20200016 Ver 1_Year 0 As-Built_2022_20220831

ID#* 20200016
Select Reviewer:
Erin Davis
Initial Review Completed Date 09/06/2022
Mitigation Project Submittal - 9/2/2022
Version* 1
Is this a Prospectus, Technical Proposal or a New Site?*
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Paul Wiesner
Project Information
ID#:* 20220016
Existing ID#
Project Type: • DMS Mitigation Bank
Project Name: Cross Creek Ranch Mitigation Site
County: Montgomery
Document Information
O Yes O No
Email Address:*
[e-mail]
Version:* 1
Existing Version
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: CrossCreek_100138_AB_2022.pdf 10.47MB
Please upload only one PDF of the complete file that needs to be submitted...
Signature
Print Name:* Paul Wiesner
Signature: *

ID#* 20200016
Select Reviewer:
Erin Davis
Initial Review Completed Date 08/31/2022
Mitigation Project Submittal - 8/31/2022
Version* 1
Is this a Prospectus, Technical Proposal or a New Site?*
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Kelly Phillips
Project Information
ID#:* 20200016
Existing ID#
Project Type: • DMS Mitigation Bank
Project Name: Cross Creek Ranch Mitigation Site
County: Montgomery
Document Information
O Yes O No
Email Address:*
[e-mail]
Version:* 1
Existing Version
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: CrossCreek_100138_MYO_2022.pdf 24.34MB
Please upload only one PDF of the complete file that needs to be submitted...
Signature
Print Name:* Kelly Phillips
Signature: *
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41
MONITORING YEAR 0 CROSS CREEK RANCH SITE
Montgomery County, NC
ANNUAL REPORT Yadkin River Basin
Final HUC03040104
DMS Project No. 100138
August 2022 NCDEQ Contract No. 7879-01
DMS RFP No. 16-007879 / Issued: May 6, 2019
USACE Action ID No. 2020-00051
DWR Project No. 2020-0016
Data Collection Dates: February 2022 —July 2022
PREPARED FOR:
C-
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652

Wk*
WILDLANDS
ENGINEERING,
August 26, 2022
Mr. Kelly Phillips
Project Manager
NCDEQ- Division of Mitigation Services
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Subject: DRAFT MYO/As-Built Baseline Report & Record Drawings Review
Cross Creek Ranch Site
Yadkin River Basin — CU# 03040104
Montgomery County
DMS Project ID No. 100138
Contract #. 7879-01
Dear Mr. Phillips:
On August 11, 2022, Wildlands Engineering received comments from the North Carolina Division of
Mitigation Services (DMS) regarding the DRAFT MYO/As-Built Baseline Report & Record Drawings dated
July 13, 2022. The following letter documents DMS feedback and Wildlands' corresponding responses
and revisions to the As -Built Report.
Report Cover: Add RFP issuance date (Issued 5/6/2019).
Response: RFP issuance date has been added.
Cover Page: Please update the name to "Cross Creek Ranch Site" so the project name matches the
DMS accounting system (CRM) and the project's Credit Ledger. Please update the project name report
wide as necessary.
Response: The project name throughout the report has been updated to "Cross Creek Ranch Site" to
match the DMS accounting system.
Table 1 Proiect Quantities and Credits and Digital Support File (Report Tables 1-3 - Cross Creek Ranch
MYO.xlsx): Wetland 1 credits are incorrectly shown as 0.422. The wetland area is shown as 0.442 acres
at a ratio of 1.0. Please update the credits for Wetland 1 to 0.442 and the Total Credits to 4.853 in
both sections of Table 1 and the support files after validating these numbers.
Response: Wetland 1 credits and Total Credits have been updated along with a note stating the credits
were miscalculated at the Mitigation Plan stage.
Section 2 As -Built Condition (Baseline): Please add an interpretative description of the expected site
response following adjustments made during construction that differ from the design plans.
Response: An interpretative description has now been added to Section 2.
Section 2 As -Built Condition: Please note and discuss any monitoring device location changes from the
IRT approved mitigation plan.
Response: Monitoring device location changes are now noted in Section 2.
W Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609

Section 2.1.5 UT1B: Add discussion detailing the sediment accumulating in the pool at STA 400+00 -
400+21 to Section 3. Is the aggradation likely to require maintenance?
Response: Discussion has been added to Section 2.1.5 about the sediment accumulation. Wildlands is
currently monitoring the sediment and will take action if necessary.
Section 3: Please add Table 18 (Summary of Performance Standards) from the approved mitigation
plan to the report.
Response: The contents of Table 18 from the approved Mitigation Plan are included in Table 2 of the
Baseline Report. Table 2 is a required Table from the updated DMS monitoring template issued October
2020. Wildlands feels Table 2 suffices and includes all information contained in Table 18.
Section 3.3 Stream Assessment: The description indicates there is little to no change in stream
dimension. This report documents the baseline conditions so a comparative analysis indicating change
cannot be made. Indicate if the constructed dimensions are consistent with the design specifications.
Response: Constructed dimensions are consistent with design specifications and are now indicated in
Section 3.3.
General: Pebble counts are no longer a requirement of the IRT for monitoring. An agreement was
reached on September 29, 2021 with the DMS Technical Work Group and IRT that pebble count data
will not be required during the monitoring period for all future projects. Pebble counts are optional in
accordance with the policy and your own professional judgment.
Response: Wildlands plans to discontinue pebble counts in subsequent monitoring years and will note it
in the MY1 Report.
Appendix A Visual Assessment Tables: Thank you for including the data collection dates.
Appendix A - Culvert Crossing Photographs: Please add photos for the internal crossing at the
beginning of Big Branch.
Response: Sheet 1.2.1 of the Record Drawings mislabeled the utility easement, which is outside of the
conservation easement, as an internal crossing. There is no internal or external crossing along Big
Branch, therefore a photograph is not needed. Sheet 1.2.1 has now been updated to accurately reflect
the utility easement.
Figure 1 and Figure 113 - CCPV: Add the internal crossing shown on Sheet 1.2.1 of the Record Drawings
to the figure.
Response: Sheet 1.2.1 of the Record Drawings mislabeled the utility easement, which is outside of the
conservation easement, as an internal crossing. There is no internal or external crossing along Big
Branch, therefore the CCPV does not show one. Sheet 1.2.1 has now been updated to accurately reflect
the utility easement.
Record Drawings: Sheet 1.4.1: Native rock was installed within the conservation easement as
stabilizing riprap along the road shoulder at the beginning of UT213. Please indicate if this area will be
a potential maintenance concern requiring construction access during monitoring or long-term
Stewardship. If an easement modification is needed, IRT approval during this MYO/baseline review
will be required prior to implementation.
Response: A field call made by the construction team was intended to stabilize an existing culvert that
goes under a private road. No future maintenance is anticipated.
Sheet 1.4.2: Riprap lining was installed within the conservation easement for stability. Please indicate
if this area will be a potential maintenance concern requiring construction access during monitoring or
Page 2

