20160849 Ver 1_Year 0 Monitoring Report_2022_20220511

Mitigation Project Information Upload
ID#* 20160849 Version* 1
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Select Reviewer:*
Erin Davis
Initial Review Completed Date 05/11/2022
Mitigation Project Submittal - 5/11/2022
......................................................................................................................................................................................................................................................................................................................................................................................................
Is this a Prospectus,Technical Proposal or a New Site?* 0 Yes O No
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:* Email Address:*
Cara Conder [e-mail]
Project Information
......................................................................................................................................................................................................................................................................................................................................................................................................
ID#:* 20160849 Version:* 1
Existing ID# Existing Version
Project Type: DMS • Mitigation Bank
Project Name: Upper Rocky Mitigation Bank
County: Mecklenburg
Document Information
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Mitigation Document Type:*
Mitigation As-Built Plans
File Upload: Upper Rocky MY0_2022_05112022.pdf 147.29MB
Please upload only one PDF of the complete file that needs to be submitted...
Signature
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Print Name:* Cara Conder
Signature:*

4 WATER & LAND
SOLUTIONS
EMPOWERING PEOPLE.
RESTORING THE ENVIRONMENT.
May 11, 2022
US Army Corps of Engineers: Wilmington District
Raleigh Regulatory Field Office
Attn: Kim Browning
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
RE: Upper Rocky Mitigation Project SAW #2015-01816 — Second Credit Release Request (As-
Built Baseline Report/Construction Completion) and Modification of Assets Request
Dear Ms. Browning:
Water & Land Solutions (WLS) respectfully requests the second credit release on the Upper
Rocky Mitigation Project for 15% of the total stream and wetland credits (non-preservation), and
a Modification Request of assets. The second credit release amount would be 1,349.55 stream
credits and 1.286 riparian wetland credits (0.50 wetland preservation credits released at Task 1).
The stream amounts account for adjusting the stream assets due to an amended conservation
easement to remove a culvert headwall installed by subdivision/developer from the conservation
easement boundary (R2). There were no modifications to wetland assets.
The total amended stream credits for the site are 9,001 stream credits and 9.07 riparian wetland
credits (no change in wetland). The second release based on the revised total would be 1,350.15
stream credits and 1.286 riparian wetland credits. WLS received a credit release of 1,350.75
stream credits and 1.786 riparian wetland credits for the first release, which is 0.60 stream credits
over the modified total and has been deducted from this second credit release amount. The
following tables show the mitigation plan credits vs. as-built credits for amending R2, and the
calculations for the second credit release.
Mitigation Plan SMCs Modified SMCs Net Difference
9,005 9,001 -4
Water & Land Solutions, L.L.0
[phone] • [e-mail]
7721 Six Forks Road, Suite 130, Raleigh, NC 27615, United States
www.waterlandsolutions.com

Water & Land Solutions, L.L.C
[phone] • [e-mail]
7721 Six Forks Road, Suite 130, Raleigh, NC 27615, United States
www.waterlandsolutions.com

Release Actual Credits Released Amended Release
Amount
Delta
1st Release 1,350.75 SMCs
1.786 WMCs
1,350.15 SMCs
1.786 WMCs
-0.60 SMCs
0 WMCs
2nd Release None 1,350.15 SMCs
1.286 WMCs
n/a
Credits to be withheld from Task 2 Release 0.60 SMCs
Task 2 Credit Release Amount 1,349.55 SMCs
1.286 WMCs

Below is a summary of the easement amendments related to the greenway trail, as well as
additional changes for the benefit of the project and minimizing future easement encroachments.
A figure showing the amended conservation easement boundary is included with this letter. This
is the same boundary as used in the as-built report and record drawings. The amended easement
acreage is 42.68 acres.

• Remove greenway trail from conservation easement (generally a 30-ft wide corridor) per
previous approval/discussions.
• Remove upper R2 from conservation easement. This is a non-creditable section and since
2016 a powerline has been installed through the easement. This is also at the very front of the
neighborhood and the developer installed an entrance sign partially in the easement.
• Amend easement below subdivision culvert on R2 due to subdivision sign in the easement,
sidewalk, and remove culvert headwall from easement. This affected the stream credits on
R2.
• Remove the two easement “islands” to the east of the greenway trail furthest from the
mitigation project. These islands are created from removing the greenway trail from the
easement and a sewer line easement. This easement was finalized in 2016 when WLS
thought the greenway trail would remain in the conservation easement. These two small
easement areas provide no mitigation or ecological benefit.

The following items have been completed regarding completion of Task 2: site earthwork, site
planting, installation of monitoring devices, As-Built Baseline (MY0) Report and Drawings, and
the monitoring financial assurance (casualty insurance policy) is active. There were no deviations
to the design plans that would affect credits as noted in the as-built report, except the reduction
in R2 credits due to amended conservation easement. There was survey issue from the contractor
that caused reach R5 to be horizontally shifted, but the design did not deviate – see letter from
North State Environmental in Appendix G. The easement amendment decreased overall stream
4 WATER & LAND
SOLUTIONS
EMPOWERING PEOPLE.
RESTORING THE ENVIRONMENT.
credits by 4 credits as compared to the Mitigation Plan credits (9,005 stream credits). Also
included in this letter is the revised bank credit release schedule per the USACE-Wilmington
template and the most current WLS stream and wetland credit ledgers If you need any additional
information, please contact me directly.
Sincerely,
Sr. Project Manager
Mobile Phone: [phone]
Email: [e-mail]
Water & Land Solutions, L.L.0
[phone] • [e-mail]
7721 Six Forks Road, Suite 130, Raleigh, NC 27615, United States
www.waterlandsolutions.com

Wilmington District Mitigation Bank Credit Release Schedule
Project Name: Upper Rocky County: Mecklenburg
Sponsor Name: Water&Land Solutions,LLC 8-Digit HUC: 03040105
USACE Action ID: SAW-2015-01816 Year Project Instituted: 2017
NCDWQ Action ID: 2016-0849 Date Prepared: 5/11/2022
Total Potential Credits
Non-Forested
Stream Credits Forested Wetland Credits Wetland
Credit Classification Credits
Warm Cool Cold Riparian Riparian
Water Water Water Riverine Non-Riverine Non-Riparian Coastal
Potential Credits from Mitigation Plan 9,005 9.07
Potential Credits from As-Built Survey 9,001 9.07
Current and Future Credit Releases
Stream Credits Forested Wetland Credits Non-Forested Wetland
Credit Release Milestone Credits Projected Actual Release
Scheduled Warm Cool Cold Scheduled Riparian Riparian Scheduled Release Date Date
Releases Water Water Water Releases Riverine Non-Riverine Non-Riparian Releases Coastal
1(Bank/Site Establishment)1'2 15% 1350.75 15% 1.786 15% 11/30/2020 11/27/2020 15%and all 0.50 wetland preservation credits
2(Year 0/As-Built)3 15% 1349.55 15% 1.286 15% 6/30/2022
3(Year 1 Monitoring) 10% 900.1 10% 0.857 10% 3/30/2023
4(Year 2 Monitoring) 10% 900.1 10% 0.857 15% 3/30/2024
5(Year 3 Monitoring) 10% 900.1 15% 1.286 20% 3/30/2025
6(Year 4 Monitoring) 5% 450.05 5% 0.429 10% 3/30/2026
7(Year 5 Monitoring) 10% 900.1 15% 1.286 15% 3/30/2027
8(Year 6 Monitoring) 5% 450.05 5% 0.429 NA NA 3/30/2028
9(Year 7 Monitoring) 10% 900.1 10% 0.857 NA NA 3/30/2029
Stream Bankfull Standard' 10% 900.10 NA NA NA NA NA NA Varies4
Total Credits Release to Date
Contingencies(if any):None
Signature of Wilmington District Official Approving Credit Release Date
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.
3-The second credit release is based on the credit totals from the as-built survey,and may differ slightly from the credit totals stated in the mitigation plan.
4-A 15%reserve of credits to be held back until the bankfull event performance standard has been met.

4 Upper Rocky Umbrella Mitigation Bank
UPPER ROCKY STREAM CREDIT LEDGER(HUC 03040105),SAW-2015-01816
Warm Stream Credits
WATER&LAND" As of 05/10/2022
SOLUTIONS
Sale/Release Credits Released to Credits Debited from Current Credit Credits
Date Bank Bank Balance Reserved Purchaser Project Permit Number
11/27/2020 1,350.75 Task 1 Credit Release
7/28/2021 407.00 M/I Homes of Charlotte,LLC M/I Homes:Annesborough Park SAW-2019-01341
3/2/2022 676.00 Kannapolis Crossing,LP,Carolyn Martin Kannapolis Crossing SAW-2019-00538
Total 1,350.75 1,083.00 267.75 0.00

4 Upper Rocky Umbrella Mitigation Bank
UPPER ROCKY WETLAND CREDIT LEDGER(HUC 03040105),SAW-2015-01816
Riparian Wetland Credits
WATER&LAND As of 05/10/2022
SOLUTIONS
Sale/Release Credits Released to Credits Debited from Current Credit Credits
Date Bank Bank Balance Reserved Purchaser Project Permit Number
11/27/2020 1.786 Task 1 Credit Release and Preservation Credits
7/26/2021 1.326 DMS Wetland Credits IFB#16-042120 2011-01237
3/2/2022 0.460 Kannapolis Crossing,LP,Carolyn Martin Kannapolis Crossing SAW-2019-00537
Total 1.786 1.786 0.000 0.00

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all*
Upper Rocky Mitigation Project Figure
o
1M
WATER & LAN D 0 400 800eet HUC8 Yadkin 03040105 Amendment Map
SOLUTIONS
Y7 1 inch-400feet Mecklenburg County, North Carolina Easement
Map Projection:NAD_1983_StatePlane_North_Carolina_FIPS_3200_Feet Date: 5/10/2022
Service Layer Credits:Source:Esri•DigitalGlobe•GeoEye•Earthstar Geographies•CNES/Airbus DS•USDA•USGS•AeroGRID•IGN•and the GIS User Community

As-Built Baseline Monitoring Report
Upper Rocky Mitigation Project
Upper Rocky Umbrella Mitigation Bank
Monitoring Year 0
Calendar Year of Data Collection: 2022
Private Commercial Mitigation Bank for
Stream and Riparian Wetland Compensatory Mitigation Credits
Yadkin River Basin (CU 03040105)
(Warm Water Thermal Regime)
USACE Action ID Number: SAW-2015-01816
Mecklenburg County, NC
Data Collection Period: January— March 2022
Submission Date: May 2022
Prepared for:
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Prepared by:
4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RAIEIGH, NC 2761S
[phone] 1 wolerlandsalutions.corn

Table of Contents
1 Project Summary ................................................................................................................................... 1
1.1 Project Location and Description .................................................................................................. 1
1.2 Monitoring Schedule and Reporting ............................................................................................. 1
1.3 Project Goals and Objectives ........................................................................................................ 2
1.4 Project Success Criteria ................................................................................................................. 2
1.4.1 Single-Thread Streams .......................................................................................................... 2
1.4.2 Wetlands ............................................................................................................................... 4
1.4.3 Vegetation ............................................................................................................................. 4
1.4.4 Visual Assessment ................................................................................................................. 4
2 Project Mitigation Components ............................................................................................................ 4
2.1 Project Components ..................................................................................................................... 4
2.2 Design/Approach .......................................................................................................................... 5
2.2.1 Stream ................................................................................................................................... 5
2.2.2 Wetland ................................................................................................................................. 7
3 As-Built (Baseline) Condition ................................................................................................................ 8
3.1 As-built (Baseline) Survey ............................................................................................................. 8
3.2 As-Built (Baseline) Plans/ Record Drawings .................................................................................. 8
3.3 As-Built/ Baseline Assessment ...................................................................................................... 8
3.3.1 Morphological Assessment ................................................................................................... 9
3.3.2 Stream Hydrology ................................................................................................................. 9
3.3.3 Wetlands ............................................................................................................................... 9
3.3.4 Vegetation ........................................................................................................................... 10
4 Methods .............................................................................................................................................. 10

LIST OF APPENDICES
Appendix A Background Tables
Table 1 Project Mitigation Components
Table 2 Project Activity, Reporting History, and Contacts
Table 3 Project Information and Attributes
Appendix B Visual Assessment Data
Figure la-c Current Condition Plan View (CCPV) and Index
Photos Stream Station Photographs (Cross-Sections and Photo Stations)
Vegetation Plot Photographs
Monitoring Device Photos
Additional Photographs
Appendix C Vegetation Plot Data
Table 4 Red-line Plant List
Table 5a Stem Counts and Densities Table
Table 5b Vegetation Performance Standards Summary Table
Appendix D Stream Measurement and Geomorphology Data
Baseline Cross-Sections
Table 6a Baseline Stream Data Summary
Table 6b Cross-Section Morphology Data
Flow Gauge and Crest Gauge Diagrams
Appendix E Hydrology
Table 7 Wetland Gauge Installation Soil Notes
Appendix F As-Built Survey/ Record Drawing
Appendix G North State Environmental Memorandum Regarding Construction Activities for
Upper Rocky Mitigation Project

