20170995 Ver 1_USACE Correspondence_20190717

Strickland, Bev
From: Kichefski, Steven L CIV USARMY CESAW (US) <[e-mail]>
Sent: Wednesday, July 17, 2019 4:13 PM
To: Haupt, Mac; Davis, Erin B; Wilson, Travis W.; Munzer, Olivia; [e-mail];
Bowers, Todd
Cc: Tugwell, Todd J CIV USARMY CESAW (US); Kim Browning; Jones, M Scott (Scott) CIV
USARMY CESAW (US)
Subject: [External] Notice of As -Built Review / Brushy Mountain Mitigation Bank Site / Yadkin
County / SAW -2017-01463
Attachments: SAW-2017-01463_Brushy Mountain_Asbuilt Baseline Report_06_18_2019reduced.pdf
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Hello IRT,
The FINAL As -Built Report review has been requested by Restoration Systems for the Brushy Mountain Mitigation Bank
Site. Per Section 332.8(0)(9) of the 2008 Mitigation Rule, this review follows the streamlined review process, which
requires an IRT review period of 15 calendar days from this email notification. Please provide any comments by 5 PM on
the 15 -day comment deadline of July 31, 2019. Mac, Todd, Erin and myself visited this site with representatives from
Restoration Systems and Axiom on June 24, 2019 so feel to contact us with any questions. Comments provided after the
15 -day comment deadline (shown below) may not be considered.
At the conclusion of this comment period, a copy of all comments will be provided to Restoration Systems and the NCIRT
along with District Engineer's intent to approve or disapprove this Final As -Built and initial credit release.
Summary project information is listed below and the FINAL As -Built Baseline Monitoring Report (MYO) is attached to this
email. Please view table below in html.
Brushy Mitigation Bank Site Credit Summary Table from As Built Submittal
Streams
Streams
Wetland
Wetland
Stream
Wetland
Mitigation Type
(linear
(linear
(acres)
(acres)
Ratio
Mitigation
Mitigation
feet)
feet) As-
Mifigafi
As -built
Units**
Units**
Mifigafion
Plan
Plan
built
Restoration
4,732
4,740
--
--
1:1
4,732.0
--
Reestablishment
--
--
4.4
4.4
1:1
--
4.4
Enhancement
--
--
1.3
1.3
2:1
--
0.65
Enhancement (Level I)
108
108
--
--
1.5:1
72.0
--
Enhancement (Level II)
477
552
--
--
2.5:1
190.8
--
Preservation
276
212
--
--
10:1
27.6
--
Totals
5,593
5,612
5.7
5.7
5,022.4
5.05
Non-standard Buffer Width Credit Adjustment*
108.65
--
Total
5,131
5.05

*see Non-standard Buffer Width Credit Adjustment calculations in Appendix G.
** Stream and wetland mitigation credits are calculated from the Detailed Mitigation Plan.
Regards,
Steve Kichefski
Regulatory Project Manager
U.S. Army Corps of Engineers
Wilmington District, Asheville Field Office
151 Patton Avenue, Suite 208
Asheville, NC 28801
(828)-271-7980 Ext. 4234
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at our website at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 to complete the survey online.

BASELINE MONITORING DOCUMENT AND
AS -BUILT BASELINE REPORT
RESTORATION SYSTEMS' YADKIN 03040101 UMBRELLA MITIGATION BANK
BRUSHY MOUNTAIN MITIGATION BANK SITE
Yadkin County, North Carolina
PREPARED BY:
RESTORATION SYSTEMS, LLC
1101 HAYNES STREET, SUITE 211
RALEIGH, NORTH CAROLINA 27604
AND
AXIOM ENVIRONMENTAL, INC.
218 SNOW AVENUE
f RALEIGH, NORTH CAROLINA 27603
41
Axiom EnviIronmental, Inc.
