20141149 Ver 2_DWR 2014-1149 v2_Motes_MY5 2022 Monitoring Report__20221107

ID#* 20141149
Select Reviewer:
Erin Davis
Initial Review Completed Date 11/07/2022
Mitigation Project Submittal - 11/7/2022
Version* 2
Is this a Prospectus, Technical Proposal or a New Site?*
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Raymond J Holz
Project Information
ID#:* 20141149
Existing ID#
Project Type: DMS • Mitigation Bank
Project Name: Motes Creek Stream Bank
County: Alamance
Document Information
O Yes O No
Email Address:*
[e-mail]
Version:* 2
Existing Version
Mitigation Document Type:*
Mitigation Monitoring Report
File Upload: DWR 2014-1149 v2 Motes MY5 2022 Monitoring
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Signature
Print Name: * Raymond J Holz
Signature:

1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492

November 2, 2022

Mrs. Kim Isenhour
Regulatory Project Manager
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

RE: SAW-2015-01696 Motes Creek Bank Site Year 5 Monitoring Credit Release Request

Dear Mrs. Isenhour,

Pursuant to Section VII: Credit Release Schedule of the Cape Fear 02 Umbrella Mitigation Banking Instrument
signed on 7/6/2017, the Sponsor, Restoration Systems, hereby requests the following credit releases:

• The Year 4 Monitoring Credit Release for 10% of total credits or 534.50 Stream Mitigation Units.

A total of 534.50 credits requested to be released.

Please let me know if you require any more information,

Thank you,

Worth Creech

Enclosures:
Parcel Release Schedule
Parcel Ledger
Continuation Certificate
Year 5 Monitoring Report

SAW‐2015‐001696
Project Name:
Sponsor Name:
USACE Action ID:
NCDWQ Action ID:
Non‐Forested 
Wetland 
Credits
Warm 
Water
Cool 
Water
Cold 
Water
Riparian 
Riverine
Riparian
Non‐Riverine Non‐Riparian Coastal
5345 0.92
5345 0.92
Scheduled 
Releases
Warm 
Water
Cool 
Water
Cold 
Water
Scheduled 
Releases
Riparian 
Riverine
Riparian
Non‐Riverine Non‐Riparian Scheduled 
Releases Coastal
1 (Bank/Site Establishment)1, 2 15% 801.75 15% 0.14 15%12/1/2019 9/29/2017
2 (Year 0/As‐Built)3 15% 801.75 15% 0.14 15%12/1/2019 5/2/2018
3 (Year 1 Monitoring)10% 534.50 10% 0.09 10%12/1/2019 11/13/2018
4 (Year 2 Monitoring)10% 534.50 10% 0.09 15%12/1/2019 12/5/2019
Stream Bankfull 4 5% 267.25 NA 0.00 12/1/2019 12/5/2019
5 (Year 3 Monitoring)10% 534.50 10% 0.09 20%2020 11/19/2020 0.65
6 (Year 4 Monitoring)5% 267.25 10% 0.09 10%2021 1/19/2022
Stream Bankfull 4 5% 267.25 NA 0.00 15%2021 1/19/2022
7 (Year 5 Monitoring)10% 534.50 10% 0.09 NA NA 2022
8 (Year 6 Monitoring)5% 267.25 10% 0.09 NA NA 2023
9 (Year 7 Monitoring)10% 267.25 10% 0.09 NA NA NA NA 2024
Total Credits Release to Date 75% 4008.75 50%0.46                 
Contingencies (if any): The CF02 Umbrella Mitigation Bank has a credit release schdule for streams and wetlands that is different than other Banks in the District. 
Signature of Wilmington District Official Approving Credit Release Date
Current and Future Credit Releases
Credit Release Milestone
Stream Credits Forested Wetland Credits Non‐Forested Wetland 
Credits Projected 
Release Date
Actual Release 
Date
Potential Credits from As‐Built Survey
SAW‐2015‐01696 Year Project Instituted: 2017
2014 1149 v2 Date Prepared: 11/7/2022
Total Potential Credits 
Credit Classification
Stream Credits Forested Wetland Credits*
Potential Credits from Mitigation Plan
Wilmington District Mitigation Bank Credit Release Schedule
Motes Creek County: Alamance
Restoration Systems 8‐Digit HUC: 03030002
* Wetland credits can be released according to the MBI credit release schedule at the request of the Sponsor. 
4 ‐ A 10% total reserve of credits to be held back until the bankfull event performance standard has been met. See Bank's MBI
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.
      Any discrepancy (either positive or negative) is made up during the second credit release.
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.
1 ‐ The first credit release milestone is based on the potential credits stated in the approved mitigation plan.
SAW‐2015‐001696
Project Name:Motes Creek
Sponsor Name: Restoration Systems
USACE Action ID: SAW‐2015‐01696
NCDWQ Action ID: 2014 1149 v2
Type Jurisdiction Date Permittee Credits Permits Credit Classification Impact HUC Impact Quantity TW Stream TW Wetland Available Stream Available Wetland Comment Ltr Rec'd Addendums
Init Federal 5345 Stream
Init Federal 0.92 Wetland
Rel Federal 9/29/2017 Initial Release 801.75 Stream 0 0 801.75
Rel Federal 4/16/2018 As‐Built Implementation 801.75 Stream 0 0 1603.5
Rel Federal 11/13/2018 Year 1 Monitoring 534.50 Stream 0 0 2138.00
Rel Federal 12/5/2019 Year 2 Monitoring 801.75 Stream 0 0 2939.75
Rel Federal 12/5/2019 Year 2 Monitoring 0.46 Wetland 0 0 2939.75 0.46
Wdr Federal 2/11/2020 Publix Super Markets Inc 228.15 Stream 03030002 228.15 0 2711.60 0.46
Wdr Federal 2/11/2020 Publix Super Markets Inc 0.06 Wetland 03030002 228.15 0.06 2711.60 0.40
Wdr Federal 5/14/2020 Goria Youngs Mill, LLC 0.4 Wetland 03030002 228.15 0.46 2711.60 0.00
Wdr Federal 6/3/2020 Duke University Health Systems 133 Stream 03030002 361.15 0.46 2578.60 0.00
Wdr Federal 8/12/2020 Decso Holdings, LLC 188 Stream 03030002 549.15 0.46 2390.60 0.00
Wdr Federal 9/11/2020 Town of Chapel Hill 162 Stream 03030002 711.15 0.46 2228.60 0.00
Rel Federal 11/19/2020 Year 3 Monitoring 534.5 Stream 711.15 0.46 2763.10 0.00
Wdr Federal 12/2/2020 Retreat at 68, LLC 51.67 Stream 03030002 762.82 0.46 2711.43 0.00
Rel Federal 1/18/2022 Year 4 Monitoring 534.5 Stream 762.82 0.46 3245.93 0.00
Continuation Certificate
The Hartford Insurance Group
The
hereby continues in force its Bond No.
in the sum of
(hereinafter called the Company)
Dollars,
on behalf of
in favor of
for the (extended) term beginning on
subject to all the covenants and conditions of said Bond, said bond and this and all continuations thereof being one
continuous contract.
This Continuation is executed upon the express condition that the Company’s liability under said Bond and
this and all continuations thereof shall not be cumulative and shall in no event exceed the sum of
Dollars.
IN WITNESS THEREOF, the Company has caused this instrument to be signed by its officers proper for
the purpose and its corporate seal to be hereto affixed on
By:
Attorney in fact
________________________
______________________________________________________________________________________________
____________________________________________ _____________________________________________________
________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________
______________________
_____________________________________________________________________________________________________________
_____________________________________________
____________________________________________________
____________________________________________________
Hartford Fire Insurance Company
Restoration Systems, LLC, 1101 Haynes Street, Suite 211, Raleigh NC 27604
NC Wildlife Habitat Foundation

Hartford Fire Insurance Company
Phoebe C. Honeycutt
Surety - Miscellaneous
22BSBHT4267/Motes Creek Bank Site
Twenty-Seven Thousand Five Hundred Dollars --------------------------------------------------------------------------
---------------------------------------------------------------($27,500.00)
November 21, 2022 and ending November 21, 2023
Twenty-Seven
Thousand Five Hundred & no/100--------------------------------------------------------------------------------------------------------------------
($27,500.00)
October 3, 2022
October 3, 2022
YEAR 5 (2022)
ANNUAL MONITORING DOCUMENT REPORT

CAPE FEAR 02 UMBRELLA MITIGATION BANK
MOTES CREEK BANK SITE

Alamance County, North Carolina

PREPARED BY:

RESTORATION SYSTEMS, LLC
1101 HAYNES STREET, SUITE 211
RALEIGH, NORTH CAROLINA 27604

AND

AXIOM ENVIRONMENTAL, INC.
218 SNOW AVENUE
RALEIGH, NORTH CAROLINA 27603

November 2022

Motes Creek Year 5, 2022 Monitoring Summary

General Notes
• No encroachment was identified in Year 5
• No evidence of nuisance animal activity (i.e., beaver, heavy deer browsing, etc.) was observed.

Streams
• Stream monitoring measurements indicate minimal changes in the cross sections as compared to
as-built data. The channel geometry compares favorably with the proposed conditions outlined in
the Detailed Restoration Plan and as constructed.

• Visual observations indicate that all in-stream structures are intact and functioning as designed, and
no stream areas of concern were identified during Year 5 (2022) monitoring.

• Two bankfull events were documented during year 5 (2022) for a total of 11 bankfull events during
the monitoring period to-date, with events occurring during each of the 5 monitoring years (Table
10, Appendix D).

• Channel formation was evident in UT 1 in year 5 (2022). The two stream flow gauges and trail
cameras documented 153 and 264 consecutive days of stream flow during year 5 (2022). The
approximate locations of stream flow gauges are depicted on Figure 2 (Appendix A); a table
containing channel formation indicators as well as stream flow gauge data are included in Appendix
D.

Wetlands
• All four groundwater gauges were successful in year 5 (2022). Gauge 4 appeared to have
malfunctioned, showing erratic readings beginning on March 12. It was re-launched on April 28,
but readings continued to appear erratic, so it was relaunched again on July 10. Readings after
July 10 appear to be correct, and the gauge met success criteria during this time. Based on
previous years data, the current year’s data from gauges 1-3, and field observations of saturation
in the area surrounding gauge 4 well into the growing season, it is expected to have captured a
significantly longer hydroperiod if functioning properly. Groundwater hydrology data is in
Appendix D.

Vegetation
• Year 5 (2022) stem count measurements were performed on October 12, 2022 and indicate an
average of 726 planted stems per acre (excluding livestakes) across the Site; therefore, the Site is
meeting vegetation success criteria. Additionally, all 17 individual vegetation plots met success
criteria based on planted stems alone. Year 5 (2022) vegetation plot information can be found in
Appendix C. Visual observations indicate that Site vegetation is vigorous.

A summary of Site permitting/monitoring activity, reporting history, and Year 5 (2022) maintenance
activities, including invasive plant species treatment, is provided below.

Site Permitting/Monitoring Activity and Reporting History
Project Milestones
Stream
Monitoring
Complete
Vegetation
Monitoring
Complete
Wetland
Monitoring (last
download)
Data Analysis
Complete
Completion
or Delivery
MBI & Detailed
Restoration Plan -- -- -- -- April 4, 2016
Construction Earthwork -- -- -- -- Feb 9, 2018
Planting -- -- -- -- Feb 27, 2017
As-Built
Documentation -- -- -- Feb 2018 March 2018
Year 1 Monitoring August 29, 2018 Oct 3, 2018 Oct 15, 2018 Oct 2018 Oct. 2018
Year 2 Monitoring March 14, 2019 Oct 3, 2019 Oct 3, 2019 Oct 2019 Oct. 2019
Year 3 Monitoring Feb 12, 2020 Sept 15, 2020 Sept 24, 2020 Oct 2020 Oct 2020
Year 4 Monitoring NA NA October 13, 2021 Oct 2021 Nov 2021
Year 5 Monitoring Jan 13-18, 2022 Oct 12, 2022 October 25, 2021 Oct 2022 Nov 2022

Site Maintenance Report (2022)
Invasive Species Work Maintenance work
7/14/2022

Multiflora Rose, Russian Olive, Privet,
Sweetgum, Callery Pear
NA
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Table of Contents page i
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
TABLE OF CONTENTS

1.0 PROJECT GOALS, BACKGROUND, AND ATTRIBUTES ......................................................... 1
1.1 Location and Setting ..................................................................................................................... 1
1.2 Project Goals and Objectives ........................................................................................................ 1
1.3 Project Approach .......................................................................................................................... 1
2.0 MONITORING PLAN ..................................................................................................................... 2
2.1 Streams .......................................................................................................................................... 3
2.1.1 Stream Success Criteria ........................................................................................................ 3
2.1.2 Stream Results ...................................................................................................................... 5
2.2 Vegetation ..................................................................................................................................... 5
2.2.1 Vegetation Success Criteria .................................................................................................. 5
2.2.2 Vegetation Results ................................................................................................................ 5
2.3 Wetland Hydrology ....................................................................................................................... 6
2.3.1 Wetland Hydrology Success Criteria .................................................................................... 6
2.3.2 Wetland Hydrology Results .................................................................................................. 7
2.4 Biotic Community Changes .......................................................................................................... 7
3.0 REFERENCES ................................................................................................................................. 8

TABLES
Table 1. Project Goals and Objectives ......................................................................................................... 1
Table 2. Project Mitigation Types and Units ............................................................................................... 2
Table 3. Monitoring Schedule ...................................................................................................................... 3
Table 4. Functional Goal/Objectives and Performance Standards ............................................................... 4
Table 5. Summary of Monitoring Period/Hydrology Success Criteria by Year .......................................... 7

APPENDICES
Appendix A. Figures
Figure 1. Site Location
Figure 2. Current Conditions Plan View
Appendix B. Stream Data
Tables 6A-6D. Baseline Morphology and Hydraulic Summary
Tables 7A-7H. Morphology and Hydraulic Monitoring Summary
Cross-section Plots
Appendix C. Vegetation Data
Table 8. Total and Planted Stems by Plot and Species
Vegetation Plot Photographs
Appendix D. Hydrology Data
Table 9. UT1 Channel Evidence
Stream Gauge Graph
Table 10. Verification of Bankfull Events
Table 11. Groundwater Hydrology Data
Groundwater Gauge Graphs
Soil Temperature Graph
Appendix E. Benthic Data
Results
Field Habitat Forms
Appendix F. Photo Log

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 1
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
1.0 PROJECT GOALS, BACKGROUND, AND ATTRIBUTES

1.1 Location and Setting
Restoration Systems, LLC has established the Motes Creek Bank Site (hereafter referred to as the “Site”)
as part of the Cape Fear 02 Umbrella Mitigation Bank. The Site is located approximately 8 miles southeast
of Burlington within the 14-digit Cataloging Unit and Targeted Local Watershed 03030002050040 of the
Cape Fear River Basin. The main hydrologic features include Motes Creek, three unnamed tributaries (UT)
to Motes Creek, and adjacent floodplains.

The Site encompasses 19 acres of land located south of Mount Willen Road, approximately 2300 feet east
of the intersection of Mount Willen Road and NC Highway 54. Prior to construction, the Site was
characterized by disturbed forest and agricultural land used for livestock grazing and hay production. Site
streams were accessible by livestock, cleared of forest vegetation, and received nonpoint source inputs
including agricultural chemicals and livestock waste. In addition, Site floodplains were characterized by
0.44 acre of disturbed wetland and 0.70 acre of drained hydric soil.

1.2 Project Goals and Objectives
Site activities included the restoration and enhancement of Site streams and riparian wetlands. The
following table summarizes the project goals/objectives and proposed functional uplift based on Site
restoration activities and observations of reference areas.

Table 1. Project Goals and Objectives
Project Goal/Objective How Goal/Objective will be Accomplished
Improve Hydrology
Floodplain Connectivity Reconnect channels with historic floodplains
Floodplain Resistance Plant woody riparian buffers; increase microtopography
Stream Stability & Sediment Transport Reconstruct stream channels, sized to convey bankfull discharges and
watershed sediment supplies
Surface and Subsurface Storage and Retention
Channels constructed or raised to historic floodplain elevations;
increased floodplain hydraulic resistance by planting woody vegetation
and increasing microtopography
Improve Water Quality
Remove Pollutant Sources Cattle exclusion and/or cessation of agricultural practices
Upland Pollutant Filtration Plant woody riparian buffers; construct marsh treatment features
intercepting overland flows
Floodplain Biogeochemical Processing Increase floodplain connectivity; plant woody riparian buffers; increase
microtopography; construct marsh treatment areas
Thermal Regulation Plant woody riparian buffers to provide shade
Restore Habitat
In-channel Habitat Construct stable channels, geomorphology designed to increase hydraulic
and bedform habitat heterogeneity
Riparian Habitat and Structure Plant native, woody riparian buffers providing foraging, nesting, and
cover for terrestrial species as well as refugia for aquatic species

1.3 Project Approach
Restoration and protection of aquatic resources with a conservation easement will result in net gains in
hydrology, water quality, and habitat functions at the Site and the Cape Fear 02 watershed. Site construction
was completed on December 4, 2017 to February 9, 2018 and Site planting was completed on February 27,
2018. A summary of mitigation activities is summarized as follows and in Table 2.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 2
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
• Providing 5345 SMUs by the following:
o Restoring approximately 4879 linear feet of perennial stream channels through construction of
stable stream channels in the historic floodplain location and elevation;
o Enhancing (level I) approximately 689 linear feet of stream channel by installing grade control
structures, adjusting channel dimension, and planting of riparian buffers with native woody
vegetation; and
o Enhancing (level II) approximately 397 linear feet of stream channel by fencing livestock from
the 50-foot vegetated buffer, supplemental planting of riparian buffers with native woody
vegetation, and controlling invasive species.
• Providing 0.92 WMUs by the following:
• Restoring approximately 0.7 acres of riparian wetlands by reconstructing stream channels
within the historic floodplain, removing livestock and row crop production, rehydrating
floodplain soils, and planting with native woody vegetation; and
• Enhancing approximately 0.44 acres of riparian wetlands by supplemental planting areas
of disturbed forest, or removing livestock and planting with native forest vegetation.
• Planting a native woody riparian buffer adjacent to all streams within the Site.
• Protecting the Site in perpetuity with conservation easements.

Table 2. Project Mitigation Types and Units
Stream Mitigation Type Linear Feet Ratio Stream Mitigation Units
Restoration 4879-152 = 4727* 1:1 4727
Enhancement (Level I) 689 1.5:1 459
Enhancement (Level II) 397 2.5:1 159
Totals 5965 5345
Wetland Mitigation Type Acreage Ratio Riparian Wetland
Mitigation Units
Riparian Restoration 0.70 1:1 0.70
Riparian Enhancement 0.44 2:1 0.22
Totals 1.14 0.92
*152 linear feet is non-crediting generating because it is located within three breaks in the easement.

2.0 MONITORING PLAN
Monitoring requirements and success criteria outlined in this plan follow the October 24, 2016 NC
Interagency Review Team Wilmington District Stream and Wetland Compensatory Mitigation Update
(NCIRT 2016). Monitoring data collected at the Site should include reference photos, plant survival
analysis, channel stability analysis, and biological data.

Wetland hydrology is proposed to be monitored for a period of seven years (years 1-7). Riparian vegetation
and stream morphology is proposed to be monitored for a period of seven years with measurements
completed in years 1-3, year 5, and year 7. Macroinvertebrate sampling will be conducted in year 3, 5, and
7, although there are no performance standards tied to the results. Monitoring reports for years 4 and 6 will
include photo documentation of stream stability and wetland hydrology monitoring data. If monitoring
demonstrates the Site is successful by year 5 and no concerns have been identified, the Sponsor may propose
to terminate monitoring at the Site and forego monitoring requirements for years 6 and 7. Early closure
will only be provided through written approval from the USACE in consultation with the Interagency
Review Team (IRT). Monitoring will be conducted by Axiom Environmental, Inc. Annual monitoring
reports of the data collected will be submitted to the IRT by the Sponsor no later than December 31 of each
monitoring year data is collected. The following table provides a monitoring schedule.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 3
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Table 3. Monitoring Schedule
Resource Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7
Streams
Wetlands
Vegetation
Macroinvertebrates
Visual Assessment
Report Submittal

2.1 Streams
Ninety-seven permanent, monumented cross-sections were installed at an approximate frequency of one
per 50 bankfull-widths, measured along the thalweg, along every reach where Stream Restoration
mitigation activities were utilized. In general, cross-section locations were selected to equally represent
pool and riffle areas and include areas more likely to exhibit instability. Cross-section locations are detailed
in Figure 2 (Appendix A).

Wolman Pebble Counts shall be conducted annually at a representative subset of cross-sections for the Site,
spaced approximately 1000 linear feet apart, as measured along the thalweg, for longer Stream Restoration
reaches. For shorter Stream Restoration reaches, at a minimum, at least one Wolman Pebble Count shall
be conducted on each channel of at least 500 linear feet in length.

Longitudinal profiles of thalweg, water surface, bankfull, and top-of-bank of each Stream Restoration reach
are provided in the Site as-built survey. Additional profile surveys during the Stream Monitoring Period
shall not be required unless evidence of bed and/or bank instability is observed. In such cases, the USACE,
in consultation with the IRT, shall determine if remedial measures are necessary. If remedial measures are
necessary, remedial monitoring and reporting may include additional longitudinal profiles.

Two stream flow gauges were installed in the lower reaches of UT 1 (Figure 2, Appendix A).

Determinations regarding the occurrence of bankfull events shall be based on the observation of overbank
events utilizing a combination of staff gauges, automated trail cameras, as well as physical evidence of
overbank flooding. Physical indicators, which are easily observable, include floodplain scour, vegetation
flattening, sediment deposition on floodplains and wrack lines consisting of deposited debris associated
with stream discharges. The presence of physical indicators supporting bankfull event determinations shall
be photodocumented. Each bankfull monitoring event may be reported separately to the USACE from
annual monitoring reports.