long-term Stewardship. If an easement modification is needed, IRT approval during this MYO/baseline
review will be required prior to implementation.
Response: The rock was part of the in -stream structure around the pool and no future maintenance is
anticipated.
Site Inspection Comments: DMS conducted a site inspection on July 28, 2022. The conservation
easement boundary was found to be adequately marked and protected, no encroachments were
observed, and site conditions were consistent with the baseline report.
Digital Deliverable Comments: Please revise the wetland assets digital submission. There are
discrepancies in the reported As -built assets and the digital file assets. Wetland polygons should be
labeled in the digital files as they are labeled in the asset table (Wetland 1,2,3, and A-Q) and no
polygons should overlap. The wetlands have expanded in the As -built submission as compared to the
mitigation plan submission, 4.366 to 5.170 re-establishment, 0.467 rehabilitation — 0.700. There are
polygons included in the re-establishment layer that appear to be wetland rehabilitation (handle CA
and CB in the digital file submitted) and re-establishment and rehabilitation polygons that overlap.
Response: The wetland assets digital file has now been revised.
Thank you for your review and providing comments on this submittal. If you have any further questions,
please contact me at [phone], or by email ([e-mail]).
Sincerely,
Jason Lorch, Monitoring Coordinator
Page 3

PREPARED BY:
W
WILDLANDS
E NC, I N FER I N G
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
Jason Lorch
[e-mail]
Phone: [phone]

CROSS CREEK RANCH SITE
Monitoring Year 0 Annual Report
TABLE OF CONTENTS
Section1: Project Overview...........................................................................................................1-1
1.1 Project Quantities and Credits...................................................................................................1-1
1.2 Project Goals and Objectives.....................................................................................................1-2
1.3 Project Attributes.......................................................................................................................1-4
Section 2: As -Built Condition (Baseline)..........................................................................................2-1
2.1 As-Built/Record Drawings..........................................................................................................2-1
2.1.1 Clarks Creek........................................................................................................................2-1
2.1.2 Big Branch..........................................................................................................................2-1
2.1.3 UT1 Reach 1.......................................................................................................................2-1
2.1.4 UT1 Reach 2.......................................................................................................................2-1
2.1.5 UT1B...................................................................................................................................2-1
2.1.6 UT3 Reach 1.......................................................................................................................2-2
2.1.7 UT3 Reach 2.......................................................................................................................2-2
2.1.8 UT3 Reach 3.......................................................................................................................2-2
Section 3: Monitoring Year 0 Data Assessment...............................................................................3-1
3.1 Vegetative Assessment..............................................................................................................3-1
3.2 Vegetation Areas of Concern.....................................................................................................3-1
3.3 Stream Assessment....................................................................................................................3-1
3.4 Stream Areas of Concern...........................................................................................................3-1
3.5 Hydrology Assessment...............................................................................................................3-1
3.6 Wetland Assessment..................................................................................................................3-1
3.7 Monitoring Year 0 Summary......................................................................................................3-1
Section4: Methodology.................................................................................................................4-1
Section5: References.....................................................................................................................5-1
TABLES
Table 1: Project Quantities and Credits.....................................................................................................1-1
Table 2: Goals, Performance Criteria, and Functional Improvements......................................................1-2
Table 3: Project Attributes.........................................................................................................................1-5
FIGURES
Figure la-c Current Condition Plan View
APPENDICES
Appendix A Visual Assessment Data
Table 4 Visual Stream Morphology Stability Assessment Table
Table 5 Vegetation Condition Assessment Table
Stream Photographs
Culvert Crossing Photographs
Vegetation Plot Photographs
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final

Appendix B Vegetation Plot Data
Table 6 Vegetation Plot Data
Table 7 Vegetation Performance Standards Summary Table
Appendix C Stream Geomorphology Data
Cross -Section Plots
Longitudinal Profile Plots
Table 8 Baseline Stream Data Summary
Table 9 Cross -Section Morphology Monitoring Summary
Reachwide and Cross -Section Pebble Count Plots
Appendix D Project Timeline and Contact Info
Table 10 Project Activity and Reporting History
Table 11 Project Contact Table
Appendix E Record Drawings
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final

Section 1: Project Overview
The Cross Creek Ranch Site (Site) is located in Montgomery County, approximately 1.5 miles northwest
of Mount Gilead and 4.5 miles east of Norwood. Table 3 presents information related to the project
attributes.
1.1 Project Quantities and Credits
The Site is located on two parcels under one landowner and a conservation easement was recorded on
63.9 acres. Table 1 below shows stream credits by reach and the total amount of stream credits
expected at closeout.
Table 1: Project Quantities and Credits
•••
• 0
Project
Mitigation
As -Built Mitigation
Restoration
Mitigation
plan
Ratio
Credits
Comments
Segment
Footage
Footage Category
Level
(X:1)
STREAMS
Fencing Out Livestock, Minor
rks Creek
3,479
3,479
Warm
Ell
4.0
869.750
Bank Grading
Big Brancn
Full Channel Restoration,
Big Branch
2,133
2,196
Warm
R
1.0
2,133.000
Fencing Out Livestock
Full Channel Restoration,
UT1 R1
2,821
2,866
Warm
R
1.0
2,821.000
Fencing Out Livestock
Full Channel Restoration,
UT1 R2
164
167
Warm
R
1.0
164.000
Fencing Out Livestock
Full Channel Restoration,
UT1 R2
423
439
Warm
R
1.0
423.000
Fencing Out Livestock
Full Channel Restoration,
UT1B
373
377
Warm
R
1.0
373.000
Fencing Out Livestock
Full Channel Restoration,
UT1B
868
877
Warm
R
1.0
868.000
Fencing Out Livestock
47
Non -Jurisdictional
Full Channel Restoration,
UT3 R1
748
754
Warm
R
1.0
748.000
Fencing Out Livestock
Fencing Out Livestock, Minor
UT3 R2
2,432
2,437
Warm
Ell
3.0
810.667
Bank Grading
UT3 R3
331
331
Warm
P
10.0
33.100
Conservation Easement
Tota Is:
9,243.517
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 1-1

