Vegetation Condition Assessment Table
General Site Photos
Crossing Photos
Monitoring Device Photos
Appendix B: Vegetation Plot Data
Table 7. Planted Species Summary
Table 8. Vegetation Plot Mitigation Success Summary
Table 9. Stem Count Total and Planted by Plot Species
Vegetation Plot Photos
Appendix C: Stream Morphology Data
Table 10. Baseline Stream Data Summary
Table 11. Cross Section Morphology Data Table
Cross Section Overlay Plots
Appendix D: Hydrologic Data
Wetland Well Soil Profile Characterization Forms
Appendix E: Project Timeline and Contact Information
Table 4. Project Timeline and Contact Information
Appendix F: Other Data
As -built Survey
As -built Record Drawing

1 Project Summary
1.1 Project Location and Description
The Six Runs Stream and Wetland Mitigation Project (Project) is located within Sampson County,
approximately six and a half miles west of Faison, NC. The Project lies within the Cape Fear River Basin,
North Carolina Department of Water Resources (NCDWR) sub -basin 03-06-19 and United States
Geological Survey (USGS) 14-digit hydrologic unit code (HUC) 03030006110010 (Six Runs Creek
Watershed; Figure 1). The Project was designed to help meet compensatory mitigation requirements for
stream and wetland impacts in the HUC 03030006. The Project restores 5,788 linear feet (LF) and enhances
1,656 LF of stream as well as re-establishes 6.221 acres (ac), rehabilitates 4.913 ac, enhances 1.008 ac, and
preserves 1.656 ac of wetlands that will ultimately provide water quality benefits and ecosystem uplift for
the Project's 0.89 miz (570 ac) drainage area.
The Project is comprised of a 30.94-acre easement located along Six Runs Creek, encompassing a portion
of the Six Runs Creek floodplain and several tributaries. The Project involves Brad's Branch (a colloquial
name for the primary tributary feature draining to Six Runs Creek), five of its unnamed tributaries, and
riparian wetlands that all drain into Six Runs Creek which eventually drains south to the Black River. The
stream and wetland mitigation components are summarized in Table 1. The upstream extent of the
Project begins at a property boundary upstream of E Darden Road and the downstream extent ends
within the Six Runs Creek swamp. The site is easily accessible from E Darden Road. Coordinates for the
Project are as follows: 35.0962°,-78.2304°.
1.2Project Components
Prior to restoration, the riparian corridors within the Project had been manipulated by agricultural
practices over time, thereby adversely impacting both streams and wetlands. Most streams were
degraded in varying degrees and were restored or enhanced to attain higher function. Non -jurisdictional
areas of hydric soil within riparian areas were restored via re-establishment to improve both hydrologic
and vegetative functions. Jurisdictional riparian wetland areas that were severely degraded in terms of
vegetation and riparian function were rehabilitated to improve vegetative function and stream interaction.
Other jurisdictional wetland areas that were partially forested but degraded from constant cattle pressure
were enhanced to improve vegetative function. A small area of mixed, jurisdictional wetland types,
including frequently inundated marsh and forested swamp, within the Six Runs floodplain, were preserved.
Importantly, cattle no longer have access to the aquatic resources within the Project. These improvements
to the Project will help meet the river basin needs expressed in the Division of Mitigation Services' (DMS)
2009 Cape Fear River Basin Restoration Priorities (RBRP).
Through stream restoration and enhancement, the Project presented 7,444 LF of stream mitigation,
generating 6,660.599 Warm Stream Mitigation Units (SMUs). By incorporating wider buffers, the total
adjusted SMUs for the Project amounted to 6,724.599 SMU (Table 1). Additionally, the Project presented
13.798 acres of wetland re-establishment, rehabilitation, enhancement, and preservation, generating
10.044 Riparian Wetland Mitigation Units (WMU; Table 1). Additional wetland areas amounting to 1.379
acres were presented that will not generate mitigation credit but are protected within the conservation
easement. These asset numbers reflect those in the approved mitigation plan.
Six Runs Mitigation Project 1 As -Built Baseline Monitoring Report
Project #100170 August 2023