2.1.1 Stream Success Criteria
Monitoring and success criteria for the Site should relate to project goals and objectives determined by NC
SAM and NC WAM functional assessment methods (NCWAT 2010, NCSAT 2015). From a mitigation
perspective, several of the goals and objectives are assumed to be functionally elevated by restoration
activities without direct measurement. Other goals and objectives will be considered successful upon
achieving stream, wetland, and/or vegetation success criteria. The following table summarizes stream
success criteria related to goals and objectives.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 4
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Table 4. Functional Goal/Objectives and Performance Standards
Functional Goals/Objectives Performance Standards and Monitoring
(1) Hydrology
(4)Microtopography Removal of cattle, and attaining Vegetation Success Criteria
(3) Stream Stability Cross-sections, monitored annually, will be compared to as-
built measurements to document channel stability and
maintenance of channel geomorphology
(4) Channel Stability
(4) Sediment Transport
(2) Surface Storage and Retention Four overbank events in separate monitoring years, and
attaining Wetland and Vegetation Success Criteria (2) Subsurface Storage and Retention
(1) Water Quality
(2) Stream-side Area Vegetation Attaining Wetland and Vegetation Success Criteria (3) Upland Pollutant Filtration
(2) Indicators of Stressors Removal of cattle, fencing intact, and easement encroachment
avoided.
(2) Aquatic Life Tolerance
Cross-sections, monitored annually, will be compared to as-
built measurements to document channel stability and
maintenance of channel geomorphology and attaining
Vegetation Success Criteria
(2) Pathogen Change Removal of cattle, documentation of four overbank events in
separate monitoring years, and attaining Wetland and
Vegetation Success Criteria
(2) Particulate Change
(2) Soluble Change
(2) Physical Change
(1) Habitat
(2) In-stream Habitat Cross-sections, monitored annually, will be compared to as-
built measurements to document channel stability and
maintenance of channel geomorphology and attaining
Vegetation Success Criteria
(3) Substrate
(3) Stream Stability
(3) In-stream Habitat
(2) Stream-side Habitat Attaining Vegetation Success Criteria
(2) Physical Structure
Pebble counts documenting coarsening of bed material from
pre-existing conditions of sand and silt to post restoration
conditions of gravel and cobble, and attaining Vegetation
Success Criteria
(2) Landscape Patch Structure Attaining Vegetation Success Criteria (2) Vegetative Composition

Stream success will be documented with measurements of stream stability including bank-height-ratio and
entrenchment ratio. Specifically, bank-height-ratios shall not exceed 1.2 in regions of channel altered
through design. In addition, the entrenchment ratio shall be no less than 2.2 within E-type or C-type
channels and no less than 1.4 for B-type channels.

Project channels shall remain stable and all other performance standards shall be met through four separate
bankfull events, occurring in separate years, during the monitoring years 1 through 7.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 5
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Channels with intermittent, or questionable stream discharge (specifically UT 1) have stream flow gauges
installed to document flow in the channel. Automated trail cameras were mounted in conjunction with
stream flow gauges to document flow duration as well. Success of intermittent streams is expected to
include 30 consecutive days of flow, along with more than one indicator of an ordinary high water mark as
outlined in Regulatory Guidance Letter 05-05.

2.1.2 Stream Results
Year 5 (2022) stream measurements were performed January 13-18, 2022. As a whole, monitoring
measurements indicate minimal changes in the cross-sections as compared to as-built data. The channel
geometry compares favorably with the proposed conditions as set forth in the detailed mitigation plan and
as constructed.

Across the site, all in-stream structures are intact and functioning as designed. No stream areas of concern
were identified during year 5 (2022) monitoring. Tables for year 5 (2022) data and annual quantitative
assessments are included in Appendix B.

Two bankfull events were documented during year 5 (2022) for a total of 11 bankfull events during the
monitoring period to-date, with events occurring during each of the 5 monitoring years (Table 10, Appendix
D).

Channel formation was evident in UT 1 in year 5 (2022). The two stream flow gauges and trail cameras
documented 153 and 264 consecutive days of stream flow during year 5 (2022). The approximate locations
of stream flow gauges are depicted on Figure 2 (Appendix A); a table containing channel formation
indicators as well as stream flow gauge data are included in Appendix D.

2.2 Vegetation
After planting was completed 17 vegetation sampling, sample plots (10-meter by 10-meter) were installed
and measured within the Site as per guidelines established in CVS-EEP Protocol for Recording Vegetation,
Version 4.2 (Lee et al. 2008). In each sample plot, vegetation parameters to be monitored include species
composition and species density. Visual observations of the percent cover of shrub and herbaceous species
will also be documented by photograph.

2.2.1 Vegetation Success Criteria
An average density of 320 planted stems per acre must be surviving in the first three monitoring years.
Subsequently, 290 planted stems per acre must be surviving in year 4, 260 planted stems per acre in year 5,
and 210 planted stems per acre in year 7. In addition, planted vegetation must average 10 feet in height in
each plot at year 7 since this Site is located in the Piedmont. Volunteer stems may be considered on a case-
by-case basis in determining overall vegetation success; however, volunteer stems should be counted
separately from planted stems.

2.2.2 Vegetation Results
Year 5 (2022) stem count measurements were performed on October 12, 2022 and indicate an average of
726 planted stems per acre (excluding livestakes) across the Site; therefore, the Site is meeting vegetation
success criteria. Additionally, all 17 individual vegetation plots met success criteria based on planted stems
alone. Year 5 (2022) vegetation plot information can be found in Appendix C.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 6
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
2.3 Wetland Hydrology
Four groundwater monitoring gauges were installed at the Site in locations depicted on Figure 2 (Appendix
A) to take measurements after hydrological modifications were performed. Hydrological sampling will
continue throughout the growing season at intervals necessary to satisfy jurisdictional hydrology success
criteria (USEPA 1990). In addition, rainfall data will be used for comparison of groundwater conditions
with extended drought conditions. Visual observations in addition to automated trail cameras will be
utilized to confirm overbank flooding events.

2.3.1 Wetland Hydrology Success Criteria
Monitoring and success criteria for wetland re-establishment should relate to project goals and objectives.
From a mitigation perspective, several of the goals and objectives are assumed to be functionally elevated
by restoration activities without direct measurement. Other goals and objectives will be considered
successful upon achieving vegetation success criteria. The following summarizes wetland success criteria
related to goals and objectives.

According to the Soil Survey of Alamance County (USDA 1960), the growing season occurs from April
17 – October 22. However, the start date for the growing season is not typical for the Piedmont region;
therefore, for purposes of this project gauge hydrologic success will be determined using data from March
1 - October 22 to more accurately represent the period of biological activity. For wetland success criteria,
March 1 shall be the earliest a growing season may start. Confirmation of the growing season must be
accompanied by evidence of biological activity (bud burst and soil temperature). The growing season will
not be considered to have started on March 1 if bud burst and soil temperature data do not meet the criteria
outlined below.

Based on growing season information outlined in the Regional Supplement to the Corps of Engineers
Wetland Delineation Manual: Eastern Mountains and Piedmont Region (USACE 2012), this will be
confirmed annually by soil temperatures exceeding 41 degrees Fahrenheit at 12 inches depth and/or bud
burst. Bud burst is expected to follow the definition of “above ground growth” as outlined in the regional
supplement (USACE 2012) including the emergence of herbaceous plants from the ground, appearance of
new growth from vegetative crowns, sprouting seeds, green foliage visible between spreading bud scales,
emergence or elongation of leaves of woody plants, and/or emergence of flowers. Bud burst, or “above
ground growth” is expected to be observed on two, or more species of plant to satisfy this criterion.
Photographic evidence of bud burst and field logs of date and temperature will be included in the annual
monitoring reports.

Target hydrological characteristics include saturation or inundation for 10 percent of the monitored period
(March 1-October 22), during average climatic conditions. During years with atypical climatic conditions,
groundwater gauges in reference wetlands may be used to ascertain if hydrology data may be modified by
the IRT for that particular year. Reference gauge data is not proposed to alter growing season lengths, or
hydrology success criteria without consent for the IRT.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 7
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Table 5. Summary of Monitoring Period/Hydrology Success Criteria by Year
Year Soil Temperatures/Date Bud
Burst Documented
Monitoring Period Used for
Determining Success**
10 Percent of
Monitoring Period
2018 (Year 1) March 6, 2018* March 6-October 22
(230 days) 23 days
2019 (Year 2) March 1, 2019* March 1-October 22
(235 days) 24 days
2020 (Year 3) March 2, 2020* March 2-October 22
(234 days) 23 days
2021 (Year 4) March 1, 2021* March 1-November 9
(254 days) 26 days
2022 (Year 5) March 1, 2022* March 1-October 22
(235 days) 24 days
* Based on documented bud burst and data collected from a soil temperature data logger located on the Site.
** During years 1-3, the growing season was determined based the Soil Survey of Alamance County (April 17 – October 22).
However, based on a 2021 discussion with the IRT, concern arose that the Soil Survey growing season does not accurately represent
the current growing season end date. As a result, the growing season methodology was changed to use the most current WETS
(USDA 2021) data to determine the growing season end date. After year 4 review, the IRT requested that providers use the growing
season methodology from the approved mitigation plan.

2.3.2 Wetland Hydrology Results
All four groundwater gauges were successful in year 5 (2022). Gauge 4 appeared to have malfunctioned,
showing erratic readings beginning on March 12. It was re-launched on April 28, but readings continued
to appear erratic, so it was relaunched again on July 10. Readings after July 10 appear to be correct, and
the gauge met success criteria during this time. Based on previous years data, the current year’s data from
gauges 1-3, and field observations of saturation in the area surrounding gauge 4 well into the growing
season, it is expected to have captured a significantly longer hydroperiod if functioning properly.
Groundwater hydrology data is in Appendix D.

2.4 Biotic Community Changes
Macroinvertebrate sampling will be conducted in accordance with the “Qual 4” method described in
Standard Operating Procedures for Collection and Analysis of Benthic Macroinvertebrates, Version 5.0
(NCDWR 2016). In addition, sampling will occur during the “index period” referenced in Small Streams
Biocriteria Development (NCDWQ 2009). Results will be presented on a site-by-site basis and will include
a list of taxa collected, an enumeration of Ephemeroptera, Plecoptera, and Trichoptera taxa, as well as
Biotic Index values. Post-construction macroinvertebrate sampling occurred during year 5 (2022), in
accordance with the monitoring schedule (Table 3). Samples were collected June 7, 2022 and were sent to
a qualified lab (Pennington and Associates Inc.) for processing; results and habitat data forms are included
in Appendix F.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report page 8
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
3.0 REFERENCES

Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for Recording
Vegetation. Version 4.2. North Carolina Department of Environment and Natural Resources,
Ecosystem Enhancement Program. Raleigh, North Carolina.

North Carolina Division of Water Resources (NCDWR). 2016. Standard Operating Procedures for
Collection and Analysis of Benthic Macroinvertebrates (Version 5.0). (online). Available:
https://files.nc.gov/ncdeq/Water%20Quality/Environmental%20Sciences/BAU/NCDWRMacroin
vertebrate-SOP-February%202016_final.pdf

North Carolina Division of Water Quality (NCDWQ). 2009. Small Streams Biocriteria Development.
Available: http://portal.ncdenr.org/c/document_library/get_file?uuid=2d54ad23-0345-4d6e-82fd-
04005f48eaa7&groupId=38364

North Carolina Interagency Review Team (NCIRT). 2016. Wilmington District Stream and Wetland
Compensatory Mitigation Update.

North Carolina Stream Functional Assessment Team. (NC SFAT 2015). N.C. Stream Assessment
Method (NC SAM) User Manual. Version 2.1.

North Carolina Wetland Functional Assessment Team. (NC WFAT 2010). N.C. Wetland Assessment
Method (NC WAM) User Manual. Version 4.1.
United States Department of Agriculture (USDA). 1960. Soil Survey of Alamance County, North
Carolina. Soil Conservation Service.

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Appendix A.
Figures

Figure 1. Site Location
Figure 2. Current Conditions Plan View

Copyright:© 2013 National Geographic Society, i-cubed
FIGURE
Drawn by:
Date:
Scale:
Project No.:
KRJ
FEB 2018
1:20000
15-007.01
Title:
Project:
Prepared for:
Alamance County, NC
MOTES CREEKMITIGATION BANK
SITE LOCATION
1
³
0 1 20.5 Miles
Notes:
Background Imagery Sources
(Provided by ESRI Data and
Maps):
1. Physical Map of the United
States (2009) Created by the
U.S. Park Service (Upper
Inset)
2. DeLorme World Basemap
digital mapping (2010, lower
inset)
3. Saxapahaw, NC (1972)
and Mebane, NC (1969) 7.5-
Minute Topographic
Quadrangles provided by the
U.S. Geological Survey
Copyright:© 2013 National Geographic Society,
i-cubed
Copyright:© 2014 DeLorme
¬«54
M t .W i l l e n R o a d D
o
d
s
o
n
L
a
n
e
¬«54
§¨¦40 §¨¦85
Directions to the Bank from Raleigh:
-> From Raleigh travel west on I-40 for ~ 22 miles
-> Take Exit 273A onto NC-54W towards Chapel Hill and follow for ~ 3.1 miles
-> Merge onto US-15/501 S toward NC-54 W (Carrboro/Pittsboro) and follow for ~ 2 miles
-> Stay straight onto NC-54 W (Fordham Blvd) and follow for ~ 16.5 miles
-> Turn right onto Mt. Willen Road and follow for ~ 0.5 mile
->The Bank is located south of Mt. Willen Road
Latitude: 35.988974° N, Longitude: 79.283907° W
Legend
Motes Creek Site
County Lines (Inset)
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NC Center for Geographic Information & Anaylsis
FIGURE
Drawn by:
Date:
Scale:
Project No.:
KRJ
OCT 2022
1:2500
15-007.01
Title:
Project:
Prepared for:
Alamance County, NC
MOTES CREEKMITIGATIONBANK
CURRENTCONDITIONSPLAN VIEW
2
³
Legend
Motes Creek Easement = 19.1 ac
Stream Restoration = 4727 ft
Stream Enhancement (Level I) = 689 ft
Stream Enhancement (Level II) = 397 ft
Wetland Restoration = 0.70 ac
Wetland Enhancement = 0.44 ac
Cross Sections
CVS Plots Meeting Success Criteria During MY-5 (2022)
!(Groundwater Gauges Meeting Success Criteria during MY-5 (2022)
#*Stream Gauge
0 500 1,000250Feet
UT-1
M
o
t
e
s
C
r
e
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k
UT-2
UT-3
1
2
3
4

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Appendix B
Morphological Summary Data and Plots