WETLANDS
Wetland 1
0.442
0.442
Riparian
R
1.0
0.4423
Wetland 21
2.163
2.163
Riparian
R
1.0
2.163
Wetland 3
1.781
1.781
Riparian
R
1.0
1.781
Wetland A
0.075
0.075
Riparian
RH
1.5
0.050
Wetland B
0.116
0.116
Riparian
RH
1.5
0.077
Wetland D
0.033
0.033
Riparian
RH
1.5
0.022
Wetland E
0.102
0.102
Riparian
RH
1.5
0.068
Wetland F
0.103
0.103
Riparian
RH
1.5
0.069
Wetland G
0.051
0.051
Riparian
RH
1.5
0.034
Wetland H
0.158
0.158
Riparian
RH
1.5
0.105
Wetland Q
0.063
0.063
Riparian
RH
1.5
0.042
Total:1
4.853
1 Wetland 2 boundary includes conversion of the existing farm pond to wetland.
2 Crossing lengths have been removed from restoration footage.
3 Wetland 1 credits have been updated to account for an error in the Mitigation Plan.
Restoration Level
Stream
Riparian Wetland
Warm
Riverine
Restoration
7,530.000
Enhancement II
1,680.417
Preservation
33.100
Re -Establishment
4.386
Rehabilitation
0.467
Total Stream Credit
9,243.517
Total Wetland Credit
4.8531
1 Total Riparian Wetland Credits have been updated to account for an error in the Mitigation Plan.
1.2 Project Goals and Objectives
The project is intended to provide numerous ecological benefits. Table 2 below describes expected
outcomes to water quality and ecological processes and provides project goals and objectives.
Table 2: Goals, Performance Criteria, and Functional Improvements
Goal
Objective/ Treatment
Likely Functional
Uplift
Performance Criteria
Measurement
Cumulative
Monitoring
Results
Reconstruct stream
channels slated for
restoration with stable
Reduce erosion and
Improve the
dimensions and
sediment inputs;
ER stays over 2.2 and
Cross-section
BHR below 1.2 with
stability of
appropriate depth relative
maintain
visual assessments
monitoring
No deviations
stream
to the existing floodplain.
appropriate bed
and visual
from design.
showing progression
channels.
Add bank revetments and
forms and sediment
towards stability.
inspections.
instream structures to
size distribution.
protect restored/
enhanced streams.
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 1-2

Cumulative
Goal
Objective/ Treatment
Likely Functional
Performance Criteria
Measurement
Monitoring
Uplift
Results
Install fencing to exclude
Fence conservation
Visually
Exclude
livestock from stream
Reduce and control
easement to exclude
inspect the
Cattle are
livestock
channels, riparian areas,
sediment inputs;
livestock. Install
Site to ensure
excluded from
from stream
proposed wetland areas,
reduce and manage
fenced and gated
no cattle
project
channels.
and/or removed livestock
nutrient inputs.
culvert crossings as
encroachment
streams.
from adjacent fields.
needed.
is occurring.
Install habitat features
such as cover logs, log sills,
Support biological
and bush toes into
Improve
restored/enhanced
communities and
processes. Provide
There is no required
instream and
streams. Add woody
aquatic habitats for
performance standard
N/A
N/A
wetland
materials to channel beds.
habitat.
Construct pools of varying
diverse populations
for this metric.
depth. Remove farm pond
of aquatic
and re-establish forested
organisms.
riparian wetland habitat.
Reduce shear stress
on channel; hydrate
adjacent wetland
areas; filter
Four bankfull events
Reconnect
Reconstruct stream
pollutants out of
in separate years
Crest gauges
channels
and/or
channels with appropriate
overbank flows;
within monitoring
with
bankfull dimensions and
provide surface
period.
pressure
Reported in
floodplains
transducers
MY1.
and riparian
depth relative to existing
storage of water on
30 consecutive days
recording flow
wetlands.
floodplain.
floodplain; increase
of flow for
elevations.
groundwater
intermittent channel.
recharge while
reducing outflow of
stormwater.
Free groundwater
Groundwater
Improve terrestrial
surface within
gauges will be
Restore wetlands through
habitat; and
inches of the ground
und
placed in
Restore
re-establishment of
contribute to
surface fora
wetland re -
wetland
hydrology. Remove the
protection of or
minimum of 12% (re -
establishment
Reported in
function and
drainage effects of
improvement of a
establishment) or °
and
MY1.
hydrology.
agricultural ditching and
Water Supply and
(rehabilitation) of thehe
rehabilitation
maintenance.
Nutrient -Sensitive
growing season for
areas and
Water.
monitored
Montgomery County.
annually.
Reduce
sediment and
Restore riparian stream
Reduction of
nutrient
corridor and pocket
sediment and
There is no required
input from
wetland areas to slow and
performance standard
N/A
N/A
adjacent
filter runoff from adjacent
nutrients to 303(d)
for this metric.
agricultural
agricultural fields.
receiving waters.
fields.
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 1-3

Goal
Objective/ Treatment
Likely Functional
Uplift
Performance Criteria
Measurement
Cumulative
Monitoring
Results
Survival rate of 320
Convert active cattle
stems per acre at
pasture and previously
MY3, 260 planted
One hundred
maintained agricultural
Provide a canopy to
stems per acre and
square meter
All 29
Restore and
areas to forested riparian
shade streams and
average height of 7ft
vegetation
vegetation
enhance
reduce thermal
at MY5 and 210
plots are
native
buffers along all Site
loadings; stabilize
stems per acre and
o
placed on 2/0
plots have a
streams and wetlands.
planted stem
floodplain
stream banks and
average height of 10
of the planted
and wetland
Treat invasive vegetation
floodplain; support
ft at MY7.
area of the
density greater
vegetation.
along stream corridors.
water quality and
*Shrub and
Site and
than 320 stems
Protect and enhance
habitat goals.
subcanopy species
monitored
per acre.
existing forested riparian
will be omitted from
annually.
buffers.
average height
calculations.
Ensure that
Visually
Permanently
development and
inspect the
protect the
agricultural uses
perimeter of
Establish conservation
that would damage
Prevent easement
the Site to
No easement
project Site
easements on the Site.
the Site or reduce
encroachment.
ensure no
encroachments.
from harmful
the benefits of the
easement
uses.
project are
encroachment
prevented.
is occurring.
1.3 Project Attributes
The Site was an active cattle farm composed of cattle pastures and previously deforested timber areas.
Historical aerials from 1955 to 2018 (Wildlands, 2021) showed that onsite streams existed in their same
approximate location for the last 65 years with minor changes to land management. Table 3 below and
Table 8 in Appendix C present additional information on pre -restoration conditions.
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 1-4