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1.3Project Goals and Objectives
Prior to construction the streams and wetlands had been significantly impacted by historic relocation and
straightening of stream channels, hay production, cattle farming, and lack of riparian buffer. The past land
use disturbances, absence of buffer vegetation, and current agricultural practices presented a significant
opportunity for water quality and ecosystem improvements through the implementation of this Project.
Through the comprehensive analysis of the Project's maximum functional uplift using the Stream
Functions Pyramid Framework, specific, attainable goals and objectives are being realized by the Project.
These goals clearly help to address the degraded hydrology, water quality, and habitat from agricultural
practices that were identified as major watershed stressors in the DMS 2009 Cape Fear River Basin
Restoration Priorities (RBRP) and within DMS' Targeted Resource Areas (TRA). Ultimately, the Project
supports DMS' watershed goals listed in the Approved Mitigation Plan. The Project Summary Goals,
Performance, and Results are provided below in Table 2. The Project Attributes are found in Table 3.
Six Runs Mitigation Project 3 As -Built Baseline Monitoring Report
Project #100170 August 2023

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1.4Construction and As -Built Conditions
Project construction was completed on March 3rd, 2023, and planting was completed on March 3rd, 2023.
The Six Runs Project was built to design plans and guidelines with some minor modifications. Such
modifications are summarized below:
• Added several Post -Assisted Log Structures (PALS) to reaches BB-A/B;
• Swapped several brush toes for stone toes;
• Swapped two brush toes for sod mats in lower portion of reach BB-C;
• Added floodplain sills in very wet areas susceptible to erosion;
• Minor alignment change at upper segment of BB-C — This was a design revision in the Final
Construction Plans. This did not result in change in LF.
• Minor alignment change at lower segment of DE7 — This was a field -adjustment to avoid an
existing mature tree. This resulted in minor loss of LF.
The as -built survey and record drawings are included in Appendix F.
There were no changes to the planting plan (Table 7 in Appendix B). Minor monitoring device location
changes were made during as -built installation, however, the quantities remained as proposed in the
Mitigation Plan.
1.5Baseline Monitoring Performance (MY0)
The Six Runs Baseline Monitoring activities were performed in March 2023. All Baseline Monitoring data is
presented below and in the appendices. The Project is on track to meeting stream, wetland, and
vegetation interim success criteria.
1.5.1 Vegetation
Setup and monitoring of the 13 permanent vegetation plots and 6 random vegetation plots were
completed after stream construction and planting, on March 23rd, 2023. Vegetation data are in Appendix
B, and associated photos and plot locations are in Appendix A. MYO 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 1,012 planted stems per acre with a mean of 737 planted stems per acre across all
plots. A total of twenty planted species were documented within the plots. The average stem height in the
vegetation plots was 1.3 feet.
Visual assessment of vegetation outside of the monitoring plots indicates that herbaceous vegetation is
establishing throughout the project area (Appendix A).
1.5.2 Stream Hydrology
Three stage recorders and five flow gauges were installed on March 28t", 2023. The stage recorders are in
place to document bankfull events. Two stage recorders were installed on BB-C and one was installed on
DE-4. The flow gauges are in place to document presence and persistence of stream flow in the
intermittent channel. One flow gauge was installed on each of the reaches: BB -A, MT-2, DE7, DE2-B, and
DE8. Stream hydrology data will be included in the Monitoring Year 1 Report in this section and in the
appendices. Gauge locations can be found on Figures 2a-c and photos are in Appendix A.
Six Runs Mitigation Project 6 As -Built Baseline Monitoring Report
Project #100170 August 2023

1.5.3 Stream Geomorphology
Cross section setup and geomorphology data collection for MYO was collected on March 30t", 2023.
Summary tables and cross section plots are in Appendix C. 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 all restoration reaches. All reaches were designed as gravel bed channels and remain
classified as gravel bed channels 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 (Appendix C).
1.5.4 Wetland Hydrology
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; two were installed in wetland
enhancement areas; two were installed in wetland rehabilitation areas; and one was installed in a wetland
preservation area 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. These gauges
were installed on March 28t", 2023.
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 D). Exact well locations
can be found in Figures 2a-c and wetland hydrology data will be included in subsequent monitoring
reports.
Six Runs Mitigation Project 7 As -Built Baseline Monitoring Report
Project #100170 August 2023

2 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
North Carolina Division of Mitigation Services (NCDMS). "Neuse River Basin Restoration Priorities 2010.
Amended August 2018."
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 (2022). "Six Runs Final Mitigation Plan".
US Army Corps of Engineers (USACE). (2016). "Wilmington District Stream and Wetland Compensatory
Mitigation Update." NC: Interagency Review Team (IRT).
Six Runs Mitigation Project 8 As -Built Baseline Monitoring Report
Project #100170 August 2023