Tables 6A-6D. Baseline Morphology and Hydraulic Summary
Tables 7A-7H. Morphology and Hydraulic Monitoring Summary
Cross-section Plots
Parameter
Dimension Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
BF Width (ft)10.3 20.9 14.1 8 12.1 8.1 10.7 11.3 11 10.4 13.8 12.1 9.8 15.7 12.1
Floodprone Width (ft)17 100 43 15 25 18 122 140 131 30 150 75 50
BF Cross Sectional Area (ft2)9 11.9 10.5 8 14.7 9 11.9 10.5 6.1 16.0 9.4
BF Mean Depth (ft)0.4 1.1 0.8 0.8 1 0.8 1.3 1.4 1.4 0.9 1 0.8 0.6 1.0 0.8
BF Max Depth (ft)0.9 1.9 1.5 1.1 1.4 1.4 1.9 2 2 1 1.4 1.2 0.8 1.7 1.2
Width/Depth Ratio 10 52 23 8 15.1 10.1 8 9 9 12 16 14 12 22 16
Entrenchment Ratio 1.7 8.9 3.1 1.9 2.2 2.1 11 13 12 4.8 11.6 6.1 3.2 5.1 4.1
Bank Height Ratio 1.2 3.5 2 1 1.8 1 1.4 1 1.2 1.1 1.0
Wetted Perimeter(ft)============10.2 16.1 12.5
Hydraulic radius (ft)============0.4 1.0 0.8
Pattern
Channel Beltwidth (ft)20 38 22.8 17 36 29.8 22 65 36 22 65 36
Radius of Curvature (ft)11 27 16.5 9 113 30.6 22 129 36 22 129 36
Meander Wavelength (ft)44 116 68.4 10 91 62.9 67 155 103 67 155 103
Meander Width ratio 2.4 4.7 2.8 1.5 3.5 2.7 2 5 3 2 5 3
Profile
Riffle length (ft)=========10 72 24
Riffle slope (ft/ft)1.00%5.76%3.16%0.20%1.20%0.98%0.82%2.14%1.90%0.00%3.11%1.45%
Pool length (ft)=========5 41 20
Pool spacing (ft)25 69 37.2 2 7.4 4 34 103 49 34 103 49
Substrate
d50 (mm)===============
d84 (mm)===============
Additional Reach Parameters
Valley Length (ft)============1640
Channel Length (ft)============1886
Sinuosity 1.08 1.2 1.46 1.15 1.15
Water Surface Slope (ft/ft)1.06%2.58%0.53%0.68 -
1.19%
0.93%
BF slope (ft/ft)===============
Rosgen Classification C/F 5 E 4/5 E 4/5 E/C 3/4 E/C 3/4
Table 6A. Baseline Morphology and Hydraulic Summary
USGS Gage Data Pre-Existing
Condition
Project Reference
Cedarock Park Design As-builtProject Reference
Causey Farm
Motes Creek
USGS gage data is
unavailable for this
project
No pattern of riffles
and pools due to
straightening activties
No pattern of riffles
and pools due to
straightening activties
Parameter
Dimension Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
BF Width (ft)4.6 9.6 7.6 8 12.1 8.1 10.7 11.3 11 7.6 8.8 8.2 8.6 12.3 10.3
Floodprone Width (ft)10 50 40 15 25 18 122 140 131 30 90 50 50
BF Cross Sectional Area (ft2)5.3 8 14.7 4.8 3.0 8.6 5.3
BF Mean Depth (ft)0.3 1.2 0.7 0.8 1 0.8 1.3 1.4 1.4 0.5 0.6 0.6 0.3 0.8 0.5
BF Max Depth (ft)0.7 1.6 1.3 1.1 1.4 1.4 1.9 2 2 0.7 0.9 0.8 0.6 1.3 0.8
Width/Depth Ratio 4 32 16 8 15.1 10.1 8 9 9 12 16 14 13 29 19
Entrenchment Ratio 1.4 11 5.8 1.9 2.2 2.1 11 13 12 4.3 12.9 7.1 4.1 5.8 4.9
Bank Height Ratio 1.3 2.6 2 1 1.8 1 1.4 1 1.2 1.1 1.0
Wetted Perimeter(ft)============8.7 12.6 10.5
Hydraulic radius (ft)============0.3 0.8 0.5
Pattern
Channel Beltwidth (ft)20 38 22.8 17 36 29.8 16 41 25 16 41 25
Radius of Curvature (ft)11 27 16.5 9 113 30.6 16 82 25 16 82 25
Meander Wavelength (ft)44 116 68.4 10 91 62.9 49 98 70 49 98 70
Meander Width ratio 2.4 4.7 2.8 1.5 3.5 2.7 2 5 3 2 5 3
Profile
Riffle length (ft)=========4 60 16
Riffle slope (ft/ft)1.00%5.76%3.16%0.20%1.20%0.98%1.73%2.59%2.30%0.00%3.89%1.53%
Pool length (ft)=========4 30 14
Pool spacing (ft)25 69 37.2 2 7.4 4 24 66 33 24 66 33
Substrate
d50 (mm)===============
d84 (mm)===============
Additional Reach Parameters
Valley Length (ft)============1204
Channel Length (ft)============1385
Sinuosity 1.11 1.2 1.46 1.15 1.15
Water Surface Slope (ft/ft)1.72%2.58%0.53%0.68 -
1.19%
1.39%
BF slope (ft/ft)===============
Rosgen Classification Cg5 E 4/5 E 4/5 E/C 3/4 E/C 3/4
Table 6B. Baseline Morphology and Hydraulic Summary
Motes Creek - UT 1
USGS Gage Data Pre-Existing
Condition
Project Reference
Cedarock Park
Project Reference
Causey Farm Design As-built
USGS gage data is
unavailable for this
project
No pattern of riffles
and pools due to
straightening activties
No pattern of riffles
and pools due to
straightening activties
Parameter
Dimension Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
BF Width (ft)5.4 11.5 8.3 8 12.1 8.1 10.7 11.3 11 7.6 11 9.3 7.9 11.8 9.4
Floodprone Width (ft)12 75 31 15 25 18 122 140 131 30 150 75 50
BF Cross Sectional Area (ft2)4.8 7..6 6.2 8 14.7 4.8 7.6 6.2 2.8 12.2 6.0
BF Mean Depth (ft)0.4 0.9 0.8 0.8 1 0.8 1.3 1.4 1.4 0.5 0.7 0.6 0.3 1.0 0.6
BF Max Depth (ft)0.9 1.5 1.3 1.1 1.4 1.4 1.9 2 2 0.7 1.1 0.9 0.5 1.7 1.0
Width/Depth Ratio 6 29 12 8 15.1 10.1 8 9 9 12 16 14 11 26 15
Entrenchment Ratio 1.4 8.1 3.8 1.9 2.2 2.1 11 13 12 4.3 14.5 8.4 1.8 6.3 5.3
Bank Height Ratio 1.7 2.4 2 1 1.8 1 1.4 1 1.2 1.1 1.0
Wetted Perimeter(ft)============8.0 12.5 10.1
Hydraulic radius (ft)============0.3 1.0 0.6
Pattern
Channel Beltwidth (ft)20 38 22.8 17 36 29.8 16 52 28 16 52 28
Radius of Curvature (ft)11 27 16.5 9 113 30.6 16 103 28 16 103 28
Meander Wavelength (ft)44 116 68.4 10 91 62.9 49 124 79 49 124 79
Meander Width ratio 2.4 4.7 2.8 1.5 3.5 2.7 2 5 3 2 5 3
Profile
Riffle length (ft)=========3 80 15
Riffle slope (ft/ft)1.00%5.76%3.16%0.20%1.20%0.98%1.73%2.59%2.02%0.00%4.87%1.40%
Pool length (ft)=========8 32 16
Pool spacing (ft)25 69 37.2 2 7.4 4 24 83 37 24 66 33
Substrate
d50 (mm)===============
d84 (mm)===============
Additional Reach Parameters
Valley Length (ft)============1661
Channel Length (ft)============1910
Sinuosity 1.09 1.2 1.46 1.15 1.15
Water Surface Slope (ft/ft)1.28 =-
1.54%
2.58%0.53%1.08 -
1.44%
1.28%
BF slope (ft/ft)===============
Rosgen Classification Eg5 E 4/5 E 4/5 E/C 3/4 E/C 3/4
Table 6C. Baseline Morphology and Hydraulic Summary
Motes Creek - UT 2
USGS Gage Data Pre-Existing
Condition
Project Reference
Cedarock Park
Project Reference
Causey Farm Design As-built
USGS gage data is
unavailable for this
project
No pattern of riffles
and pools due to
straightening activties
No pattern of riffles
and pools due to
straightening activties
Parameter
Dimension Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
BF Width (ft)4.3 5.3 4.8 8 12.1 8.1 10.7 11.3 11 7.6 8.8 8.2 7.3 9.6 8.4
Floodprone Width (ft)50 15 25 18 122 140 131 30 90 50 50
BF Cross Sectional Area (ft2)3.9 8 14.7 4.8 1.3 5.0 3.6
BF Mean Depth (ft)0.7 0.9 0.8 0.8 1 0.8 1.3 1.4 1.4 0.5 0.6 0.6 0.1 0.6 0.5
BF Max Depth (ft)1 1.3 1.2 1.1 1.4 1.4 1.9 2 2 0.7 0.9 0.8 0.3 1.1 0.8
Width/Depth Ratio 4.8 7.6 6.2 8 15.1 10.1 8 9 9 12 16 14 13 71 18
Entrenchment Ratio 9.4 11.6 10.5 1.9 2.2 2.1 11 13 12 4.3 12.9 7.1 3.1 6.8 6.0
Bank Height Ratio 1.7 1 1.8 1 1.4 1 1.2 1.1 1.0
Wetted Perimeter(ft)============7.6 9.7 8.7
Hydraulic radius (ft)============0.1 0.6 0.5
Pattern
Channel Beltwidth (ft)20 38 22.8 17 36 29.8 16 41 25 16 41 25
Radius of Curvature (ft)11 27 16.5 9 113 30.6 16 82 25 16 82 25
Meander Wavelength (ft)44 116 68.4 10 91 62.9 49 98 70 49 98 70
Meander Width ratio 2.4 4.7 2.8 1.5 3.5 2.7 2 5 3 2 5 3
Profile
Riffle length (ft)=========6 22 13
Riffle slope (ft/ft)1.00%5.76%3.16%0.20%1.20%0.98%1.73%2.59%2.30%0.23%4.22%1.73%
Pool length (ft)=========7 18 11
Pool spacing (ft)25 69 37.2 2 7.4 4 24 66 33 24 66 33
Substrate
d50 (mm)===============
d84 (mm)===============
Additional Reach Parameters
Valley Length (ft)============269
Channel Length (ft)============309
Sinuosity 1.13 1.2 1.46 1.15 1.15
Water Surface Slope (ft/ft)1.49%2.58%0.53%1.44%1.46%
BF slope (ft/ft)===============
Rosgen Classification Eg4 E 4/5 E 4/5 E/C 3/4 E/C 3/4
Table 6D. Baseline Morphology and Hydraulic Summary
Motes Creek - UT 3
USGS Gage Data Pre-Existing
Condition
Project Reference
Cedarock Park
Project Reference
Causey Farm Design As-built
USGS gage data is
unavailable for this
project
No pattern of riffles
and pools due to
straightening activties
No pattern of riffles
and pools due to
straightening activties
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)15.5 14.8 15.6 17.0 16.4 15.0 14.0 14.0 15.9 16.4 14.5 15.7 14.8 20.7 18.1 10.7 11.6 11.2 12.2 11.7 14.6 16.9 16.2 16.7 14.1
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------
BF Cross Sectional Area (ft2)16.0 13.1 15.4 15.4 15.4 14.4 12.6 12.9 12.9 12.9 12.9 11.8 12.9 12.9 12.9 7.1 7.1 7.1 7.1 7.1 16.0 16.0 16.0 16.0 16.0
BF Mean Depth (ft)1.0 0.9 1.0 0.9 0.9 1.0 0.9 0.9 0.8 0.8 0.9 0.8 0.9 0.6 0.7 0.7 0.6 0.6 0.6 0.6 1.1 0.9 1.0 1.0 1.1
BF Max Depth (ft)1.7 1.5 1.6 1.6 1.6 1.5 1.4 1.4 1.5 1.5 1.3 1.1 1.4 1.2 1.3 1.1 1.0 1.0 0.9 1.0 2.1 2.2 2.2 2.2 2.2
Low Bank Height (ft)1.7 1.5 1.6 1.7 1.6 1.5 1.4 1.4 1.6 1.5 1.3 1.1 1.4 1.2 1.2 1.1 1.0 1.0 0.9 1.0 2.1 2.2 2.2 2.3 2.3
Width/Depth Ratio 15.0 16.7 15.8 18.8 17.4 15.6 15.6 15.2 19.6 20.9 16.3 20.9 17.0 33.2 25.4 16.1 19.0 17.7 21.0 19.3 --------------------
Entrenchment Ratio 3.2 3.4 3.2 2.9 3.1 3.3 3.6 3.6 3.1 3.0 3.4 3.2 3.4 2.4 2.8 4.7 4.3 4.5 4.1 4.3 --------------------
Bank Height Ratio 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 --------------------
Wetted Perimeter (ft)16.1 15.2 16.0 17.5 16.9 15.5 14.5 14.4 19.6 16.9 14.9 16.0 15.1 21.0 18.4 11.1 11.8 11.5 12.5 11.9 15.3 17.7 17.0 17.7 15.1
Hydraulic Radius (ft)1.0 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.7 0.8 0.9 0.7 0.9 0.6 0.7 0.6 0.6 0.6 0.6 0.6 1.0 0.9 0.9 0.9 1.1
Substrate
d50 (mm)6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----
d84 (mm)30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)14.2 18.4 16.5 17.9 16.6 13.8 14.1 14.1 16.4 16.5 11.7 12.8 12.0 12.0 11.7 11.5 12.2 12.3 13.2 13.2 11.4 11.8 11.3 12.3 13.8
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)10.5 10.5 10.5 10.5 10.5 11.9 11.9 11.9 11.9 11.9 13.0 13.0 13.0 13.0 13.0 9.5 9.5 9.5 9.5 9.5 9.3 8.3 9.3 9.3 9.3
BF Mean Depth (ft)0.7 0.6 0.6 0.6 0.6 0.9 0.8 0.8 0.7 0.7 1.1 1.0 1.1 1.1 1.1 0.8 0.8 0.8 0.7 0.7 0.8 0.7 0.8 0.8 0.7
BF Max Depth (ft)1.2 1.1 1.1 1.2 1.2 1.5 1.5 1.4 1.4 1.4 1.8 1.7 1.8 1.8 1.9 1.2 1.2 1.2 1.2 1.2 1.3 1.1 1.3 1.3 1.2
Low Bank Height (ft)1.2 1.1 1.1 1.2 1.2 1.5 1.5 1.4 1.4 1.3 1.8 1.7 1.9 1.9 1.9 1.2 1.2 1.2 1.2 1.2 1.3 1.1 1.3 1.3 1.0
Width/Depth Ratio 19.2 32.2 25.9 30.5 26.3 16.0 16.7 16.7 22.6 22.9 --------------------13.9 15.7 15.9 18.3 18.5 14.0 16.8 13.7 16.3 20.4
Entrenchment Ratio 3.5 2.7 3.0 2.8 3.0 3.6 3.5 3.5 3.0 3.0 --------------------4.3 4.1 4.1 3.8 3.8 4.4 4.2 4.4 4.1 3.6
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.94 --------------------1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8
Wetted Perimeter (ft)14.6 18.7 16.8 18.2 16.9 14.4 14.6 14.7 16.9 17.0 12.5 13.6 12.7 12.7 12.6 11.9 12.6 12.7 13.6 13.6 11.8 12.1 11.7 12.7 14.1
Hydraulic Radius (ft)0.7 0.6 0.6 0.6 0.6 0.8 0.8 0.8 0.7 0.7 1.0 1.0 1.0 1.0 1.0 0.8 0.8 0.7 0.7 0.7 0.8 0.7 0.8 0.7 0.7
Substrate
d50 (mm)6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----
d84 (mm)30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----
Table 7A. Morphology and Hydraulic Monitoring Summary
Motes Creek
XS 1 Riffle (Motes Creek)XS 2 Riffle (Motes Creek)XS 3 Riffle (Motes Creek)XS 4 Riffle (Motes Creek)XS 5 Pool (Motes Creek)
XS 6 Riffle (Motes Creek)XS 7 Riffle (Motes Creek)XS 8 Pool (Motes Creek)XS 9 Riffle (Motes Creek)XS 10 Riffle (Motes Creek)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)12.7 11.8 12.9 13.4 14.2 11.6 12.8 14.4 12.2 13.5 12.1 13.1 10.1 9.5 9.5 13.5 13.8 13.0 15.6 15.7 11.0 12.0 12.0 11.5 11.2
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)9.0 7.7 9.0 9.0 9.0 6.5 6.5 6.5 6.5 6.5 13.0 13.0 13.0 13.0 13.0 8.4 7.7 8.1 8.1 8.1 6.1 6.1 6.1 6.1 6.1
BF Mean Depth (ft)0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 1.1 1.0 1.3 1.4 1.4 0.6 0.6 0.6 0.5 0.5 0.6 0.5 0.5 0.5 0.5
BF Max Depth (ft)1.1 0.9 1.1 1.1 1.0 0.8 0.8 0.7 1.3 1.3 1.9 1.9 2.1 1.9 2.0 1.0 0.9 0.9 0.9 1.0 0.9 0.8 0.7 0.8 0.8
Low Bank Height (ft)1.1 0.9 1.1 1.1 0.9 0.8 0.8 0.7 1.3 1.3 1.9 1.9 2.5 2.0 2.2 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.9
Width/Depth Ratio 17.9 18.1 18.5 20.0 22.3 20.7 25.2 31.9 22.9 28.0 --------------------21.7 24.7 20.9 30.0 30.4 19.8 23.6 23.6 21.7 20.8
Entrenchment Ratio 3.9 4.2 3.9 3.7 3.5 4.3 3.9 3.5 4.1 3.7 --------------------3.7 3.6 3.8 3.2 3.2 4.5 4.2 4.2 4.3 4.5
Bank Height Ratio 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 1.0 1.0 0.93 1.0 1.0 1.1 1.0 1.0
Wetted Perimeter (ft)13.0 12.2 13.2 13.7 14.4 11.8 13.0 14.5 12.7 14.2 13.2 14.1 14.1 11.0 10.8 13.8 14.0 13.2 15.8 16.0 11.4 12.2 12.2 11.7 12.0
Hydraulic Radius (ft)0.7 0.6 0.7 0.7 0.6 0.6 0.5 0.4 0.5 0.5 1.0 0.9 0.9 1.2 1.2 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5
Substrate
d50 (mm)6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----
d84 (mm)30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)11.3 11.8 10.5 11.2 11.9 8.9 9.1 6.4 6.3 7.9 9.8 10.1 10.3 12.0 10.5 14.6 17.0 17.1 18.8 20.4 11.2 12.0 11.2 18.5 18.5
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------
BF Cross Sectional Area (ft2)7.7 7.7 7.7 7.7 7.7 6.7 6.7 6.7 6.7 6.7 6.1 6.1 6.1 6.1 6.1 12.6 12.6 12.6 12.6 12.6 13.3 13.3 13.3 13.3 13.3
BF Mean Depth (ft)0.7 0.7 0.7 0.7 0.6 0.8 0.7 1.0 1.1 0.9 0.6 0.6 0.6 0.5 0.6 0.9 0.7 0.7 0.7 0.6 1.2 1.1 1.2 0.7
BF Max Depth (ft)1.0 1.1 1.2 1.4 1.5 1.7 1.7 1.6 1.6 1.6 0.9 0.8 1.1 1.0 1.0 1.3 1.1 1.2 1.1 1.1 2.1 2.2 2.0 1.4 1.3
Low Bank Height (ft)1.0 1.1 1.3 1.4 1.5 1.7 1.7 1.9 1.6 1.5 0.9 0.8 1.0 1.0 1.1 1.3 1.1 1.2 1.1 1.0 2.1 2.2 1.8 0.7 1.0
Width/Depth Ratio 16.6 18.1 14.3 16.3 18.4 --------------------15.7 16.7 17.4 23.6 18.1 16.9 22.9 23.2 28.1 33.1 --------------------
Entrenchment Ratio 4.4 4.2 4.8 4.5 4.2 --------------------5.1 5.0 4.9 4.2 4.8 3.4 2.9 2.9 2.7 2.4 --------------------
Bank Height Ratio 1.0 1.0 1.1 1.0 1.0 --------------------1.0 1.0 0.9 1.0 1.06 1.0 1.0 1.0 1.0 0.94 --------------------
Wetted Perimeter (ft)11.7 12.2 11.1 11.9 12.8 9.6 10.2 7.6 7.5 9.3 10.2 10.3 10.6 12.3 10.8 15.1 17.3 17.4 19.1 20.6 12.5 12.9 12.6 18.7 18.8
Hydraulic Radius (ft)0.7 0.6 0.7 0.6 0.6 0.7 0.7 0.9 0.9 0.7 0.6 0.6 0.6 0.5 0.6 0.8 0.7 0.7 0.7 0.6 1.1 1.0 1.1 0.7 0.7
Substrate
d50 (mm)6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----6.2 7.7 9.0 8.4 ----
d84 (mm)30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----30.0 34.0 36.0 36.0 ----
XS 15 Riffle (Motes Creek)
XS 16 Riffle (Motes Creek)XS 17 Pool (Motes Creek)XS 18 Riffle (Motes Creek)XS 19 Riffle (Motes Creek)XS 20 Pool (Motes Creek)
XS 11 Riffle (Motes Creek)XS 12 Riffle (Motes Creek)
Motes Creek
Table 7A continued. Morphology and Hydraulic Monitoring Summary
XS 13 Pool (Motes Creek)XS 14 Riffle (Motes Creek)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)9.0 14.5 10.9 15.3 15.4 10.0 9.9 9.2 9.3 11.2 14.7 16.6 14.6 14.3 14.8 10.6 10.2 9.9 9.3 10.3 12.0 11.1 10.1 9.0 7.2
Floodprone Width (ft)--------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)11.4 11.2 11.2 11.2 11.2 6.6 6.6 6.6 6.6 6.6 12.6 12.6 12.6 12.6 12.6 7.1 7.1 7.1 7.1 7.1 8.6 8.2 8.2 8.2 8.2
BF Mean Depth (ft)1.3 0.8 1.0 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.9 0.8 0.9 0.9 0.9 0.7 0.7 0.7 0.8 0.7 0.7 0.7 0.8 0.9 1.1
BF Max Depth (ft)1.8 1.7 1.9 1.7 1.6 1.0 1.0 1.0 1.0 1.1 1.4 1.5 1.9 1.7 1.8 1.1 1.1 1.2 1.0 1.1 1.2 1.3 1.4 1.5 1.6
Low Bank Height (ft)1.8 1.7 1.9 1.5 1.0 1.0 1.0 1.1 1.1 1.2 1.4 1.5 1.9 1.7 1.8 1.1 1.2 1.2 1.0 1.4 1.2 1.3 1.6 1.5 1.6
Width/Depth Ratio --------------------15.2 14.9 12.8 13.1 19.2 17.2 21.9 16.9 16.2 17.5 15.8 14.7 13.8 12.2 14.8 16.7 15.0 12.4 9.9 6.4
Entrenchment Ratio --------------------5.0 5.1 5.4 5.4 4.4 3.4 3.0 3.4 3.5 3.4 4.7 4.9 5.1 5.4 4.9 4.2 4.5 5.0 5.6 6.9
Bank Height Ratio --------------------1.0 1.0 1.1 1.1 1.08 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0 1.2 1.0 1.0 1.1 1.0 1.0
Wetted Perimeter (ft)10.7 15.2 12.2 16.2 16.1 10.3 10.2 9.6 9.7 11.6 15.1 17.0 15.3 15.0 15.5 10.9 10.6 10.4 9.8 10.8 12.4 11.4 10.8 9.9 8.3
Hydraulic Radius (ft)1.1 0.7 0.9 0.7 0.7 0.6 0.6 0.7 0.7 0.6 0.8 0.7 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 1.0
Substrate
d50 (mm)6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----
d84 (mm)30 34 36 36 ----30 34 36 36 ----30 34 36 36 ----30 34 36 36 ----30 34 36 36 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)10.5 11.4 10.2 10.6 10.2 12.2 13.4 11.5 9.5 10.4 15.7 15.6 15.5 14.2 14.7 10.2 10.2 9.4 11.4 11.1 13.5 13.6 12.6 15.0 16.5
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 ----------------------------------------
BF Cross Sectional Area (ft2)7.2 7.2 7.2 7.2 7.2 9.8 9.8 9.8 9.8 9.8 13.4 13.4 13.4 13.4 13.4 11.7 11.7 11.7 11.7 11.7 15.8 15.3 15.2 15.2 15.2
BF Mean Depth (ft)0.7 0.6 0.7 0.7 0.7 0.8 0.7 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.1 1.1 1.2 1.0 1.1 1.2 1.1 1.2 1.0 0.9
BF Max Depth (ft)0.9 0.9 1.3 1.2 1.5 1.4 1.4 1.4 1.6 1.7 1.5 1.3 1.4 1.6 1.8 1.8 1.9 1.9 1.8 2.0 1.9 2.0 1.9 2.0 1.9
Low Bank Height (ft)0.9 0.9 1.3 1.2 1.7 1.4 1.4 1.3 1.7 1.9 1.5 1.3 1.4 1.6 1.9 1.8 1.9 1.9 1.8 2.0 1.9 2.0 1.9 2.0 1.7
Width/Depth Ratio 15.3 18.1 14.5 15.6 14.5 15.2 18.3 13.5 9.2 11.0 18.4 18.2 17.9 15.0 16.2 ----------------------------------------
Entrenchment Ratio 4.8 4.4 4.9 4.7 4.9 4.1 3.7 4.3 5.3 4.8 3.2 3.2 3.2 3.5 3.4 ----------------------------------------
Bank Height Ratio 1.0 1.0 1.0 1.0 1.12 1.0 1.0 0.9 1.1 1.07 1.0 1.0 1.0 1.0 1.0 ----------------------------------------
Wetted Perimeter (ft)10.8 11.6 10.6 10.9 10.8 12.6 14.0 12.2 10.5 11.3 16.1 16.0 15.8 14.8 15.6 11.2 11.3 10.5 12.4 12.4 14.4 14.5 13.5 16.0 17.8
Hydraulic Radius (ft)0.7 0.6 0.7 0.7 0.7 0.8 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.9 0.9 1.1 1.0 1.1 0.9 0.9 1.1 1.1 1.1 1.0 0.9
Substrate
d50 (mm)6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----
d84 (mm)30 34 36 36 ----30 34 36 36 ----30 34 36 36 ----30 34 36 36 ----30 34 36 36 ----
XS 25 Riffle (Motes Creek)
XS 26 Riffle (Motes Creek)XS 27 Riffle (Motes Creek)XS 28 Riffle (Motes Creek)XS 29 Pool (Motes Creek)XS 30 Pool (Motes Creek)
Table 7A continued. Morphology and Hydraulic Monitoring Summary
Motes Creek
XS 21 Pool (Motes Creek)XS 22 Riffle (Motes Creek)XS 23 Riffle (Motes Creek)XS 24 Riffle (Motes Creek)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)12.4 12.4 11.8 11.7 11.7 12.0 11.4 11.6 12.8 12.5
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)12.4 11.1 11.1 11.1 11.1 10.2 8.5 9.4 9.4 9.4
BF Mean Depth (ft)1.0 0.9 0.9 0.9 0.9 0.9 0.7 0.8 0.7 0.7
BF Max Depth (ft)1.4 1.3 1.4 1.6 1.6 1.3 1.1 1.3 1.2 1.3
Low Bank Height (ft)1.4 1.3 1.4 1.6 1.6 1.3 1.1 1.3 1.2 1.2
Width/Depth Ratio 12.4 13.9 12.5 12.3 12.4 14.1 15.3 14.3 17.4 16.8
Entrenchment Ratio 4.0 4.0 4.2 4.3 4.3 4.2 4.4 4.3 3.9 4.0
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.92
Wetted Perimeter (ft)13.2 13.1 12.3 12.4 12.4 12.4 11.9 12.0 13.2 13.0
Hydraulic Radius (ft)0.9 0.8 0.9 0.9 0.9 0.8 0.7 0.8 0.7 0.7
Substrate
d50 (mm)6.2 7.7 9 8.4 ----6.2 7.7 9 8.4 ----
d84 (mm)30 34 36 36 ----30 34 36 36 ----
Parameter
Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
Pattern
Channel Beltwidth (ft)22 65 36
Radius of Curvature (ft)22 129 36
Meander Wavelength (ft)67 155 103
Meander Width Ratio 2 5 3
Profile
Riffle Length (ft)10 72 24
Riffle Slope (ft/ft)0.00%3.11%1.45%
Pool Length (ft)5 41 20
Pool Spacing (ft)34 103 49
Additonal Reach Parameters
Valley Length (ft)
Channel Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
BF Slope (ft/ft)
Rosgen Classification
Profile surveys during the stream monitoring period are not required, unless evidence of bed and/or bank
instability is observed and the data is requested by the IRT.
C/E 3/4
------
0.0093
1.15
1,886
1,640
Motes Creek
MY-00 (2018)MY-01 (2018)MY-02 (2019)MY-03 (2020)MY-05 (2022)MY-07 (2024)
Table 7B. Morphology and Hydraulic Monitoring Summary
Table 7A continued. Morphology and Hydraulic Monitoring Summary
Motes Creek
XS 31 Riffle (Motes Creek)XS 32 Riffle (Motes Creek)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)9.2 9.1 10.0 8.7 9.3 9.5 11.2 10.8 12.8 13.5 11.5 13.4 13.9 15.0 9.1 10.0 10.3 9.6 9.9 10.0 12.3 12.7 12.7 14.1 15.6
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 ----------------------------------------50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)4.0 4.0 4.0 4.0 4.0 3.8 3.7 3.8 3.8 3.8 8.2 8.2 8.0 8.0 8.0 9.5 9.2 9.2 9.2 9.2 7.3 6.9 6.9 6.9 6.9
BF Mean Depth (ft)0.4 0.4 0.4 0.5 0.4 0.4 0.3 0.4 0.3 0.3 0.7 0.6 0.6 0.5 0.9 1.0 0.9 1.0 0.9 0.9 0.6 0.5 0.5 0.5 0.4
BF Max Depth (ft)0.8 0.6 0.7 0.7 0.7 0.6 0.5 0.5 0.6 0.6 1.4 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.7 1.7 0.8 0.8 0.8 0.8 0.7
Low Bank Height (ft)0.8 0.7 0.8 0.8 0.8 0.6 0.5 0.6 0.6 0.5 1.4 1.3 1.3 1.5 1.6 1.6 1.6 1.6 1.7 1.9 0.8 0.8 0.8 0.8 0.7
Width/Depth Ratio 21.2 20.7 25.0 18.9 21.5 23.8 33.9 30.7 43.1 47.8 ----------------------------------------20.7 23.4 23.4 28.8 35.2
Entrenchment Ratio 5.4 5.5 5.0 5.7 5.4 5.3 4.5 4.6 3.9 3.7 ----------------------------------------4.1 3.9 3.9 3.5 3.2
Bank Height Ratio 1.0 1.2 1.1 1.1 1.07 1.0 1.0 1.2 1.0 0.85 ----------------------------------------1.0 1.0 1.0 1.0 1.0
Wetted Perimeter (ft)9.6 9.2 10.2 9.0 9.6 9.6 11.2 10.8 13.0 13.6 12.1 13.8 13.8 15.6 10.0 10.7 10.9 10.3 10.6 10.8 12.6 12.9 13.0 14.4 15.7
Hydraulic Radius (ft)0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.4 0.3 0.3 0.7 0.6 0.6 0.5 0.8 0.9 0.8 0.9 0.9 0.9 0.6 0.5 0.5 0.5 0.4
Substrate
d50 (mm)6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----
d84 (mm)38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)9.5 12.2 9.9 10.7 9.8 10.6 9.2 8.8 12.5 11.4 10.2 9.5 8.8 9.5 10.3 10.1 10.6 10.2 9.8 10.5 10.3 10.2 9.2 12.0 12.4
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)5.9 5.9 5.9 5.9 5.9 5.1 3.2 3.4 3.4 3.4 5.9 4.2 4.2 4.2 4.2 8.7 8.7 8.7 8.7 8.7 3.7 3.7 3.7 3.7 3.7
BF Mean Depth (ft)0.6 0.5 0.6 0.6 0.6 0.5 0.3 0.4 0.3 0.3 0.6 0.4 0.5 0.4 0.4 0.9 0.8 0.9 0.9 0.8 0.4 0.4 0.4 0.3 0.3
BF Max Depth (ft)1.0 0.9 1.0 1.1 1.0 0.8 0.5 0.7 0.6 0.6 1.0 0.7 0.7 0.7 0.7 1.5 1.5 1.6 1.7 1.4 0.6 0.6 0.6 0.6 0.6