June 2019

TABLE OF CONTENTS
1.0 PROJECT SUMMARY......................................................................................................... 2
1.1 PROJECT BACKGROUND........................................................................................................ 2
1.2 PROJECT GOALS & OBJECTIVES............................................................................................ 2
1.3 PROJECT COMPONENTS AND STRUCTURE.............................................................................. 5
2.0 MONITORING PLAN & PERFORMANCE STANDARDS ............................................ 6
2.1 STREAMS....................................................................................................................... 7
2.2 WETLANDS.................................................................................................................... 8
2.3 VEGETATION..................................................................................................................9
2.4 MACROINVERTEBRATES.............................................................................................. 10
3.0 MAINTENANCE AND CONTINGENCY PLAN............................................................10
3.1 VEGETATION................................................................................................................10
3.2 STREAMS..................................................................................................................... 10
3.3 WETLAND HYDROLOGY............................................................................................... 11
3.4 SITE BOUNDARIES........................................................................................................ 12
3.5 TERRACELL DROP STRUCTURE.................................................................................... 12
4.0 REFERENCES
APPENDICES
.....13
Appendix A. Figures
Figure 1. Project Location
Figure 2. Current Conditions Plan View
Appendix B. Vegetation Data
Table 8. Planted Bare Root Woody Vegetation
Table 9. Vegetation Plot Summary Information
Table 10. Total Stems by Plot and Species
Table 11. Planted Vegetation Totals
Vegetation Plot Photographs
Appendix C. Stream Geomorphology Data
Tables 12A -12F. Baseline Stream Data Summary
Tables 13A -13D. Monitoring Data -Dimensional Morphology Summary (Dimensional
Parameters- Cross-sections
Tables 14A -14D. Monitoring Data -Stream Reach Data Summary
Appendix D. Groundwater Gauge Soil Profiles
Appendix E. Preconstruction Benthic Data
Preconstruction Benthic Results
Habitat Assessment Dataforms
Appendix F. As -built Plan Sheets
Appendix G. Non-standard Buffer Width Calculations
Appendix H. Preliminary Stream Flow Data
Appendix I. As -built Photographs
Asbuilt Baseline Monitoring Report Table of Contents page i
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

1.0 PROJECT SUMMARY
Restoration Systems, LLC has established the Brushy Mountain Mitigation Bank Site (hereafter
referred to as the "Site") as part of the Yadkin 01 Umbrella Mitigation Bank.
1.1 Project Background
The Site encompasses a 23.29 -acre easement along warm water tributaries to Arnold Branch. The
Site is located approximately 3 miles south of Elkin, southwest of the intersection of NC Highway
21 and Interstate 77 in Yadkin County (Figure 1, Appendix A).
Before construction, Site land use consisted of agricultural land used for livestock grazing.
Livestock had unrestricted access to Site streams, which had been dredged, straightened, and
rerouted to the edge of the floodplain. Unrestricted cattle access resulted in downcutting and
vertically/laterally erosion of the stream banks, causing extensive sediment and nutrient inputs.
Furthermore, streamside wetlands/hydric soils were impacted by stream relocation, channel
entrenchment, drain tile installation, ditching, compaction due to hoof shear and agricultural
equipment, and removal of native, woody vegetation. Preconstruction Site conditions resulted in
degraded water quality, a loss of aquatic habitat, reduced nutrient and sediment retention, and
unstable channel characteristics (loss of horizontal flow vectors that maintain pools and an increase
in erosive forces to channel bed and banks).
1.2 Project Goals & Objectives
Site-specific mitigation goals were determined using functional assessment methods (NC SAM,
NC WAM, and NC SQT) to predict which metrics will result in functional uplift from the proposed
mitigation activities. Site-specific goals included the following.
• Minimize downstream flooding to the maximum extent feasible
• Remove direct nutrient inputs from agriculture lands
• Attenuate flood flow across the Site
• Remove direct sediment inputs from agriculture lands
• Reduce pollutant contributions to downstream waters
• Connect streams to a functioning wetland
• Improve both instream and streamside habitat
Project goals may be directly tied to functional assessment methods, as presented in Table 1.
Specific work conducted at the Site to achieve these goals are presented in Table 2.