1 Project Summary
1.1 Project Location and Description
The Upper Rocky Mitigation Project (Project) is located adjacent to William Hough High School in
Huntersville within Mecklenburg County, NC(35.459622,-80.829787).The Project is located within the 8-
digit HUC 03040105, in the NC Department of Environmental Quality(NCDEQ)Sub-basin 03-07-11 (Warm
Water Thermal Regime), in the Upper Rocky River Local Watershed Plan (LWP) Study Area, and in the
Target Local Watershed (TLW) 03040105010010 (West Branch Rocky River), all in the Lower Yadkin River
Basin. As recommended in the LWP, the Project was identified as a potential opportunity to implement
water quality improvement features, or combinations of land management practices or conservation
measures, collectively with stream/wetland restoration and riparian buffer restoration, to reduce
erosion/sedimentation, nutrients and fecal coliform bacteria as major stressors to water quality and
habitat.
The Project involved the restoration,enhancement,and permanent protection of ten stream reaches(R1,
R2, R3, R4, R5, R5a, R6, R7, R7a,and R8)and their riparian buffers totaling approximately 9,652 linear feet
of streams. feet of streams.The Project also included a combination of riparian wetland preservation, re-
establishment, and enhancement totaling 14.51 acres. The Project will provide significant ecological
improvements and functional uplift through decreasing nutrient and sediment loads within the
watershed. See mitigation plan for a detailed benefits summary and Table 1 for a summary of project
assets. Figures la, 1b, and 1c illustrate the project mitigation components.
An amendment to the conservation easement deed is currently being finalized for this Project.This revised
easement boundary is used in the as-built report, all figures, and as-built record drawings. Changes to the
original easement include: removing the greenway trail from the conservation easement and therefore
the two islands that were created from the greenway that have no creditable areas; removing easement
on upper section of R2 (non-creditable) due to a powerline that was installed since 2016 and subdivision
encroachment; and revise easement below the culvert on R2 due to subdivision sign, culvert headwall,
and sidewalk encroachments in the easement. The new conservation easement area is 42.68 acres and
R2 is the only creditable area affected by the easement amendment. The easement amendment and
revised plat will be sent to the USACE for review and approval.
1.2 Monitoring Schedule and Reporting
The Project will be monitored on a regular basis with physical inspections to occur a minimum of twice
per year throughout the seven-year post-construction monitoring period, or until performance standards
are met.The measure of stream restoration success will be documented by bankfull flows and no change
in stream channel classification. The measure of wetland success will be documented by hydrology. The
measure of vegetative success for the Project will be the survival of at least 210 seven-year-old planted
trees per acre with an average height of 10 feet at the end of year seven of the monitoring period. Site
inspections and monitoring reports will also identify components and features that require routine
maintenance or adaptive management.The easement holder and long-term steward is Unique Places to
Save (UP2S). UP2S will be responsible for annual inspection of the Project after close-out to ensure that
restrictions in place required by the recorded Conservation Easement document are being upheld.
1

1.3 Project Goals and Objectives
The Project will meet the goals and objectives described in the approved Final Mitigation Plan and will
address general restoration goals and opportunities outlined in the North Carolina Division of Mitigation
Services (DMS) Lower Yadkin Pee-Dee River Basin Restoration Priority Plan (RBRP) (DEQ 2009) and in the
Rocky River Watershed Management Plan (CMSWS 2015). More specifically, watershed goals and
management strategies described in the Upper Rocky River Local Watershed Plan (LWP)will be met by:
• Reducing sediment, soil erosion, turbidity, and nutrient inputs such as fecal coliform bacteria,
nitrogen, and phosphorus to Rocky River and the Lower Yadkin River Watershed.
• Restoring, enhancing, and protecting streams, wetlands, riparian buffers, and aquatic habitat
functions.
• Improving flood attenuation and stormwater runoff by intercepting concentrated storm flows,
providing more overbank flows, and a connection to the active floodplain.
• Improving riparian corridor management and targeting restoration of impacted streams and
riparian buffer areas.
To accomplish these project-specific goals,the following objectives will be measured to document overall
project success:
• Provide a floodplain connection to the incised Project stream reaches by lowering bank height
ratios (BHRs) to less than 1.2 and incorporating water quality improvement features, thereby
promoting more natural floodplain storage and overbank flood flows,
• Improve bedform diversity by increasing scour pool spacing and depth variability,
• Increase native species riparian buffer and wetland vegetation density/composition along
streambank and floodplain areas that meet requirements of a minimum 50-foot-wide and 210
stems/acre after the monitoring period,
• Improve aquatic habitat and fish species diversity and migration through the addition of in-stream
cover and native woody debris,
• Site protection through a 42.68-acre conservation easement in excess of 50 feet from the top of
the restored streambanks, that will protect all streams, wetlands, and aquatic resources in
perpetuity.
1.4 Project Success Criteria
The success criteria for the Project will follow approved performance standards and monitoring protocols
from the final approved mitigation plan; which was developed in compliance with the USACE October
2016 Guidance, USACE Stream Mitigation Guidelines (April 2003 and October 2005), and 2008
Compensatory Mitigation Final Rule. Cross-section and vegetation plot data will be collected in Years 0, 1,
2,3,5,and 7.Stream and wetland hydrology data and visual monitoring will be reported annually.Specific
success criteria components and evaluation methods are described below.
1.4.1 Single-Thread Streams
Stream Hydrology: Four separate bankfull or over bank events must be documented within the seven-year
monitoring period and the stream hydrology monitoring will continue until four bankfull events have been
documented in separate years. Stream hydrology monitoring will be accomplished with pressure
2

transducers installed in pools and correlating sensor depth to top of bank elevation (see Appendix D for
installation diagrams). Recorded water depth above the top of bank elevation will document a bankfull
event. The devices will record water depth hourly and will be inspected quarterly. In addition to the
pressure transducers, traditional cork gauges will be installed at bankfull elevation and will be used to
document bankfull events with photographs.
Stream Profiles, Vertical Stability,and FloodplainAccess: Stream profiles,as a measure of vertical stability
and floodplain access will be evaluated by looking at Bank Height Ratios (BHR). In addition, observed
bedforms should be consistent with those observed for channels of the design stream type(s). The BHR
shall not exceed 1.2 along the restored Project stream reaches. This standard only applies to restored
reaches of the channel where BHRs were corrected through design and construction. Vertical stability will
be evaluated with visual assessment, cross-sections and, if directed by the IRT, longitudinal profile.
Stream Horizontal Stability: Cross-sections will be used to evaluate horizontal stream stability. There
should be little change expected in as-built restoration cross-sections.If measurable changes do occur,they
should be evaluated to determine if the changes represent a movement toward a more unstable condition
(e.g., downcutting, erosion) or a movement towards increased stability (e.g., settling, vegetation
establishment, deposition along the streambanks, 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.
Reference photo transects will be taken at each permanent cross-section. Lateral photos should not
indicate excessive erosion or continuing degradation of the streambanks. Photographs will be taken of both
streambanks at each cross-section. A survey tape stretched between the permanent cross-section
monuments/pins will be centered in each of the streambank photographs. The water elevation will be
shown in the lower edge of the frame, and as much of the streambank as possible will be included in each
photo. Photographers will attempt to consistently maintain the same area in each photo over time.
Streambed Material Condition and Stability:Representative streambed material samples will be collected
in monitoring years 5 and 7 at riffle locations in restored stream reaches. The post-construction riffle
substrate samples will be compared to the riffle substrate data collected during the existing conditions
assessment. Any significant changes (e.g., aggradation, degradation, embeddedness) will be noted after
streambank vegetation becomes established and a minimum of two bankfull flows or greater have been
documented. If changes are observed within stable riffles and pools, additional sediment transport
analyses and calculations may be required.
Jurisdictional Stream Flow:Monitoring of stream flow will be conducted to demonstrate that the restored
stream systems classified as intermittent exhibit surface flow for a minimum of 30 consecutive days
throughout some portion of the year during a year with normal or below normal rainfall conditions.Stream
flow monitoring will be accomplished with pressure transducers installed in pools and correlating sensor
depth to the downstream top of riffle elevation. If the pool water depth is at or above the top of riffle
elevation,then the channel will be assumed to have surface flow(see Appendix D for installation diagrams).
The devices will record water elevation twice per day and will be inspected quarterly to document surface
hydrology and provide a basis for evaluating flow response to rainfall events.
3

1.4.2 Wetlands
Wetland Hydrology:The performance standard for wetland hydrology will be 12 percent based on the
suggested wetland saturation thresholds for soils taxonomic subgroups.The proposed success criteria for
wetland hydrology will be when the soils are saturated within 12 inches of the soil surface for 12 percent
(26 days) of the 214-day growing season (April through November) based on WETS data table for
Mecklenburg County, NC. The saturated conditions should occur during a period when antecedent
precipitation has been normal or drier than normal for a minimum frequency of 5 years in 10 (USACE,
2005 and 2010b). Precipitation data will be obtained from an on-site rain gauge and the Knox Farm rain
gage (USGS gage operated in cooperation with City of Charlotte and Mecklenburg County), approximately
1.6 miles south of the Project site. If a normal year of precipitation does not occur during the first seven
years of monitoring, WLS will continue to monitor the Project hydrology until the Project site has been
saturated for the appropriate hydroperiod. If rainfall amounts for any given year during the monitoring
period are abnormally low, reference wetland hydrology data will be compared to determine if there is a
correlation with the weather conditions and site variability. For the first two years after construction (MY1
and MY2), it is reasonable to expect a hydroperiod of eight to 10 percent.
1.4.3 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, prior to leaf drop. Plots will be
monitored in years 1,2,3,5,and 7.Vegetative success for the Project during the intermediate monitoring
years will be based the survival of at least 320, three-year-old planted trees per acre at the end of Year 3
of the monitoring period; and at least 260, five-year-old, planted trees per acre that must average seven
feet in height at the end of Year 5 of the monitoring period.The final vegetative restoration success criteria
will be achieving a density of no less than 210, seven-year-old planted stems per acre that must average
10 feet in height in Year 7 of monitoring.
1.4.4 Visual Assessment
WLS will conduct visual assessments in support of mitigation performance monitoring.Visual assessments
of all stream reaches will be conducted twice per monitoring year with at least five months in between
each site visit for each of the seven years of monitoring. Photographs will be used to visually document
system performance and any areas of concern related to streambank and bed stability, condition of in-
stream structures,channel migration, active headcuts, live stake mortality, invasive plant species or animal
browsing, easement boundary encroachments, cattle exclusion fence damage and general streambed
conditions. Permanent photo points will be at the cross-sections, crossings, and Enhancement reaches.
2 Project Mitigation Components
2.1 Project Components
The Project mitigation components include a combination of Stream Restoration and Enhancement
activities, as well as Riparian Wetland Restoration (Re-establishment), Enhancement, and Preservation
activities, as summarized in the table below.
4

Table la. Mitigation Plan Stream Mitigation Credits(SMCs)
Existing
Proposed Stream
Project Reach Stream
Type of Mitigation Creditable Ratio Mitigation
Designation Length
(LF) Length(LF) Credits(SMCs)
R1 Stream Restoration (PI) 1,916 2,283 1:1 2,283.27
R2 Stream Enhancement I 394 3882 1.5:1 258.672
R3 Stream Restoration (PI) 1,348 1,348 1:1 1,347.84
R4 Stream Restoration (PI/PII) 661 717 1:1 717.00
R5 Stream Enhancement II 265 265 2.5 106.00
R5 Stream Restoration (PI/PII) 3,059 2,795 1:1 2,795.39
R5a Stream Enhancement II 189 208 2.5:1 83.20
R6 Stream Enhancement II 213 213 2.5:1 85.20
R6 Stream Restoration (PI/PII) 511 325 1:1 325.00
R7 Stream Restoration (PI/PII) 964 781 1:1 781.16
R7a Stream Enhancement II 124 227 2.5:1 90.88
R8 Stream Restoration (PI/PII) 79 128 1:1 128.00
Totals 9,723 9,678 9,001
Note 1:No mitigation credits were calculated outside the conservation easement boundaries.
Note 2:R2 credits were reduced due to amended conservation easement boundary and as-built credits lengths
were used.
Table lb. Mitigation Plan Wetland Mitigation Credits(WMCs)
Proposed Riparian Wetland
Project
Type of Mitigation Wetland Acreage Ratio Mitigation Credits
Wetland Area
(AC) (WMCs)
W1 Wetland Enhancement 0.26 3:1 0.09
W2 Wetland Enhancement 1.00 3:1 0.33
W3 Wetland Preservation 0.14 10:1 0.01
W5 Wetland Preservation 0.23 10:1 0.02
W6 Wetland Preservation 4.74 10:1 0.47
W7 Wetland Re-establishment 8.14 1:1 8.14
Totals 14.51 9.07
2.2 Design/Approach
2.2.1 Stream
The Project stream design approach included a combination of Stream Restoration and Enhancement
activities. Priority Level I Restoration reaches incorporated the design of a single-thread meandering
channel and step-pool channels. The restoration of a stable planform, profile and dimension, will
encourage frequent overbank flows and adequate sediment transport throughout the watershed.All non-
vegetated areas within the conservation easement were planted with native species vegetation and any
areas of invasive species were removed and/or treated.
4 5

• Reach R1—R1 begins at the confluence of R3 and R5 and flows northeast.Work along R1 involved
a Rosgen Priority Level I/II Restoration approach to raise the bed elevation and reconnect the
stream with its geomorphic floodplain.The reach was restored as a Rosgen 'C4'stream type using
appropriate riffle pool morphology with meander planform geometry that accommodated the
valley slope and widths.
• Reach R2 — R2 begins as an intermittent stream southeast of Doves Crest Road and flows
northwest before its confluence with R1. Work along R2 involved Enhancement Level I practices
to maintain and improve channel stability.
• Reach R3— R3 begins south of Meetinghouse Drive and flows east before its confluence with R5
and R1. Work along R3 involved a Rosgen Priority Level I/II Restoration approach to raise the bed
elevation and reconnect the stream with its geomorphic floodplain. The reach was restored as a
Rosgen 'C4' stream type using appropriate riffle-pool morphology with meander planform
geometry that accommodates the valley slope and widths.
• Reach R4—R4 originates southeast of Quiet Brook Lane and flows northwest before its confluence
with R5.Work along R4 involved a Rosgen Priority Level I/II Restoration approach to raise the bed
elevation and reconnect the stream with its geomorphic floodplain. The reach was restored as a
Rosgen 'B4' stream type using appropriate step-pool morphology with conservative meander
planform geometry that accommodates the valley slope and widths.
• Reach R5 (Restoration) — R5 begins north of Mayes Road and flows northeast before its
confluence with R3 and R1. Work along R5 involved a Rosgen Priority Level I/II Restoration
approach to raise the bed elevation and reconnect the stream with its geomorphic floodplain.The
reach was restored as a Rosgen `C4' stream type using appropriate riffle-pool morphology with
meander planform geometry that accommodates the valley slope and widths.
• Reach R5 (Enhancement II) — Enhancement work on R5 occurred for approximately 265 feet.
Work in this section of R5 involved Enhancement Level II practices to maintain the stability of the
channel. These areas were supplementally planted where appropriate and in-stream structures
were added to increase bedform diversity.
• Reach R5a — R5a is a small intermittent headwater tributary that flows west for approximately
208 feet to its confluence with R5.Work along this reach involved Enhancement Level II practices
to improve bedform diversity and riparian buffer vegetation. WLS also stabilized eroding stream
banks and established a native species riparian buffer in excess of 50 ft.
• Reach R6 (Restoration) — R6 begins at the lower end of wetland W6 and flows east for to its
confluence with R1 and R5. Work along R6 involved a Priority Level I/II Restoration approach to
raise the bed elevation and reconnect the stream with its geomorphic floodplain. The reach was
restored as a Rogsen 'C4' stream type using appropriate riffle-pool morphology with meander
planform geometry that accommodates the valley slope and widths.
4 6