Low Bank Height (ft)1.0 0.9 1.0 1.1 1.0 0.8 0.5 0.7 0.6 0.5 1.0 0.7 0.7 0.8 0.7 1.5 1.5 1.6 1.7 1.6 0.6 0.6 0.6 0.6 0.6
Width/Depth Ratio 15.3 25.2 16.6 19.4 16.2 22.0 26.5 22.8 46.0 37.8 17.6 21.5 18.4 21.5 25.7 --------------------28.7 28.1 22.9 38.9 41.1
Entrenchment Ratio 5.3 4.1 5.1 4.7 5.1 4.7 5.4 5.7 4.0 4.4 4.9 5.3 5.7 5.3 4.8 --------------------4.9 4.9 5.4 4.2 4.0
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.81 1.0 1.0 1.0 1.1 1.0 --------------------1.0 1.0 1.0 1.0 1.0
Wetted Perimeter (ft)9.9 12.4 10.2 11.1 10.1 10.9 9.3 8.9 12.6 11.6 10.4 9.6 9.0 9.7 10.5 10.7 11.2 10.8 10.5 11.3 10.5 10.3 9.3 12.1 12.5
Hydraulic Radius (ft)0.6 0.5 0.6 0.5 0.6 0.5 0.3 0.4 0.3 0.3 0.6 0.4 0.5 0.4 0.4 0.8 0.8 0.8 0.8 0.8 0.4 0.4 0.4 0.3 0.3
Substrate
d50 (mm)6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----
d84 (mm)38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----
XS 5 Riffle (UT 1)
XS 6 Riffle (UT 1)XS 7 Riffle (UT 1)XS 8 Riffle (UT 1)XS 9 Pool (UT 1)XS 10 Riffle (UT 1)
Table 7C. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 1
XS 1 Riffle (UT 1)XS 2 Riffle (UT 1)XS 3 Pool (UT 1)XS 4 Pool (UT 1)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)8.4 8.4 6.9 6.7 5.9 10.4 11.4 11.3 12.1 12.7 9.6 10.0 11.1 14.7 12.8 10.2 9.6 10.4 10.5 9.1 11.0 11.9 9.6 10.9 12.6
Floodprone Width (ft)--------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)5.2 5.2 5.2 5.2 5.2 5.4 4.5 4.5 4.5 4.5 5.4 5.3 5.4 5.4 5.4 8.8 7.9 7.9 7.9 7.9 7.3 4.9 4.9 4.9 4.9
BF Mean Depth (ft)0.6 0.6 0.8 0.8 0.9 0.5 0.4 0.4 0.4 0.4 0.6 0.5 0.5 0.4 0.4 0.9 0.8 0.8 0.8 0.9 0.7 0.4 0.5 0.4 0.4
BF Max Depth (ft)1.1 1.1 1.2 1.2 1.2 1.0 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 1.5 1.5 1.5 1.5 1.5 1.0 0.7 0.7 0.8 0.7
Low Bank Height (ft)1.1 1.1 1.2 1.2 1.4 1.0 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.8 1.5 1.5 1.4 1.5 1.4 1.0 0.7 0.7 0.8 0.7
Width/Depth Ratio --------------------20.0 28.9 28.4 32.5 36.0 17.1 18.9 22.8 40.0 30.1 --------------------16.6 28.9 18.8 24.2 32.6
Entrenchment Ratio --------------------4.8 4.4 4.4 4.1 3.9 5.2 5.0 4.5 3.4 3.9 --------------------4.5 4.2 5.2 4.6 4.0
Bank Height Ratio --------------------1.0 1.0 1.0 1.0 0.91 1.0 1.0 1.0 0.9 0.94 --------------------1.0 1.0 1.0 1.0 1.0
Wetted Perimeter (ft)8.9 8.8 7.4 7.4 6.8 10.7 11.5 11.5 12.2 12.9 9.9 10.4 11.3 15.0 12.9 10.8 10.2 11.0 11.2 10.1 11.3 12.0 9.8 11.1 12.8
Hydraulic Radius (ft)0.6 0.6 0.7 0.7 0.8 0.5 0.4 0.4 0.4 0.3 0.5 0.5 0.5 0.4 0.4 0.8 0.8 0.7 0.7 0.8 0.6 0.4 0.5 0.4 0.4
Substrate
d50 (mm)6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----
d84 (mm)38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)9.2 10.6 9.9 9.7 11.0 9.0 9.4 9.3 12.4 9.8 8.6 9.3 9.1 10.9 12.1 12.2 11.7 10.1 9.5 13.4 11.0 11.6 10.7 10.9 11.6
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)4.8 4.8 4.8 4.8 4.8 4.4 3.2 3.2 3.2 3.2 6.5 5.9 6.5 6.5 6.5 6.2 5.0 5.0 5.0 5.0 5.2 5.2 5.2 5.2 5.2
BF Mean Depth (ft)0.5 0.5 0.5 0.5 0.4 0.5 0.3 0.3 0.3 0.3 0.8 0.6 0.7 0.6 0.5 0.5 0.4 0.5 0.5 0.4 0.5 0.4 0.5 0.5 0.4
BF Max Depth (ft)0.9 0.8 0.7 0.7 1.0 0.8 0.8 0.5 0.7 0.8 1.2 1.1 1.1 1.1 1.1 0.9 0.7 0.8 0.8 0.8 0.8 0.7 0.8 1.1 1.0
Low Bank Height (ft)0.9 0.8 0.9 0.7 1.0 0.8 0.8 0.5 0.7 0.7 1.2 1.1 1.2 1.1 1.0 0.9 0.7 0.7 0.8 0.8 0.8 0.7 0.8 1.1 1.1
Width/Depth Ratio 17.6 23.4 20.4 19.6 25.0 18.4 27.6 27.0 48.1 29.5 --------------------24.0 27.4 20.4 18.1 35.8 23.3 25.9 22.0 22.8 25.9
Entrenchment Ratio 5.4 4.7 5.1 5.2 4.6 5.6 5.3 5.4 4.0 5.1 --------------------4.1 4.3 5.0 5.3 3.7 4.5 4.3 4.7 4.6 4.3
Bank Height Ratio 1.0 1.0 1.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Wetted Perimeter (ft)9.5 10.8 10.2 9.9 11.4 9.4 9.7 9.5 12.5 10.0 9.1 9.6 9.5 11.3 12.6 12.5 11.8 10.4 9.7 13.9 11.2 11.7 10.9 11.4 12.1
Hydraulic Radius (ft)0.5 0.4 0.5 0.5 0.4 0.5 0.3 0.3 0.3 0.3 0.7 0.6 0.7 0.6 0.5 0.5 0.4 0.5 0.5 0.4 0.5 0.4 0.5 0.5 0.4
Substrate
d50 (mm)6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----
d84 (mm)38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----
XS 15 Riffle (UT 1)
XS 16 Riffle (UT 1)XS 17 Riffle (UT 1)XS 18 Pool (UT 1)XS 19 Riffle (UT 1)XS 20 Riffle (UT 1)
Table 7C continued. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 1
XS 11 Pool (UT 1)XS 12 Riffle (UT 1)XS 13 Riffle (UT 1)XS 14 Pool (UT 1)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)8.6 12.0 8.0 7.3 8.2 7.3 8.8 7.5 6.9 6.5 10.4 11.4 11.2 14.0 15.5 12.5 12.7 16.7 16.5 18.4
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 --------------------
BF Cross Sectional Area (ft2)3.0 3.0 3.0 3.0 3.0 9.2 8.1 8.1 8.1 8.1 8.6 7.7 7.7 7.7 7.7 18.1 16.4 16.4 16.4 16.4
BF Mean Depth (ft)0.3 0.3 0.4 0.4 0.4 1.3 0.9 1.1 1.2 1.2 0.8 0.7 0.7 0.5 0.5 1.4 1.3 1.0 1.0
BF Max Depth (ft)0.6 0.5 0.6 0.8 0.7 1.8 1.5 1.6 1.7 1.8 1.3 1.1 1.1 1.2 1.1 2.5 2.1 2.1 2.1 2.1
Low Bank Height (ft)0.6 0.5 0.6 0.8 0.7 1.8 1.5 1.6 1.9 1.9 1.3 1.1 1.1 1.2 1.1 2.5 2.1 2.0 2.0 1.8
Width/Depth Ratio 24.7 48.0 21.3 17.8 22.3 --------------------12.6 16.9 16.3 28.0 31.0 --------------------
Entrenchment Ratio 5.8 4.2 6.3 6.8 6.1 --------------------4.8 4.4 4.5 3.6 3.2 --------------------
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 1.0 1.0 1.0 --------------------
Wetted Perimeter (ft)8.7 12.0 8.1 7.5 8.4 9.3 9.6 8.7 8.3 8.2 10.8 13.9 11.5 14.5 19.7 14.1 13.9 17.8 17.7 19.7
Hydraulic Radius (ft)0.3 0.3 0.4 0.4 0.4 1.0 0.8 0.9 1.0 1.0 0.8 0.6 0.7 0.5 0.4 1.3 1.2 0.9 0.9 0.8
Substrate
d50 (mm)6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----6.1 7.3 6.6 6.9 ----
d84 (mm)38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----38 39.0 41 44 ----
Parameter
Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
Pattern
Channel Beltwidth (ft)16 41 25
Radius of Curvature (ft)16 82 25
Meander Wavelength (ft)49 98 70
Meander Width Ratio 2 5 3
Profile
Riffle Length (ft)4 60 16
Riffle Slope (ft/ft)0.00%3.89%1.53%
Pool Length (ft)4 30 14
Pool Spacing (ft)24 66 33
Additonal Reach Parameters
Valley Length (ft)
Channel Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
BF Slope (ft/ft)
Rosgen Classification
Profile surveys during the stream monitoring period are not required, unless evidence of bed and/or bank
instability is observed and the data is requested by the IRT.
C/E 3/4
------
0.0129
1.15
1,385
1,204
Table 7D. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 1
MY-00 (2018)MY-01 (2018)MY-02 (2019)MY-03 (2020)MY-05 (2022)MY-07 (2024)
Table 7C continued. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 1
XS 21 Riffle (UT 1)XS 22 Pool (UT 1)XS 23 Riffle (UT 1)XS 24 Pool (UT 1)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)11.8 11.1 11.3 10.4 10.7 11.6 11.2 12.4 15.3 14.9 8.4 11.0 10.3 10.7 10.2 9.4 11.2 10.6 10.8 12.0 9.2 8.9 8.9 8.7 9.3
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 --------------------
BF Cross Sectional Area (ft2)12.2 9.3 9.3 9.3 9.3 11.4 7.7 10.9 10.9 10.9 7.2 7.1 7.2 7.2 7.2 6.6 6.6 6.6 6.6 6.6 8.4 8.4 8.4 8.4 8.4
BF Mean Depth (ft)1.0 0.8 0.8 0.9 0.9 1.0 0.7 0.9 0.7 0.7 0.9 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.9 0.9 0.9 1.0 0.9
BF Max Depth (ft)1.7 1.2 1.4 1.5 1.6 1.6 1.1 1.3 1.4 1.4 1.5 1.5 1.5 1.6 1.6 1.1 1.0 1.0 1.1 1.1 1.6 1.5 1.5 1.6 1.6
Low Bank Height (ft)1.7 1.2 1.4 1.5 1.5 1.6 1.1 1.1 1.4 1.3 1.5 1.5 1.5 1.6 1.5 1.1 1.0 1.0 1.1 1.0 1.6 1.5 1.5 1.6 1.4
Width/Depth Ratio 11.4 13.2 13.7 11.6 12.3 11.8 16.3 14.1 21.5 20.2 --------------------13.4 19.0 17.0 17.7 21.7 --------------------
Entrenchment Ratio 4.2 4.5 4.4 4.8 4.7 4.3 4.5 4.0 3.3 3.4 --------------------5.3 4.5 4.7 4.6 4.2 --------------------
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 --------------------1.0 1.0 1.0 1.0 1.0 --------------------
Wetted Perimeter (ft)12.5 11.5 11.7 10.9 11.3 12.2 11.7 12.9 15.7 15.4 9.1 11.6 10.9 11.4 10.9 9.8 11.6 10.9 11.1 12.4 10.0 9.7 9.7 9.6 10.3
Hydraulic Radius (ft)1.0 0.8 0.8 0.9 0.8 0.9 0.7 0.8 0.7 0.7 0.8 0.6 0.7 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.8 0.9 0.9 0.9 0.8
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)10.9 11.8 11.8 11.3 11.7 10.3 10.4 10.3 11.6 11.6 8.9 10.9 9.8 13.4 10.4 10.5 11.0 9.9 10.5 9.0 9.4 9.6 9.5 12.1 10.9
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)9.1 7.8 7.8 7.8 7.8 5.9 5.9 5.9 5.9 5.9 7.0 5.7 5.7 5.7 5.7 9.3 8.3 8.3 8.3 8.3 7.1 6.6 6.6 6.6 6.6
BF Mean Depth (ft)0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.8 0.5 0.6 0.4 0.5 0.9 0.8 0.8 0.8 0.9 0.8 0.7 0.7 0.5 0.6
BF Max Depth (ft)1.3 1.1 1.0 1.1 1.2 0.8 0.8 0.9 0.8 1.0 1.2 0.9 0.8 0.9 0.9 1.9 1.8 1.9 1.9 2.1 1.3 1.2 1.2 1.1 1.1
Low Bank Height (ft)1.3 1.1 1.0 1.1 1.2 0.8 0.8 0.9 0.8 0.8 1.2 0.9 0.8 0.9 0.9 1.9 1.8 1.9 1.9 1.9 1.3 1.2 1.2 1.1 1.1
Width/Depth Ratio 13.1 17.9 17.9 16.4 17.5 18.0 18.3 18.0 22.8 23.0 11.3 20.8 16.8 31.5 18.8 --------------------12.4 14.0 13.7 22.2 18.1
Entrenchment Ratio 4.6 4.2 4.2 4.4 4.3 4.9 4.8 4.9 4.3 4.3 5.6 4.6 5.1 3.7 4.8 --------------------5.3 5.2 5.3 4.1 4.6
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.81 1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 1.0 1.0 1.0
Wetted Perimeter (ft)11.5 12.2 12.2 11.6 12.1 10.7 10.7 10.5 11.8 12.0 9.5 11.2 10.0 13.6 10.6 11.7 11.9 10.9 11.4 10.4 10.1 9.9 9.9 12.5 11.4
Hydraulic Radius (ft)0.8 0.6 0.6 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.7 0.5 0.6 0.4 0.5 0.8 0.7 0.8 0.7 0.8 0.7 0.7 0.7 0.5 0.6
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
XS 5 Pool (UT 2)
XS 6 Riffle (UT 2)XS 7 Riffle (UT 2)XS 8 Riffle (UT 2)XS 9 Pool (UT 2)XS 10 Riffle (UT 2)
Table 7E. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 2
XS 1 Riffle (UT 2)XS 2 Riffle (UT 2)XS 3 Pool (UT 2)XS 4 Riffle (UT 2)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)11.5 12.2 11.8 11.0 11.0 9.9 10.3 11.7 11.1 11.3 14.7 11.6 11.6 12.5 12.0 9.3 9.4 9.3 10.6 10.1 8.1 8.2 8.3 8.4 8.7
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)10.0 8.7 8.7 8.7 8.7 4.9 4.9 4.9 4.9 4.9 11.2 7.9 7.9 7.9 7.9 4.5 4.5 4.5 4.5 4.5 3.4 3.4 3.4 3.4 3.4
BF Mean Depth (ft)0.9 0.7 0.7 0.8 0.8 0.5 0.5 0.4 0.4 0.4 0.8 0.7 0.7 0.6 0.7 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4
BF Max Depth (ft)1.3 1.2 1.2 1.2 1.1 0.7 0.6 0.7 0.7 0.8 1.4 1.3 1.2 1.3 1.4 0.7 0.8 0.9 0.8 0.6 0.6 0.6 0.6 0.6 0.8
Low Bank Height (ft)1.3 1.2 1.2 1.3 1.2 0.7 0.6 0.7 0.7 0.8 1.4 1.3 1.2 1.3 1.2 0.7 0.8 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.9
Width/Depth Ratio 13.2 17.1 16.0 13.9 13.9 20.0 21.7 27.9 25.1 26.1 --------------------19.2 19.6 19.2 25.0 22.6 19.3 19.8 20.3 20.8 22.2
Entrenchment Ratio 4.3 4.1 4.2 4.5 4.5 5.1 4.9 4.3 4.5 4.4 --------------------5.4 5.3 5.4 4.7 4.9 6.2 6.1 6.0 6.0 5.7
Bank Height Ratio 1.0 1.0 1.0 1.1 1.12 1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 1.0 1.0 1.14 1.0 1.0 1.0 1.0 1.12
Wetted Perimeter (ft)12.0 12.6 12.2 11.4 11.4 10.3 10.5 11.9 11.2 11.5 15.1 12.0 12.0 12.9 12.5 9.5 9.7 9.6 10.8 10.4 8.4 8.4 8.5 8.6 9.0
Hydraulic Radius (ft)0.8 0.7 0.7 0.8 0.8 0.5 0.5 0.4 0.4 0.4 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)9.1 9.1 9.2 9.2 8.5 9.2 10.4 10.2 12.3 13.9 10.0 11.6 9.4 10.1 10.1 11.3 11.7 11.4 10.2 10.7 8.5 11.9 9.0 11.9 9.1
Floodprone Width (ft)--------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)7.3 7.3 7.3 7.3 7.3 4.9 4.5 4.5 4.5 4.5 6.1 6.1 6.1 6.1 6.1 10.2 9.7 9.7 9.7 9.7 4.9 4.9 4.9 4.9 4.9
BF Mean Depth (ft)0.8 0.8 0.8 0.8 0.9 0.5 0.4 0.4 0.4 0.3 0.6 0.5 0.6 0.6 0.6 0.9 0.8 0.9 1.0 0.9 0.6 0.4 0.5 0.4 0.5
BF Max Depth (ft)1.3 1.3 1.4 1.3 1.5 0.7 0.7 0.8 0.7 0.7 1.0 1.0 1.7 1.4 1.5 1.5 1.5 1.5 1.6 1.7 1.1 0.9 1.0 0.9 0.8
Low Bank Height (ft)1.3 1.3 1.4 1.4 1.4 0.7 0.7 0.8 0.7 0.8 1.0 1.0 1.7 1.4 1.3 1.5 1.5 1.5 1.6 1.8 1.1 0.9 1.0 0.9 0.8
Width/Depth Ratio --------------------17.3 24.0 23.1 33.6 42.7 16.4 22.1 14.5 16.7 17.0 --------------------14.7 28.9 16.5 28.9 17.0
Entrenchment Ratio --------------------5.4 4.8 4.9 4.1 3.6 5.0 4.3 5.3 5.0 4.9 --------------------5.9 4.2 5.6 4.2 5.5
Bank Height Ratio --------------------1.0 1.0 1.0 1.0 1.09 1.0 1.0 1.0 1.0 0.89 --------------------1.0 1.0 1.0 1.0 1.0
Wetted Perimeter (ft)9.6 9.6 9.8 9.7 9.2 9.5 10.6 10.4 12.5 14.1 10.4 11.8 10.4 10.7 10.9 11.9 11.6 12.1 10.9 11.5 9.0 12.1 9.2 12.1 9.4
Hydraulic Radius (ft)0.8 0.8 0.7 0.8 0.8 0.5 0.4 0.4 0.4 0.3 0.6 0.5 0.6 0.6 0.6 0.9 0.8 0.8 0.9 0.8 0.5 0.4 0.5 0.4 0.5
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
XS 15 Riffle (UT 2)
XS 16 Pool (UT 2)XS 17 Riffle (UT 2)XS 18 Riffle (UT 2)XS 19 Pool (UT 2)XS 20 Riffle (UT 2)
Table 7E continued. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 2
XS 11 Riffle (UT 2)XS 12 Riffle (UT 2)XS 13 Pool (UT 2)XS 14 Riffle (UT 2)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)8.8 9.4 10.1 11.2 10.3 7.9 8.0 7.7 8.2 8.4 9.2 10.8 10.3 11.7 10.9 8.6 7.8 8.1 9.7 7.7 8.2 12.7 10.5 11.5 11.3
Floodprone Width (ft)--------------------50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
BF Cross Sectional Area (ft2)10.3 8.9 9.3 9.3 9.3 2.8 2.8 2.8 2.8 2.8 6.3 6.3 6.3 6.3 6.3 3.9 2.6 2.6 2.6 2.6 4.6 4.6 4.6 4.6 4.6
BF Mean Depth (ft)1.2 0.9 0.9 0.8 0.9 0.4 0.4 0.4 0.3 0.3 0.7 0.6 0.6 0.5 0.6 0.5 0.3 0.3 0.3 0.3 0.6 0.4 0.4 0.4 0.4
BF Max Depth (ft)2.0 1.8 1.8 1.8 1.9 0.6 0.6 0.6 0.6 0.6 1.2 1.2 1.2 1.2 1.3 0.7 0.6 0.6 0.5 0.5 0.9 0.9 1.0 0.9 0.9
Low Bank Height (ft)2.0 1.8 1.8 1.9 1.9 0.6 0.6 0.6 0.6 0.6 1.2 1.2 1.2 1.2 1.2 0.7 0.6 0.6 0.6 0.6 0.9 0.9 1.0 0.9 0.8
Width/Depth Ratio --------------------22.3 22.9 21.2 24.0 25.3 --------------------19.0 23.4 25.2 36.2 22.6 14.6 35.1 24.0 28.8 28.2
Entrenchment Ratio --------------------6.3 6.3 6.5 6.1 6.0 --------------------1.5 1.8 1.9 1.9 1.6 1.6 2.5 2.3 2.3 2.3
Bank Height Ratio --------------------1.0 1.0 1.0 1.0 1.05 --------------------1.0 1.0 1.0 1.2 1.10 1.0 1.0 1.0 1.0 0.91
Wetted Perimeter (ft)9.9 10.3 11.0 12.1 11.5 8.0 8.1 7.8 8.3 8.6 9.7 11.2 10.7 12.1 11.7 8.8 7.9 8.2 9.8 9.8 8.6 12.9 10.8 11.7 11.7
Hydraulic Radius (ft)1.0 0.9 0.8 0.8 0.8 0.4 0.3 0.4 0.3 0.3 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.5 0.4 0.4 0.4 0.4
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)8.9 8.0 8.6 8.7 8.6 8.2 8.4 8.0 7.5 5.9 8.8 8.9 9.5 11.9 12.2 10.7 11.7 11.0 9.8 10.6 11.8 13.0 11.5 11.5 11.4
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 30.0 30.0 30.0 30.0 30.0 --------------------
BF Cross Sectional Area (ft2)3.0 3.0 3.0 3.0 3.0 6.4 5.6 5.8 5.8 5.8 6.0 4.7 5.0 5.0 5.0 5.1 5.1 5.1 5.1 5.1 10.2 10.2 10.2 10.2 10.2
BF Mean Depth (ft)0.3 0.4 0.3 0.3 0.3 0.8 0.7 0.7 0.8 1.0 0.7 0.5 0.5 0.4 0.4 0.5 0.4 0.5 0.5 0.5 0.9 0.8 0.9 0.9 0.9
BF Max Depth (ft)0.5 0.6 0.6 0.6 0.7 1.3 1.4 1.3 1.4 1.4 1.1 1.0 0.8 0.9 0.9 0.7 0.7 0.8 0.7 0.8 1.9 1.8 2.1 1.8 2.0
Low Bank Height (ft)0.5 0.6 0.6 0.6 0.6 1.3 1.4 1.3 1.4 1.7 1.1 1.0 0.8 0.9 1.0 0.7 0.7 0.8 0.7 0.9 1.9 1.8 2.1 1.9 1.6
Width/Depth Ratio 26.4 21.3 24.7 25.2 24.7 --------------------12.9 16.9 18.1 28.3 29.5 22.4 26.8 23.7 18.8 22.0 --------------------
Entrenchment Ratio 5.6 6.3 5.8 5.7 5.8 --------------------5.7 5.6 5.3 4.2 4.1 2.8 2.6 2.7 3.1 2.8 --------------------
Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 1.0 1.0 1.08 1.0 1.0 1.0 1.0 1.18 --------------------
Wetted Perimeter (ft)9.0 8.1 8.7 8.8 9.9 8.8 8.9 8.5 8.3 6.9 9.3 9.2 9.7 12.2 13.0 10.9 12.0 11.1 10.1 10.8 13.2 14.4 13.1 12.6 12.8
Hydraulic Radius (ft)0.3 0.4 0.3 0.3 0.3 0.7 0.6 0.7 0.7 0.8 0.6 0.5 0.5 0.4 0.4 0.5 0.4 0.5 0.5 0.5 0.8 0.7 0.8 0.8 0.8
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
XS 25 Riffle (UT 2)
XS 26 Riffle (UT 2)XS 27 Pool (UT 2)XS 28 Riffle (UT 2)XS 29 Riffle (UT 2)XS 30 Pool (UT 2)
Table 7E continued. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 2
XS 21 Pool (UT 2)XS 22 Riffle (UT 2)XS 23 Pool (UT 2)XS 24 Riffle (UT 2)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)10.5 11.4 11.5 11.3 12.0 13.8 15.0 14.6 14.6 13.8 11.0 11.2 11.2 11.2 11.5 5.3 5.8 5.6 5.9 5.5 10.8 11.8 12.1 11.4 11.7
Floodprone Width (ft)19.0 19.0 19.0 19.0 19.0 --------------------30.0 30.0 30.0 30.0 30.0 --------------------30.0 30.0 30.0 30.0 30.0
BF Cross Sectional Area (ft2)7.2 7.2 7.2 7.2 7.2 14.9 14.9 14.9 14.9 14.9 9.5 7.7 7.7 7.7 7.7 7.2 6.7 7.2 7.2 7.4 9.1 7.4 7.4 7.4 7.4
BF Mean Depth (ft)0.7 0.6 0.6 0.6 0.6 1.1 1.0 1.0 1.0 1.1 0.9 0.7 0.7 0.7 0.7 1.4 1.2 1.3 1.2 1.3 0.8 0.6 0.6 0.6 0.6
BF Max Depth (ft)1.0 0.9 0.9 0.9 1.0 2.8 2.0 2.2 2.3 2.4 1.4 1.0 1.1 1.2 1.3 1.6 1.7 1.8 1.7 1.8 1.3 1.0 1.1 1.1 1.1
Low Bank Height (ft)1.0 0.9 0.9 1.0 1.0 2.8 2.0 2.2 2.3 1.9 1.4 1.0 1.1 1.2 1.3 1.6 1.7 1.7 1.8 1.7 1.3 1.0 1.1 1.1 1.0
Width/Depth Ratio 15.3 18.1 18.4 17.7 19.9 --------------------12.7 16.3 16.3 16.3 17.1 --------------------12.8 18.8 19.8 17.6 18.5
Entrenchment Ratio 1.8 1.7 1.7 1.7 1.6 --------------------2.7 2.7 2.7 2.7 2.6 --------------------2.8 2.5 2.5 2.6 2.6
Bank Height Ratio 1.0 1.0 1.0 1.1 1.0 --------------------1.0 1.0 1.0 1.0 1.0 --------------------1.0 1.0 1.0 1.0 0.87
Wetted Perimeter (ft)10.9 11.7 11.8 11.6 12.2 15.3 15.8 15.5 15.7 15.3 11.6 11.5 11.5 11.6 11.9 7.5 7.6 7.5 7.8 7.5 11.2 12.1 12.4 11.7 12.2
Hydraulic Radius (ft)0.7 0.6 0.6 0.6 0.6 1.0 0.9 1.0 0.9 1.0 0.8 0.7 0.7 0.7 0.6 1.0 0.9 1.0 0.9 1.0 0.8 0.6 0.6 0.6 0.6
Substrate
d50 (mm)7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----7.8 7.3 8.2 6.7 ----
d84 (mm)36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----36 33 34 24 ----
Parameter
Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
Pattern
Channel Beltwidth (ft)16 52 28
Radius of Curvature (ft)16 103 28
Meander Wavelength (ft)49 124 79
Meander Width Ratio 2 5 3
Profile
Riffle Length (ft)3 80 15
Riffle Slope (ft/ft)0.00%4.87%1.40%
Pool Length (ft)8 32 16
Pool Spacing (ft)24 66 33
Additonal Reach Parameters
Valley Length (ft)
Channel Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
BF Slope (ft/ft)
Rosgen Classification
Profile surveys during the stream monitoring period are not required, unless evidence of bed and/or bank
instability is observed and the data is requested by the IRT.
C/E 3/4
------
1.28
1.15
1,910
1,661
XS 35 Riffle (UT 2)
Table 7F. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 2
MY-00 (2018)MY-01 (2018)MY-02 (2019)MY-03 (2020)MY-05 (2022)MY-07 (2024)
Table 7E continued. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 2
XS 31 Riffle (UT 2)XS 32 Pool (UT 2)XS 33 Riffle (UT 2)XS 34 Pool (UT 2)
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7 MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)7.3 6.9 7.1 10.6 10.1 8.1 8.1 8.1 11.5 12.0 8.4 7.8 9.7 8.3 10.3 8.6 7.9 7.9 12.0 10.6 7.8 7.5 7.3 10.0 9.4
Floodprone Width (ft)50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 --------------------50.0 50.0 50.0 50.0 50.0 --------------------
BF Cross Sectional Area (ft2)4.1 2.9 3.4 4.1 4.1 5.0 4.9 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 3.1 3.1 3.1 3.1 3.1 4.9 4.9 4.9 4.9 4.9
BF Mean Depth (ft)0.6 0.4 0.5 0.4 0.4 0.6 0.6 0.6 0.4 0.4 0.5 0.5 0.4 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.6 0.7 0.7 0.5 0.5
BF Max Depth (ft)0.9 0.6 0.7 0.7 0.9 1.1 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.6 0.6 0.6 0.6 0.6 1.1 1.0 1.0 1.1 1.1
Low Bank Height (ft)0.9 0.6 0.7 0.7 0.8 1.1 0.9 0.8 0.9 0.8 1.0 1.0 1.0 1.0 0.9 0.6 0.6 0.7 0.6 0.7 1.1 1.0 1.0 1.1 1.1
Width/Depth Ratio 13.0 16.4 14.8 27.4 25.3 13.1 13.4 13.1 26.5 28.6 --------------------23.9 20.1 20.1 46.5 36.4 --------------------
Entrenchment Ratio 6.8 7.2 7.0 4.7 4.9 6.2 6.2 6.2 4.3 4.2 --------------------5.8 6.3 6.3 4.2 4.7 --------------------
Bank Height Ratio 1.0 1.0 1.0 1.0 0.92 1.0 1.0 0.9 1.0 0.93 --------------------1.0 1.0 1.2 1.0 1.15 --------------------
Wetted Perimeter (ft)7.6 7.1 7.3 10.8 10.4 8.6 8.4 8.4 11.7 12.2 8.8 8.2 10.0 8.7 10.7 8.8 8.2 8.1 12.1 10.7 8.2 7.9 7.7 10.4 10.1
Hydraulic Radius (ft)0.5 0.4 0.5 0.4 0.4 0.6 0.6 0.6 0.4 0.4 0.5 0.5 0.4 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.6 0.6 0.6 0.5 0.5
Substrate
d50 (mm)6.3 9.6 10 6 ----6.3 9.6 10 6 ----6.3 9.6 10 6 ----6.3 9.6 10 6 ----6.3 9.6 10 6 ----
d84 (mm)32 40 43 34 ----32 40 43 34 ----32 40 43 34 ----32 40 43 34 ----32 40 43 34 ----
Parameter
Dimension MY 0 MY1 MY2 MY3 MY5 MY7
BF Width (ft)9.6 8.7 5.6 10.2 11.0
Floodprone Width (ft)30.0 30.0 30.0 30.0 30.0
BF Cross Sectional Area (ft2)1.3 0.7 1.3 1.3 1.3
BF Mean Depth (ft)0.1 0.1 0.2 0.1 0.1
BF Max Depth (ft)0.3 0.2 0.4 0.3 0.2
Low Bank Height (ft)0.3 0.2 0.4 0.3 0.2
Width/Depth Ratio 70.9 108.1 24.1 80.0 93.7
Entrenchment Ratio 3.1 3.4 5.4 2.9 2.7
Bank Height Ratio 1.0 1.0 1.0 1.0 0.95
Wetted Perimeter (ft)9.7 8.7 5.7 10.3 11.0
Hydraulic Radius (ft)0.1 0.1 0.2 0.1 0.1
Substrate
d50 (mm)6.3 9.6 10 6 ----
d84 (mm)32 40 43 34 ----
Parameter
Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med Min Max Med
Pattern
Channel Beltwidth (ft)16 41 25
Radius of Curvature (ft)16 82 25
Meander Wavelength (ft)49 98 70
Meander Width Ratio 2 5 3
Profile
Riffle Length (ft)6 22 13
Riffle Slope (ft/ft)0.23%4.22%1.73%
Pool Length (ft)7 18 11
Pool Spacing (ft)24 66 33
Additonal Reach Parameters
Valley Length (ft)
Channel Length (ft)
Sinuosity
Water Surface Slope (ft/ft)
BF Slope (ft/ft)
Rosgen Classification
Profile surveys during the stream monitoring period are not required, unless evidence of bed and/or bank
instability is observed and the data is requested by the IRT.
C/E 3/4
------
0.0146
1.15
309
269
Table 7H. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 3
MY-00 (2018)MY-01 (2018)MY-02 (2019)MY-03 (2020)MY-05 (2022)MY-07 (2024)
XS 5 Pool (UT 3)
XS 6 Riffle (UT 3)
Table 7G. Morphology and Hydraulic Monitoring Summary
Motes Creek - UT 3
XS 1 Riffle (UT 3)XS 2 Riffle (UT 3)XS 3 Pool (UT 3)XS 4 Riffle (UT 3)
Station Elevation
0.0 93.25 93.2
3.2 93.21 15.4