Table 3: Project Attributes
Project Name
Cross Creek Ranch
Site
County
Montgomery County
Project Area (acres)
63.9
Project Coordinates
35.232211 N, 80.02425 W
••
a • •• •
Physiographic Province
Piedmont
River Basin
Pee Dee
USGS HUC 8-digit
03040104
USGS HUC 14-digit
03040104020020
DWR Sub -basin
03-07-10
Land Use Classification
24% agriculture, 74% forested,
5% developed
Project Drainage Area (acres)
16,337
Percentage of Impervious Area
0.7%
Parameters
Clarks
Creek
Big Branch
UT1
UT1B
UT3
Pre -project length (feet)
3,479
2,044
3,604
1,571
3,611
Post -project (feet)
3,479
2,211
3,535
1,292
3,568
Valley confinement
Unconfined
Unconfined
Moderately
Confined
Moderately
Confined
Confined
Drainage area (acres)
16,667
1 1,464
1725
1348
96
Perennial, Intermittent, Ephemeral
Perennial
Perennial
Perennial
Perennial
Perennial
DWR Water Quality Classification
C
Dominant Stream Classification (existing)
N/A
C4/1
E4/1,
G3c/1
B4c/1
F1
Dominant Stream Classification (proposed)
N/A
C4/1
C4/1
C4/1
B4
Dominant Evolutionary class (Simon) if applicable
V
II
III/IV
IV
III
Oki
•
Parameters
Applicable?
Resolved?
Supporting Documentation
Water of the United States - Section 404
Yes
Yes
USACE Nationwide Permit No. 27 and
DWQ 401 Water Quality CertificationNo. 4134.
Water of the United States -Section 401
Yes
Yes
Endangered Species Act
Yes
Yes
Categorical Exclusion in Mitigation Plan
(Wildlands, 2021)
Historic Preservation Act
Yes
Yes
Coastal Zone Management Act (CZMA or CAMA)
N/A
N/A
N/A
Essential Fisheries Habitat
N/A
N/A
N/A
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 1-5

Section 2: As -Built Condition (Baseline)
The Site construction and as -built surveys were completed in March 2022. The survey included
developing an as -built topographic surface; as well as, surveying the as -built channel centerlines, top of
banks, structures, and cross -sections.
Installed monitoring devices and plot locations closely mimic the locations of those proposed in the
Site's Mitigation Plan. Deviations from these locations were made when professional judgement
deemed them necessary to better represent as -built field conditions or when installation of the device in
the proposed location was not physically feasible.
2.1 As-Built/Record Drawings
Changes were implemented at several locations during construction including material type, the
addition and/or removal of structures, and grading. These changes were made due to unforeseen site
conditions and availability of on -site materials. In all instances, the changes provide the same, if not
better, stability, habitat, and functional uplift. A sealed half-size set of record drawings are in Appendix
E which includes the post -construction survey, alignments, structures, and monitoring features. These
include redlines for any significant field adjustments made during construction that differ from the
design plans. Specific changes by each project area are detailed below:
2.1.1 Clarks Creek
• STA 110+15 - STA 111+63 — floodplain grading shifted to save trees;
• STA 111+60 - 112+73 — grading omitted to save trees;
• STA 112+83 - 113+31— lunker log constructed in place of bank grading to stabilize bank and
minimize impact on existing trees;
• STA 118+50 - STA 119+11— brush toe constructed to add stability to left bank;
• STA 132+31— log vane moved to save trees;
• STA 132+15 - 132+65 — grading required to install log vane; and
• STA 138+56 — debris jam washed out prior to construction.
2.1.2 Big Branch
• No deviations were made from design.
2.1.3 UT1 Reach 1
• STA 305+32 — boulder outlet installed to stabilize wetland outlet.
2.1.4 UT1 Reach 2
• STA 330+12 - 330+85 — rip -rap lining added along crossing and culvert to provide additional
stability.
2.1.5 UT1B
STA 400+00 — rip -rap harvested on -site added to increase stability, and limits of grading
expanded to enhance floodplain relief;
STA 400+00 - 400+21— pool has filled in with sediment since construction. Source of the
sediment is currently unknown but speculated that it might have washed in during construction
before vegetation was established. Wildlands is monitoring the pool to determine if sediment
flushes out or if maintenance will be required; and
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 2-1

• STA 403+84 - 404+45 — rip -rap lining added along crossing and culvert to provide additional
stability.
2.1.6 UT3 Reach 1
• STA 500+00 — brush toe omitted due to sufficient stability.
2.1.7 UT3 Reach 2
• STA 509+16 — grading limited to save trees;
• STA 511+56 — log sill moved downstream to save trees;
• STA 513+06 - 513+25 — riffle omitted due to existing channel bed stability;
• STA 515+61— log sill moved downstream to save trees;
• STA 516+67 - 517+06 — floodplain grading moved to left bank to save trees;
• STA 516+74 — log sill moved downstream to save trees;
• STA 518+32 — log sill moved downstream to save trees;
• STA 518+51— log sill moved upstream to save trees;
• STA 519+05 - 519+35 — grading omitted to save trees providing additional bank stability;
• STA 521+08 — log sill moved downstream to save tree;
• STA 521+43 - 521+92 — downstream extent of grading omitted to save trees providing additional
bank stability;
• STA 523+25 - 524+57 — additional grading occurred on left bank due to construction access;
• STA 530+03 - 530+16 — additional grading occurred to install log sill; and
• STA 530+09 — log sill moved downstream to save tree.
2.1.8 UT3 Reach 3
• No deviations were made from design.
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 2-2

Section 3: Monitoring Year 0 Data Assessment
Annual monitoring and site visits were conducted during MYO to assess the condition of the project. The
vegetation and stream success criteria for the Site follow the approved success criteria presented in the
Mitigation Plan (Wildlands, 2021). Performance criteria for vegetation, stream, and hydrologic
assessment are located in Section 1.2 Table 3: Goals, Performance Criteria, and Functional
Improvements.
3.1 Vegetative Assessment
The MYO vegetative survey was completed in March 2022. Vegetation monitoring resulted in a stem
density range of 364 to 688 planted stems per acre which is well above the interim requirement of 320
stems per acre required at MY3. Average stem density was 578 planted stems per acre. All 29 vegetation
plots exceeded the interim success criteria and are on track to meet the final success criteria required
for MY7. Refer to Appendix A for Vegetation Plot Photographs and the Vegetation Condition Assessment
Table, and Appendix B for Vegetation Plot Data.
3.2 Vegetation Areas of Concern
Dense Chinese Privet (Ligustrum sinense), along Clarks Creek (Figure la-b), was removed mechanically in
March 2022 on 19.57 acres. Treated areas will be monitored and will receive follow up chemical
treatments in the fall or winter of 2022.
3.3 Stream Assessment
Morphological surveys for MYO were conducted in March 2022. The MYO profiles generally match the
profile design parameters. As -built channel slopes calculated for restoration and enhancement I reaches
resulted in slopes slightly greater than those of design; however, as -built reviews showed no visual
indicators of vertically instability. Variations from the design profile often reflect field changes during
construction as a result of field conditions and do not constitute a problem or indicate a need for
remedial actions. Channels profiles will continue to be assessed visually during the CCPV Site walks.
Substrate measurements indicate the maintenance of coarser material in the riffle reaches and finer
particles in the pools. Refer to Appendix A for the Visual Stream Morphology Stability Assessment Table
and Stream Photographs. Refer to Appendix C for Stream Geomorphology Data.
3.4 Stream Areas of Concern
No stream areas of concern were identified during MYO.
3.5 Hydrology Assessment
Hydrologic data will be collected and reported during MY1.
3.6 Wetland Assessment
Wetland data recorded following completion of construction will be reported in the MY1 report.
3.7 Monitoring Year 0 Summary
Overall, the Site looks good, is performing as intended, and is on track to meet success criteria. All
vegetation plots are on track to exceed the MY3 interim requirement of 320 planted stems per acre, and
all streams within the Site are stable and meeting project goals. The 19.57 acres of mechanically treated
Chinese privet will receive a follow up chemical treatment in MY1.
Summary information and data related to the performance of various project and monitoring elements
can be found in the tables and figures in the report appendices. All raw data supporting the tables and
figures in the appendices are available from DMS upon request.
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 3-1