• Reach R6(Enhancement II)—The upper 213 feet of R6 involved an Enhancement Level II approach
to improve bedform diversity and riparian buffer vegetation. A native species riparian buffer in
excess of 50 feet was established.
• Reach R7— R7 begins south of W6 and flows north to W6/beaver wetland complex. Work along
R7 involved a Rosgen Priority Level I/II Restoration approach to raise the bed elevation and
reconnect the stream with its geomorphic floodplain. The reach was restored as a Rosgen 'B4c'
stream type using appropriate step-pool and riffle-pool morphology that accommodates the
valley slope and widths.
• Reach R7a — R7a begins north of R7 and west of W6, flowing east to its confluence with
W6/beaver wetland complex. Work along this reach involved Enhancement Level II practices to
improve bedform diversity and riparian buffer vegetation. WLS stabilized eroding stream banks
and planted a native species riparian buffer in excess of 50 feet. In the lower portion of the
channel, in-stream structures were installed to tie into R7.
• Reach R8— R8 begins northeast of W5 and flows east to its confluence with R1. Work along R8
involved a Priority Level I/II Restoration approach to raise the bed elevation and reconnect the
stream to its geomorphic floodplain. The reach was restored as a Rosgen 'B4' stream type using
appropriate step-pool morphology with conservative meander planform geometry that
accommodates the valley slope and widths.
2.2.2 Wetland
The Project wetland design approach included a combination of Wetland Restoration, Enhancement, and
Preservation activities. All non-vegetated areas within the conservation easement were planted with
native species vegetation and any areas of invasive species were removed and/or treated.
• Riparian Wetland Restoration (W7)—Wetland W7 contains soil conditions that are favorable for
re-establishing historic wetlands. As a direct result of implementing a Priority Level I restoration,
ditch plugging, limited soil manipulation, and revegetation, the natural hydrology was restored
and allows wetland areas to regain their normal/historic functions. An overbank flooding regime
was restored throughout these areas by plugging the existing ditches and raising the stream bed
elevation to reconnect the floodplain.
• Riparian Wetland Enhancement (W1 and W2) — As described above, restoration activities
included ditch plugging, restoring stream channels, and minimal grading to provide significant
uplift across the project area. This approach improves and enhances the hyporheic zone
interaction and hydrology to existing wetland areas W1 and W2. Restoration of the stream
channels also improves areas of adjacent wetlands through higher water table conditions
(elevated stream profile) and a more frequent over-back flooding regime. Wetland enhancement
areas were planted with native tree species.
• Riparian Wetland Preservation (W3, W5, and W6) —Wetlands W3 and W5 are existing toe-of-
slope wetland systems along the floodplain. These wetlands contain mature forests and are
7

currently in stable conditions.Wetland W6 is an area currently impacted by beavers with multiple
historic (and one active) dam complexes located below Reach 7 and 7a. The beaver impacted
wetland complex is forested and appears to be stable. These existing headwater stream and
wetland systems are higher functioning with a mature riparian buffer due to minimal historical
impacts. This approach extends the wildlife corridor throughout the entire riparian valley, while
providing a hydrologic connection and critical habitat linkage within the catchment area.
3 As-Built (Baseline) Condition
3.1 As-built (Baseline) Survey
An as-built survey conducted under the responsible charge of a North Carolina Professional Land Surveyor
(Chris Cole, PLS with Ascension Land Surveying), was performed to document the as-built or baseline
condition of the Project post-construction. The Project construction and planting were completed in
March 2022 and baseline monitoring activities occurred between January 24th,2022 and March 15th,2022.
The as-built survey was conducted between February and March 2022 and included a topographic survey
(1ft contours), locating the constructed stream channels, in-stream structures, monitoring device
locations, a longitudinal profile survey for each project reach, and cross-section surveys for each reach.
3.2 As-Built (Baseline) Plans/ Record Drawings
The results of the as-built survey establish and document post-construction or baseline conditions and
will be used for comparing annual post-construction monitoring data. The as-built plans or record
drawings were developed utilizing the final construction plans as the "background", and then overlaying
the as-built survey information on the plan and profile sheets. Any significant adjustments or deviations
made to the final construction plans during construction are shown as redline mark-ups or callouts on the
as-built survey plan sheets.The as-built plans/record drawings are located in Appendix F.
3.3 As-Built/ Baseline Assessment
No deviations of significance were documented between the final construction plans and the as-built
condition that may affect channel performance or changes in vegetation species planted. Upon
construction completion of R4, R5 and R7,the contractor notified WLS of a horizontal survey error in early
October 2021.The survey error resulted in horizontal alignment adjustments along R4,lower R5 and lower
R7. The pattern adjustments were variable along each reach and ranged approximately one to nine feet.
Other horizontal adjustments along upper R3, lower R4 and R8 were made at the direction of the engineer
to protect existing vegetation and mature tree species. After comparing the preliminary as-built survey
and design plan deviations, WLS determined that the channel pattern (sinuosity), dimension (cross-
sectional areas), and vertical profile(bedform)were accurately constructed in accordance with the design
plans. No other major issues or mitigating factors were observed immediately after construction which
require consideration or remedial action. A memorandum documenting these horizontal adjustments is
provided in Appendix G.
WLS is currently amending the conservation easement due to removing the greenway and other
encroachments mentioned in Section 1.1. The easement acreage used in this report is the amended
acreage, and WLS has revised the creditable stream areas (R2) accordingly.
8

3.3.1 Morphological Assessment
Morphological data for the as-built profile was collected during January-March 2022. Refer to Appendices
B and D for summary data tables, morphological plots, and stream photographs.
3.3.1.1 Stream & Longitudinal Profile and Horizontal Pattern
The MY0 stream channel longitudinal profiles closely match the design parameters. As shown on the
design profiles, riffles were depicted as straight lines with consistent slopes.Various locations for the riffle
profiles shown on the as-built survey illustrate multiple slope breaks due to the installation of log and rock
structures and woody debris within the streambed. The constructed riffle slopes and pool depths vary
slightly from design parameters due to field adjustments and fine sediment migration during construction.
The MYO plan form geometry, or pattern, fell within acceptable ranges of the design parameters for all
restored reaches. As described in Section 3.3 and illustrated on the red line as-built drawings,the pattern
adjustments were variable along the specified reach sections. However, the channel adjustments in riffle
slopes, pool depths and pattern do not present a stability concern or indicate a need for remedial action
and will be assessed visually and documented in the annual monitoring reports.
3.3.1.2 Stream Channel Dimension
The MYO stream channel dimensions generally match the design parameters and are within a stable range
of tolerance. It is expected that over time that some pools may accumulate fine sediment and organic
matter, however, this is not an indicator of channel instability. Maximum riffle depths are expected to
fluctuate slightly throughout the monitoring period as the channels adjust to the restored flow regime.
3.3.1.3 Substrate
Representative streambed material samples will be collected in years 5 and 7 at the locations where riffles
are installed in reaches that are proposed for restoration as part of the Project.
3.3.2 Stream Hydrology
3.3.2.1 Stream Flow
Two pressure transducers (flow gauges) were installed in January 2022 in the restoration sections on
reaches R5a and R8 to document baseflow conditions.These locations can be found on Figure 1,and data
will be included in the Monitoring Year 1 Report.
3.3.2.2 Bankfull Events
Four crest gauges were installed in January and February 2022 to document bankfull events on R1, R3, R5,
and R7. WLS installed a conventional cork crest gauge, along with a pressure transducer to validate flood
status. Stream hydrology data will be included in the Monitoring Year 1 Report in this section and in the
appendices. Recorder locations can be found on Figure 1.
3.3.3 Wetlands
Fifteen groundwater wells were installed in January - March 2022 to monitor wetland hydrology.
Groundwater well locations are shown on the CCPVs, and the hydrology data will be included in the
Monitoring Year 1 Report in this section and in the appendices. Gauge installation soil notes can be found
in Appendix E.
Groundwater gauges GW-3 and GW-4 are installed in non-wetland areas, but per the approved mitigation
plan WLS anticipates that additional wetland areas not contained in the hydric soils report will develop
over time along R5.WLS proposed to re-delineate these wetland areas along R5 to be included as wetland
9

mitigation credits. WLS will delineate these areas prior to year 4 of monitoring and include any of these
additional areas in the Year 4 Monitoring report.
3.3.4 Vegetation
Monitoring of the 12 permanent vegetation plots and three random transects was completed during
March 2022.Vegetation data can be found in Appendix C with the associated photos located in Appendix
B. The MVO average planted density is 809 stems per acre, which exceeds the interim measure of
vegetative success of at least 320 planted stems per acre at the end of the third monitoring year. Each
vegetation plot is meeting success criteria with 607 to 1,214 stems per acre. Volunteer species were not
noted at baseline monitoring but are expected to establish in upcoming years. Visual assessment of
vegetation outside of the monitoring plots indicates that the herbaceous vegetation is becoming well
established throughout the project.
4 Methods
Stream cross-section monitoring was conducted using a Topcon Total Station. Three-dimensional
coordinates associated with cross-section data were collected in the field (NAD83 State Plane feet PIPS
3200). Morphological data were collected at 22 cross-sections. Survey data was imported into Microsoft
Excel° for processing and analysis. The stage recorders include an automatic pressure transducer set in
PVC piping in the channel. The elevation of the bed and top of bank at each stage recorder location was
recorded to be able to document presence of water in the channel and out of bank events. Visual
observations (i.e. wrack or debris lines) and traditional cork crest gauges will also be used to document
out of bank events.
Vegetation success is being monitored at a total of 12 permanent vegetation plots and three random
transects. 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 NCDMS ShinyApp tool. In the field, the four corners of each plot were
permanently marked with PVC at the origin and rebar at the other comers. Photos of each plot are to be
taken from the origin each monitoring year. Tree species and height will be recorded for each planted
stem.
Wetland hydrology is monitored to document success in wetland restoration, enhancement, and
preservation areas where hydrology was affected. This is accomplished with 15 automatic pressure
transducer gauges (located in groundwater wells) that record daily (twice per day) groundwater levels.
Pressure transducers are HOBO Water Level (13ft) Data Loggers made by Onset. Thirteen gauges have
been installed within wetland crediting areas. Two gauges were installed in areas along R5 where WLS
anticipates additional wetland areas to develop over time.One automatic pressure transducer is installed
above ground for use as a barometric reference. 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.
10

Appendix A .
Background Tables
Table 1: Project Mitigation Components
Table 2: Project Activity, Reporting History, and Contacts
Table 3: Project Information and Attributes

Table 1.Upper Rocky Mitigation Project -Mitigation Assets and Components
Existing Mitigation
Footage Plan As-Built
or Footage or Mitiga ion es ora i on 1 iga 1 Footage or
Project Segment Acreage Acreage Category Level Level Ratio(X:1) Acreage Comments
Full channel restoration,planted buffer,permanent conservation
R1 1,916 2,283 Warm R PI 1.00000 _ 2,348 easement
Dimension plan and profile modified,invasive removal,planted
R2 394 394 Warm El N/A 1.50000 _ 388 buffer,permanent conservaiton easement
Full channel restoration,planted buffer,permanent conservation
R3 1,348 1,348 Warm R PI 1.00000 _ . 1,340 easement
Full channel restoration,planted buffer,permanent conservation
R4 661 717 Warm R PI/PII 1.00000 723 easement
Invasive removal,supplementally planted buffer,permanent
R5 265 265 Warm ElI N/A 2.50000 - 178 conservation easement
Full channel restoration,planted buffer,permanent conservation
R5 3,059 2,795 Warm R PI/PII 1.00000 2,897 easement
Dimension plan and profile modified,invasive removal,planted
R5a 189 208 Warm ElI N/A 2.50000 _ 128 buffer,permanent conservaiton easement
Invasive removal,supplementally planted buffer,permanent
R6 213 213 Warm ElI N/A 2.50000 200 conservation easement
1111 Full channel restoration,planted buffer,permanent conservation
R6 511 325 Warm R PI/PII 1.00000 _ 356 easement
Full channel restoration,planted buffer,permanent conservation
R7 964 781 Warm R PI/PII 1.00000 760 easement
Dimension plan and profile modified,invasive removal,planted
R7a 124 227 Warm ElI N/A 2.50000 185 buffer,permanent conservaiton easement
-
Full channel restoration,planted buffer,permanent conservation
R8 79 128 Warm R PI/PII 1.00000 I 149 easement
Restoring groundwater hydrology through adjacent PI restoration,
W1 0.26 0.26 RR E 3.00000 0.26 limited soil manipulation,supplemental planting
Restoring groundwater hydrology through adjacent PI restoration,
W2 1.00 1.00 RR E 3.00000 1.04 limited soil manipulation,supplemental planting
W3 0.14 0.14 RR P ' 10.00000 0.14 Permanent conservation easement
Permanent conservation easement
W5 0.23 0.23 RR P 10.00000 0.23
Permanent conservation easement
W6 4.74 4.74 RR P 10.00000 4.74
Restoring groundwater hydrology through adjacent PI restoration,
W7 N/A 8.14 RR RE 1.00000 8.01 limited soil manipulation,supplemental planting
Project Credits
Stream Riparian Wetland Non-Rip Coastal
Restoration Level Cool Cold Riverine Non-Riv Wetland Marsh
Restoration 8,377.66
Re-establishment 8.14
Rehabilitation
Enhancement 0.42
Enhancement I 258.34
Enhancement II 365.20
Creation
Preservation 0.51
Totals 9,001.20 9.07
**Credit totals from Final Upper Rocky Mitigation Plan,except R2 is as-built length