Asbuilt Baseline Monitoring Report page 2
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Table 1. Site Specific Mitigation Goals
Functional Goals/Objectives
Project Goal
(1) HYDROLOGY
(2) Flood Flow (Floodplain Access)
(3) Streamside Area Attenuation
(4) Floodplain Access
Minimize downstream flooding to the maximum extent
feasible
SQT — Floodplain connectivity (BHR & ER)
SQT — Reach Runoff (Concentrated Flow Points)
Remove direct nutrient inputs from agriculture lands
(4) Wooded Riparian Buffer
Attenuate flood flow across the Site
SQT — Riparian Vegetation
(4) Microtopography
(3) Stream Stability
(4) Channel Stability
Remove direct sediment inputs from agriculture lands
SQT Lateral Stability (BEHI/NBS)
(4) Stream Geomorphology
SQT Bed Form Diversity
SQT Plan Form
(2) Surface Storage and Retention
Minimize downstream flooding to the maximum extent
feasible
(1) WATER QUALITY
(2) Streamside Area Vegetation
(3) Upland Pollutant Filtration
Reduce pollutant contributions to downstream waters
SQT - Bacteria
(2) Indicators of Stressors
Remove direct sediment inputs from agriculture lands
(2) Particulate Change
(2) Soluble Change
(2) Physical Change
Connect streams to a functioning wetland
(1) HABITAT
(2) In -stream Habitat
(3) Stream Stability
Improve instream aquatic habitat
(3) In -Stream Habitat
SQT - Macros
(2) Physical Structure
(2) Stream -side Habitat
Improve streamside habitat
(3) Stream -side Habitat
(2) Landscape Patch Structure
(3) Thermoregulation
Improve both instream and streamside habitat
(2) Vegetative Composition
Asbuilt Baseline Monitoring Report page 3
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Table 2. Stream Mitigation Work Plan Components and Functional Goals/Objectives
Functional Goals/Objectives
Mitigation Work Plan Component
(1) HYDROLOGY Em
(2) Flood Flow (Floodplain Access)
(3) Streamside Area Attenuation
Constructed new channel at historic floodplain elevation to
(4) Floodplain Access
restore overbank flows
SQT — Floodplain connectivity (BHR & ER)
SQT — Reach Runoff (Concentrated Flow Points)
Removed drain tiles, filled ditches, and installed marsh
treatment areas
(4) Wooded Riparian Buffer
Planted woody riparian buffer
SQT — Riparian Vegetation
(4) Microtopography
Removed livestock and deep ripped floodplain soils to
reduce compaction and increase soil surface roughness
(3) Stream Stability
(4) Channel Stability
Constructed proper channel width and depth, stabilized
channel banks, provided gravel/cobble substrate, planted
SQT —Lateral Stability (BEHI/NBS)
woody riparian buffer and removed cattle
SQT - Geomorphology
(4) Stream Geomorphology
Constructed a channel with proper pattern and longitudinal
profile
SQT Bed Form Diversity
SQT Plan Form
Constructed new channel at historic floodplain elevation
(2) Surface Storage and Retention
restoring overbank flows, remove cattle, scarify compacted
soils, plant woody riparian buffer
(1) WATER QUALIT
(2) Streamside Area Vegetation
Planted woody riparian buffer, removed livestock, installed
(3) Upland Pollutant Filtration
marsh treatment areas, and restored/enhanced jurisdictional
wetlands adjacent to Site streams
SQT - Bacteria
(2) Indicators of Stressors
Removed cattle and other agricultural inputs
(2) Particulate Change
Raised stream bed elevation, restored overbank flows,
(2) Soluble Change
planted woody riparian buffer, removed cattle, increased
(2) Physical Change
surface storage and retention, restored frequency and
duration of inundation
(1) HABITAT
(2) In -stream Habitat
(3) Stream Stability
Constructed stable channel with cobble/gravel substrate and
(3) In -Stream Habitat
planted woody riparian buffer
SQT - Macros
(2) Physical Structure
(2) Stream -side Habitat
Constructed new channel at historic floodplain elevation to
restore overbank flows and planted woody riparian buffer for
wildlife passage within agricultural areas
(3) Stream -side Habitat
(2) Landscape Patch Structure
(3) Thermoregulation
Planted woody riparian buffer
(2) Vegetative Composition
Asbuilt Baseline Monitoring Report
Brushy Mountain Mitigation Bank Site
Yadkin 01 Umbrella Mitigation Bank
page 4
Restoration Systems, LLC

1.3 Project Components and Structure
Site mitigation activities, final stream lengths, wetland areas, and applicable mitigation ratios are
depicted in the following table.