4.8 92.77 16.4
6.1 92.26 94.8
7.0 92.05 50.0
7.9 91.88 1.6
8.6 91.85 1.6
10.0 91.61 0.9
11.0 91.66 17.4
12.2 91.71 3.1
13.2 91.61 1.0
14.0 91.78
14.3 92.03 C/E
15.2 92.21
16.3 92.51
17.5 92.82
18.5 93.07
20.2 93.38
21.9 93.11
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 1, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
91
92
93
94
95
0 10 20 30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, Motes, XS -1, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.3 93.15 93.1
2.1 93.04 12.9
4.2 93.02 16.4
5.2 92.62 94.6
6.6 92.35 50.0
7.7 91.90 1.5
8.7 92.03 1.5
9.4 91.79 0.8
10.1 91.66 20.9
11.0 91.56 3.0
11.9 91.71 1.0
13.1 91.91
13.8 92.03 C/E
14.9 92.10
15.7 92.21
16.3 92.47
17.4 92.78
18.0 93.08
18.8 93.12
21.7 93.16
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 2, Riffle
91
92
93
94
95
0 10 20 30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, Motes, XS -2, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.3 93.10 93.2
1.9 93.16 12.9
3.9 93.02 18.1
4.9 92.71 94.5
6.7 92.35 50.0
7.8 92.20 1.3
8.5 92.08 1.2
9.5 92.02 0.7
10.9 92.01 25.4
12.4 91.94 2.8
13.8 91.91 1.0
14.7 92.02
15.6 92.34 C/E
16.5 92.59
17.0 92.84
17.9 93.13
19.2 93.26
21.4 93.21
23.2 93.18
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 3, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
91
92
93
94
95
0 10 20 30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, Motes, XS -3, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.3 93.39 93.3
3.2 93.33 7.1
4.6 93.22 11.7
5.6 92.95 94.3
6.5 92.69 50.0
6.5 92.69 1.0
7.2 92.54 1.0
7.9 92.51 0.6
8.9 92.36 19.3
9.7 92.34 4.3
10.7 92.31 1.0
11.8 92.48
13.0 92.57 C/E
13.8 92.92
14.7 93.16
15.7 93.46
16.5 93.68
18.8 93.65
20.7 93.51
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 4, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
92
93
94
95
0 10 20 30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, Motes, XS -4, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.3 94.0 93.9
3.0 94.0 16.0
5.1 93.7 14.1
6.7 93.4 NA
8.1 93.1 NA
9.4 92.4 2.2
10.3 91.8 2.3
12.9 91.7 1.1
14.4 91.9 NA
15.0 92.2 NA
15.7 93.0 1.1
16.5 93.3
17.2 93.6 C/E
18.5 94.0
19.6 94.1
21.4 94.1
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 5, Pool
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
91
92
93
94
95
0 10 20 30
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, Motes, XS - 5, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.2 93.86 94.2
2.9 94.02 10.5
5.4 93.94 16.6
7.2 93.67 95.4
8.1 93.57 50.0
8.9 93.66 1.2
9.4 93.53 1.2
9.5 93.53 0.6
10.1 93.43 26.3
10.9 93.27 3.0
12.2 93.05 1.0
13.5 92.95
14.4 93.01 C/E
15.0 93.03
15.7 93.06
16.6 93.40
17.5 93.53
18.4 93.90
19.7 94.17
22.5 94.28
25.0 94.32
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 6, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
92
93
94
95
96
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS -6 Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.0 96.90 95.9
3.3 96.40 11.9
5.6 95.77 16.5
7.1 95.14 97.3
8.2 94.89 50.0
9.2 94.68 1.4
9.8 94.53 1.3
10.9 94.46 0.7
11.8 94.48 22.9
13.2 94.63 3.0
14.3 94.65 0.94
14.9 95.07
15.6 95.20 C/E
16.6 95.57
18.1 95.65
20.0 95.69
21.8 95.71
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 7, Riffle
94
95
96
97
98
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS -7 Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.4 96.2 95.7
4.0 96.0 13.0
5.4 95.7 11.7
6.8 95.5 NA
7.6 95.0 NA
8.7 94.3 1.9
9.6 94.0 1.9
10.6 93.8 1.1
12.0 93.8 NA
12.8 94.0 NA
14.0 94.1 1.0
15.5 94.8
16.1 95.5 C/E
17.0 95.6
18.2 95.8
19.8 96.1
21.7 96.2
Stream Type
Mean Depth at Bankfull:
1/13/2022
Adams, Perkinson, Smith
Bankfull Width:
Flood Prone Area Elevation:
Flood Prone Width:
Max Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Bankfull Elevation:
SUMMARY DATA
Low Bank Height:
Feature
Bankfull Cross-Sectional Area:
Date:
Field Crew:
Pool
Motes Creek
Cape Fear, 0303002
Motes, XS - 8, Pool
Site
Watershed:
XS ID
93
94
95
96
97
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 8, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.0 96.28 96.3
2.9 96.42 9.5
5.2 96.06 13.2
6.1 95.97 97.4
7.2 95.55 50.0
8.0 95.26 1.2
9.1 95.06 1.2
10.3 95.22 0.7
11.5 95.21 18.5
12.8 95.21 3.8
14.2 95.30 1.0
15.2 95.61
15.9 95.84 C/E
16.3 96.03
17.3 96.28
18.2 96.32
19.9 96.32
21.7 96.41
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 9, Riffle
94
95
96
97
98
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS -9 Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.0 96.94 96.5
3.1 96.92 9.3
4.2 96.78 13.8
5.1 96.53 97.8
6.0 96.10 50.0
7.0 95.86 1.2
7.7 95.81 1.2
8.9 95.70 0.7
9.3 95.47 20.4
9.8 95.35 3.6
10.5 95.39 1.0
10.9 95.30
11.8 95.33 C/E
12.6 95.41
13.1 95.59
13.7 95.63
14.1 95.71
15.0 95.98
15.8 96.28
18.1 96.48
20.6 96.71
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 10, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
95
96
97
98
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 10, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.0 98.07 97.8
2.9 97.83 9.0
4.8 97.70 14.2
6.1 97.40 98.8
6.9 97.02 50.0
9.3 96.81 1.0
10.8 96.76 0.9
10.9 96.76 0.6
12.4 96.97 22.3
13.6 97.10 3.5
14.7 96.96 0.93
15.8 97.11
16.8 97.40 C/E
18.0 97.80
21.2 97.83
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 11, Riffle
96
97
98
99
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS -11, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.3 98.32 98.1
3.3 98.28 6.5
5.5 98.11 13.5
6.6 97.73 99.4
8.1 97.71 50.0
9.5 97.60 1.3
10.2 97.53 1.3
10.8 97.43 0.5
11.9 97.15 28.0
12.7 96.97 3.7
13.5 96.75 1.0
14.1 96.79
14.4 96.87 C/E
14.8 97.64
15.7 97.82
17.3 98.04
19.5 98.06
20.9 98.13
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 12, Riffle
96
97
98
99
100
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 12, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.2 98.9 97.8
3.3 98.8 13.0
6.3 98.5 9.5
8.1 98.1 NA
9.4 96.2 NA
10.7 95.9 2.0
11.4 95.9 2.2
14.0 96.0 1.4
14.7 96.3 NA
16.2 97.1 NA
17.3 97.7 1.1
18.5 98.1
20.5 98.4 C/E
22.5 98.5
26.1 98.7
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 13, Pool
95
96
97
98
99
100
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 13, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
0.2 99.20 99.2
2.8 99.10 8.1
5.0 98.84 15.7
5.8 98.65 100.2
6.7 98.39 50.0
7.6 98.28 1.0
8.4 98.19 0.9
9.3 98.47 0.5
10.0 98.38 30.4
10.6 98.34 3.2
11.5 98.29 0.93
12.3 98.52
13.8 98.53 C/E
14.8 98.66
16.1 99.00
16.8 99.22
18.9 99.20
21.3 99.27
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 14, Riffle
98
99
100
101
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 14, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/13/22
Station Elevation
-0.1 100.16 99.5
1.9 99.74 6.1
3.4 99.59 11.2
4.6 99.34 100.3
5.6 99.00 50.0
6.8 99.08 0.8
9.1 98.65 0.9
10.2 98.75 0.5
11.4 98.72 20.8
12.7 98.70 4.5
13.5 98.94 1.0
14.2 99.10
15.1 99.52 C/E
16.2 99.64
18.1 99.48
18.3 99.46
20.5 99.57
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 15, Riffle
98
99
100
101
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 15, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.1 100.43 100.2
2.4 100.52 7.7
4.9 100.25 11.9
6.2 99.94 101.7
7.5 99.65 50.0
8.9 99.97 1.5
9.6 99.62 1.5
10.5 99.55 0.6
11.3 99.31 18.4
12.0 99.07 4.2
12.8 98.85 1.0
13.5 98.85
14.3 98.71 C/E
15.1 99.72
15.9 99.97
16.8 100.19
18.8 100.34
20.8 100.52
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 16, Riffle
98
99
100
101
102
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 16, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.2 100.8 100.2
2.5 100.7 6.7
3.9 100.5 7.9
5.0 100.2 NA
7.3 100.2 NA
8.2 98.9 1.6
9.0 98.9 1.5
9.9 98.7 0.9
11.0 98.7 NA
12.0 98.8 NA
12.9 100.3 1.0
14.1 100.6
15.9 100.9 C/E
17.2 100.9
18.5 101.1
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 17, Pool
98
99
100
101
102
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 17, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 100.68 100.7
2.4 100.75 6.1
4.2 100.55 10.5
4.9 100.40 101.7
5.5 100.15 50.0
6.3 99.68 1.0
7.2 99.63 1.1
8.3 99.76 0.6
9.7 99.79 18.1
10.5 99.83 4.8
11.0 100.16 1.06
11.6 100.20
12.6 100.29 C/E
14.0 100.71
15.9 100.87
18.0 101.13
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 18, Riffle
99
100
101
102
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 18, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 101.41 101.4
3.0 101.23 12.6
5.1 101.03 20.4
5.8 100.90 102.5
6.6 100.61 50.0
7.8 100.32 1.1
8.8 100.29 1.0
10.6 100.36 0.6
11.7 100.34 33.1
13.3 100.27 2.4
14.6 100.35 0.94
15.1 100.56
16.0 100.64 C/E
16.8 100.79
18.4 101.03
21.1 101.30
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 19, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
99
100
101
102
103
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 19, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 101.6 101.9
2.0 101.6 13.3
3.8 101.5 18.5
4.7 101.3 NA
5.2 101.1 NA
6.2 100.8 1.3
7.3 100.8 1.0
8.3 100.7 0.7
9.6 100.7 NA
11.0 100.6 NA
12.6 100.8 0.72
13.9 101.2
14.8 101.2 C/E
15.9 101.6
18.5 101.7
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 20, Pool
99
100
101
102
103
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 20, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.2 102.2 102.3
2.2 102.1 11.2
3.4 102.0 15.4
4.3 101.9 NA
5.4 101.7 NA
6.2 100.8 1.6
6.9 100.7 1.0
7.8 100.7 0.7
8.5 100.9 NA
9.3 100.8 NA
10.2 100.9 0.65
10.8 101.1
11.8 101.2 C/E
12.6 101.7
13.3 101.9
14.8 102.1
16.6 102.4
18.5 102.7
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 21, Pool
100
101
102
103
104
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 21, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.2 102.78 102.7
2.3 102.82 6.6
5.0 102.50 11.2
6.6 102.17 103.9
7.9 102.15 50.0
8.5 101.92 1.1
9.4 101.73 1.2
10.1 101.69 0.6
10.9 101.68 19.2
11.7 101.59 4.4
12.5 101.84 1.08
12.8 102.16
13.3 102.40 C/E
14.7 102.84
16.5 102.92
19.6 103.05
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 22, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
101
102
103
104
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 22, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.2 103.53 103.4
2.5 103.35 12.6
3.9 103.17 14.8
4.8 102.91 105.2
5.3 102.57 50.0
6.0 102.06 1.8
7.0 101.85 1.8
7.9 101.78 0.9
8.0 101.76 17.5
8.8 101.55 3.4
9.3 101.74 1.0
9.8 101.86
10.3 101.97 C/E
10.8 102.00
11.7 102.10
12.4 102.48
13.1 102.76
14.6 102.97
16.4 103.26
18.6 103.62
20.4 103.75
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 23, Riffle
101
102
103
104
105
106
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS -23 Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 104.1 103.9
1.8 104.2 7.1
3.8 103.9 10.3
5.1 103.7 NA
6.2 103.5 NA
7.3 103.2 1.1
8.2 102.9 1.4
8.8 102.8 0.7
9.9 102.8 NA
11.1 102.8 NA
12.3 102.9 1.2
12.7 103.0
13.0 103.4 C/E
13.5 103.8
14.5 104.1
16.0 104.2
18.4 104.5
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 24, Pool
102
103
104
105
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 24, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 104.83 104.3
2.1 104.94 8.2
4.3 104.83 7.2
5.3 104.68 105.8
6.2 103.40 50.0
6.7 103.06 1.6
8.0 103.03 1.6
8.8 102.83 1.1
9.6 102.74 6.4
10.5 102.90 6.9
11.1 103.10 1.0
11.5 103.39
12.3 103.70 C/E
12.7 104.34
14.6 104.41
17.1 104.75
19.7 105.06
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 25, Riffle
102
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 25, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
0.0 105.50 105.0
3.2 105.21 7.2
7.0 104.51 10.2
9.5 104.30 106.5
10.7 103.79 50.0
11.2 103.65 1.5
11.8 103.52 1.7
12.6 103.71 0.7
13.2 104.12 14.5
13.7 104.56 4.9
14.8 105.28 1.12
16.6 105.60
20.1 105.93 C/E
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 26, Riffle
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
103
104
105
106
107
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 26, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
0.2 106.43 106.2
3.0 106.46 9.8
5.0 105.96 10.4
5.6 105.12 107.9
5.9 104.79 50.0
6.5 104.49 1.7
6.6 104.49 1.9
7.1 104.51 0.9
8.0 104.71 11.0
9.1 104.80 4.8
10.0 105.03 1.07
10.9 105.22
14.8 106.34 C/E
19.3 106.52
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 27, Riffle
104
105
106
107
108
109
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 27, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
0.0 107.99 107.5
3.0 107.64 13.4
4.8 107.21 14.7
5.2 107.02 109.3
5.6 106.45 50.0
5.8 106.05 1.8
6.5 105.79 1.9
7.5 105.68 0.9
8.2 105.89 16.2
9.6 105.94 3.4
10.6 106.05 1.0
11.4 106.34
13.0 106.71 C/E
18.7 107.56
21.6 107.93
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 28, Riffle
105
106
107
108
109
110
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 28, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
0.2 108.0 107.2
3.4 107.7 11.7
5.0 107.4 11.1
5.8 106.3 NA
6.3 105.9 NA
6.8 105.5 2.0
7.2 105.2 2.0
8.3 105.4 1.1
9.7 105.7 NA
11.6 105.8 NA
12.0 105.9 1.0
12.6 106.5
13.2 106.9 C/E
15.1 107.2
18.2 107.4
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 29, Pool
105
106
107
108
109
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 29, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
-0.5 108.6 108.4
3.0 108.3 15.2
5.7 107.7 16.5
6.3 107.3 NA
6.5 107.1 NA
7.1 106.8 1.9
8.6 106.8 1.7
9.5 106.9 0.9
10.5 106.9 NA
11.5 106.6 NA
12.7 106.5 0.9
13.3 106.6
13.6 107.5 C/E
14.9 108.2
17.9 108.3
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 30, Pool
106
107
108
109
0 10 20
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Station (feet)
Motes Creek, Motes, XS - 30, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
-0.2 109.31 108.8
2.8 109.09 11.1
5.2 108.45 11.7
6.9 107.98 110.4
7.5 107.76 50.0
7.8 107.61 1.6
7.9 107.53 1.6
8.8 107.53 0.9
9.3 107.33 12.4
10.2 107.20 4.3
11.2 107.33 1.0
12.5 107.43
13.0 107.56 C/E
13.4 107.91
13.9 107.93
15.5 108.79
20.0 109.20
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 31, Riffle
107
108
109
110
111
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 31, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
0.2 109.33 109.0
3.2 109.12 9.4
4.9 108.89 12.5
5.8 108.44 110.3
6.4 108.21 50.0
6.9 107.82 1.3
7.3 107.68 1.2
9.2 107.77 0.7
10.3 107.79 16.8
11.4 107.95 4.0
12.4 108.14 0.92
13.7 108.42
15.8 108.85 C/E
20.1 109.52
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID Motes, XS - 32, Riffle
107
108
109
110
111
0 10 20 30
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Station (feet)
Motes Creek, Motes, XS - 32, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/21
Station Elevation
-0.7 100.69 100.5
1.9 100.67 4.0
4.1 100.47 9.3
5.6 100.12 101.2
5.9 99.97 50.0
7.1 99.96 0.7
7.6 99.96 0.8
8.5 99.74 0.4
9.5 99.72 21.5
10.1 99.81 5.4
10.8 99.89 1.07
11.6 99.82
11.8 100.12 C/E
12.2 100.25
13.5 100.50
15.0 100.44
16.3 100.52
17.5 100.51
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 1, Riffle
Flood Prone Area Elevation:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
99
100
101
102
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -1, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 100.98 101.0
3.1 100.94 3.8
4.2 100.93 13.5
5.0 100.92 101.6
5.4 100.56 50.0
6.0 100.55 0.6
7.2 100.51 0.5
8.3 100.45 0.3
9.4 100.46 47.8
9.9 100.45 3.7
10.8 100.52 0.85
12.5 100.83
14.4 101.17 C/E
16.5 101.13
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 2, Riffle
100
101
102
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -2, Riffle
Bankfull
Flood Prone Area
MY-00, 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.5 102.3 102.2
3.1 102.2 8.0
4.1 102.0 9.1
4.6 101.8 NA
5.0 101.5 NA
5.5 100.8 1.6
6.2 100.6 1.6
7.7 100.8 0.9
8.5 100.8 NA
9.0 100.9 NA
9.8 101.2 1.0
10.4 101.5
11.0 101.8 C/E
11.6 102.2
13.3 102.4
16.0 102.3
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 3, Pool
Flood Prone Area Elevation:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
100
101
102
103
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 3, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 105.3 105.1
2.0 105.3 9.2
4.0 104.8 10.0
4.8 104.6 NA
5.1 104.4 NA
5.7 104.1 1.7
6.3 103.8 1.9
7.2 103.5 0.9
7.7 103.5 NA
8.7 103.4 NA
9.6 103.5 1.1
10.2 103.8
10.6 104.1 C/E
11.1 104.5
11.9 104.9
14.1 105.3
16.8 105.1
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 4, Pool
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 4, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.1 105.32 105.1
3.1 105.11 6.9
4.7 104.82 15.6
5.1 104.68 105.8
5.4 104.51 50.0
6.0 104.40 0.7
6.5 104.38 0.7
7.7 104.43 0.4
9.0 104.49 35.2
9.5 104.41 3.2
10.2 104.40 1.0
11.3 104.54
12.0 104.65 C/E
12.7 104.62
14.0 104.68
18.7 105.07
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 5, Riffle
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -5, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.1 106.34 106.0
3.6 106.16 5.9
4.7 105.71 9.8
5.6 105.47 107.0
6.1 105.35 50.0
6.5 105.16 1.0
7.0 105.03 1.0
7.5 105.16 0.6
8.4 105.13 16.2
9.2 105.05 5.1
10.0 105.15 1.0
10.8 105.45
11.5 105.58 C/E
13.9 106.08
16.7 106.06
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 6, Riffle
104
105
106
107
108
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -6, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 105.96 106.2
3.4 106.00 3.4
4.8 106.06 11.4
6.1 105.92 106.8
6.4 105.79 50.0
6.8 105.73 0.6
7.0 105.64 0.5
7.9 105.60 0.3
8.7 105.57 37.8
9.4 105.62 4.4
9.8 105.69 0.81
10.3 105.86
11.1 106.17 C/E
12.3 106.21
14.1 106.37
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 7, Riffle
105
106
107
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -7, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.1 108.25 107.9
4.1 107.87 4.2
6.6 107.51 10.3
7.6 107.31 108.6
8.1 107.25 50.0
9.1 107.26 0.7
10.8 107.26 0.7
11.2 107.43 0.4
12.1 107.52 25.7
12.6 107.64 4.8
13.8 107.91 1.0
16.1 108.09
17.5 108.09 C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 8, Riffle
107
108
109
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -8, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.1 108.4 108.1
3.1 108.3 8.7
4.4 108.1 10.5
5.1 107.5 NA
6.1 107.6 NA
6.4 107.4 1.4
7.1 107.3 1.6
7.4 107.2 0.8
8.0 107.0 NA
8.6 106.8 NA
9.9 106.7 1.1
10.9 106.7
11.7 106.8 C/E
12.6 107.6
13.1 107.9
16.1 108.3
18.8 108.2
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 9, Pool
106
107
108
109
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 9, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 108.30 108.2
3.6 108.13 3.7
5.0 108.04 12.4
5.8 107.85 108.8
6.3 107.77 50.0
7.5 107.66 0.6
8.3 107.68 0.6
9.0 107.68 0.3
9.8 107.87 41.1
10.6 107.71 4.0
11.8 107.88 1.0
14.2 108.25
17.0 108.32 C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 10, Riffle
107
108
109
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 10, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 108.8 108.5
2.3 108.9 5.2
4.3 108.9 5.9
5.6 108.9 NA
6.1 108.4 NA
6.3 107.8 1.2
7.2 107.4 1.4
7.8 107.4 0.9
8.4 107.3 NA
9.4 107.5 NA
10.2 107.5 1.2
10.8 107.8
11.7 108.5 C/E
13.0 108.7
15.2 108.7
17.5 108.7
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 11, Pool
107
108
109
110
0 10 20
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Station (feet)
Motes Creek, UT 1, XS -11, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.5 108.97 108.9
3.1 109.01 4.5
5.2 108.56 12.7
6.3 108.44 109.6
7.7 108.32 50.0
8.9 108.29 0.8
9.5 108.18 0.7
10.1 108.06 0.4
10.9 108.12 36.0
11.4 108.30 3.9
12.3 108.52 0.91
13.4 108.78
14.1 108.78 C/E
16.6 108.76
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 12, Riffle
107
108
109
110
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 12, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 109.76 109.9
3.5 109.87 5.4
4.7 109.72 12.8
5.4 109.53 110.8
5.8 109.32 50.0
6.2 109.18 0.8
7.0 109.18 0.8
7.7 109.08 0.4
8.4 109.19 30.1
9.0 109.19 3.9
9.9 109.28 0.94
11.6 109.34
13.7 109.82 C/E
16.7 109.94
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 13, Riffle
108
109
110
111
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 13, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.3 110.8 110.4
2.9 110.6 7.9
4.2 110.3 9.1
4.7 110.3 NA
5.2 109.6 NA
5.9 109.0 1.5
6.6 108.9 1.4
7.6 108.9 0.9
8.3 109.0 NA
9.4 109.1 NA
10.5 109.4 0.9
10.5 109.6
10.9 109.9 C/E
11.7 110.2
14.6 110.6
17.3 110.7
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 14, Pool
108
109
110
111
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 14, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 110.49 110.6
4.5 110.22 4.9
6.9 110.30 12.6
7.6 110.09 111.4
8.3 109.98 50.0
8.7 109.98 0.7
9.5 109.92 0.7
10.2 109.94 0.4
10.7 110.18 32.6
11.5 110.49 4.0
12.7 110.65 1.0
14.7 110.68
C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 15, Riffle
109
110
111
112
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 15, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.1 111.17 111.2
3.0 111.36 4.8
4.1 111.05 11.0
4.7 110.71 112.1
5.3 110.56 50.0
6.0 110.49 1.0
6.4 110.19 1.0
7.1 110.28 0.4
8.0 110.40 25.0
8.4 110.21 4.6
8.9 110.44 1.0
9.4 110.62
10.6 110.85 C/E
14.8 111.15
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 16, Riffle
109
110
111
112
113
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 16, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.1 111.79 111.4
3.0 111.30 3.2
3.5 111.03 9.8
4.0 110.85 112.1
4.3 110.67 50.0
5.5 110.59 0.8
6.4 110.68 0.7
7.8 110.85 0.3
8.4 111.08 29.5
8.9 111.31 5.1
12.0 111.32 1.0
16.7 111.66
C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 17, Riffle
110
111
112
113
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 17, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 112.4 112.4