Table 2: Project Timeline and Contacts
Data Collection Task Completion or
Activity or Deliverable Complete Deliverable Submission
Project Instituted NA 2/20/2018
Mitigation Plan Approved NA 8/20/2020
Construction(Grading)Completed NA 3/10/2022
Planting Completed NA 3/11/2022
As-built Survey Completed NA 3/21/2022
MY-0 Baseline Report 3/15/2022 5/11/2022
MY1+Monitoring Reports
Remediation Items(e.g.beaver removal,supplements,repairs etc.)
Encroachment
Upper Rocky Mitigation Project
Designer Water&Land Solutions,LLC
7721 Six Forks Rd,Ste. 130,Raleigh,NC 27615
Primary project design POC Chris Tomsic-[phone]
Construction Contractor North State Environmental, Inc
2889 Lowery Street,Winston-Salem,NC 27101
Construction contractor POC Adam Richardson-[phone]
Survey Contractor Ascension Land Surveying and Consulting
116 Williams Road,Mocksville,NC 27028
Survey contractor POC Christopher Cole-[phone]
Planting Contractor Ripple Ecosolutions,LLC
215 Moonridge Rd,Chapel Hill,NC 27516
Planting contractor POC George Morris-[phone]
Seeding Contractor North State Environmental, Inc
2889 Lowery Street,Winston-Salem,NC 27101
Contractor point of contact Adam Richardson-[phone]
Seed Mix Sources Green Resource
[phone]
Nursery Stock Suppliers(Bare Roots) Native Forest Nursery
[phone]
Nursery Stock Suppliers(Live Stakes) Foggy Mountain Nursery
[phone]
Monitoring Performers Water&Land Solutions,LLC
7721 Six Forks Rd,Ste. 130,Raleigh,NC 27615
Stream Monitoring POC Emily Dunnigan-[phone]
Wetland Monitoring POC Emily Dunnigan-[phone]
Vegetation Monitoring POC Emily Dunnigan-[phone]

Table 3.Project Background Information
Project Name Upper Rocky Mitigation Project
County Mecklenburg
Project Area(acres) 42.68
Project Coordinates(latitude and longitude) 35.469622,-80.829787
Planted Acreage(Acres of Woody Stems Planted) 23.9 acres
Project Watershed Summary Information
Physiographic Province Piedmont
River Basin Yadkin
USGS Hydrologic Unit 8-digit 03040105
DWR Sub-basin 03-07-11
Project Drainage Area(Acres and Square Miles) 755.2 acres,1.180 sq.miles
Project Drainage Area Percentage of Impervious Area 26.00%
12%pasture/crops,62%
CGIA Land Use Classification
deciduous/evergreen mixed
Reach Summary Information
Parameters R1 R2 R3 R4 R5(Ell) R5(R) R5a R6(Ell) R6(R) R7 R7a R8
Length of reach(linear feet) 2,348 388 1,340 723 178 2,897 128 200 356 760 185 149
Valley confinement(Confined,moderately confined, Moderately Moderately Moderately Moderately
unconfined) Unconfined Confined Unconfined Confined Unconfined Unconfined Confined Unconfined Unconfined Confined Unconfined Unconfined
Drainage area(Acres) 755.2 62.2 339.2 63.4 115.2 115.2 12.2 147.2 147.2 52.4 59.5 53.8
Perennial,Intermittent,Ephemeral P I P P P P I P P P P I
NCDWR Water Quality Classification "WS-IV"/"C" "WS-IV"/"C" "WS-IV"/"C""WS-IV"/"C""WS-IV"/"C""WS-IV"/"C""WS-IV"/"C""WS-IV"/"C""WS-IV"/"C" "WS-IV"/"C" "WS-IV"/"C" "WS-IV"/"C"
Stream Classification(existing) B5c G5c G5c B6c G6c G6c E5b G5c G5c B5c C6b B6
Stream Classification(proposed) C4 B4 C4 B4 C4 C4 B4 C4 C4 B4c B4 B4
Evolutionary trend(Simon) III IV III III III/IV III/IV IV III III IVN IV III
FEMA classification AE/X N/A AE/X N/A AE/X AE/X N/A N/A N/A N/A N/A AE/X
Wetland Summary Information
Parameters W1 W2 W3 W5 W6 W7
Pre-project(acres) 0.26 1.00 0.14 0.23 4.74 _ 0.00
Post-project(acres) 0.26 1.04 0.14 0.23 4.74 8.01
Wetland Type(non-riparian,riparian) Riparian Riparian Riparian Riparian Riparian Riparian
Mapped Soil Series PaE and WkE MO and WkE WkE MO MO and PaE MO,PaE,
and WkE
Non-Hydric Hydric B,
Hydric B and
Soil Hydric Status and Non- Non-Hydric Hydric B Hydric B and Non-Hydric,
Hydric Non-Hydric Non-Hydric and Non-
H dric
Regulatory Considerations '
Parameters Applicable? Resolved? SuDocs?pporting
Water of the United States-Section 404 Yes Yes NWP27
Water of the United States-Section 401 Yes Yes NWP27
Endangered Species Act Yes Yes USFWS
(Corr.Letter)
Historic Preservation Act Yes Yes SHPO(Corr.
Letter)
Coastal Zone Management Act(CZMA or CAMA) No N/A N/A
FEMA Floodplain Compliance Yes Yes Permit
Essential Fisheries Habitat No N/A N/A

Appendix B .
Visual Assessment Data
Figure la, 1b, & 1c: Current Condition Plan View(CCPV) and Index
Stream Station Photographs (Cross-Sections and Photo Stations)
Vegetation Plot Photographs
Monitoring Device Photographs
Additional Photographs

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4 M USAGE Action ID Number: USAGE FIGURE
TVAT E R & LAND Upper Rocky Mitigation Project SAW-2015-01816 Current Conditions Plan View
SOLUTIONS Mecklenburg County, North Carolina May 2022 Monitoring Year 0 Index
MYO NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

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4
USACE Action ID Number: USAGE FIGURE
TVAT E R & LANDM Upper Rocky Mitigation Project SAW-2015-01816 Current Conditions Plan View
SOLUTIONS Mecklenburg County, North Carolina May 2022 Monitoring Year 0 1 a
MYO NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

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4 TM USACE Action ID Number: USACE FIGURE
WAT E R & LAND Upper Rocky Mitigation Project SAW-2015-01816 Current Conditions Plan View
SOLUTIONS Mecklenburg County, North Carolina May 2022 Monitoring Year 0 1 b
MYO NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

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TM USACE Action ID Number: USACE FIGURE
WAT E R & LAN I) Upper Rocky Mitigation Project SAW-2015-01816 Current Conditions Plan View
SOLUTIONS Mecklenburg County, North Carolina May 2022 Monitoring Year 01 C
MY0 NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

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Appendix C:
Vegetation Monitoring Plot
Data
Table 4: Redline Plant List
Table 5a: Stem Counts and Densities Table
Table 5b: Vegetation Performance Standards Summary Table

BARE ROOTS
Species Common Name Stems % Planted Mitigation Plan %
Betula nigra River birch 1,634 9%8%
Fraxinus pennsylvanica Green ash 635 4%4%
Platanus occidentalis American sycamore 1,634 9%8%
Ulmus americana American elm 908 5%6%
Liriodendron tulipifera Tulip‐poplar 1,089 6%7%
Quercus phellos Willow oak 1,271 7%0%
Quercus nigra Water oak 2,541 14%0%
Quercus lyrata Overcup oak 1,089 6%6%
Quercus michauxii Swamp chestnut oak 1,634 9%7%
Diospyros virginiana Persimmon 545 3%7%
Amelanchier arborea Common serviceberry 0 0%5%
Cephalanthus occidentalis Buttonbush 635 4%6%
Carpinus caroliniana Ironwood 545 3%6%
Cornus amomum Silky dogwood 635 4%6%
Asimina triloba Pawpaw 454 3%6%
Lindera benzoin Spicebush 545 3%6%
Alnus serrulata Hazel alder 726 4%6%
Celtis laevigata Sugarberry 1,452 8%6%
17,972 100%100%
LIVE STAKES
Species Common Name Stems % Planted Mitigation Plan %
Sambucus canadensis Elderberry 1,550 10%20%
Salix sericea Silky willow 6,200 40%30%
Salix nigra Black willow 3,100 20%10%
Cornus amomum Silky dogwood 4,650 30%40%
15,500 100%100%
TOTAL
TOTAL
Table 4: Red‐line Plant List
17.32022‐03‐11NA NA 2022‐03‐150.0247Planted Total Planted Total Planted Total Planted Total Planted Total Planted TotalAlnus serrulatahazel alderTree OBL33Asimina trilobapawpawTree FAC2222Betula nigrariver birchTree FACW 11112222Carpinus carolinianaAmerican hornbeam Tree FAC1111111111Celtis laevigatasugarberryTree FACW1111333311Cephalanthus occidentaliscommon buttonbush Shrub OBL1111Cornus amomumsilky dogwoodShrub FACW11Diospyros virginianacommon persimmon Tree FAC1111222222Fraxinus pennsylvanicagreen ashTree FACW 1111Lindera benzoinnorthern spicebush Tree FAC221111Liriodendron tulipiferatuliptreeTree FACU33555511Platanus occidentalisAmerican sycamore Tree FACW2244Quercus lyrataovercup oakTree OBL332211111111Quercus michauxiiswamp chestnut oak Tree FACW11332222Quercus nigrawater oakTree FAC331122112244Quercus phelloswillow oakTreeFAC2233221122Ulmus americanaAmerican elmTree FACW 1111SumPerformance Standard15151717191917172222161615171917221660768876968889164810101191092018162923252222220000001517191722166076887696888916481010119109201816292325222222000000Date of Initial PlantDate(s) of Supplemental Plant(s)Date(s) MowingDate of Current SurveyPlot size (ACRES)Scientific NameCommon Name Tree/ShrubSpecies Included in Approved Mitigation PlanVeg Plot 5 FVeg Plot 6 FIndicator StatusVeg Plot 1 FVeg Plot 2 FVeg Plot 3 FVeg Plot 4 FMitigation Plan Performance StandardPost Mitigation Plan Performance StandardCurrent Year Stem CountCurrent Year Stem CountStems/AcreStems/AcreSpecies CountSpecies CountDominant Species Composition (%)Dominant Species Composition (%)Average Plot Height (ft.)Average Plot Height (ft.)% Invasives% InvasivesUpper Rocky Mitigation ProjectTable 5a: Stem Counts and DensitiesPlanted Acreage1). Bolded species are proposed for the current monitoring year, italicized species are not approved, and a regular font indicates that the species has been approved.2). The "Species Included in Approved Mitigation Plan" section contains only those species that were included in the original approved mitigation plan. The "Post Mitigation Plan Species" section includes species that are being proposed through a mitigation plan addendum for the current monitoring year (bolded) , species that have been approved in prior monitoring years through a mitigation plan addendum (regular font), and species that are not approved (italicized).3). The "Mitigation Plan Performance Standard" section is derived only from stems included in the original mitigation plan, whereas the "Post Mitigation Plan Performance Standard" includes data from mitigation plan approved, post mitigation plan approved, and proposed stems.
17.32022‐03‐11NA NA 2022‐03‐150.0247Veg Plot 13 R Veg Plot 14 R Veg Plot 15 RPlanted Total Planted Total Planted Total Planted Total Planted Total Planted Total TotalTotalTotalAlnus serrulatahazel alderTree OBL111Asimina trilobapawpawTree FAC112211Betula nigrariver birchTree FACW1111111122 1 2 2Carpinus carolinianaAmerican hornbeam Tree FAC33113311221Celtis laevigatasugarberryTree FACW115522333Cephalanthus occidentaliscommon buttonbush Shrub OBL2222221122 2 1Cornus amomumsilky dogwoodShrub FACW112211Diospyros virginianacommon persimmon Tree FAC2222111121Fraxinus pennsylvanicagreen ashTree FACW2211 1 1 3Lindera benzoinnorthern spicebush Tree FAC11221111 11Liriodendron tulipiferatuliptreeTree FACU33221144 1 1 1Platanus occidentalisAmerican sycamore Tree FACW666611113333 1 2 4Quercus lyrataovercup oakTree OBL111144331111 11Quercus michauxiiswamp chestnut oak Tree FACW4411221122 1 1Quercus nigrawater oakTree FAC223322335511 1 1 1Quercus phelloswillow oakTree FAC22332211111Ulmus americanaAmerican elmTree FACW11223313SumPerformance Standard2424303026261818242418181516162430261824181516169721214105272997272960764864811131211131013101025211517212213192522222222200000000024302618241815161697212141052729972729607648648111312111310131010252115172122131925222222222000000000Veg Plot 10 FVeg Plot 11 FCommon Name Tree/ShrubIndicator StatusVeg Plot 12 FSpecies Included in Approved Mitigation PlanVeg Plot 7 FVeg Plot 8 FVeg Plot 9 FScientific NameDate of Initial PlantDate(s) of Supplemental Plant(s)Date(s) MowingDate of Current SurveyPlot size (ACRES)Upper Rocky Mitigation ProjectTable 5a: Stem Counts and DensitiesPlanted AcreageMitigation Plan Performance StandardCurrent Year Stem CountStems/AcreSpecies CountDominant Species Composition (%)Average Plot Height (ft.)% Invasives1). Bolded species are proposed for the current monitoring year, italicized species are not approved, and a regular font indicates that the species has been approved.2). The "Species Included in Approved Mitigation Plan" section contains only those species that were included in the original approved mitigation plan. The "Post Mitigation Plan Species" section includes species that are being proposed through a mitigation plan addendum for the current monitoring year (bolded) , species that have been approved in prior monitoring years through a mitigation plan addendum (regular font), and species that are not approved (italicized).3). The "Mitigation Plan Performance Standard" section is derived only from stems included in the original mitigation plan, whereas the "Post Mitigation Plan Performance Standard" includes data from mitigation plan approved, post mitigation plan approved, and proposed stems.Post Mitigation Plan Performance StandardCurrent Year Stem CountStems/AcreSpecies CountDominant Species Composition (%)Average Plot Height (ft.)% Invasives
Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species% Invasives607210068821007692110Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species% Invasives6882908912100648290Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species% Invasives97221101214213010522120Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species% Invasives729211097221307292100Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species% Invasives607213064821006482100*Each monitoring year represents a different plot for the random vegetation plot "groups". Random plots are denoted with an R, and fixed plots with an F. Veg Plot Group 15 RMonitoring Year 1Monitoring Year 0Veg Plot 1 FVeg Plot 2 FVeg Plot 3 FVeg Plot 4 FVeg Plot 5 FVeg Plot 6 FVeg Plot 7 FVeg Plot 8 FVeg Plot 9 FVeg Plot 10 FVeg Plot 11 FVeg Plot 12 FVeg Plot Group 13 RVeg Plot Group 14 RMonitoring Year 0Monitoring Year 7Monitoring Year 5Monitoring Year 3Monitoring Year 2Monitoring Year 7Monitoring Year 5Monitoring Year 3Monitoring Year 2Monitoring Year 1Monitoring Year 7Monitoring Year 5Monitoring Year 3Monitoring Year 2Monitoring Year 1Monitoring Year 0Monitoring Year 7Monitoring Year 5Monitoring Year 3Monitoring Year 2Monitoring Year 1Monitoring Year 0Monitoring Year 7Monitoring Year 5Monitoring Year 3Table 5b: Vegetation Performance Standards SummaryMonitoring Year 2Monitoring Year 1Monitoring Year 0