Table 3. Brushy Mitigation Bank Site Credit Summary
Mitigation Type
Streams
(linear feet)
Mitigation
Plan
Streams
(linear feet)
As -built
Wetland
(acres)
Mitigation
Plan
Wetland
(acres)
As -built
Ratio
Stream
Mitigation
Units"
Wetland
Mitigation
Units"
Restoration
4,732
4,740
--
--
1:1
4,732.0
--
Reestablishment
--
--
4.4
4.4
1:1
--
4.4
Enhancement
--
--
1.3
1.3
2:1
--
0.65
Enhancement (Level I)
108
108
--
--
1.5:1
72.0
--
Enhancement (Level II)
477
552
--
--
2.5:1
190.8
--
Preservation
276
212
--
--
10:1
27.6
--
Totals
5,593
5,612
5.7
5.7
5,022.4
5.05
Non-standard Buffer Width Credit Adjustment*
108.65
--
Total
5,131
5.05
*see Non-standard Buffer Width Credit Adjustment calculations in Appendix G.
** Stream and wetland mitigation credits are calculated from the Detailed Mitigation Plan.
Additional activities that occurred at the Site included the following:
• Installation of five marsh treatment areas to treat drainage before entering UTI and UT3.
• Planting 18.6 acres of the Site with 19,150 stems (planted species and densities are included
in Table 8 [Appendix B]).
Deviations from the construction plans included the following:
UT1B:
• Easement boundary changes between detailed planning and construction resulted in the
loss of 36 feet at the upper property boundary.
UT 1:
• The alignment changed slightly in the upper reaches to avoid several trees, thereby adding
six feet to the centerline of the channel.
• Two log cross -vanes were added, one at the bottom riffle just upstream from cross-section
eight and one just downstream from cross-section eight. Log cross vanes were added in
the vicinity of the temporary stream crossing to stabilize stream channel banks.
• A log cross -vane just downstream from cross-section five was not constructed.
• The cross -vane just before the confluence with UT3 was constructed from rock.
• The left bank floodplain pipe on the crossing was not constructed due to the floodplain
pinching down on the crossing.
• The cross -vane just upstream from cross-section 2 was constructed from rock.
Asbuilt Baseline Monitoring Report page 5
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

• The vane just upstream from the confluence of UT4 was constructed from rock.
UT3:
• A rock drop structure was constructed at the transition from Enhancement (level I) to
Restoration (Sta 0+81).
• Bedrock is prevalent throughout the entire reach. Therefore several cross -vanes, sill -steps,
and step -pool structures were moved, and the entire reach is a rock/log step pool system.
• The reach from vegetation plot 15 to cross-section one was constructed as a series of rock
step pools.
• Two rock cross -vanes were added at the confluence with UTL
UT4:
• The alignment was shifted in the upstream Enhancement (level I) reach to avoid several
mature trees. The log cross -vanes in this reach were also moved to accommodate the
realignment.
• A sill -step structure was constructed from rock.
No other deviations of significance occurred between construction plans and the as -built condition.
In addition, no issues have arisen since construction occurred.
Site design was completed in November 2018. Construction started on February 19, 2019, and
ended within a final walkthrough on April 30, 2019. The Site was planted on May 3, 2019.
2.0 MONITORING PLAN & PERFORMANCE STANDARDS
Monitoring requirements and success criteria outlined in the latest guidance by IRT 2016
(Wilmington District Stream and Wetland Compensatory Mitigation Update) will be followed and
are briefly outlined below. Monitoring data collected at the Site will include reference photos,
plant survival analysis, channel stability analysis, and biological data.
Monitoring will be conducted for a period of seven years, unless the USACE, in consultation with
the IRT, agrees that monitoring may be terminated early. Early closure will only be provided
through written approval from the USACE in consultation with the IRT. Annual monitoring
reports will be submitted by the Sponsor no later than November 30 of each monitoring year. The
following table provides a monitoring schedule for the Site.
Table 4. 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
Asbuilt Baseline Monitoring Report page 6
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

2.1 Streams
The performance criteria for restored stream channels, per USACE Guidance (October 24, 2016)
are summarized below:
• All streams must maintain an Ordinary High -Water Mark (OHWM), per RGL 05-05.
• Continuous surface flow must be documented each year for at least 30* consecutive days.
• Bank height ratio (BHR) cannot exceed 1.2 for a majority of measured cross sections on a
given reach.
• Entrenchment ratio (ER) must be 2.2 or above for a majority of measured riffle cross-
sections on a given reach classified by E -type, or C-type channels. Channels classified by
B -type channels may be characterized by ER values below 1.4.
• BHR and ER should not change by more than 10% in any given year for a majority of a
given reach.