Appendix A
Visual Assessment Data

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Appendix B
Vegetation Plot Data

Table 7. Six Runs As -Built Planting Lists
Zone 1-A & B (Wetlands and Floodplains)
Bare Roots
Common Name
Scientific Name
Percent
Composition
QTY
Bald cypress
Taxodium distichum
10%
1,700
Swamp tupelo
Nyssa bif(ora
10%
1,700
Buttonbush
Cephatanthus occidentatis
10%
1,700
Overcup oak
Quercus tyrata
10%
1,700
River birch
Betuta nigra
10%
1,700
Laurel oak
Quercus (aurifo(ia
5%
900
Water hickory
Carya aquatica
5%
900
Hazel alder
Anus serru(ata
5%
900
Green ash
Fraxinus pennsy(vanica
5%
850
American sycamore
P(atanus occidenta(is
5%
850
American elm
U(mus American
5%
850
Swamp chestnut oak
Quercus michauxii
5%
900
Willow oak
Quercus phe((os
5%
900
Wax myrtle
Morelia cerifera
5%
850
Total Bare Roots
16,400
Containerized (Zone 1-B Only)
Bald cypress
Taxodium distichum
24%
70
Swamp tupelo
Nyssa bif(ora
24%
70
Buttonbush
Cepha(anthus occidenta(is
24%
70
Overcup oak
Quercus (yrata
28%
80
Total Containerized
290
Live Stakes (Zone 1-B Only)
Black willow
Sa(ix nigra
66%
1,200
Hazel alder
Anus serru(ata
17%
300
Buttonbush
Cepha(anthus occidenta(is
17%
300
Total Live Stakes
1,800

Zone 2 (Uplands and Slopes)
Bare Roots
Common Name
Scientific Name
Percent
Composition
QTY
Green ash
Fraxinus pennsy(vanica
5%
250
American sycamore
P(atanus occidenta(is
5%
250
American elm
U(mus American
5%
250
Swamp chestnut oak
Quercus michauxii
10%
500
Willow oak
Quercus phe((os
10%
500
Wax myrtle
Morelia cerifera
5%
250
American hornbeam
Carpinus caro(iniana
10%
500
Water oak
Quercus nigra
10%
500
White oak
Quercus a(ba
15%
800
Northern red oak
Quercus rubra
15%
800
Yellow poplar
Liriodendron tu(ipifera
10%
500
Total Bare Roots
5,100
Stream Bank Live Staking
Live Stakes
Common Name
Scientific Name
Percent
Composition
QTY
Black Willow
Sa(ix nigra
40%
3,450
Buttonbush
Cepha(anthus occidenta(is
30%
2,600
Silky Dogwood
Corpus amomum
30%
2,600
Total Live Stakes
8,650

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Table 9. Vegetation Plot Summary
Vegetation Performance Standards Summary Table
Vag Plot 1 F
Vag Plot 2 F
Vag Plot 3 F
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Monitoring Year 7
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
607
1
9
0
729
1
12
0
607
1
7
0
Vag Plot 4 F
Vag Plot 5 F
Vag Plot 6 F
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Monitoring Year 7
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
810
1
8
0
688
2
6
0
729
2
7
0
Vag Plot 7 F
Vag Plot 8 F
Vag Plot 9 F
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Monitoring Year 7
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
891 1 10
Vag Plot 10 F
810 1
Vag Plot 11 F
688 1
Vag Plot 12 F
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Monitoring Year 7
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
810
1
12
648
2
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2
9
0
Vag Plot 13 F
Vag Plot Group 1 R
Vag Plot Group 2 R
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Monitoring Year
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
1012
1
10
891
1
8
891
1
Vag Plot Group 3 R
Vag Plot Group 4 R
Vag Plot Group 5 R
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Stems/Ac.
Av. Ht. (ft)
# Species
% Invasives
Monitoring Year 7
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
648
1
8
0
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1
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2
Vag Plot
Group 6 R
Stems/Ac.
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# Species % Invasives
Monitoring Year 7
Monitoring Year 5
Monitoring Year 3
Monitoring Year 2
Monitoring Year 1
Monitoring Year 0
567
1
6
0
*Each monitoring year represents a different plot forthe random vegetation plot "groups". Random plots are denoted with an R, and fixed plots with an F.

Appendix C
Stream Morphology Data

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