Appendix D:
Stream Measurement and
Geomorphology Data
Baseline Cross-Sections
Table 6a: Baseline Stream Data Summary
Table 6b: Cross-Section Morphology Data
Flow Gauge and Crest Gauge Diagrams

Distance Elevation Features0 737.215 tlp0.99757757 736.8843.9772268 736.2217.05368131 735.6579.98426547 735.6613.0492889 735.51516.0654695 735.40618.0985415 735.52919.0081384 735.33720.0431978 735.40221.0846355 735.411 TLB22.0155874 735.21122.7310241 735.01523.3454886 734.74 lec23.9860663 734.75325.0862225 734.606 THW26.2077443 734.65727.2966513 734.65427.9095555 734.648 REC28.9105422 735.09429.8803505 735.282 TRB, BKF31.0255973 735.32132.0692308 735.3235.0044786 735.33138.1653394 735.682MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 41.0304552 735.729Bankfull Elevation ‐ Based on As‐Built Bankfull Area 735.2843.9455838 736.122Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0047.0935879 736.87Thalweg Elevation 734.6149.0055358 737.375LTOB Elevation 735.2850 737.84 trpLTOB Max Depth 0.676LTOB Cross Sectional Area 3.69
Distance Elevation Features0 737.555 tlp0.99872769 737.0183.98129326 736.316.9580064 735.8099.97498897 735.70612.8921454 735.71616.1637105 735.55516.978156 735.52818.0371314 735.555 tlb19.02389 735.4220.1242127 735.30921.1181912 734.9721.9181319 734.12522.3425228 732.92823.4385729 732.91224.7400409 732.799 THW25.0279208 732.9326.0045031 733.09226.8626148 733.38127.2725634 734.13128.1469711 734.41 rec29.1274879 734.57230.452002 734.71330.9980504 734.83832.0113882 734.866MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 33.0395807 735.132 TRB, BKFBankfull Elevation ‐ Based on As‐Built Bankfull Area 735.1334.0402748 735.194Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0035.1075357 735.32Thalweg Elevation 732.8036.9593353 735.695LTOB Elevation 735.1339.1580268 736.546LTOB Max Depth 2.33342.0231977 737.863LTOB Cross Sectional Area 14.1345.1374718 739.1348.0010103 740.11849.0120118 740.34150 740.64 trp
Distance Elevation Features0 731.178 tlp1.17033414 730.8513.81190163 730.2796.21412464 729.6988.89202165 729.68611.9481762 729.76113.4951371 729.56815.553425 729.27416.9762281 729.19318.1583137 729.18919.0795243 729.00720.0229476 728.998 TLB, BKF20.8558559 728.66 lec21.8621948 728.5122.2271299 728.21223.116623 727.9523.702424 727.93825.2833226 727.86626.3199644 727.77327.0203193 727.758 THW28.0465794 728.133 rec28.9932946 728.93930.1137132 729.1530.464927 729.411 trb31.4664653 729.463MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 33.8067735 729.853Bankfull Elevation ‐ Based on As‐Built Bankfull Area 729.0036.9896651 729.937Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0040.1237086 730.165Thalweg Elevation 727.7642.7648758 730.141LTOB Elevation 729.0046.1361151 730.208LTOB Max Depth 1.2447.3126411 730.296LTOB Cross Sectional Area 7.5749.2740724 730.14850 730.358 trp
Distance Elevation Features0 732.491 tlp0.99075375 732.1413.80632027 731.426.8164215 730.799.93680069 729.92512.8247929 729.46415.8108171 729.13216.7390014 729.07817.9393713 729.104 TLB, BKF18.7927887 728.85419.571921 728.466 lec20.5982145 727.961 lec21.7702381 727.54322.5399779 727.37123.6206872 727.26624.5008594 727.205 THW25.8558246 727.2426.8733333 727.84527.4646683 728.41 rec28.3938772 728.71729.4652382 728.95330.1862203 729.24 trb31.9218585 729.41532.9645586 729.92135.9466705 729.805MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 39.4864991 729.856Bankfull Elevation ‐ Based on As‐Built Bankfull Area 729.1042.7322298 730.054Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0045.959443 730.091Thalweg Elevation 727.2149.2128008 730.032LTOB Elevation 729.1050 730.175 trpLTOB Max Depth 1.899LTOB Cross Sectional Area 13.33
Distance Elevation Features0 717.563 tlp1.24181842 717.3373.78160945 717.5466.96170281 717.22610.0290543 71712.1679629 716.93614.9386175 716.68217.8951236 716.4519.014524 716.39920.1198247 716.28 tlb20.8523209 716.0321.584233 715.67522.6107401 715.20122.9979775 714.985 lec23.7652282 714.8224.4814436 714.557 THW25.6895856 714.61726.7422639 714.66927.5122818 714.884 rec28.7720108 714.94129.6609813 715.36230.8382747 715.68431.7518126 715.797 TRB, BKF33.2259865 715.83735.4494016 715.898MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 38.3652749 715.889Bankfull Elevation ‐ Based on As‐Built Bankfull Area 715.8041.442781 715.753Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0044.3604117 715.638Thalweg Elevation 714.5647.080277 715.494LTOB Elevation 715.8049.3714722 715.34LTOB Max Depth 1.2450 715.442 trpLTOB Cross Sectional Area 7.66
Distance Elevation Features0 717.062 tlp1.00319739 716.9333.95527445 716.6727.03317965 716.7199.93902717 716.52913.155291 716.09314.8460363 716.35816.0677877 716.13717.0285744 716.0317.9314347 715.87519.3807465 715.507 tlb20.7683155 714.034 lec21.2217441 713.63622.2753195 712.799 THW22.9460345 712.8223.5820657 713.01524.856388 712.91525.7506816 713.28726.3092504 713.8726.8537542 713.981 rec27.871617 714.30528.9147346 714.73330.1935299 715.0231.213996 715.28432.0661086 715.345MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 33.9273649 715.479 TRB, BKFBankfull Elevation ‐ Based on As‐Built Bankfull Area 715.4837.2640234 715.373Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0041.3824914 715.436Thalweg Elevation 712.8045.0156854 715.276LTOB Elevation 715.4848.1704705 715.319LTOB Max Depth 2.6849.3562719 715.208LTOB Cross Sectional Area 18.5050 715.342 trp
Distance Elevation Features0 702.726 tlp0.90859452 702.6253.86580005 702.6816.91465343 702.48510.8536199 703.01213.9565121 703.02516.8727704 702.85318.7568152 702.80719.6980725 702.741 tlb20.4471339 702.6220.8744618 702.34721.49707 702.00122.0230484 701.608 lec23.0816409 701.47424.1272427 701.328 THW25.3241416 701.38326.243681 701.42726.4659007 701.541 rec27.864294 702.02728.5997017 702.32229.4768775 702.60130.2551653 702.68 TRB, BKF33.1788555 702.62336.9462074 702.50839.8868962 702.503MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 42.909201 702.579Bankfull Elevation ‐ Based on As‐Built Bankfull Area 702.6844.5856795 702.737Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0048.689611 702.816Thalweg Elevation 701.3350 703.045 trpLTOB Elevation 702.68LTOB Max Depth 1.352LTOB Cross Sectional Area 8.28
Distance Elevation Features0 702.502 tlp1.01179099 702.4173.83959008 702.2226.76965058 702.2829.8553663 702.08412.936189 702.13416.5237584 702.24817.8079309 702.26918.5408648 702.282 TLB, BKF19.6467073 701.98220.5991926 701.84921.645752 701.65221.8490064 701.351 lec22.5737067 700.84623.5776993 700.6124.5790526 700.252 THW25.8892742 700.29626.6236055 700.47527.4497292 700.66427.5312332 700.66327.7764095 700.96928.7225452 701.28829.7927438 701.32230.0491153 701.47 rec30.2360986 702.249MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 31.2544811 702.478Bankfull Elevation ‐ Based on As‐Built Bankfull Area 702.2832.521474 702.51Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0033.5087653 702.582 trbThalweg Elevation 700.2535.0543917 702.608LTOB Elevation 702.2837.8930162 702.595LTOB Max Depth 2.0340.8666233 702.643LTOB Cross Sectional Area 13.8744.4881864 702.60647.3873357 702.64948.9361115 702.67150 702.888 trp
Distance Elevation Features0 706.535 tlp1.05432917 706.3083.99806678 706.2926.89708235 706.3999.71597128 706.31312.2799302 706.19414.4732746 706.009 tlb15.3283957 705.79416.3627335 705.56217.5842407 705.30918.6564554 705.09119.5119037 704.90620.2236235 704.53 lec22.2143316 703.56524.3071778 703.75224.7471431 703.8626.0523024 703.299 THW27.5032416 703.528.6765711 704.02229.1644952 704.35 rec29.8619191 704.9131.0024982 705.3432.1628381 705.598 TRB, BKF33.2685255 705.59934.8355209 705.536MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 36.457234 705.828Bankfull Elevation ‐ Based on As‐Built Bankfull Area 705.6039.0333914 705.828Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0041.8969044 706.011Thalweg Elevation 703.3045.7139624 706.087LTOB Elevation 705.6048.8920111 706.091LTOB Max Depth 2.29950 706.289 trpLTOB Cross Sectional Area 19.73
Distance Elevation Features0 705.856 tlp1.02885762 705.5974.09975658 705.4597.02263035 705.1810.0314795 705.04411.2347247 705.12112.61251 705.0113.5963049 705.01 TLB, BKF14.5137444 704.82815.5534152 704.56216.072842 704.39516.2994643 703.589 lec17.1383696 703.58218.1580591 702.73119.0131315 702.71820.2581984 702.525 THW21.3376222 702.64222.3056026 702.88923.4830917 703.49524.7351595 704.122 rec25.8214272 704.5726.7881934 704.92227.992111 705.26529.4287488 705.656 trb31.4254167 705.674MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 35.0027492 705.967Bankfull Elevation ‐ Based on As‐Built Bankfull Area 705.0139.2609998 706.256Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0042.6082542 706.312Thalweg Elevation 702.5345.931221 706.373LTOB Elevation 705.0149.2670849 706.719LTOB Max Depth 2.48550 706.737 trpLTOB Cross Sectional Area 18.36
Distance Elevation Features0 705.153 tlp0.873881 705.0584.06515043 705.1647.08928184 705.07310.0302671 705.09912.9668372 705.08216.0833143 704.87618.8478514 704.85620.5249062 704.859 TLB, BKF21.3784051 704.63922.350518 704.49723.3556121 704.30223.9002809 703.929 lec24.982838 703.52525.7921068 703.34427.0116131 702.11227.9396098 701.924 THW28.9639205 702.44729.9710976 702.47631.2096749 703.384 rec31.5616928 704.20832.6788122 704.3634.8063833 704.6736.3016282 704.66739.0368275 704.913 trbMY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 41.9173908 705.047Bankfull Elevation ‐ Based on As‐Built Bankfull Area 704.8645.1622048 704.808Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0048.1415206 704.863Thalweg Elevation 701.9249.1097429 704.895LTOB Elevation 704.8650 705.042 trpLTOB Max Depth 2.935LTOB Cross Sectional Area 18.64
Distance Elevation Features0 705.475 tlp1.21170995 705.513.47041467 705.4656.73666535 705.3959.53504798 705.33312.5039244 705.38815.5101796 705.19216.5103703 705.13617.5254752 705.04119.0037402 704.984 TLB, BKF19.477342 704.89420.5416846 704.69921.3011949 704.37621.8435259 703.901 lec22.6343392 703.82823.2716117 703.49924.1182794 702.938 THW24.7505808 702.95425.4083039 703.77626.1549883 703.6226.9839206 703.803 rec28.094585 704.2829.0946923 704.57830.0401828 705.08 TRB31.0916642 705.299MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 32.0990779 705.443Bankfull Elevation ‐ Based on As‐Built Bankfull Area 704.9833.0342586 705.59Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0035.3587944 705.586Thalweg Elevation 702.9438.0617532 705.457LTOB Elevation 704.9840.7398499 705.655LTOB Max Depth 2.04642.5260765 705.634LTOB Cross Sectional Area 10.3644.9595335 705.27347.7450029 704.83249.0271951 704.89150 704.893 trp
Distance Elevation Features0 705.605 tlp0.9362489 705.5283.9632715 705.4116.92707507 705.4629.89317083 705.41312.9134628 705.3815.8317163 705.42517.3346031 705.37818.6752207 705.407 TLB, BKF19.2767849 705.38719.6950787 705.31420.3774109 705.22720.7785093 705.05621.7551137 704.78922.5342351 704.80623.2184953 704.69 lec23.9577066 704.828 lew25.1424556 704.75526.1844644 704.646 THW27.6273427 704.8 rec27.9810225 705.08128.7741022 705.2329.4516193 705.452 trb30.6971166 705.55831.8379459 705.623MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 33.7821955 705.509Bankfull Elevation ‐ Based on As‐Built Bankfull Area 705.4136.0678562 705.555Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0038.9353007 705.931Thalweg Elevation 704.6541.930976 705.63LTOB Elevation 705.4145.0230408 705.206LTOB Max Depth 0.76147.9147738 705.469LTOB Cross Sectional Area 4.9748.9214637 705.45950 705.647 trp
Distance Elevation Features0 705.159 tlp0.9202592 705.0614.24035341 704.777.17534229 704.55710.3912691 704.61513.12744 704.72315.6386651 704.85917.3880585 704.91718.3526295 704.99119.0096193 705.126 tlb19.5297472 705.11619.9901538 705.0120.5647098 704.77421.1330761 704.32821.5543549 704.05922.5447832 704.15922.8773777 703.403 lec23.5497695 703.31523.9536452 702.38324.2843449 702.03625.0246803 701.95925.1578339 701.914 THW25.8253007 702.0626.2361161 702.3626.768058 702.743MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 27.3335315 703.024Bankfull Elevation ‐ Based on As‐Built Bankfull Area 704.7027.595799 703.414 recBank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0028.35929 703.769Thalweg Elevation 701.9129.1387084 704.039LTOB Elevation 704.7030.2492786 704.305LTOB Max Depth 2.78631.2885408 704.508LTOB Cross Sectional Area 13.8832.3480618 704.7 TRB, BKF33.5399234 704.54836.2396738 704.59439.2434147 704.98742.3668992 705.3345.2521323 705.29348.6439649 705.25650 705.524 trp
Distance Elevation Features0 701.075 tlp1.01360051 700.9275.97967967 701.08710.9425748 700.9713.5098011 700.904 TLB, BKF15.1761625 700.90517.0173389 700.79117.9875814 700.63518.5491036 700.51819.1473138 700.46619.8184752 700.20320.1777923 699.84620.2049808 698.846 lec21.4896328 698.77321.7871581 697.81422.4510896 697.68423.1387058 697.6923.9706486 697.564 THW24.5635545 697.74925.2478662 697.86125.8090732 698.26726.1809824 698.57826.5194784 698.81327.0397095 699.001 rec27.7277739 699.254MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 28.4915072 699.486Bankfull Elevation ‐ Based on As‐Built Bankfull Area 700.9029.6535161 699.87Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0030.6907565 700.133Thalweg Elevation 697.5631.7306464 700.311LTOB Elevation 700.9032.9290924 700.483LTOB Max Depth 3.3434.1469334 700.574LTOB Cross Sectional Area 27.3235.6322922 700.6736.9654301 701.047 trb39.3242142 701.21442.9300552 701.12646.1140722 701.00649.0606882 700.86650 701.102 trp
Distance Elevation Features0 700.464 tlp0.93771264 700.3893.87524709 700.3917.82732477 700.39511.8630051 700.34315.8952232 700.20616.8992237 700.16217.8437068 700.106 TLB, BKF18.7576021 699.91619.6529799 699.7120.4424462 699.62421.0888109 699.12121.5834448 698.94721.8458015 698.65 lec22.9544169 698.40124.1817947 698.48224.7824785 698.356 THW25.9294553 698.42827.1223588 698.51527.8968886 698.72428.7621173 698.615 rec29.1931325 698.96230.0114449 699.230.7689246 699.51631.5607473 700.061MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 32.5419413 700.443Bankfull Elevation ‐ Based on As‐Built Bankfull Area 700.1133.2644773 700.555Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0034.183031 700.782 trbThalweg Elevation 698.3635.127443 700.788LTOB Elevation 700.1136.0384857 700.859LTOB Max Depth 1.7539.0010326 700.763LTOB Cross Sectional Area 15.3941.9446208 700.81445.1086343 700.94148.0017967 701.04748.9569886 701.10750 701.115 trp
Distance Elevation Features0 697.307 tlp1.04969758 697.2074.256441 697.2937.15819118 697.4879.9087091 697.66411.5073794 697.67114.1939188 697.44916.4076924 697.32617.5160742 697.182 tlb18.8549138 697.0119.8852251 696.85721.3348453 696.478 lec22.8150366 696.25723.9664098 696.36224.6470323 696.224.9723469 696.19825.6080358 696.19626.7753172 696.172 THW27.6432607 696.455 rec28.8562648 696.66629.6318225 696.79430.5998273 696.922 TRB, BKF31.6910003 696.95633.4785856 697.07835.1761223 697.382MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 37.6905825 697.383Bankfull Elevation ‐ Based on As‐Built Bankfull Area 696.9241.2927246 697.17Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0045.0131026 697.25Thalweg Elevation 696.1747.6918933 697.518LTOB Elevation 696.9249.1952375 697.182LTOB Max Depth 0.7550 697.005 trpLTOB Cross Sectional Area 5.08