2.7 112.5 6.5
3.5 112.3 12.1
4.4 112.1 NA
4.9 111.7 NA
5.6 111.7 1.1
6.1 111.6 1.0
7.4 111.6 0.5
8.6 111.3 NA
9.6 111.2 NA
10.4 111.4 0.9
11.0 111.7
11.4 112.1 C/E
13.7 112.3
15.5 112.5
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 18, Pool
111
112
113
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 18, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 101.71 101.6
4.6 101.33 5.0
6.2 101.29 13.4
6.9 100.90 102.4
7.5 100.83 50.0
8.8 100.82 0.8
10.0 100.83 0.8
11.1 100.77 0.4
11.3 101.31 35.8
12.1 101.30 3.7
14.4 101.55 1.0
17.0 101.70
C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 19, Riffle
100
101
102
103
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 19, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.3 113.96 113.9
4.0 113.95 5.2
5.5 113.45 11.6
5.8 112.88 115.0
6.8 112.90 50.0
8.2 113.13 1.0
9.2 113.38 1.1
10.5 113.54 0.4
14.6 113.82 25.9
17.7 114.12 4.3
1.0
C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 20, Riffle
112
113
114
115
116
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 20, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 114.63 114.3
4.0 114.55 3.0
5.1 114.27 8.2
6.4 114.06 115.1
6.8 113.94 50.0
7.3 113.79 0.7
8.2 113.61 0.7
8.8 113.61 0.4
9.8 113.80 22.3
10.5 113.85 6.1
11.3 114.12 1.0
13.2 114.35
16.5 114.39 C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 21, Riffle
113
114
115
116
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 21, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.3 115.0 114.8
0.4 115.2 8.1
4.6 115.1 6.5
5.8 115.0 NA
6.2 114.6 NA
6.6 114.0 1.8
7.2 113.8 1.9
8.0 113.6 1.2
8.9 113.3 NA
9.7 113.0 NA
11.0 113.0 1.1
11.8 113.3
12.1 114.6 C/E
12.7 114.9
14.7 115.1
16.6 115.1
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 22, Pool
112
113
114
115
116
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 22, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-1.0 117.48 117.6
2.8 117.58 7.7
5.3 117.24 15.5
7.1 116.84 118.7
8.0 116.59 50.0
9.1 116.57 1.1
10.0 116.49 1.1
11.0 116.49 0.5
11.9 116.63 31.4
12.3 116.99 3.2
12.9 117.39 1.0
14.3 117.50
18.3 117.58 C/E
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Riffle
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 23, Riffle
116
117
118
119
0 10 20
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Station (feet)
Motes Creek, UT 1, XS - 23, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
0.0 118.1 117.9
4.7 117.3 16.4
6.4 117.0 18.4
7.0 116.8 NA
7.7 116.3 NA
8.7 116.1 2.1
9.6 116.0 1.8
10.9 115.9 0.9
11.6 116.0 NA
12.9 115.9 NA
13.2 117.0 0.9
13.8 117.2
14.6 117.6 C/E
16.3 117.7
19.2 117.9
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Feature Pool
Date:1/13/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 1, XS - 24, Pool
115
116
117
118
119
0 10 20 30
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Station (feet)
Motes Creek, UT 1, XS - 24, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/12/20
MY-05 1/13/22
Station Elevation
-0.2 92.68 92.6
2.3 92.90 9.3
3.8 92.40 10.7
4.9 92.12 94.2
5.8 91.85 50.0
6.5 91.72 1.6
6.9 91.48 1.5
7.3 91.47 0.9
8.4 91.22 12.3
9.2 91.21 4.7
10.1 91.03 1.0
10.6 91.10
11.0 91.42 C/E
11.7 91.74
12.5 92.10
13.6 92.54
14.6 92.86
17.4 93.04
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 1, Riffle
90
91
92
93
94
95
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -1, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 93.35 93.2
1.5 93.12 10.9
3.1 93.11 14.9
4.2 92.86 94.5
5.3 92.48 50.0
5.6 92.18 1.4
6.0 91.88 1.3
6.5 91.87 0.7
7.4 91.87 20.2
9.1 91.80 3.4
10.1 91.83 1.0
10.5 91.96
11.1 92.02 C/E
11.9 92.09
13.6 92.75
17.8 93.48
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 2, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
91
92
93
94
95
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -2, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.1 93.5 93.3
2.5 93.3 7.2
3.7 93.2 10.2
4.8 93.0 NA
6.0 92.7 NA
6.4 92.4 1.6
6.9 92.0 1.5
7.7 91.8 0.7
8.4 91.8 NA
9.1 91.8 NA
9.6 92.0 0.9
10.3 92.5
11.4 93.0 C/E
13.1 93.4
16.3 93.6
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 3, Pool
91
92
93
94
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 3, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 94.04 93.9
2.9 93.95 6.6
4.2 93.79 12.0
5.6 93.39 95.0
6.6 93.10 50.0
7.4 92.91 1.1
8.1 92.92 1.0
8.8 92.87 0.6
8.9 92.87 21.7
9.5 92.81 4.2
10.3 92.89 1.0
11.1 92.89
11.8 93.53 C/E
13.1 93.73
14.8 93.86
17.2 94.04
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 4, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
92
93
94
95
96
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -4, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.4 94.9 94.9
2.7 95.0 8.4
4.3 94.7 9.3
4.9 94.4 NA
6.0 93.9 NA
6.3 93.5 1.6
6.8 93.5 1.4
7.4 93.4 0.9
8.4 93.3 NA
8.9 93.3 NA
9.7 93.4 0.9
10.3 93.6
10.9 94.5 C/E
13.2 95.1
16.1 95.3
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 5, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
93
94
95
96
0 10 20
El
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Station (feet)
Motes Creek, UT 2, XS - 5, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 95.31 95.2
2.9 95.24 7.8
4.0 94.99 11.7
4.7 94.70 96.4
5.1 94.50 50.0
6.4 94.43 1.2
7.6 94.44 1.2
8.3 94.23 0.7
9.5 94.01 17.5
12.2 94.40 4.3
13.0 94.56 1.0
13.5 95.05
14.9 95.20 C/E
17.6 95.43
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 6, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
93
94
95
96
97
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -6, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.2 95.69 95.4
2.6 95.53 5.9
4.8 95.11 11.6
5.9 94.81 96.4
6.2 94.62 50.0
6.6 94.63 1.0
7.4 94.44 0.8
8.2 94.30 0.5
9.2 94.59 23.0
9.8 94.78 4.3
11.0 94.65 0.81
12.5 94.70
13.5 95.12 C/E
17.1 95.51
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 7, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
94
95
96
97
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -7, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.2 95.55 95.5
2.7 95.58 5.7
4.3 95.40 10.4
5.1 95.17 96.4
5.7 95.08 50.0
6.4 94.67 0.9
7.0 94.63 0.9
7.7 94.64 0.5
8.5 94.73 18.8
9.1 94.73 4.8
9.8 94.82 1.0
11.1 94.80
11.7 94.94 C/E
12.4 95.23
14.0 95.74
18.1 95.88
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 8, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
94
95
96
97
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -8, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.8 96.3 96.2
3.1 96.3 8.3
4.5 95.9 9.0
5.2 96.0 NA
5.9 95.4 NA
6.1 95.1 2.1
6.7 94.6 1.9
7.4 94.4 0.9
8.0 94.1 NA
8.3 94.6 NA
9.1 95.1 0.9
9.5 95.0
10.6 95.1 C/E
11.2 95.5
11.8 96.0
13.0 96.5
16.7 96.5
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 9, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
93
94
95
96
97
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 9, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.1 98.71 98.7
3.1 98.73 6.6
4.6 98.22 10.9
5.5 98.06 99.8
6.0 97.62 50.0
6.9 97.62 1.1
7.7 97.63 1.1
8.4 97.60 0.6
9.4 97.62 18.1
9.8 97.75 4.6
10.4 98.10 1.0
10.9 98.20
13.2 98.98 C/E
15.7 99.27
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 10, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
97
98
99
100
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 10, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 99.44 99.2
0.3 99.34 8.7
3.5 99.36 11.0
5.0 98.55 100.3
6.4 98.29 50.0
7.0 98.23 1.1
8.3 98.14 1.2
9.1 98.14 0.8
10.6 98.11 13.9
11.4 98.17 4.5
12.1 98.27 1.12
12.5 98.43
13.3 98.71 C/E
13.9 99.03
14.9 99.26
17.2 99.66
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 11, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
97
98
99
100
101
0 10 20
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Station (feet)
Motes Creek, UT 2, XS -11, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.2 100.38 100.2
3.4 100.08 4.9
5.8 99.82 11.3
6.8 99.62 100.9
7.2 99.52 50.0
8.0 99.35 0.8
9.0 99.48 0.8
9.6 99.40 0.4
10.5 99.41 26.1
11.2 99.50 4.4
12.0 99.68 1.0
12.6 99.88
13.6 100.14 C/E
15.7 100.24
17.6 100.26
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 12, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
99
100
101
102
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 12, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.3 100.7 100.6
1.8 100.7 7.9
3.9 100.3 12.0
5.2 100.2 NA
5.9 100.0 NA
6.3 99.8 1.4
6.8 99.6 1.2
7.1 99.4 0.7
7.3 99.4 NA
7.8 99.3 NA
8.5 99.2 0.8
9.1 99.2
10.0 99.3 C/E
10.5 99.5
11.2 99.9
11.8 100.1
13.5 100.5
16.3 100.8
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 13, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
99
100
101
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 13, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.3 100.71 100.6
2.0 100.73 4.5
4.6 100.51 10.1
5.2 100.11 101.2
8.5 99.99 50.0
9.6 99.98 0.6
10.4 99.98 0.7
11.6 100.03 0.4
12.5 100.04 22.6
12.7 100.23 4.9
14.2 100.66 1.14
17.3 101.11
C/E
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 14, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
99
100
101
102
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 14, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.1 101.93 101.6
3.2 101.67 3.4
5.1 101.19 8.7
6.4 101.25 102.4
7.0 101.26 50.0
7.6 101.01 0.8
8.1 100.78 0.9
8.6 100.99 0.4
10.6 101.13 22.2
11.4 101.21 5.7
11.7 101.37 1.12
12.8 101.76
C/E
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 15, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
100
101
102
103
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 15, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 102.0 101.8
2.5 102.0 7.3
3.7 101.7 8.5
4.8 101.5 NA
5.1 101.3 NA
5.7 101.1 1.5
6.2 100.9 1.4
7.0 100.6 0.9
7.7 100.5 NA
8.1 100.4 NA
8.6 100.3 0.9
9.4 100.4
10.4 100.6 C/E
11.1 101.1
11.7 101.8
13.6 101.9
16.5 102.0
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 16, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
100
101
102
103
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 16, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.3 101.94 102.0
3.4 102.03 4.5
4.2 101.76 12.8
4.8 101.60 102.7
5.5 101.51 50.0
6.8 101.32 0.7
7.1 101.27 0.8
7.7 101.34 0.4
8.2 101.25 36.0
8.6 101.28 3.9
9.1 101.33 1.09
9.6 101.42
10.2 101.51 C/E
10.5 101.71
11.1 101.69
12.6 101.75
16.3 101.94
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 17, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
101
102
103
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 17, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 104.60 104.3
2.9 104.52 6.1
4.2 104.24 10.1
5.2 104.05 105.8
6.2 103.75 50.0
6.7 103.71 1.5
6.9 103.63 1.3
7.3 103.14 0.6
7.6 103.09 17.0
8.4 103.06 4.9
8.9 102.89 0.89
9.4 103.32
9.9 103.60 C/E
10.5 103.79
11.8 103.85
12.6 104.18
15.2 104.51
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 18, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
102
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 18, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 105.0 104.8
2.0 104.9 9.7
3.9 104.4 10.7
5.2 104.2 NA
5.5 104.0 NA
5.8 103.7 1.7
6.5 103.5 1.8
7.0 103.4 0.9
7.9 103.2 NA
8.2 103.1 NA
9.0 103.1 1.0
9.5 103.1
9.9 103.3 C/E
10.4 103.8
11.2 104.1
12.1 104.5
13.7 105.1
15.4 105.5
17.6 105.5
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 19, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
102
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 19, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
-0.2 105.12 105.0
3.2 104.99 4.9
5.2 104.56 9.1
5.5 104.23 105.8
6.5 104.21 50.0
7.6 104.17 0.8
8.2 104.16 0.8
8.6 104.21 0.5
9.2 104.24 17.0
9.8 104.37 5.5
10.6 104.40 1.0
11.5 104.71
13.2 105.25 C/E
16.0 105.61
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 20, Riffle
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 20, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.1 105.6 105.6
2.2 105.6 9.3
4.0 105.3 10.3
5.3 104.9 NA
5.6 104.7 NA
6.0 104.4 1.9
6.5 104.2 1.9
7.4 104.0 0.9
7.9 103.9 NA
8.7 103.8 NA
9.4 103.7 1.0
9.7 103.8
10.4 104.1 C/E
10.9 105.0
11.2 105.4
12.5 105.7
13.5 105.8
15.5 105.9
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 21, Pool
103
104
105
106
107
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 21, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.5 106.41 106.4
2.5 106.47 2.8
3.5 106.38 8.4
4.4 106.11 107.0
5.0 105.74 50.0
5.5 105.90 0.6
6.3 105.81 0.6
6.9 105.80 0.3
7.0 105.77 25.3
7.6 105.83 6.0
8.3 105.85 1.05
8.7 105.94
9.2 106.09 C/E
10.7 106.23
12.7 106.40
14.8 106.51
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 22, Riffle
105
106
107
108
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 22, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 107.5 107.3
2.3 107.6 6.3
3.3 107.5 10.9
4.1 107.2 NA
4.6 107.0 NA
5.0 106.3 1.3
5.4 106.2 1.2
6.0 106.0 0.6
7.0 106.0 NA
7.5 106.0 NA
8.2 106.1 0.9
8.8 106.3
9.1 106.7 C/E
9.8 106.7
12.6 107.2
15.3 107.3
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 23, Pool
105
106
107
108
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 23, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 107.92 107.4
2.6 107.98 2.6
4.8 107.15 7.7
6.4 107.17 108.0
6.9 107.04 50.0
7.0 106.78 0.5
7.8 106.80 0.6
9.1 106.83 0.3
9.9 106.82 22.6
10.4 106.86 6.5
12.3 107.39 1.10
15.1 107.20
C/EStream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 24, Riffle
106
107
108
109
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 24, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.2 107.92 108.0
2.3 107.88 4.6
3.7 107.66 11.3
4.5 107.51 108.9
5.6 107.46 50.0
5.9 107.32 0.9
6.1 107.23 0.8
6.5 107.04 0.4
6.9 107.08 28.2
7.3 107.11 4.4
7.6 107.19 0.91
8.1 107.12
8.5 107.14 C/E
8.8 107.48
9.3 107.62
10.7 107.70
11.7 108.03
15.1 107.98
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 25, Riffle
106
107
108
109
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 25, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.3 108.63 108.6
2.1 108.83 3.0
3.4 108.73 8.6
4.3 108.72 109.2
4.9 108.54 50.0
5.4 108.24 0.7
5.9 108.09 0.6
6.5 108.16 0.3
7.5 108.17 24.7
8.1 108.19 5.8
8.5 108.18 1.0
9.0 108.12
9.4 108.28 C/E
9.8 108.47
10.1 108.49
11.3 108.70
14.9 108.94
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 26, Riffle
108
109
110
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 26, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 109.0 108.6
2.3 109.1 5.8
3.3 109.2 5.9
3.8 108.4 NA
4.0 108.0 NA
4.4 107.8 1.4
5.0 107.6 1.7
5.8 107.3 1.0
6.3 107.1 NA
6.8 107.2 NA
7.8 107.3 1.2
8.7 107.6
9.2 108.3 C/E
9.8 108.8
10.4 108.9
12.8 109.0
15.4 109.0
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 27, Pool
107
108
109
110
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 27, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.4 109.46 109.5
2.8 109.55 5.0
4.1 109.27 12.2
4.7 108.99 110.4
5.5 108.83 50.0
5.9 108.73 0.9
6.3 108.58 1.0
6.7 108.58 0.4
7.2 108.63 29.5
7.7 108.79 4.1
8.5 108.76 1.08
8.7 108.84
9.4 108.87 C/E
12.1 109.35
15.3 109.41
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 28, Riffle
108
109
110
111
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 28, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.2 110.65 110.5
2.4 110.63 5.1
3.9 110.17 10.6
4.8 109.91 111.2
5.2 109.73 30.0
5.8 109.71 0.8
6.3 109.66 0.9
7.1 109.74 0.5
7.8 109.69 22.0
8.5 109.74 2.8
9.2 109.81 1.18
9.9 109.86
10.5 110.01 C/E
11.1 110.15
12.4 110.19
14.3 110.59
17.3 110.72
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 29, Riffle
109
110
111
112
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 29, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.1 111.0 110.7
2.0 110.9 10.2
4.3 110.5 11.4
5.2 110.3 NA
5.6 110.1 NA
6.1 108.7 2.0
6.8 108.7 1.6
7.6 108.8 0.9
8.5 108.9 NA
9.2 109.1 NA
9.8 109.3 0.8
10.4 109.5
10.9 109.6 C/E
11.3 109.9
12.0 110.3
13.5 110.6
16.1 110.8
18.1 111.0
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 30, Pool
108
109
110
111
112
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 30, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.1 112.38 112.0
1.9 112.00 7.2
3.4 111.74 12.0
4.8 111.32 112.9
5.9 111.23 19.0
6.9 111.05 1.0
8.3 111.04 1.0
9.3 110.96 0.6
10.2 111.13 19.9
10.7 111.16 1.6
11.4 111.32 1.0
12.2 111.50
12.3 111.50 C/E
13.6 111.74
14.9 112.26
16.9 112.85
19.3 113.23
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 31, Riffle
110
111
112
113
114
0 10 20 30
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Station (feet)
Motes Creek, UT 2, XS - 31, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.2 113.3 113.0
2.1 113.3 14.9
3.4 112.8 13.8
4.5 112.4 NA
5.9 112.0 NA
6.3 111.8 2.4
7.0 110.8 1.9
7.7 110.8 1.1
8.1 110.6 NA
9.0 110.6 NA
9.7 110.7 0.8
10.5 110.8
10.8 111.1 C/E
11.1 111.7
11.4 111.9
12.0 112.1
12.7 112.5
14.0 112.7
16.1 112.9
19.7 113.4
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 32, Pool
110
111
112
113
114
0 10 20 30
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Station (feet)
Motes Creek, UT 2, XS - 32, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.5 113.94 113.6
3.1 113.71 7.7
5.0 113.61 11.5
5.9 113.36 114.9
6.9 112.76 30.0
7.5 112.65 1.3
8.2 112.32 1.3
8.9 112.39 1.2
9.8 112.44 9.6
10.3 112.57 2.6
11.2 112.68 1.0
12.2 113.07
13.0 113.08 C/E
15.2 113.33
17.5 114.00
19.9 114.28
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 33, Riffle
112
113
114
115
116
0 10 20 30
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Station (feet)
Motes Creek, UT 2, XS - 33, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.3 114.6 113.6
3.6 114.2 7.4
5.5 113.8 5.5
6.5 113.6 NA
7.1 111.9 NA
7.9 111.8 1.8
8.5 111.9 1.7
10.0 111.9 1.3
11.0 112.4 NA
11.7 113.7 NA
13.1 114.0 1.0
15.0 114.5
18.2 114.9 C/EStream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 34, Pool
111
112
113
114
115
116
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 34, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 115.21 115.1
3.1 114.96 7.4
4.7 114.67 11.7
5.4 114.56 116.2
6.0 114.08 30.0
6.9 113.95 1.1
8.1 113.97 1.0
9.2 114.01 0.6
10.3 114.26 18.5
11.0 114.21 2.6
11.6 114.72 0.87
12.2 114.75
13.5 115.32 C/E
15.5 115.71
18.0 116.04
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 2, XS - 35, Riffle
113
114
115
116
117
0 10 20
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Station (feet)
Motes Creek, UT 2, XS - 35, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.2 104.00 104.1
3.1 103.98 4.1
3.7 103.87 10.1
3.9 103.76 105.0
4.0 103.69 50.0
4.5 103.59 0.9
5.1 103.56 0.8
5.8 103.25 0.4
6.3 103.22 25.3
6.8 103.42 4.9
7.5 103.59 0.92
7.9 103.63
8.5 103.65 C/E
9.4 103.64
9.8 103.94
10.5 104.20
11.6 104.30
13.2 104.28
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 3, XS - 1, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 3, XS -1, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.3 104.46 104.5
3.4 104.36 5.0
4.3 104.32 12.0
5.3 104.04 105.4
6.4 103.78 50.0
7.5 103.61 0.9
8.1 103.56 0.8
8.8 103.72 0.4
9.6 103.64 28.6
10.7 103.85 4.2
11.2 104.10 0.93
11.9 104.40
13.3 104.69 C/E
16.4 104.76
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 3, XS - 2, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 3, XS -2, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-02 2/10/20
MY-05 1/18/22
Station Elevation
0.3 104.7 104.7
3.0 104.5 4.0
4.4 104.6 10.3
5.1 104.5 NA
5.6 104.4 NA
6.0 104.1 1.0
6.5 104.0 0.9
6.8 103.9 0.4
7.2 103.8 NA
7.7 103.8 NA
8.2 103.8 0.9
8.5 103.9
8.9 104.1 C/E
9.5 104.4
10.3 104.6
11.4 105.1
14.5 105.4
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 3, XS - 3, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
103
104
105
106
0 10 20
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Station (feet)
Motes Creek, UT 3, XS - 3, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.6 106.43 106.3
2.3 106.45 3.1
3.6 106.25 10.6
4.3 106.18 106.9
4.6 106.23 50.0
4.8 106.10 0.6
5.2 106.02 0.7
5.5 105.86 0.3
5.9 105.74 36.4
6.2 105.75 4.7
6.6 105.85 1.15
7.0 105.88
7.5 105.81 C/E
7.9 105.76
8.2 105.81
8.6 105.83
9.9 105.97
10.4 105.99
11.3 106.06
11.6 106.12
12.1 106.23
13.1 106.4
15.6 106.2
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 3, XS - 4, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
105
106
107
0 10 20
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, UT 3, XS -4, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.0 106.5 106.2
2.4 106.5 4.9
3.5 106.4 9.4
4.0 106.2 NA
4.6 106.1 NA
5.0 105.5 1.1
5.4 105.4 1.1
5.8 105.2 0.5
6.4 105.1 NA
7.4 105.1 NA
8.0 105.1 1.0
8.8 105.2
9.3 105.3 C/E
9.8 105.6
10.4 106.1
10.8 106.2
11.7 106.2
13.1 106.1
15.0 106.1
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 3, XS - 5, Pool
Feature Pool
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
104
105
106
107
0 10 20
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, UT 3, XS - 5, Pool
Bankfull
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22
Station Elevation
0.4 106.18 106.1
3.2 106.24 1.3
4.0 106.10 11.0
4.3 106.05 106.3
4.8 106.04 30.0
5.9 106.01 0.2
6.9 105.98 0.2
7.4 105.98 0.1
7.9 105.83 93.7
8.5 105.92 2.7
8.9 105.91 0.95
9.3 105.85
10.8 105.95 C/E
11.7 105.86
12.4 105.95
13.5 106.01
15.2 105.83
Site Motes Creek
Watershed:Cape Fear, 0303002
XS ID UT 3, XS - 6, Riffle
Feature Riffle
Date:1/18/2022
Field Crew:Adams, Perkinson, Smith
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross-Sectional Area:
Bankfull Width:
Flood Prone Area Elevation:
Stream Type
Flood Prone Width:
Max Depth at Bankfull:
Mean Depth at Bankfull:
W / D Ratio:
Entrenchment Ratio:
Bank Height Ratio:
Low Bank Height:
105
106
107
0 10 20
El
e
v
a
t
i
o
n