Section 4: Methodology
Geomorphic data was collected following the standards outlined in The Stream Channel Reference Site:
An Illustrated Guide to Field Techniques (Harrelson et al., 1994) and in Stream Restoration: A Natural
Channel Design Handbook (Doll et al., 2003). All Integrated Current Condition Mapping was recorded
using a Trimble handheld GPS with sub -meter accuracy and processed using Pathfinder and ArcGIS.
Crest gauges and pressure transducers were installed in riffle cross -sections and monitored throughout
the year. Hydrologic monitoring instrument installation and monitoring methods are in accordance with
the United States Army Corps of Engineers standards (USACE, 2003). Vegetation monitoring protocols
followed the Wilmington District Stream and Wetland Compensatory Mitigation Update (NCIRT, 2016).
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 4-1

Section 5: References
Doll, B.A., Grabow, G.L., Hall, K.A., Halley, J., Harman, W.A., Jennings, G.D., and Wise, D.E. 2003. Stream
Restoration A Natural Channel Design Handbook.
Harrelson, C.C., Rawlins, C.L., Potyondy, J.P. 1994. Stream Channel Reference Sites: An Illustrated Guide
to Field Technique. Gen. Tech. Rep. RM-245. Fort Collins, CO: U.S. Department of Agriculture, Forest
Service, Rocky Mountain Forest and Range Experiment Station. 61 p.
Rosgen, D. L. 1994. A classification of natural rivers. Catena 22:169-199.
Rosgen, D.L. 1996. Applied River Morphology. Pagosa Springs, CO: Wildland Hydrology Books.
Rosgen, D.L. 1997. A Geomorphological Approach to Restoration of Incised Rivers. Proceedings of the
Conference on Management of Landscapes Disturbed by Channel Incision. Center For
Computational Hydroscience and Bioengineering, Oxford Campus, University of Mississippi, Pages
12-22.
North Carolina Division of Water Resources (DWR). 2008. Yadkin -Pee Dee River Basin Plan.
North Carolina Ecosystem Enhancement Program (EEP), 2009. Upper Yadkin River Basin Restoration
Priorities.
North Carolina Interagency Review Team (NCIRT). 2016. Wilmington District Stream and Wetland
Compensatory Mitigation Update.
United States Army Corps of Engineers. 2003. Stream Mitigation Guidelines. USACE, NCDENR-DWQ,
USEPA, NCWRC.
United States Geological Survey. 1998. North Carolina Geology.
Wildlands Engineering, Inc. (2021). Cross Creek Ranch Mitigation Project Mitigation Plan. DMS, Raleigh,
NC.
Cross Creek Ranch Site
Monitoring Year 0 Annual Report - Final 5-1

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Stream Restoration
- Stream Enhancement II
Not for Credit
---- Top of Bank
Structure
Fence
Cross -Section
+ Groundwater Gauge
Crest Gauge
Photo Point
Figure 1b. Current Condition Plan View
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
Montgomery County, NC

Conservation Easement
Wetland Re-establishment
Wetland Rehabilitation
Fixed Vegetation Plot
Random Vegetation Plot
Stream Restoration
Stream Enhancement II
Stream Preservation
Not for Credit
---- Top of Bank
Structure
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Cross Creek Ranch Site
P DIMS Project No. 100138
Monitoring Year 0 - 2022
Montgomery County, NC

APPENDIX A. VISUAL ASSESSMENT DATA

Table 4. Visual Stream Morphology Stability Assessment Table
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
UT1 R1
Number Total Amount of
rMajor Channel Categor Metric Stable, Number in nstable
YIN Performing J
% Stable,
Performing as
as Intended As -Built ..
Assessed Stream Length
2,866
Assessed Bank Length
5,732
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
9
9
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
17
17
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.
UT1 R2
Number Total Amount of
jor Channel Categor Metric Stable, Number in Unstable
Performing IN
rM ;k ]b
% Stable,
Performing as
As
as Intended
Assessed Stream Length
606
Assessed Bank Length
1,212
Surface Scour/
Bank lacking vegetative cover resulting simply from
0
100%
Bare Bank
poor growth and/or surface scour.
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
3
3
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
6
6
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.

Table 4. Visual Stream Morphology Stability Assessment Table
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
UT16
Number Total Amount of
Major Channel Category Metric Stable, Number in Unstable
Performing A
% Stable,
Performing as
As-
as Intended L::Aib-
Assessed Stream Length
Intended
1,254
Assessed Bank Length
2,508
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
7
7
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
11
11
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.
Clark's Creek
Number Total Amount of
Major Channel Category Metric Stable, Number in A Unstable
Performing
% Stable,
Performing as
As-
as Intended !!JL!!nfiL-
Assessed Stream Length
Intended
3,479
Assessed Bank Length
6,958
Surface Scour/
Bank lacking vegetative cover resulting simply from
0
100%
Bare Bank
poor growth and/or surface scour.
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
0
0
N/A
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
1
1
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.

Table 4. Visual Stream Morphology Stability Assessment Table
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
Big Branch
Total Amount of
rajor Channel Category Metric st� Number in Unstable
Performing
% Stable,
Performing as
FootageNumber
As -Built
as Intended
Assessed Stream Length
2,196
Assessed Bank Length
4,392
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
5
5
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
12
12
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.
UT3 R1
Number Amount of
jor Channel Category Stable, t
rM Performing NuTrib in Unstable
% Stable,
Performingas
As -Built F t
as Intended ..
Assessed Stream Length
Intended
754
Assessed Bank Length
1,508
Surface Scour/
Bank lacking vegetative cover resulting simply from
0
100%
Bare Bank
poor growth and/or surface scour.
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
13
13
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
8
8
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.