• Must document occurrence of at least 4 bankfull events in separate years during the
monitoring period.
*UT 3 and UT 4 are expected to exhibit near continuous flow throughout the year; however,
the minimum success criteria of 30 days consecutive flow will be used by the IRT to assess
credit alterations within each reach. Streams are expected to exhibit indicators of
jurisdictional streams including continuous bed and bank, scour of leaf matter, and
OHWM.
Longitudinal profiles of thalweg, water surface, and top -of -bank of each Restoration and
Enhancement Level I reach are provided in the as -built survey. 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 measure monitoring and reporting may
include additional longitudinal profiles.
Determinations regarding the occurrence of bankfull events shall be based on the observation of
overbank events utilizing a combination of stream 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 photo -documented when possible.
Each bankfull event will be reported in the annual monitoring reports.
Asbuilt Baseline Monitoring Report page 7
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Baseline stream data is in included in Appendix C.
Table 5. Stream Monitoring Summary
Parameter
Method
Schedule/Frequency
Number/Extent
Stream Profile
Full longitudinal survey
As -built (unless otherwise
required)
All restored (or EI) stream channels
Stream Dimension
Cross sections
Years 1, 2, 3, 5, and 7
18 Cross-sections
Visual Assessments
Yearly
All restored (or EI) stream channels
Bank Pins
Yearly
Only if instability is documented
Channel Stability
during monitoring
Additional Cross sections
Yearly
Only if instability is documented
during monitoring
Continuous monitoring water
Continuous recording
Four gauges and four trail cameras
Stream Hydrology
level gauges and trail cameras
through monitoring period
(Two gauges at the top and bottom of
UT 3 and UT 4)
*Gauges and trail cameras were installed. Preliminary stream flow data is presented in Appendix H; all four
gauges/trail cameras have documented flow for greater than 30 consecutive days.
2.2 Wetlands
The performance criteria for restored wetlands, per USACE Guidance (October 24, 2016) are
summarized briefly below:
Saturation or inundation within the upper 12 inches of the soil surface for, at a minimum,
12 percent of the growing season, during average climatic conditions
o Wetland success criteria of 12 percent of the growing season was derived from the
Wilmington District Stream and Wetland Compensatory Mitigation Update (IRT
2016), Table 1
According to the Soil Survey of Yadkin County, the growing season is from March 26 -November
9 (USDA 1962). However, for purposes of this project, gauge hydrologic success will be
determined using data from March 1 -November 9 to more accurately represent the period of
biological activity. Soil temperatures will be collected from February to April of each monitoring
year and will be reported in the annual monitoring report. 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 (41' F) do not meet these criteria.
Target hydrological characteristics include saturation or inundation for 12 percent of the monitored
period (March 1 -November 9), during average climatic conditions. During years with atypical
climatic conditions, a groundwater gauge in a reference wetland 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 from the
IRT.
Asbuilt Baseline Monitoring Report page 8
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Table 6. Wetland Monitoring Summa
Parameter
Method
Schedule/Frequency
Number/Extent
Data Collected
Permanent
11 gauges spread
Soil temperature at the
As -built, Years 1, 2,
throughout restored
beginning of each
Wetland
Groundwater
As -built, Years 1, 2,
wetlands, 1 gauge in a
monitoring period,
Restoration
gauges
3, 4, 5, 6, and 7
reference wetland*, 1
groundwater and rain
rain gauge, and 1 soil
data for each monitoring
establishment and
probe
period
*The reference wetland groundwater gauge was installed along the upper reaches of UT2 to compare to Site
groundwater gauge hydrology; the reference data will not be used to calculate success criteria, although it may be used
by the IRT for comparative purposes during a drought or abnormally dry periods. Soil profiles for each gauge are
included in Appendix D.
2.3 Vegetation
The performance criteria for planted riparian vegetation, per USACE Guidance (October 24, 2016)
are summarized below:
• Within planted portions of the site, a minimum of 320 stems per acre must be
present at year 3, a minimum of 260 stems per acre must be present at year 5, and
a minimum of 210 stems per acre must be present at year 7.
• Trees must average 7 feet in height at year 5, and 10 feet in height at year 7.
• Planted and volunteer stems are counted, provided they are included in the
approved planting list for the site or as approved by the IRT on a case-by-case basis.
• Any single species can only account for 50% of the required stems per monitoring
plot.