(
f
e
e
t
)
Station (feet)
Motes Creek, UT 3, XS -6, Riffle
Bankfull
Flood Prone Area
MY-00 2/22/18
MY-01 8/27/18
MY-02 3/5/19
MY-03 2/10/20
MY-05 1/18/22

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Appendix C.
Vegetation Data

Table 8. Total and Planted Stems by Plot and Species
Vegetation Plot Photographs

Table 8. Total Planted Stems by Plot and Species
 Project Code 1500701.  Project Name: Motes Creek
PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T
Acer rubrum red maple Tree
Betula nigra river birch Tree 8 8 8 11 11 11222666555666333333222111
Celtis occidentalis common hackberry Tree 111
Cercis canadensis eastern redbud Tree 111
Cornus amomum silky dogwood Shrub 222666222111111121212 222 444121212
Diospyros virginiana common persimmon Tree 3 3 3 111
Fraxinus pennsylvanica green ash Tree 444444779333111333777889444888444
Liquidambar styraciflua sweetgum Tree 1 51
Liriodendron tulipifera tuliptree Tree 2 112
Nyssa sylvatica blackgum Tree
Pinus taeda loblolly pine Tree 1 1 22
Platanus occidentalis American sycamore Tree 1 2229911111112222222
Prunus serotina black cherry Tree
Quercus oak Tree 111
Quercus alba white oak Tree 2 2 2
Quercus nigra water oak Tree 3 3 3 1 1 1 111111222
Quercus pagoda cherrybark oak Tree 111
Quercus phellos willow oak Tree 1 333222
Quercus rubra northern red oak Tree 2
Sambucus canadensis Common Elderberry Shrub 222
Ulmus alata winged elm Tree
Ulmus americana American elm Tree
Unknown Shrub or Tree
19 19 22 21 21 23 15 15 20 21 21 21 20 20 21 19 19 21 13 13 13 14 14 21 9 9 12 21 21 23 22 22 23
557335557444445444444445446889666
768.9 768.9 890.3 849.8 849.8 930.8 607 607 809.4 849.8 849.8 849.8 809.4 809.4 849.8 768.9 768.9 849.8 526.1 526.1 526.1 566.6 566.6 849.8 364.2 364.2 485.6 849.8 849.8 930.8 890.3 890.3 930.8
Color for Density
Exceeds requirements by 10%PnoLS = Planted excluding livestakes
Exceeds requirements, but by less than 10% P‐all = Planted including livestakes
Fails to meet requirements, by less than 10% T = All planted and natural recruits including livestakes
Fails to meet requirements by more than 10%T includes natural recruits
1
0.02
1
0.02
1
0.02
1
0.02
1
0.02
1
0.02
Stems per ACRE
1
0.02
1
0.02
1
0.02
Stem count
size (ares)
size (ACRES)
Species count
1
0.02
1
0.02
1500701‐01‐0007 1500701‐01‐0008 1500701‐01‐0009 1500701‐01‐0010 1500701‐01‐0011
Scientific Name Common Name Species Type
1500701‐01‐0001 1500701‐01‐0002 1500701‐01‐0003 1500701‐01‐0004 1500701‐01‐0005 1500701‐01‐0006
Current Plot Data (MY5 2022)
Table 8. Total Planted Stems by Plot and Species (continued)
 Project Code 1500701.  Project Name: Motes Creek
PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T PnoLS P‐all T
Acer rubrum red maple Tree 113
Betula nigra river birch Tree 222888222111444444686868696969717171737373100100100
Celtis occidentalis common hackberry Tree 111111
Cercis canadensis eastern redbud Tree 1 1 1 222666101010111111111111121212
Cornus amomum silky dogwood Shrub 2 2 2 444222222 616161636363636363686868636363
Diospyros virginiana common persimmon Tree 4444411338337222
Fraxinus pennsylvanica green ash Tree 444222111222222 646467636375646469666675727272
Liquidambar styraciflua sweetgum Tree 1 21043 28
Liriodendron tulipifera tuliptree Tree 114113111113111
Nyssa sylvatica blackgum Tree 111666151516141414363637363636373737393939353535
Pinus taeda loblolly pine Tree 1 1 1 1 10
Platanus occidentalis American sycamore Tree 444555333 292933292941292931313136363636
Prunus serotina black cherry Tree 2
Quercus oak Tree 222 333222222777262626
Quercus alba white oak Tree 1 1 1 333333333333444
Quercus nigra water oak Tree 1 1 1 1 1 1 10 10 10 12 12 12 12 12 12 13 13 13 11 11 11
Quercus pagoda cherrybark oak Tree 111111222222777
Quercus phellos willow oak Tree 111111 555 121213101010141414131313111
Quercus rubra northern red oak Tree 2 111 111
Sambucus canadensis Common Elderberry Shrub 222224333333111
Ulmus alata winged elm Tree 7
Ulmus americana American elm Tree 8
Unknown Shrub or Tree 666
9 9 11 18 18 19 13 13 13 14 14 15 33 33 34 24 24 28 305 305 340 307 307 397 316 316 328 334 334 390 366 366 366
446778555556888336151519151519151515141416151515
364.2 364.2 445.2 728.4 728.4 768.9 526.1 526.1 526.1 566.6 566.6 607 1335 1335 1376 971.2 971.2 1133 726.1 726.1 809.4 730.8 730.8 945.1 752.2 752.2 780.8 795.1 795.1 928.4 871.3 871.3 871.3
Color for Density
Exceeds requirements by 10%PnoLS = Planted excluding livestakes
Exceeds requirements, but by less than 10% P‐all = Planted including livestakes
Fails to meet requirements, by less than 10% T = All planted and natural recruits including livestakes
Fails to meet requirements by more than 10%T includes natural recruits
Species count
Stems per ACRE
Current Plot Data (MY5 2022)
17
0.42
17
0.42
17
0.42
17
0.42
17
0.42
1
0.02
1
0.02
1
0.02
1
0.02
1
0.02
1
0.02
MY1 (2018) MY0 (2018)
Scientific Name Common Name Species Type
Stem count
size (ares)
size (ACRES)
1500701‐01‐0013 1500701‐01‐0014 1500701‐01‐0015 1500701‐01‐0016 1500701‐01‐0017
Annual Means
MY5 (2022)MY3 (2020) MY2 (2019)1500701‐01‐0012
Motes Creek Site
MY5 (2022) Vegetation Monitoring Photographs (taken September 2022)
Motes Creek Site Appendix A: Visual Assessment Data
MY5 Monitoring Report –November 2022
Plot 1 Plot 2
Plot 3 Plot 4
Plot 5 Plot 6
Motes Creek Site
MY5 (2022) Vegetation Monitoring Photographs (taken September 2022)
Motes Creek Site Appendix A: Visual Assessment Data
MY5 Monitoring Report –November 2022
Plot 7 Plot 8
Plot 9 Plot 10
Plot 11 Plot 12
Motes Creek Site
MY5 (2022) Vegetation Monitoring Photographs (taken September 2022)
Motes Creek Site Appendix A: Visual Assessment Data
MY5 Monitoring Report –November 2022
Plot 13 Plot 14
Plot 15 Plot 16
Plot 17

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Appendix D.
Hydrology Data

Table 9A. UT1 Upstream Channel Evidence
Table 9B. UT1 Downstream Channel Evidence
Stream Gauge Graphs
Table 10. Verification of Bankfull Events
Table 11. Groundwater Hydrology Data
Groundwater Gauge Graphs
Soil Temperature Graph