Table 4. Visual Stream Morphology Stability Assessment Table
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
UT3 R2
Total Amount of
rMajor Channel Category Metric W� Stable, Number in
Performing
% Stable,
Performing as
IntendedNumber
As-Builtas
Assessed Stream Length
Intended
2,437
Assessed Bank Length
4,874
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
3
3
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
5
5
100%
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.
UT3 R3
INumber Total Amount of
rMajor Channel Category Tet rii c I r Stable, Number in 10 Unstable
Performing
% Stable,
Performing as
As-t�"
as Intended
Assessed Stream Length
Intended
331
Assessed Bank Length
662
Surface Scour/
Bank lacking vegetative cover resulting simply from
0
100%
Bare Bank
poor growth and/or surface scour.
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
0
0
N/A
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
0
0
N/A
influence does not exceed 15%.
Visual assessment was completed May 26, 2022.

Table 5. Vegetation Condition Assessment Table
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
Planted Acreage 43.50
�Ve�ge�ta�tfio�n �Ca�te J.
Mapping
Definitions Threshold
pr 06 (ac)
Combined
Acreage
% of Planted
Acreage
Bare Areas
Very limited cover of both woody and herbaceous material. 0.10
0.00
0%
Low Stem Density
Woody stem densities clearly below target levels based on current MY stem count
0.10
0.00
0%
Areas
criteria.
Total
0.00
0%
Areas of Poor Growth
Planted areas where average height is not meeting current MY Performance
0.10
0.00
0%
Rates
Standard.
Cumulative Total
0.00
0%
Visual assessment was completed May 26, 2022.
Easement Acreage 63.90
Mapping Combined % o1qq
Vegetation Catego Definitions
(ac) Acreage
Invasives may occur outside of planted areas and within the easement and will
Invasive Areas of therefore be calculated against the total easement acreage. Include species with the
Concern potential to directly outcompete native, young, woody stems in the short-term or 0.10 0.00 0%
community structure for existing communities. Invasive species included in
summation above should be identified in report summary.
Encroachment may be point, line, or polygon. Encroachment to be mapped consists
Easement of any violation of restrictions specified in the conservation easement. Common 0 Encroachments Noted
Encroachment Areas encroachments are mowing, cattle access, vehicular access. Encroachment has no none /Oac
threshold value as will need to be addressed regardless of impact area.
Visual assessment was completed May 26, 2022

STREAM PHOTOGRAPHS

PHOTO POINT 1 UT1 R1— upstream (0311312022) 1 PHOTO POINT 1 UT1 R1— downstream (0311312022) 1
PHOTO POINT 2 UT1 R1— upstream (0311312022)
PHOTO POINT 3 UT1 R1— upstream (0311312022)
PHOTO POINT 2 UT1 R1— downstream (0311312022)
PHOTO POINT 3 UT1 R1— downstream (0311312022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 4 UT1 R1—upstream (0311312022) PHOTO POINT 4 UT1 R1 —downstream (0311312022)
40
PHOTO POINT 5 UT1 R1— upstream (0311312022) 1 PHOTO POINT 5 UT1 R1— downstream (0311312022) 1
PHOTO POINT 6 UT1 R1— upstream (0311312022)
PHOTO POINT 6 UT1 R1— downstream (0311312022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 7 UT1 R1— upstream (0311312022) 1 PHOTO POINT 7 UT1 R1— downstream (0311312022) 1
PHOTO POINT 8 UT1 R1—upstream (0311312022) I PHOTO POINT 8 UT1 R1 —downstream (0311312022)
PHOTO POINT 9 UT1 R2 —downstream (0311312022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 10 UT1 R2 — upstream (0311312022) 1 PHOTO POINT 10 UT1 R2 — downstream (0311312022) 1
PHOTO POINT 11 UT113 — upstream (0311412022)
PHOTO POINT 12 UT113 — upstream (0311412022)
PHOTO POINT 11 UT113 — downstream (0311412022)
PHOTO POINT 12 UT113 — downstream (0311412022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 13 UT113 — upstream (0311412022) 1 PHOTO POINT 13 UT113 — downstream (0311412022) 1
PHOTO POINT 14 UT113 — upstream (0311412022) 1 PHOTO POINT 14 UT113 — downstream (0311412022) 1
PHOTO POINT 15 Clarks Creek —upstream (0311712022)
PHOTO POINT 15 Clarks Creek — downstream (0311712022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 16 Clarks Creek — upstream (0311712022) 1 PHOTO POINT 16 Clarks Creek — downstream (0311712022) 1
PHOTO POINT 17 Clarks Creek —upstream (0311312022)
PHOTO POINT 17 Clarks Creek — downstream (0311312022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

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PHOTO POINT 22 Big Branch — upstream (0311412022) 1 PHOTO POINT 22 Big Branch — downstream (0311412022) 1
PHOTO POINT 23 Big Branch — upstream (0311412022)
PHOTO POINT 24 Big Branch — upstream (0311412022)
PHOTO POINT 23 Big Branch — downstream (0311412022)
PHOTO POINT 24 Big Branch — downstream (0311412022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 25 Big Branch — upstream (0311412022) PHOTO POINT 25 Big Branch — downstream (0311412022)
PHOTO POINT 26 Big Branch — upstream (0311412022)
PHOTO POINT 27 Big Branch — upstream (0311412022)
PHOTO POINT 26 Big Branch — downstream (0311412022)
PHOTO POINT 27 Big Branch — downstream (0311412022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 28 UT3 R1— upstream (0311412022) 1 PHOTO POINT 28 UT3 R1— downstream (0311412022) 1
PHOTO POINT 29 UT3 R1— upstream (0311412022)
PHOTO POINT 30 UT3 R2 — upstream (0311412022)
PHOTO POINT 29 UT3 R1— downstream (0311412022)
PHOTO POINT 30 UT3 R2 — downstream (0311412022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 31 UT3 R2 — upstream (0311712022) 1 PHOTO POINT 31 UT3 R2 — downstream (0311712022) 1
PHOTO POINT 32 UT3 R2 — upstream (0311712022) 1 PHOTO POINT 32 UT3 R2 — downstream (0311712022) 1
PHOTO POINT 33 UT3 R2 — upstream (0311712022)
PHOTO POINT 33 UT3 R2 — downstream (0311712022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 34 UT3 R2 — upstream (0311712022) 1 PHOTO POINT 34 UT3 R2 — downstream (0311712022) 1
PHOTO POINT 35 UT3 R3 — upstream (0311712022) I PHOTO POINT 35 UT3 R3 — downstream (0311712022) I
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Stream Photographs