Distance Elevation Features0 695.775 tlp0.99706068 695.6756.02100075 695.64910.9882807 695.61816.0361404 695.68320.98602 695.73623.0748088 695.7224.6661676 695.70625.548375 695.698 TLB, BKF26.1943075 695.5527.1394467 695.1828.0847562 694.81528.9378439 694.45830.0267765 693.85231.0216536 693.885 lec32.0344617 693.72533.2570275 693.306 THW34.7042508 693.44436.0466971 693.45637.5988771 693.51138.6083362 693.60539.6175189 693.64 rec40.3795303 694.01641.4420925 694.02742.6392256 694.653MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 43.7938304 695.072Bankfull Elevation ‐ Based on As‐Built Bankfull Area 695.7044.9821431 695.4Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0046.468417 695.759 trbThalweg Elevation 693.3148.1207014 695.971LTOB Elevation 695.7053.0760519 696.095LTOB Max Depth 2.39258.0737633 696.326LTOB Cross Sectional Area 30.6163.0047605 696.55668.1306877 696.53969.0889686 696.66870 696.696 trp
Distance Elevation Features0 695.776 tlp0.89054253 695.6065.97089784 695.67710.9274158 695.60215.9694331 695.4520.5739913 695.453 TLB, BKF21.917233 695.25723.3131682 695.10124.2280988 695.01825.8331931 694.71326.7356031 694.44827.7905366 694.2928.5673764 694.0829.4679596 693.78330.3158522 693.508 lec31.4900189 692.97232.6285534 692.70633.3067034 692.30734.2667432 692.39235.4084216 692.19536.6944595 691.90137.8298788 691.81239.185469 691.6440.1007953 691.48 THW41.107916 691.591MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 42.0028401 692.896Bankfull Elevation ‐ Based on As‐Built Bankfull Area 695.4543.1047852 693.512 recBank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0044.2591949 695.015Thalweg Elevation 691.4846.0525051 695.455 trbLTOB Elevation 695.4547.5919491 695.573LTOB Max Depth 3.97350.1705551 695.579LTOB Cross Sectional Area 49.9254.9790311 695.58859.9624871 695.60164.8369131 695.68168.9464265 695.74670 695.833 tlp
Distance Elevation Features0 687.061 tlp0.9077764 687.0596.08407265 687.19510.9462893 687.13915.8494979 687.2720.9520029 687.10323.547259 686.859 tlb25.5899197 686.69827.007794 686.54628.8697082 686.06230.6929513 685.62532.5274926 685.00233.7547558 684.7835.1669116 683.7236.4619497 682.97637.9656903 683.00539.5248325 682.8540.8381042 682.366 THW42.1711001 682.50743.3075529 684.729 rec43.880279 685.49545.9908405 686.14448.6544117 686.786 TRB, BKF50.1161766 686.83155.2349464 686.638MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 60.1639466 686.951Bankfull Elevation ‐ Based on As‐Built Bankfull Area 686.7965.1856478 686.859Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0069.1443181 686.737Thalweg Elevation 682.3770 686.714 trpLTOB Elevation 686.79LTOB Max Depth 4.42LTOB Cross Sectional Area 46.42
Distance Elevation Features0 686.581 tlp0.95075601 686.6244.95334271 686.5139.97407063 686.48914.9609288 686.46217.9427742 686.51719.9508475 686.37420.9530845 686.295 tlb21.9247499 686.24322.9518461 686.03423.9124328 685.90925.0017891 685.83325.9900437 685.50927.0128697 685.02727.8658982 684.89628.999522 684.53229.8514392 684.356 lec31.5402452 684.23733.131972 683.782 THW34.525097 684.01836.4252247 684.16437.6819705 684.34939.0212837 684.36639.4060589 684.163 rec40.096537 684.432MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 41.268088 684.613Bankfull Elevation ‐ Based on As‐Built Bankfull Area 686.0442.2530531 685.224Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.0043.2540206 685.432Thalweg Elevation 683.7844.5305253 685.773LTOB Elevation 686.0445.4328361 686.041 TRB, BKFLTOB Max Depth 2.25946.5821999 686.131LTOB Cross Sectional Area 28.7248.9973387 686.14553.9927679 685.78758.9420878 685.75363.9208372 685.967.0086742 685.94569.067882 685.94870 685.993 trp
Distance Elevation Features0 690.246 tlp0.88652637 690.1943.71251357 690.3786.90432075 690.5139.88295771 690.56911.8493759 690.59812.9854454 690.582 TLB, BKF13.9645876 690.51315.0620079 690.27816.0814197 689.99917.308288 689.708 lec18.2778398 689.57519.5749879 689.554 THW20.5678168 689.56421.3052823 689.704 rec22.3369824 689.94423.1976235 690.34424.0512395 690.726 trb25.1703646 690.83726.2075067 690.91927.8534923 690.99630.8000913 691.06233.7303013 691.09636.9688019 691.07238.8797416 691.132MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 40 691.33 trpBankfull Elevation ‐ Based on As‐Built Bankfull Area 690.58Bank Height Ratio ‐ Based on As‐Built Bankfull Area 1.00Thalweg Elevation 689.55LTOB Elevation 690.58LTOB Max Depth 1.028LTOB Cross Sectional Area 6.75
ParameterRiffle OnlyMin Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max nBankfull Width (ft) 14.0 14.5 - 15.0 2 18.0 21.0 2 1 1Floodprone Width (ft) 25.7 26.9 - 28.1 2 40.0 130.0 2 1 20.0 30.0 1Bankfull Mean Depth (ft) 1.5 1.8 - 2.0 2 1.3 1.5 2 1 1Bankfull Max Depth (ft) 2.1 2.4 - 2.7 2 2.3 2.4 2 1 1Bankfull Cross Sectional Area (ft2)21.6 25.8 - 30.0 2 28.7 30.6 2 1 1Width/Depth Ratio 7.5 8.3 - 9.1 2 14.0 17.6 2 1 1Entrenchment Ratio 1.7 1.9 - 2.0 2 2.2 7.2 3.1 3.4 2 1 2.4 3.5 1Bank Height Ratio 1.4 1.6 - 1.7 21Max part size (mm) mobilized at Bankfull 82.00 89.5 - 97.00 2 66.0 160.0 2 1Rosgen ClassificationBankfull Discharge (cfs) 108.0 109.5 - 111.0 2Sinuosity (ft)Water Surface Slope (Channel) (ft/ft)0.004 0.015 2 OtherParameterRiffle OnlyMin Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max nBankfull Width (ft) 5.2 7.0 - 8.9 2 13.5 16.0 2 5.8 6.5 - 7.1 2 1Floodprone Width (ft) 6.9 10.1 - 13.3 2 34.0 194.0 2 10.8 11.1 - 11.4 2 20.0 50.0 1Bankfull Mean Depth (ft) 1.5 2.1 - 2.8 2 1.1 1.2 2 0.7 0.8 - 0.8 2 1Bankfull Max Depth (ft) 2.2 2.8 - 3.5 2 1.9 2.3 2 1.1 1.1 - 1.1 2 1Bankfull Cross Sectional Area (ft2)13.1 13.8 - 14.5 2 16.9 19.7 2 4.6 4.9 - 5.3 2 1Width/Depth Ratio 1.8 3.9 - 6.0 2 12.9 15.2 2 7.4 8.5 - 9.6 2 1Entrenchment Ratio 1.3 1.4 - 1.5 2 2.3 12.9 2 1.5 1.7 - 2.0 2 2.2 5.6 1Bank Height Ratio 2.3 2.8 - 3.4 2 1.8 3.2 - 4.6 2Max part size (mm) mobilized at Bankfull 109.0 117.5 - 126.0 2 96.0 138.0 2 100.0 100.5 - 101.0 -Rosgen ClassificationBankfull Discharge (cfs)Sinuosity (ft)Water Surface Slope (Channel) (ft/ft)0.008 0.015 2 OtherG5c, B5c7.09.40.81.25.30.01.42.6XS-18,210.0055 0.0051C422.30.61.06.817.13.7XS-2223.00.0159 0.0181.19Upper Rocky Mitigation Project, R2Pre-Existing Condition Design MY0 (March 2022)93.0 109.0B4 B4G5c8.50.60.85.014.51.010.740.0Table 6a: Baseline Stream Data Summary (Restoration and Enhancement I Reaches)1.06 1.14Pre-Existing ConditionB5cMY0 (March 2022)Design81.0C4C481.00Upper Rocky Mitigation Project, R118.01.62.028.011.61.0 1.0Pre-Existing Condition Design MY0 (March 2022)100.0C423.0Upper Rocky Mitigation Project, R3Upper Rocky Mitigation Project, R4Pre-Existing Condition Design MY0 (March 2022)83.0 86.0B6c B4 B423.01.12 1.12 1.170.015915.01.30.0148 0.0138 0.017XS-9,1625.6 23.2 23.21.03 1.17 1.190.0092 0.008288.0 88.01.719.611.51.09.00.60.85.215.61.050.03.1106.070.01.01.01.010.650.00.50.85.022.84.7XS-131.00 1.13 1.1381.0
ParameterRiffle OnlyMin Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max nBankfull Width (ft) 4.1 5.5 4.4 9.2 3 9.3 10.4 3 1 1Floodprone Width (ft) 4.8 10.5 9.3 18.7 3 22.0 194.0 40.5 50.0 3 1 25.0 85.0 1Bankfull Mean Depth (ft) 0.8 0.8 0.8 1.0 3 0.7 0.8 3 1 1Bankfull Max Depth (ft) 0.7 1.2 1.0 1.9 3 1.2 1.4 3 1 1Bankfull Cross Sectional Area (ft2)3.3 4.5 3.8 6.8 3 7.6 8.3 3 1 1Width/Depth Ratio 4.8 6.9 5.4 12.3 3 11.4 14.2 3 1 1Entrenchment Ratio 1.2 2.0 1.4 4.1 3 2.2 19.4 3.9 4.9 3 1 2.3 7.7 1Bank Height Ratio 1.7 3.6 3.5 5.7 31Max part size (mm) mobilized at Bankfull 79.0 84.5 84.5 90.0 3 94.0 95.0 3Rosgen ClassificationBankfull Discharge (cfs) 21.0 24.9 22.5 33.4 3Sinuosity (ft)Water Surface Slope (Channel) (ft/ft)0.012 0.013 3 OtherParameterRiffle OnlyMin Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max nBankfull Width (ft) 1 1 1 1Floodprone Width (ft) 1 17.0 48.0 1 1 18.0 85.0 1Bankfull Mean Depth (ft) 1 1 1 1Bankfull Max Depth (ft) 1 1 1 1Bankfull Cross Sectional Area (ft2)1111Width/Depth Ratio 1 1 1 1Entrenchment Ratio 1 2.3 6.4 1 1 2.3 10.6 1Bank Height Ratio 11Max part size (mm) mobilized at BankfullRosgen ClassificationBankfull Discharge (cfs)Sinuosity (ft)Water Surface Slope (Channel) (ft/ft) Other7.01.84.48.00.60.85.012.71.05.38.80.82.24.26.71.72.71.08.237.30.50.73.77.613.21.0Upper Rocky Mitigation Project, R6Pre-Existing Condition Design MY0 (March 2022) Pre-Existing Condition Design MY0 (March 2022)21.0 21.01.09 1.11 1.09Table 6a: Baseline Stream Data Summary (Restoration and Enhancement I Reaches)126.0 115.0 76.0Upper Rocky Mitigation Project, R5MY0 (March 2022)83.0 71.0 55.0B5c B4c B4cUpper Rocky Mitigation Project, R8B6 B4XS-1Pre-Existing Condition Design MY0 (March 2022)0.0099 0.0105 0.0099 0.0204 0.0201 0.015XS-1721.022.6 22.6 22.61.13 1.07 1.11Pre-Existing Condition DesignB40.013XS-3,5,7XS-120.0117 0.0116 0.0094 0.0128Upper Rocky Mitigation Project, R77.50.60.84.811.81.06.511.70.91.15.91.14 1.15 1.15 1.07 0.78 0.8621.7 38.0 38.021.7112.0G6c, C6, B6c C4 C4 G5c C4 C488.0 100.0 103.011.00.91.19.412.91.010.00.81.010.950.01.02.110.411.44.638.050.05.91.61.97.73.11.23.111.21.00.50.85.124.54.518.24.61.01.04.9
MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+Bankfull Elevation (ft) ‐ Based on AB‐Bankfull1 Area735.28735.13729.00729.10715.80Bank Height Ratio_Based on AB Bankfull1 Area1.00 1.00 1.00 1.00 1.00Thalweg Elevation734.61 732.80 727.76 727.21 714.56LTOB2 Elevation735.28 735.13 729.00 729.10 715.80LTOB2 Max Depth (ft)0.68 2.33 1.24 1.90 1.24LTOB2 Cross Sectional Area (ft2)3.6914.137.5713.337.66Entrenchment Ratio4.602.804.803.503.90MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+Bankfull Elevation (ft) ‐ Based on AB‐Bankfull1 Area715.48702.68702.28705.60705.01Bank Height Ratio_Based on AB Bankfull1 Area1.00 1.00 1.00 1.00 1.00Thalweg Elevation712.80 701.33 700.25 703.30 702.53LTOB2 Elevation715.48 702.68 702.28 705.60 705.01LTOB2 Max Depth (ft)2.68 1.35 2.03 2.30 2.49LTOB2 Cross Sectional Area (ft2)18.50 8.28 13.87 19.73 18.36Entrenchment Ratio2.80 4.90 4.20 3.10 2.80MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+Bankfull Elevation (ft) ‐ Based on AB‐Bankfull1 Area704.86704.98705.41704.70700.90Bank Height Ratio_Based on AB Bankfull1 Area1.00 1.00 1.00 1.00 1.00Thalweg Elevation701.92 702.94 704.65 701.91 697.56LTOB2 Elevation704.86 704.98 705.41 704.70 700.90LTOB2 Max Depth (ft)2.94 2.05 0.76 2.79 3.34LTOB2 Cross Sectional Area (ft2)18.64 10.36 4.97 13.88 27.32Entrenchment Ratio2.70 4.60 4.70 4.30 2.20MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+Bankfull Elevation (ft) ‐ Based on AB‐Bankfull1 Area700.11696.92695.70695.45686.79Bank Height Ratio_Based on AB Bankfull1 Area1.00 1.00 1.00 1.00 1.00Thalweg Elevation698.36 696.17 693.31 691.48 682.37LTOB2 Elevation700.11 696.92 695.70 695.45 686.79LTOB2 Max Depth (ft)1.75 0.75 2.39 3.97 4.42LTOB2 Cross Sectional Area (ft2)15.39 5.08 30.61 49.92 46.42Entrenchment Ratio3.10 4.50 3.40 2.70 2.90MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+Bankfull Elevation (ft) ‐ Based on AB‐Bankfull1 Area686.04690.58Bank Height Ratio_Based on AB Bankfull1 Area1.00 1.00Thalweg Elevation683.78 689.55LTOB2 Elevation686.04 690.58LTOB2 Max Depth (ft)2.26 1.03LTOB2 Cross Sectional Area (ft2)28.72 6.75Entrenchment Ratio3.103.70Table 6b: Cross‐Section Morphology DataUpper Rocky Mitigation Project:  Reach: R1, R2, R3, R4, R5, R6, R7, R8 (Data Collected January‐March 2022)Note: The smaller the channel the closer the survey measurements are to their limit of reliable detection, therefore inter‐annual variation in morphological measurement (as a percentage) is by default magnified as channel size decereases.  Some of the variability above is the result of this factor and some is due to the large amount of depositional sediments observed.      Cross‐Section 17 (Riffle ‐ R8)Cross‐Section 18 (Riffle ‐ R1)Cross‐Section 19 (Pool ‐ R1)Cross‐Section 20 (Pool ‐R1)Cross‐Section 13 (Riffle ‐ R4)Cross‐Section 14 (Pool ‐ R4)Cross‐Section 16 (Riffle ‐R3)Cross‐Section 5 (Riffle ‐ R5)Cross‐Section 21 (Riffle ‐ R1)Cross‐Section 22 (Riffle ‐ R2)Cross‐Section 15 (Pool ‐ R3)Cross‐Section 10 (Pool ‐ R3)Cross‐Section 8 (Pool ‐ R5)Cross‐Section 9 (Riffle ‐ R3)Cross‐Section 11 (Pool ‐ R6)Cross‐Section 12 (Riffle ‐R6)Cross‐Section 1 (Riffle ‐ R7)Cross‐Section 2 (Pool ‐ R7)Cross‐Section 3 (Riffle ‐ R5)Cross‐Section 4 (Pool ‐ R5)Cross‐Section 6 (Pool ‐ R5)Cross‐Section 7 (Riffle ‐ R5)The above morphology parameters reflect the 2018 guidance that arose from the mitigation technical workgroup consisting of DMS, the IRT and industry mitigation providers/practitioners.  The outcome resulted in the focus on three primary morphological parameters of interest for the purposes of tracking channel change moving forward. They are the bank height ratio using a constant As‐built bankfull area and the cross sectional area and max depth based on each years low top of bank.  These are calculated as follows:1‐Bank Height Ratio (BHR) takes the As‐built bankful area as the basis for adjusting each subsequent years bankfull elevation.  For example if the As‐built bankfull area was 10 ft2, then the MY1 bankfull elevation would be adjusted until the calculated bankfull area within the MY1 cross section survey = 10 ft2.  The BHR would then be calculated with the difference between the LOW top of bank (LTOB) elevation for MY1 and the thalweg elevation for MY1 in the numerator withthe difference between the MY1 bankfull elevation and the MY1 thalweg elevation in the denominator.  This same process is then carried out in each successive year.2  ‐LTOB Area and Max depth ‐These are based on the LTOB elevation for each years survey (The same elevation used for the LTOB in the BHR calculation).  Area below the LTOB elevation will be used and tracked for each year as above.  The difference between the LTOB elevation and the thalweg elevation (same as in the BHR calculation) will be recroded and tracked above as LTOB max depth.       
FLOW GAUGE FG-1: R5a
Flow Depth = 0.14 feet
*All elevations relative to sensor depth
FLOW
RIFFLE
POOL
RIFFLEELEVATION = 0
BASEFLOW SENSOR DEPTH = 5.35ELEVATION OF DOWN
STREAM RIFFLE = 0.14
FLOW GAUGE FG-2: R8
Flow Depth = 0.78 feet
*All elevations relative to sensor depth
FLOW
RIFFLE
POOL
RIFFLEELEVATION = 0
BASEFLOW SENSOR DEPTH = 5.03ELEVATION OF DOWN
STREAM RIFFLE = 0.78
CROSS SECTIONAL VIEW OF STREAMPRESSURETRANSDUCERSENSOR DEPTH = 5.02 CORK GAUGE1.55 =BANKFULLDEPTHCrest Gauge CG-1 (R7) Bankfull Event Depth = 1.55 feet*All elevations relative to sensor depthELEVATION= 0
CROSS SECTIONAL VIEW OF STREAMPRESSURETRANSDUCERSENSOR DEPTH = 4.62 CORK GAUGE1.73 =BANKFULLDEPTHCrest Gauge CG-2 (R5) Bankfull Event Depth = 1.73 feet*All elevations relative to sensor depthELEVATION= 0
CROSS SECTIONAL VIEW OF STREAMPRESSURETRANSDUCERSENSOR DEPTH = 4.76 CORK GAUGE1.97 =BANKFULLDEPTHCrest Gauge CG-3 (R3) Bankfull Event Depth = 1.97 feet*All elevations relative to sensor depthELEVATION= 0
CROSS SECTIONAL VIEW OF STREAMPRESSURETRANSDUCERSENSOR DEPTH = 4.72 CORK GAUGE4.72 =BANKFULLDEPTHCrest Gauge CG-4 (R1) Bankfull Event Depth = 4.72 feet*All elevations relative to sensor depthELEVATION= 0