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Table 9A. UT1 Upstream Channel Evidence
UT1 Upstream Channel Evidence Year 1
(2018)
Year 2
(2019)
Year 3
(2020)
Year 4
(2021)
Year 5
(2022)
Max consecutive days channel flow 75 147 100 63 153
Presence of litter and debris (wracking) Yes Yes Yes Yes Yes
Leaf litter disturbed or washed away Yes Yes Yes Yes Yes
Matted, bent, or absence of vegetation
(herbaceous or otherwise) Yes Yes Yes Yes Yes
Sediment deposition and/or scour indicating
sediment transport Yes Yes Yes Yes Yes
Water staining due to continual presence of water Yes Yes Yes Yes Yes
Formation of channel bed and banks Yes Yes Yes Yes Yes
Sediment sorting within the primary path of flow Yes Yes Yes Yes Yes
Sediment shelving or a natural line impressed on
the banks Yes Yes Yes Yes Yes
Change in plant community (absence or
destruction of terrestrial vegetation and/or
transition to species adapted for flow or
inundation for a long duration, including
hydrophytes)
Yes Yes Yes Yes Yes
Development of channel pattern (meander bends
and/or channel braiding) at natural topographic
breaks, woody debris piles, or plant root systems
Yes Yes Yes Yes Yes
Exposure of woody plant roots within the primary
path of flow No No No No No
Other:

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Table 9B. UT1 Downstream Channel Evidence
UT1 Downstream Channel Evidence Year 1
(2018)
Year 2
(2019)
Year 3
(2020)
Year 4
(2021)
Year 5
(2022)
Max consecutive days channel flow 80 135 101 127 264
Presence of litter and debris (wracking) Yes Yes Yes Yes Yes
Leaf litter disturbed or washed away Yes Yes Yes Yes Yes
Matted, bent, or absence of vegetation
(herbaceous or otherwise) Yes Yes Yes Yes Yes
Sediment deposition and/or scour indicating
sediment transport Yes Yes Yes Yes Yes
Water staining due to continual presence of water Yes Yes Yes Yes Yes
Formation of channel bed and banks Yes Yes Yes Yes Yes
Sediment sorting within the primary path of flow Yes Yes Yes Yes Yes
Sediment shelving or a natural line impressed on
the banks Yes Yes Yes Yes Yes
Change in plant community (absence or
destruction of terrestrial vegetation and/or
transition to species adapted for flow or
inundation for a long duration, including
hydrophytes)
Yes Yes Yes Yes Yes
Development of channel pattern (meander bends
and/or channel braiding) at natural topographic
breaks, woody debris piles, or plant root systems
Yes Yes Yes Yes Yes
Exposure of woody plant roots within the
primary path of flow No No No No No
Other:

0.0
0.5
1.0
1.5
2.0
2.5
3.0
‐10
‐8
‐6
‐4
‐2
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
1/
1
/
2
2
1/
1
5
/
2
2
1/
2
9
/
2
2
2/
1
2
/
2
2
2/
2
6
/
2
2
3/
1
2
/
2
2
3/
2
6
/
2
2
4/
9
/
2
2
4/
2
3
/
2
2
5/
7
/
2
2
5/
2
1
/
2
2
6/
4
/
2
2
6/
1
8
/
2
2
7/
2
/
2
2
7/
1
6
/
2
2
7/
3
0
/
2
2
8/
1
3
/
2
2
8/
2
7
/
2
2
9/
1
0
/
2
2
9/
2
4
/
2
2
10
/
8
/
2
2
10
/
2
2
/
2
2
11
/
5
/
2
2
11
/
1
9
/
2
2
12
/
3
/
2
2
12
/
1
7
/
2
2
12
/
3
1
/
2
2
Ra
i
n
f
a
l
l
 Am
o
u
n
t
s
 (i
n
)
Wa
t
e
r
 Le
v
e
l
 (i
n
)
Motes Creek Stream Flow Gauge UT1 Upstream
Year  5 (2022 Data)
153 days
0.0
0.5
1.0
1.5
2.0
2.5
3.0
‐12
‐10
‐8
‐6
‐4
‐2
0
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
1/
1
/
2
2
1/
1
1
/
2
2
1/
2
1
/
2
2
1/
3
1
/
2
2
2/
1
0
/
2
2
2/
2
0
/
2
2
3/
2
/
2
2
3/
1
2
/
2
2
3/
2
2
/
2
2
4/
1
/
2
2
4/
1
1
/
2
2
4/
2
1
/
2
2
5/
1
/
2
2
5/
1
1
/
2
2
5/
2
1
/
2
2
5/
3
1
/
2
2
6/
1
0
/
2
2
6/
2
0
/
2
2
6/
3
0
/
2
2
7/
1
0
/
2
2
7/
2
0
/
2
2
7/
3
0
/
2
2
8/
9
/
2
2
8/
1
9
/
2
2
8/
2
9
/
2
2
9/
8
/
2
2
9/
1
8
/
2
2
9/
2
8
/
2
2
10
/
8
/
2
2
10
/
1
8
/
2
2
10
/
2
8
/
2
2
11
/
7
/
2
2
11
/
1
7
/
2
2
11
/
2
7
/
2
2
12
/
7
/
2
2
12
/
1
7
/
2
2
12
/
2
7
/
2
2
Ra
i
n
f
a
l
l
 Am
o
u
n
t
s
 (i
n
)
Wa
t
e
r
 Le
v
e
l
 (i
n
)
Motes Creek Stream  Flow Gauge UT1 Downstream
Year  5 (2022 Data)
264 days

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Table 10. Verification of Bankfull Events
Date of Data
Collection Date of Occurrence Method Photo
(if available)
March 3, 2019 January 13, 2019
Stream gauges and trail cameras captured a bankfull
event after 1.03 inches of rain was documented between
January 12 and 13, 2019 at an onsite rain gauge
1
March 3, 2019 February 23, 2019
Stream gauges and trail cameras captured a bankfull
event after 3.27 inches of rain was documented between
February 21-23, 2019 at an onsite rain gauge
2
May 2, 2019 March 21, 2019
Stream gauges and trail cameras captured a bankfull
event after 2.18 inches of rain was documented between
March 20 and 21, 2019 at an onsite rain gauge
3
May 2, 2019 April 8, 2019
Stream gauges and trail cameras captured a bankfull
event after 1.8 inches of rain was documented between
April 5 and 9, 2019 at an onsite rain gauge
4
May 2, 2019 April 13, 2019
Stream gauges and trail cameras captured a bankfull
event after 4.59 inches of rain was documented between
April 12 and 13, 2019 at an onsite rain gauge
5
May 2, 2019 April 19, 2019
Stream gauges and trail cameras captured a bankfull
event after 2.03 inches of rain was documented between
April 19 and 20, 2019 at an onsite rain gauge
6
February 10, 2020 February 6, 2020
Motes Creek cross-section photos capture wrack and
laid-back vegetation in the floodplain after 3.44 inches
of rain was documented on February 6, 2020 at an onsite
rain gauge.
7
June 12, 2020 June 11, 2020
Wrack and laid-back vegetation were observed in the
floodplain after 2.61 inches of rain was documented on
June 11, 2020 at an onsite rain gauge.
8
June 3, 2021 July 14, 2021
Stream gauges captured a bankfull event after 2.76
inches of rain was documented between June 2 and 3,
2021 at an onsite rain gauge.
--
January 18, 2022 January 3, 2022
Wrack and laid-back vegetation were observed in the
floodplain after 1.93 inches of rain was documented on
January 3, 2022 at an onsite rain gauge.
9
October 25, 2022 September 30, 2022
Wrack was observed along the top of bank and
floodplain of UT1 after 2.68 inches of rain was
documented on September 30, 2022 at an onsite rain
gauge due to tropical storm Ian.
10

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Photo 1: UT1 at bankfull stage
Photo 2: UT1 at bankfull stage

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Photo 4: UT1 at bankfull stage
Photo 3: UT1 at bankfull stage

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Photo 5: UT1 at bankfull stage
Photo 6: UT1 at bankfull stage

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Photo 7: Wrack and laid-back
vegetation along Motes Creek
Photo 8: Wrack and laid-back
vegetation along floodplain

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Photo 9: Wrack and laid-back
vegetation along floodplain
Photo 10: Wrack along UT1 top
of bank and floodplain

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Table 11. Groundwater Hydrology Data
* Gauge 3 malfunctioned during the beginning of the year 1 growing season.
# Gauge 4 appears to have malfunctioned during the beginning of the year 5 growing season. It is expected to have
captured a longer hydroperiod if functioning properly.

Gauge
Success Criteria Achieved/Max Consecutive Days During Growing Season (Percentage)
Year 1
(2018)
Year 2
(2019)
Year 3
(2020)
Year 4
(2021)
Year 5
(2022)
Year 6
(2023)
Year 7
(2024)
1 Yes/64 days
(27.8 percent)
Yes/79 days
(33.6 percent)
Yes/71 days
(30.3 percent)
Yes/61 days
(24.0 percent)
Yes/59 days
(25.1 percent)
2 Yes/93 days
(40.4 percent)
Yes/71 days
(30.2 percent)
Yes/35 days
(15.0 percent)
Yes/52 days
(20.5 percent)
Yes/42 days
(17.9 percent)
3 No*/13 days
(5.6 percent)
Yes/60 days
(25.5 percent)
Yes/33 days
(14.1 percent)
Yes/50 days
(19.7 percent)
Yes/42 days
(17.9 percent)
4 Yes/120 days
(52.2 percent)
Yes/136 days
(57.9 percent)
Yes/136 days
(53.8 percent)
Yes/151 days
(59.4 percent)
Yes#/24 days
(10.2 percent)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
‐40
‐38
‐36
‐34
‐32
‐30
‐28
‐26
‐24
‐22
‐20
‐18
‐16
‐14
‐12
‐10
‐8
‐6
‐4
‐2
0
2
4
6
8
10
12
1/
1
/
2
2
1/
1
1
/
2
2
1/
2
1
/
2
2
1/
3
1
/
2
2
2/
1
0
/
2
2
2/
2
0
/
2
2
3/
2
/
2
2
3/
1
2
/
2
2
3/
2
2
/
2
2
4/
1
/
2
2
4/
1
1
/
2
2
4/
2
1
/
2
2
5/
1
/
2
2
5/
1
1
/
2
2
5/
2
1
/
2
2
5/
3
1
/
2
2
6/
1
0
/
2
2
6/
2
0
/
2
2
6/
3
0
/
2
2
7/
1
0
/
2
2
7/
2
0
/
2
2
7/
3
0
/
2
2
8/
9
/
2
2
8/
1
9
/
2
2
8/
2
9
/
2
2
9/
8
/
2
2
9/
1
8
/
2
2
9/
2
8
/
2
2
10
/
8
/
2
2
10
/
1
8
/
2
2
10
/
2
8
/
2
2
11
/
7
/
2
2
11
/
1
7
/
2
2
11
/
2
7
/
2
2
12
/
7
/
2
2
12
/
1
7
/
2
2
12
/
2
7
/
2
2
Ra
i
n
f
a
l
l
 Am
o
u
n
t
s
 (i
n
)
Gr
o
u
n
d
w
a
t
e
r
 Le
v
e
l
 (i
n
)
Motes Creek Groundwater Gauge 1
Year  5 (2022 Data)
October 22
Growing Season 
End59 days ‐25.1%
March 1
Growing Season
Start
0.0
0.5
1.0
1.5
2.0
2.5
3.0
‐40
‐38
‐36
‐34
‐32
‐30
‐28
‐26
‐24
‐22
‐20
‐18
‐16
‐14
‐12
‐10
‐8
‐6
‐4
‐2
0
2
4
6
8
10
12
1/
1
/
2
2
1/
1
1
/
2
2
1/
2
1
/
2
2
1/
3
1
/
2
2
2/
1
0
/
2
2
2/
2
0
/
2
2
3/
2
/
2
2
3/
1
2
/
2
2
3/
2
2
/
2
2
4/
1
/
2
2
4/
1
1
/
2
2
4/
2
1
/
2
2
5/
1
/
2
2
5/
1
1
/
2
2
5/
2
1
/
2
2
5/
3
1
/
2
2
6/
1
0
/
2
2
6/
2
0
/
2
2
6/
3
0
/
2
2
7/
1
0
/
2
2
7/
2
0
/
2
2
7/
3
0
/
2
2
8/
9
/
2
2
8/
1
9
/
2
2
8/
2
9
/
2
2
9/
8
/
2
2
9/
1
8
/
2
2
9/
2
8
/
2
2
10
/
8
/
2
2
10
/
1
8
/
2
2
10
/
2
8
/
2
2
11
/
7
/
2
2
11
/
1
7
/
2
2
11
/
2
7
/
2
2
12
/
7
/
2
2
12
/
1
7
/
2
2
12
/
2
7
/
2
2
Ra
i
n
f
a
l
l
 Am
o
u
n
t
s
 (i
n
)
Gr
o
u
n
d
w
a
t
e
r
 Le
v
e
l
 (i
n
)
Motes Creek Groundwater Gauge 2
Year  5 (2022 Data)
October 22
Growing Season 
End
42 days ‐17.9%
March 1
Growing Season
Start
0.0
0.5
1.0
1.5
2.0
2.5
3.0
‐40
‐38
‐36
‐34
‐32
‐30
‐28
‐26
‐24
‐22
‐20
‐18
‐16
‐14
‐12
‐10
‐8
‐6
‐4
‐2
0
2
4
6
8
10
12
1/
1
/
2
2
1/
1
1
/
2
2
1/
2
1
/
2
2
1/
3
1
/
2
2
2/
1
0
/
2
2
2/
2
0
/
2
2
3/
2
/
2
2
3/
1
2
/
2
2
3/
2
2
/
2
2
4/
1
/
2
2
4/
1
1
/
2
2
4/
2
1
/
2
2
5/
1
/
2
2
5/
1
1
/
2
2
5/
2
1
/
2
2
5/
3
1
/
2
2
6/
1
0
/
2
2
6/
2
0
/
2
2
6/
3
0
/
2
2
7/
1
0
/
2
2
7/
2
0
/
2
2
7/
3
0
/
2
2
8/
9
/
2
2
8/
1
9
/
2
2
8/
2
9
/
2
2
9/
8
/
2
2
9/
1
8
/
2
2
9/
2
8
/
2
2
10
/
8
/
2
2
10
/
1
8
/
2
2
10
/
2
8
/
2
2
11
/
7
/
2
2
11
/
1
7
/
2
2
11
/
2
7
/
2
2
12
/
7
/
2
2
12
/
1
7
/
2
2
12
/
2
7
/
2
2
Ra
i
n
f
a
l
l
 Am
o
u
n
t
s
 (i
n
)
Gr
o
u
n
d
w
a
t
e
r
 Le
v
e
l
 (i
n
)
Motes Creek Groundwater Gauge 3
Year  5 (2022 Data)
October 22
Growing Season
End
42 days ‐17.9%
March 1
Growing Season
Start
0.0
0.5
1.0
1.5
2.0
2.5
3.0
‐40
‐38
‐36
‐34
‐32
‐30
‐28
‐26
‐24
‐22
‐20
‐18
‐16
‐14
‐12
‐10
‐8
‐6
‐4
‐2
0
2
4
6
8
10
12
1/
1
/
2
2
1/
1
1
/
2
2
1/
2
1
/
2
2
1/
3
1
/
2
2
2/
1
0
/
2
2
2/
2
0
/
2
2
3/
2
/
2
2
3/
1
2
/
2
2
3/
2
2
/
2
2
4/
1
/
2
2
4/
1
1
/
2
2
4/
2
1
/
2
2
5/
1
/
2
2
5/
1
1
/
2
2
5/
2
1
/
2
2
5/
3
1
/
2
2
6/
1
0
/
2
2
6/
2
0
/
2
2
6/
3
0
/
2
2
7/
1
0
/
2
2
7/
2
0
/
2
2
7/
3
0
/
2
2
8/
9
/
2
2
8/
1
9
/
2
2
8/
2
9
/
2
2
9/
8
/
2
2
9/
1
8
/
2
2
9/
2
8
/
2
2
10
/
8
/
2
2
10
/
1
8
/
2
2
10
/
2
8
/
2
2
11
/
7
/
2
2
11
/
1
7
/
2
2
11
/
2
7
/
2
2
12
/
7
/
2
2
12
/
1
7
/
2
2
12
/
2
7
/
2
2
Ra
i
n
f
a
l
l
 Am
o
u
n
t
s
 (i
n
)
Gr
o
u
n
d
w
a
t
e
r
 Le
v
e
l
 (i
n
)
Motes Creek  Groundwater Gauge 4
Year  5 (2022 Data)
October 22
Growing Season
End
14 days ‐6.0%
before apparent 
gauge malfunction.
Gauge relaunched 
4/28/22 and again 
7/10/22.
March 1
Growing Season
Start
24 days ‐10.2%
35
40
45
50
55
60
65
70
75
80
1/
1
/
2
2
1/
1
1
/
2
2
1/
2
1
/
2
2
1/
3
1
/
2
2
2/
1
0
/
2
2
2/
2
0
/
2
2
3/
2
/
2
2
3/
1
2
/
2
2
3/
2
2
/
2
2
4/
1
/
2
2
4/
1
1
/
2
2
4/
2
1
/
2
2
5/
1
/
2
2
5/
1
1
/
2
2
5/
2
1
/
2
2
5/
3
1
/
2
2
6/
1
0
/
2
2
6/
2
0
/
2
2
6/
3
0
/
2
2
7/
1
0
/
2
2
7/
2
0
/
2
2
7/
3
0
/
2
2
8/
9
/
2
2
8/
1
9
/
2
2
8/
2
9
/
2
2
9/
8
/
2
2
9/
1
8
/
2
2
9/
2
8
/
2
2
10
/
8
/
2
2
10
/
1
8
/
2
2
10
/
2
8
/
2
2
11
/
7
/
2
2
11
/
1
7
/
2
2
11
/
2
7
/
2
2
12
/
7
/
2
2
12
/
1
7
/
2
2
12
/
2
7
/
2
2
So
i
l
 Te
m
p
 °F
Date
Motes Creek Soil Temperature
Year  5 (2022 Data)
March 1 
47.59oF

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Appendix E.
Benthic Data

Results
Field Habitat Forms

AXIOM, CAPE FEAR, MOTES CREEK, ALAMANCE CO. NC, BENTHIC MACROINVERTEBRATES COLLECTED 6/7/2022.
PAI ID NO 55816 55817 55818
STATION Motes Crk Motes Crk Motes Crk
UT 1UT 3
DATE 6/7/2022 6/7/2022 6/7/2022
SPECIES
Tolerance 
Value
Functional 
Feeding Group
MOLLUSCA
Bivalvia
Veneroida
Sphaeriidae FC
Pisidium sp.6.6 FC 11
Gastropoda
Basommatophora
Physidae
Physella sp.8.7 CG 1
ANNELIDA
Clitellata
Oligochaeta CG
Tubificida
Naididae CG
Tubificinae w.h.c.CG 1
Lumbriculida
Lumbriculidae CG
Lumbriculus sp.CG 2
Hirudinea P
Rhynchobdellida
Glossiphoniidae P
Helobdella triserialis 9.3 P 1
ARTHROPODA
Crustacea
Isopoda
Asellidae SH
Caecidotea sp.8.4 CG 21
Amphipoda CG
Crangonyctidae
Crangonyx sp.7.2 CG 11
Hyalellidae
Hyalella azteca 7.2 CG 2
Insecta
Ephemeroptera
Baetidae CG
Callibaetis floridanus 9.2 CG 71
Caenidae CG
Caenis sp.6.8 CG 2
Heptageniidae SC
Stenonema femoratum 6.9 SC 16
Odonata
PAI, Inc.Page 1 of 2 AxiommotesCrk 6 22cl
AXIOM, CAPE FEAR, MOTES CREEK, ALAMANCE CO. NC, BENTHIC MACROINVERTEBRATES COLLECTED 6/7/2022.
PAI ID NO 55816 55817 55818
STATION Motes Crk Motes Crk Motes Crk
UT 1UT 3
DATE 6/7/2022 6/7/2022 6/7/2022
SPECIES
Tolerance 
Value
Functional 
Feeding Group
Aeshnidae P
Aeshna sp.P 23
Coenagrionidae P
Argia sp.8.3 P 2
Ischnura sp.9.5 4
Corduliidae
Somatochlora sp.8.9 P 3
Gomphidae P
Stylurus sp.P 1
Libellulidae P
Libellula sp.9.4 P 1
Coleoptera
Dryopidae
Helichus fastigiatus SC 1
Dytiscidae P 4
Neoporus sp.5 22
Haliplidae
Peltodytes sp. 8.4 SH 1
Hydrophilidae P 1
Cymbiodyta rotunda CG 1
Diptera
Chironomidae
Ablabesmyia mallochi 7.4 P 12
Clinotanypus sp.7.8 P 2
Dicrotendipes neomodestus 7.9 CG 1
Natarsia sp.9.6 P 1
Paratendipes albimanus/duplicatus 5.6 1
Polypedilum flavum 5.7 SH 1
Procladius sp.8.8 P 3
Tribelos jucundum 5.7 CG 1
Culicidae FC
Anopheles sp. 8.6 FC 3
Dixidae CG
Dixella sp.CG 2
Tabanidae PI
Chrysops sp. 6.7 PI 1
TOTAL NO. OF ORGANISMS 46 20 21
TOTAL NO. OF TAXA 14 14 13
EPT 3 1 0
BIOTIC INDEX ASSIGNED VALUES 8.04 7.53 7.51
PAI, Inc.Page 2 of 2 AxiommotesCrk 6 22cl

Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC

Appendix F.
Photo Log

Motes Creek
MY-05 (2022) Photo Log
Photo 1: Fencing and Buffer Vegetation along UT 1
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Photo 2: Fencing and Buffer Vegetation
along Motes Creek near Crossing
Motes Creek
MY-05 (2022) Photo Log
Photo 3: Motes Creek Piped Crossing Upstream
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Photo 4: Motes Creek Piped Crossing Downstream
Motes Creek
MY-05 (2022) Photo Log
Photo 5: UT 1 Piped Crossing Upstream
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Photo 6: UT 1 Piped Crossing Downstream
Motes Creek
MY-05 (2022) Photo Log
Photo 7: UT 2 Piped Crossing Upstream
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Photo 8: UT 2 Piped Crossing Downstream
Motes Creek
MY-05 (2022) Photo Log
Photo 9: Bud Burst of Carya sp.
Photo Taken 2/28/22
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC
Photo 10: Bud Burst of Cornus amomum
Photo taken 2/28/22
Motes Creek
MY-05 (2022) Photo Log
Photo 11: Bud Burst of Liriodendron tulipifera
Photo Taken 2/28/22
Motes Creek Bank Site Year 5 (2022) Annual Monitoring Report Appendices
Cape Fear 02 Umbrella Mitigation Bank Restoration Systems, LLC