CULVERT CROSSING PHOTOGRAPHS

UT1 R2 - Looking Upstream (0510912022) 1 UT1 R2 - Looking Downstream (0510912022) 1
UT1B - Looking Upstream (0210812022) I UT1B - Looking Downstream (0210812022) I
Cross Creek Ranch Site
Appendix A: Visual Assessment Data - Culvert Crossing Photographs

VEGETATION PLOT PHOTOGRAPHS

FIXED VEG PLOT 1(0311712022) 1 FIXED VEG PLOT 2 (0311712022) 1
FIXED VEG PLOT 3 (0311712022)
FIXED VEG PLOT 5 (0311712022)
FIXED VEG PLOT 4 (0311712022)
FIXED VEG PLOT 6 (0311712022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

FIXED VEG PLOT 7 (0311712022)
FIXED VEG PLOT 8 (0311712022)
FIXED VEG PLOT 9 (0311712022) 1 FIXED VEG PLOT 10 (0311712022) 1
FIXED VEG PLOT 11 (0311712022)
FIXED VEG PLOT 12 (0311712022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

FIXED VEG PLOT 13 (0311712022) 1 FIXED VEG PLOT 14 (0311712022) 1
FIXED VEG PLOT 15 (0311712022)
FIXED VEG PLOT 17 (0311712022)
FIXED VEG PLOT 16 (0311712022)
FIXED VEG PLOT 18 (0311712022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

FIXED VEG PLOT 19 (0311712022) 1 FIXED VEG PLOT 20 (0311712022) 1
FIXED VEG PLOT 21 (0311712022) 1 FIXED VEG PLOT 22 (0311712022) 1
FIXED VEG PLOT 23 (0311712022)
FIXED VEG PLOT 24 (0311712022)
fCross Creek Ranch Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

RANDOM VEG PLOT 25 (0311712022) 1 RANDOM VEG PLOT 26 (0311712022) 1
RANDOM VEG PLOT 27 (0311712022) 1 RANDOM VEG PLOT 28 (0311712022) 1
RANDOM VEG PLOT 29 (0311712022)
Cross Creek Ranch Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

APPENDIX B. VEGETATION PLOT DATA

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APPENDIX C. STREAM GEOMORPHOLOGY DATA

Cross -Section Plots

308
c 306
CJ
ef)
LU
304
302
0 10 20 30
Distance (ft.)
*- MY n - - Bankiull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
40
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
306.21
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
304.50
LTOB Elevation
306.21
LTOB Max Depth
1.71
1
LTOB Cross -Sectional Area
16.20
< 4
'�i"%��M• G� � �" t � ii ad9'sv' --4F
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

30,
30t
c
0
Inli
LLJ
302
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
302.39
LTOB Elevation
305.35
LTOB Max Depth
2.96
1
LTOB Cross -Sectional Area
27.97
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

a
cis
LU
298
292
0 10 20 30 40
Distance (ft.)
MY 0 - - Bankiull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
294.99
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
293.65
LTOB Elevation
294.99
LTOB Max Depth
1.35
1
LTOB Cross -Sectional Area
12.96
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

296
290
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
291.24
LTOB Elevation
294.28
LTOB Max Depth
3.04
1
LTOB Cross -Sectional Area
30.77
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

cU
rZ
288
286
?g-
282
0 10 20 30 40
Distance (ft.)
Bankfull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
284.75
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
283.38
LTOB Elevation
284.75
LTOB Max Depth
1.37
1
LTOB Cross -Sectional Area
12.58
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

4
LU
286
181
280
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
281.35
LTOB Elevation
284.20
LTOB Max Depth
2.85
1
LTOB Cross -Sectional Area
28.69
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

272
` 270
c
P
26P
Ll.l
26-6
0 10 20 30 40
Distance (ft.)
MV n - - Bankiull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
268.28
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
266.40
LTOB Elevation
268.28
LTOB Max Depth
1.88
1
LTOB Cross -Sectional Area
24.72
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

290
c
Q 288
w
286
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
288.22
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
286.80
LTOB Elevation
288.22
LTOB Max Depth
1.42
1
LTOB Cross -Sectional Area
14.94
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

284
C
° '282
w
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
279.93
LTOB Elevation
283.16
LTOB Max Depth
3.24
1
LTOB Cross -Sectional Area
36.04
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

286
284
c
9
uu
?82
280
0 10 20 30 40
Distance (ft.)
MY 0 - - Bankiull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
282.69
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
281.27
LTOB Elevation
282.69
LTOB Max Depth
1.42
1
LTOB Cross -Sectional Area
14.21
Downstream (0210812022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

276
271
c
272
itJ
270
268
0 10 20 30 40
Distance (ft.)
MY 0 - - Bankiull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
50
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
272.62
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
270.22
LTOB Elevation
272.62
LTOB Max Depth
2.40
1
LTOB Cross -Sectional Area
36.87
Downstream (0212312022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

274
272
c
0
G7
W
265
266
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
266.67
LTOB Elevation
271.45
LTOB Max Depth
4.77
1
LTOB Cross -Sectional Area
96.74
Downstream (0212312022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

266
264
G
v_ 262
W
260
258
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
258.40
LTOB Elevation
263.60
LTOB Max Depth
5.20
1
LTOB Cross -Sectional Area
113.83
Downstream (0212312022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

266
264
c
D 2E2
D2
tlJ
260
258
0 10 20 30 40 50
Distance (ft.)
MY 0 - - Bankiull Elevation - Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
263.06
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
261.09
LTOB Elevation
263.06
LTOB Max Depth
1.97
1
LTOB Cross -Sectional Area
33.50
Downstream (0212312022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

360
359
p 35F
m
w
35;
356
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
N/A
Bank Height Ratio - Based
on AB-Bankfull Area
N/A
Thalweg Elevation
356.71
LTOB Elevation
358.16
LTOB Max Depth
1.45
LTOB Cross -Sectional Area
5.29
Downstream (0212312022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

344
:Sd3
c
342
cu
iLU
341
340
MYO
MY1
MY2
MY3
MY5
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
341.52
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
340.55
LTOB Elevation
341.52
LTOB Max Depth
0.97
LTOB Cross -Sectional Area
2.72
Downstream (0212312022)
Cross Creek Ranch Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