Appendix E: Hydrology
Table 7: Wetland Gauge Installation Soil Notes

Depth (inches) Matrix Color % Redox Color %Texture
0‐810 YR 3/1 95 10 YR 5/1 5 Clay
8‐16 10 YR 3/1 85 10 YR 3/3 15 Sandy Clay
16‐26 10 YR 4/1 100 Sandy Clay
26‐40 10 YR 6/1 100 Sandy Clay
0‐310 YR 5/4 60 10 YR 4/2 40 Sandy Clay Loam
3‐12 10 YR 4/2 80 10 YR 3/2 20 Sandy Clay Loam
12‐18 10 Y R 4/1 90 10 YR 3/6 10 Sandy Loam
18‐28 10 YR 4/1 90 10 YR 4/4 10 Sandy Clay
28‐40 10 YR 5/1 90 10 YR 5/6 10 Sand
0‐410 YR 2/1 100 Loam
4‐26 5 YR 5/8 100 Clay
26‐40 5 YR 5/8 60 10 YR 3/4 40 Sandy Clay
0‐610 YR 3/1 100 Clay Loam
6‐36 10 YR 5/8 100 Clay
36‐40 10 YR 5/8 80 10 YR 3/2 20 Sandy Clay
0‐28 5 YR 5/1 80 5 YR 4/6 20 Sandy Loam
28‐34 5 YR 4/6 90 5 YR 5/8 10 Loamy Sand
34‐40 5 YR 4/3 100 Loamy Sand
40‐48 5 YR 5/2 100 Clay
0‐45 YR 5/2 100 Disturbed
4‐18 5 YR 4/6 50 5 YR 5/2 50 Clay
18‐28 5 YR 4/6 85 5 YR 3/1 15 Clayey Sand
28‐38 5 YR 5/1 60 5 YR 4/6 40 Clay
38‐42 10 YR 3/1 85 5 YR 5/4 15 Clay
0‐10 5 YR 4/3 90 5 YR 4/6 10 Clay
10‐30 5 YR 5/8 60 5 YR 5/2 40 Clay
30‐42 5 YR 4/1 90 5 YR 5/8 10 Clay
0‐610 YR 3/6 100 Clay
6‐14 10 YR 4/3 60 5 YR 3/4 40 Clay
14‐24 10 YR 5/2 50 10 YR 5/8 30 Clay
5 YR 4/6 20 Clay
24‐36 10 YR 4/2 60 10 YR 6/8 40 Sandy Clay Loam
36‐42 10 YR 4/2 80 10 YR 3/4 20 Sandy Loam
GW‐5
GW‐8
GW‐4
GW‐6
GW‐7
Groundwater Gauge Installation Soil Notes
Figure 6: Groundwater Gauge Soil Conditions at Installation (MY0)
GW‐1
GW‐3
GW‐2
Depth (inches) Matrix Color % Redox Color %Texture
0‐610 YR 3/2 80 10 YR 3/6 20 Clay Loam
6‐20 10 YR 4/2 60 10 YR 3/6 40 Clay Loam
20‐30 10 YR 5/1 80 10 YR 3/3 20 Clay Loam
30‐40 10 YR 5/1 90 10 YR 3/6 10 Sandy Clay Loam
0‐610 YR 4/2 60 10 YR 3/6 40 Clay Loam
6‐14 10 YR 3/4 70 10 YR 3/2 30 Sandy Clay
14‐24 10 YR 4/2 60 10 YR 3/6 40 Sandy Clay Loam
24‐40 10 YR 4/2 70 10 YR 3/6 20 Clay Loam
10 YR 5/8 10
0‐12 5 YR 5/8 90 5 YR 5/1 10 Clay
12‐18 5 YR 4/1 90 5 YR 5/8 10 Clay
18‐36 10 YR 3/1 100 Clay Loam
36‐40 10 YR 4/3 100 Sandy Clay
0‐210 YR 3/2 100 Clay Loam
2‐16 5 YR 4/4 70 10 YR 5/6 30 Sandy Clay, Dist.
16‐24 10 YR 4/3 80 10 YR 4/6 20 Clay Loam
24‐40 10 YR 4/2 80 10 YR 3/6 20 Clay
0‐45 YR 3/1 50 5 YR 4/6 40 Disturbed Clay
10 YR 4/6 10
4‐810 YR 2/2 50 10 YR 4/6 40 Disturbed Clay
10 YR 6/8 10
8‐12 5 YR 4/6 60 5 YR 4/4 40 Clay Loam
12‐20 5 YR 2.5/1 60 5 YR 4/6 40 Sand
20‐28 10 YR 4/4 70 10 YR 3/6 30 Clay
28‐40 10 YR 3/3 50 10 YR 3/6 50 Sand
0‐10 5 YR 3/4 100 Sandy Clay
10‐18 5 YR 3/1 60 5 YR 3/4 40 Clay
18‐24 10 YR 3/1 60 5 YR 3/4 40 Sandy Clay
24‐40 10 YR 3/2 70 10 YR 4/6 30 Clay
0‐310 YR 3/1 100 Loam
3‐14 7.5 YR 4/6 100 Clay Loam
14‐28 10 YR 5/2 98 10 YR 3/6 2 Sandy Clay Loam
28‐30 20 YR 4/2 90 10 YR 3/6 10 Sand
30‐40 10 YR 4/2 80 10 YR 4/6 20 Clay
GW‐13
GW‐14
GW‐15
Groundwater Gauge Installation Soil Notes
GW‐9
GW‐10
GW‐11
GW‐12

Appendix F: As-Built
Survey/Record Drawings

DocuSign Envelope ID: 5BE0F438-2C89-4DAB-8492-117FBDE1591 E
VICINITY MAP
N.T.S.
UPPER ROCKY MITIGATION PROJECT
MECKLENBURG COUNTY, NORTH CAROLINA
YADKIN RIVER BASIN (CU 03040105)
USACE ACTION ID # SAW-2015-01816
TYPE OF WORK : STREAM AND WETLAND MITIGATION
SHEET INDEX
2
3-23
24-27
COVER SHEET
LEGEND
PLAN AND PROFILE
MONITORING PLAN
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15 CERTIFICATE OF ASBUILT SURVEY AND ACCURACY
),if �'� �� / /` • CERTIFICATE OF SURVEY AND ACCURACY -I CHRISTOPHER L. COLE CERTIFY THAT THIS MAP
% -, ■ WAS DRAWN UNDER MY SUPERVISION AND THAT THIS GROUND SURVEY WAS PERFORMED
• AT THE 9016 CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
/ / I , / / •■ STANDARDS: THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
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/ / • THAT CONTOURS SHOWN AS (BROKEN LINES) MAY NOT MEET THE STATED STANDARD: AND
I , / // • ALL COORDINATES ARE BASED ON NAD 83/2011 AND ELEVATIONS ARE RA.SFD ON
I _. . /j : NAVD88/GEOID 12A.
BEGIN CONSTRUCTION R5A •(1) CLASS OF SURVEY: CLASS -A
STA. 10 (2) POSITIONAL ACCURACY: 0.07'
� (3) TYPE OF GPS FIELD PROCEDURE: RTKNRS
MI(4) DATES OF SURVEY: X/XX/2022-XXIXX/2022
4■ (5) DATUM/EPOCH: NA0832011
// • (6) GEOID MODEL: 12A
• (7) UNITS: U.S. SURVEY FEET
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SURVEY NOTES
1. ALL DISTANCES ARE HORIZONTAL IN U.S. SURVEY FEET.
2. HORIZONTAL DATUM IS NAD83/2011: VERTICAL DATUM IS NAVD88.
3. THIS MAP IS NOT INTENDED FOR RECORDATION. SALES OR CONVEYANCES.
4. THE PURPOSE OF THIS PLAT IS TO ILLUSTRATE THE POST -CONSTRUCTION ASBUILTS OF THE
STREAM RESTORATION AND MAY NOT SHOW ALL IMPROVEMENTS OR UTILITIES.
5. NO PROPERTY LINES WERE SURVEYED. ALL BOUNDARY LINES WERE REFERENCED FROM
RECORD PLATS.
OFFICIAL SEAL
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Christopher L. Cole °'0`111;r:=7'""`°"
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SOLUTIONS
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
[phone]
waterlandsolutions.com
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FIRM LICENSE NO. P-1480
REVISIONS
A
B
DRAFT MIT PLAN
FINAL MIT PLAN
9-11-19
4-23-20
C
FINAL MIT PLAN
1.5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
ASBUILT PLAN
5-10-22
PROJECT NAME
UPPER
ROCKY
MITIGATION
PROJECT
MECKLENBURG COUNTY. NC
DRAWING INFORMATION
PROJECT NO.
FILENAME
DESIGNED BY
16-001
ASB 01 UPPER ROCKY (DYMOND
CAT
DRAWN BY
APL
DATE
5-10-22
HORIZ. SCALE
VERT. SCALE
N/A
NORTH
250 125 5C0
GRAPHIC SCALE
SHEET NAME
COVER
SHEET
SHEET NUMBER
1
AS —BUILT
CHRISTOPHER L. COLE, NCPLS L-5008

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GEOLIFT W/ TOEWOOD
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A DRAFT MIT PLAN 9-11-19
B FINAL MIT PLAN 4-23-20
C FINAL MIT PLAN 1-5-21
D IFC PLANS 4-20-21
E IFC PLANS REVISIONS 6-3-21
F ASBUILT PLAN 5-10-22
PROJECT NAME
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MECKLENBURG COUNTY, NC
DRAWING INFORMATION
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FILENAME ASB_02_UPPER ROCKY_LEGEND.DWG
DESIGNED BY CAT
DRAWN BY APL
DATE 5-10-22
HORIZ. SCALE N.T.S.
VERT. SCALE N/A
SHEET NAME
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SHEET NUMBER
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STA. 47+32
A
DRAFT MIT PLAN
9-11-19
B
FINAL MIT PLAN
4-23-20
C
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1-5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
ASBUILT PLAN
- -
5 10 22
PROJECT NAME
UPPER
ROCKY
!\AITIG,4TKJN
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MECKLENBURG COUNTY, NC
700
700
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TOP
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BAAS-BUILT
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PROJECT NEE:LSHEDWG
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690
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REVISIONS
A
DRAFT MIT PLAN
9-11-19
B
FINAL MIT PLAN
4-23-20
C
FINAL MIT PLAN
1-5-21
D
IFC PLANS
4-20-21
E
IFC IONS
PLANS REVISIONS
- -
6 3 21
F
ASBUILT PLAN
5-10-22
PROJECT NAME
UPPER
ROCKY
MITIGATION
PROJECT
MECKLENBURG COUNTY, NC
720 720
BANKFULL
AS -BUILT-
DRAWING INFORMATION
PROJECT NO.
16-001
DESIGN
BANKFULL
FILENAME
ASB 3.23UPPER ROCKY PLANK D PROFILE SHEETS.DWG
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GRAPHIC SCALE
700
700
SHEET NAME
R3
PLAN AND
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SHEET NUMBER
4
690
690
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
-1
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4-23-20
C
FINAL MIT PLAN
1-5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
ASBUILT PLAN
5-10-22
PROJECT NAME
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9-11-19
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4-20-21
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6-3-21
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6-3-21
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B
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C
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1-5-21
D
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4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
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9-11-19
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4-23-20
C
FINAL MIT PLAN
1-5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
ASBUILT PLAN
5-10-22
PROJECT NAME
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740 740
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A
DRAFT MIT PLAN
9-11-19
B
FINAL MIT PLAN
4-23-20
C
FINAL MIT PLAN
1-5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
ASBUILT PLAN
5-10-22
PROJECT NAME
UPPER
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MITIGATION
PROJECT
MECKLENBURG COUNTY, NC
750 750
DRAWING INFORMATION
PROJECT NO.
16-001
FILENAME
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REVISIONS
A
DRAFT MIT PLAN
9-11-19
B
FINAL MIT PLAN
4-23-20
FINAL MIT PLAN
1-5-21
IFC PLANS
4-20-21
IFC PLANS REVISIONS
6-3-21
ASBUILT PLAN
5-10-22
750
750
740
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UPPER
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DRAFT MIT PLAN
9-11-19
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4-23-20
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1-5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6 3 21
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ASBUILT PLAN
5-10-22
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710 710
DRAWING INFORMATION
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SHEET NUMBER
20
680
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DRAFT MIT PLAN
9-11-19
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FINAL MIT PLAN
4-23-20
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FINAL MIT PLAN
1-5-21
D
IFC PLANS
4-20-21
E
IFC PLANS REVISIONS
6-3-21
F
ASBUILT PLAN
5-10-22
PROJECT NAME
UPPER
ROCKY
MITIGATION
PROJECT
MECKLENBURG COUNTY, NC
710 710
DRAWING INFORMATION
PROJECT NO.
16-001
FILENAME
ASB 3•23_UPPER ROCKY PLANKPROFILE SHEETS.DWG
FINSIHED
D E 5 rG
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SHEET NUMBER
21
680
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14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
1
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REVISIONS
A
B
C
D
E
F
DRAFT MIT PLAN
9-11-19
FINAL MIT PLAN
4-23-20
FINAL MIT PLAN
1.5.21
IFC PLANS
4-20-21
IFC PLANS REVISIONS
6-3-21
ASBUILT PLAN
5-10-22
PROJECT NAME
UPPER
ROCKY
MITIGATION
PROJECT
MECKLENBURG COUNTY. NC
DRAWING INFORMATION
PROJECT NO.
FILENAME
16-001
1163111NB1f0X(H INORCRFS&R8N6
DESIGNED BY
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DATE
HORIZ. SCALE
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5-10-22
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680
21+00
22+00
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WATER & LAND SOLUTIONSREVISIONSPROJECT NAMESHEET NUMBERDESIGNED BYDRAWN BYDATEPROJECT NO. FILENAMEDRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALEVERT. SCALENORTHWATER & LAND SOLUTIONSPROJECT ENGINEERMECKLENBURG COUNTY, NCUPPERROCKYMITIGATIONPROJECTENGINEERING SERVICES BYWLS ENGINEERING, PLLC6 DULA SPRINGS RD.WEAVERVILLE, NC 28787FIRM LICENSE NO. P-1480SEAL3691616-001CATAPL1" = 150'5-10-22N/AAS-BUILTDRAFT MIT PLANA 9-11-19FINAL MIT PLANC1-5-21FINAL MIT PLANB 4-23-20IFC PLANSD 4-20-21IFC PLANS REVISIONSE6-3-21ASBUILT PLANF 5-10-22APLMONITORINGPLANN/A26MATCH LINE SEE SHEET 25
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Appendix G:
Correspondence
North State Environmental Memorandum Regarding Construction Activities
for Upper Rocky Mitigation Project
March 30, 2022
US Army Corps of Engineers
Regulatory Division, Wilmington District, Raleigh Field Office
Attn: Kimberly Browning
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
RE: Memorandum Regarding Construction Activities for Upper Rocky Mitigation Project, USACE
Action ID# SAW-2015-01816, Yadkin River Basin, Cataloging Unit 03040105, Mecklenburg County,
NC
Dear Ms. Browning:
The purpose of this memorandum is to provide a brief summary of construction activities and supplemental
documentation to the USACE on behalf of the bank sponsor (Water and Land Solutions, WLS) as part of
submitting the As-Built Baseline/MY0 Report for the Upper Rocky Mitigation Project (Project, site).
North State Environmental (NSE) was contracted by WLS on May 24th, 2021 to construct the Project,
which involved the restoration, enhancement, and permanent protection of ten stream reaches (R1, R2,
R3, R4, R5, R5a, R6, R7, R7a and R8), totaling approximately 9,685 linear feet of streams as well as the
re-establishment, enhancement and preservation of six wetland areas (W1, W2, W3, W5, W6, W7) totaling
approximately 14.51 acres.
NSE began construction activities in June 2021 and stream channel earthwork and wetland grading was
completed by February 2022. The vegetation planting was completed in early March 2022. Upon
commencement of R5 channel construction (Station 10+00), the NSE superintendent notified WLS staff
that the GPS machine control was encountering signal interruptions or inconsistencies as a result of dense
tree canopy. After unsuccessful attempts to improve the GPS accuracy, NSE decided to perform a traditional
survey to stake out geometric points along the horizontal channel alignment using conventional robotic total
station (RTS) survey equipment. Upon construction completion of R4, R5 and R7, NSE notified WLS of
a horizontal survey error in early October 2021. The survey error resulted in horizontal alignment
adjustments along R4, lower R5 and lower R7. The adjustments were variable along each reach and ranged
approximately one to nine feet. Other horizontal adjustments along upper R3, lower R4 and R8 were made
at the direction of the engineer to protect existing vegetation and mature tree species.
As a result, WLS immediately conducted a preliminary as-built survey of the constructed channels and
assessed field deviations in early November 2021. After comparing the preliminary as-built survey and
design plan deviations, WLS determined that the channel pattern (sinuosity), dimension (cross-sectional
area), and vertical profile (bedform) were accurately constructed in accordance with the design
plans, however horizontal alignment segments along R4, lower R5 and lower R7 had effectively shifted
during construction as a result of the survey error. Based on these findings, WLS did not request NSE to
reconstruct portions of R4, R5 and R7 since the channels were still located in the lowest part of the
valley, floodplain grading and wetland functions were not at risk, and the riparian buffer widths were a
minimum fifty feet from the top stream banks. In addition, it was determined that graded
floodplain areas had established adequate groundcover, the constructed reaches were stable, and
rebuilding partial reach segments would likely introduce channel instability.

It is NSE understanding that WLS is currently developing the as-built survey and record drawings for the
Project and will notify the USACE of any changes or deviations in the redline as-builts. The as-built drawings
will illustrate the proposed stream design locations with an overlay of the as-built channel and horizontal
deviations. With exception to R4, lower R5, lower R7 and R8, there were no other significant deviations
from the approved mitigation plan and design plans.
Please contact me if you have any additional questions or concerns related to this matter.
Sincerely,
Brandon Spaugh
Brandon Spaugh
Project Manager, Business Development
North State Environmental
2889 Lowery Street
Winston Salem, NC 27101
www.nsenv.com
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