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Table 8. Baseline Stream Data Summary
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
Parameter
UT1 1111
Riffle Only
Min I Max
n
Min I Max
Min
Max
n
Bankfull Width (ft)
10.3
1
14.5
14.3
15.4
3
Floodprone Width (ft)
50.0
1
31.9 72.5
132.0
195.0
3
Bankfull Mean Depth
1.3
1
1.0
0.8
1.1
3
Bankfull Max Depth
2.4
1
1.3
1.3
1.7
3
Bankfull Cross Sectional Area (ftz)
13.3
1
13.8
12.6
16.2
3
Width/Depth Ratio
8.0
1
15.3
14.7
18.1
3
Entrenchment Ratio
>2.2
1
2,27T 5.0
8.6
13.6
3
Bank Height Ratio
1.0
1
1.0
1.0
3
Max part size (mm) mobilized at bankfull
42
44
44
Rosgen Classification
E4/1
C4/1
C4/1
Bankfull Discharge (cfs)
58.5 1
52.0
50.0 72.1 3
Sinuosity
1.19
1.20
1.20
Water Surface Slope (ft/ft)z
0.0130
0.0118
0.0140
Other
---
--
Parameter
UT1 R2
Riffle Only
Min I Max
n
Min I Max
Min Max
n
Bankfull Width (ft)
11.6
1
20.0
21.1
1
Floodprone Width (ft)
13.8
1
44.0 100.0
240.0
1
Bankfull Mean Depth
1.0
1
1.2
1.2
1
Bankfull Max Depth
1.4
1
1.5
1.9
1
Bankfull Cross Sectional Area (ftz)
11.9
1
23.3
24.7
1
Width/Depth Ratio
11.2
1
17.2
17.9
1
Entrenchment Ratio
1.2
1
2.2 5.0
11.4
1
Bank Height Ratio
4.6
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
47
50
50
Rosgen Classification
G3c/1
C4/1
C4/1
Bankfull Discharge (cfs)
54.5 1
85.0
120.6 1
Sinuosity
1.17
1.20
1.20
Water Surface Slope (ft/ft)z
0.0160
0.0080
0.0143
Other
---
--
Parameter
UT1B
Riffle Only
Min I Max
n
Min I Max
Min
Max
n
Bankfull Width (ft)
11.7
1
15.2
14.8
15.4
2
Floodprone Width (ft)
19.1
1
33.4 76.0
105.0
140.0
2
Bankfull Mean Depth
0.9
1
1.0
0.9
1.0
2
Bankfull Max Depth
1.6
1
1.3
1.4
2
Bankfull Cross Sectional Area (ftz)
10.7
1
14.7
14.2
14.8
2
Width/Depth Ratio
12.9
1
15.7
14.7
16.8
2
Entrenchment Ratio
1.6
1
2.2 5.0
7.1
9.1
2
Bank Height Ratio
2.0
1
1.0
1.0
2
Max part size (mm) mobilized at bankfull
34
45
45
Rosgen Classification
F1
B4
B4
Bankfull Discharge (cfs)
40.5 1
49.0
60.1 1 66.5 2
Sinuosity
1.19
1.20
1.20
Water Surface Slope (ft/ft)z
0.0130
0.0092
0.0151
Other
---
--

Table 8. Baseline Stream Data Summary
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
CONDITIONS
MONITORING
Parameter
Big Branch
Riffle Only
Min
Max
n
Min I Max
Min
Max
n
Bankfull Width (ft)
15.8
23.3
2
24.0
20.0
25.4
2
Floodprone Width (ft)
19.4
50.0
2
52.8 1 120.0
230.0
260.0
2
Bankfull Mean Depth
1.6
1.8
2
1.4
1.2
1.4
2
Bankfull Max Depth
2.2
2.6
2
2.0
2.0
2.4
2
Bankfull Cross Sectional Area (ftz)
28.5
34.4
2
34.0
33.4
36.8
2
Width/Depth Ratio
8.8
13.3
2
16.9
19.3
20.1
2
Entrenchment Ratio
1.2
2.3
2
2.2 1 5.0
9.1
9.6
2
Bank Height Ratio
2.3
3.0
2
1.0
1.0
2
Max part size (mm) mobilized at bankfull
44
37
37
Rosgen Classification
C4/1 - G4c/1
C4/1
C4/1
Bankfull Discharge (cfs)
136.0 2
144.0
139.8 156.8 2
Sinuosity
1.14
1.20
1.20
Water Surface Slope (ft/ft)z
0.0070
0.0083
0.0090
Other
---
---
Parameter
UT3 R1
Riffle Only
Min I Max
n
Min I Max
Min Max
n
Bankfull Width (ft)
6.4
1
5.2
5.6
1
Floodprone Width (ft)
8.7
1
7.3 1 11.4
24.0
1
Bankfull Mean Depth
0.3
1
0.4
0.5
1
Bankfull Max Depth
1.0
1
0.5
1.0
1
Bankfull Cross Sectional Area (ftz)
2.0
1
1.9
2.7
1
Width/Depth Ratio
20.6
1
14.6
11.5
1
Entrenchment Ratio
1.3
1
1.4 1 2.2
4.3
1
Bank Height Ratio
2.4
1
1.0
1.0
1 1
Max part size (mm) mobilized at bankfull
39
52
52
Rosgen Classification
F1
B4
B4
Bankfull Discharge (cfs)
7.6 1
10.0
11.6 1
Sinuosity
1.00
1.10
1.10
Water Surface Slope (ft/ft)z
0.0290
0.0327
0.0372
Other
---
---

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APPENDIX D. PROJECT TIMELINE AND CONTACT INFO

Table 10. Project Activity and Reporting History
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
Activity or Deliverable Data Collection Complete
Project Instituted NA
Deliverable
Task Completion or JL Submission
November 2019
Mitigation Plan Approved NA
September 2021
Construction (Grading) Completed NA
February 2022
Planting Completed NA
March 2022
As -Built Survey Completed March 2022
March 2022
Baseline Monitoring Document (Year 0)
Stream Survey March 2022
July 2022
Vegetation Survey March 2022
Invasive Vegetation Treatment
March 2022
Year 1 Monitoring
Stream Survey
2022
December 2022
Vegetation Survey
2022
Year 2 Monitoring
Stream Survey
2023
December 2023
Vegetation Survey
2023
Year 3 Monitoring
Stream Survey
2024
December 2024
Vegetation Survey
2024
Year 4 Monitoring
December 2025
Year 5 Monitoring
Stream Survey
2026
December 2026
Vegetation Survey
2026
Year 6 Monitoring
December 2027
Year 7 Monitoring
Stream Survey
2028
December 2028
Vegetation Survey
2028
Table 11. Project Contact Table
Cross Creek Ranch Site
DMS Project No. 100138
Monitoring Year 0 - 2022
Wildlands Engineering, Inc.
Designer
312 West Millbrook Road, Suite 225
Abigail Vieira, PE
Raleigh, NC 27609
919.851.9986
Wildlands Construction
Main Stream Earthwork, Inc.
Construction Contractors
312 West Millbrook Road, Suite 225
631 Camp Dan Valley Rd.
Raleigh, NC 27609
Reidsville, NC 27320
Monitoring Performers
Wildlands Engineering, Inc.
Jason Lorch
Monitoring, POC
919.851 . 9986

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