During quantitative vegetation sampling, 16 sample plots (10 -meter by 10 -meter) were installed
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. Baseline data is included in Appendix
B.
Table 7. Vegetation Monitoring Summary
Parameter
Method
Schedule/Frequency
Number/Extent
Data Collected
Permanent
Species, height,
As -built, Years 1, 2,
16 plots spread
vegetation plots
location, planted vs.
Vegetation
0.02 acre in size
3, 5, and 7
across the Site
volunteer, and age
establishment and
Annual random
vigor
As -built, Years 1, 2,
3 plots randomly
vegetation plots,
Species and height
3, 5, and 7
selected each year
0.02 acre in size
Asbuilt Baseline Monitoring Report page 9
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

2.4 Macroinvertebrates
Benthic macroinvertebrate sampling will be conducted once before construction (baseline
conditions) and once during monitoring years 3, 5, and 7. Macroinvertebrate sampling will be
conducted in accordance with the "Qual 4" method described in Standard Operating Procedures
for Collection and Analysis ofBenthic Macroinvertebrates (NCDWQ 2012). 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 Tricopetera taxa as well as Biotic
Index values. Baseline data was collected prior to construction at four locations (UT 1, UT2, UT3,
and UT4) on proposed restoration reaches in April 2018 and in June 2018 at UT4 and from a
wooded reference reach (located upstream of the Site on UT4). Samples were sent to a qualified
lab (Pennington and Associates Inc.) for processing; results are included in Appendix E.
Benthic macroinvertebrate sampling data should show comparable benthic macroinvertebrate
populations in reference and Site reaches post -construction.
3.0 MAINTENANCE AND CONTINGENCY PLAN
The Sponsor shall monitor the Site on a regular basis and shall conduct a physical inspection a
minimum of once per year throughout the post -construction monitoring period until performance
standards are met. These inspections may identify components and features that require routine
maintenance. Routine maintenance should be expected most often in the first two years following
construction and are summarized as follows.
3.1 Vegetation
Vegetation will be maintained to ensure the health and vigor of the targeted plant community.
Routine vegetation maintenance and repair activities may include supplemental planting, pruning,
mulching, and fertilizing. Exotic invasive plant species shall be controlled by mechanical (i.e.
chainsaw) and/or chemical (i.e. basal bark herbicide application) methods. Any vegetation control
requiring herbicide application and soil fertilization will be performed in accordance with NC
Department of Agriculture (NCDA) rules and regulations & 15A NCAC 02B .0233.
If vegetation Performance Standards are not achieved based on average density calculations from
combined plots over the entire restoration area, supplemental planting may be performed with tree
species approved by regulatory agencies. Supplemental planting will be performed as needed until
achievement of vegetation success criteria.
3.2 Streams
In the event that stream Performance Standards are not fulfilled, a mechanism for contingency will
be implemented. Stream contingency may include, but may not be limited to 1) structure repair
and/or installation; 2) repair of dimension, pattern, and/or profile variables; and 3) bank
stabilization. The method of contingency is expected to be dependent upon stream variables that
are not in compliance with Performance Standards. Primary concerns, which may jeopardize
stream success include: 1) structure failure, 2) headcut migration through the Site, and/or 3) bank
erosion.
Asbuilt Baseline Monitoring Report page 10
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Structure Failure
In the event that structures are compromised the affected structure will be repaired, maintained, or
replaced. Once the structure is repaired or replaced, it must function to stabilize adjacent stream
banks and/or maintain grade control within the channel. Structures which remain intact, but exhibit
flow around, beneath, or through the header/footer will be repaired by excavating a trench on the
upstream side of the structure and reinstalling filter fabric in front of the pilings. Structures which
have been compromised, resulting in shifting or collapse of header/footer, will be removed and
replaced with a structure suitable anticipated stormwater flows.
Headcut Migration
In the event that a headcut occurs (identified visually or through measurements [i.e. bank -height
ratios exceeding 1.2]), provisions for impeding headcut migration and repairing damage caused by
the headcut will be implemented. Headcut migration may be impeded through the installation of
in -stream grade control structures (rip -rap sill and/or log cross -vane weir) and/or restoring stream
geometry variables until channel stability is achieved. Channel repairs to stream geometry may
include channel backfill with coarse material and stabilizing the material with erosion control
matting, vegetative transplants, and/or willow stakes.
Rank Frnsinn
In the event that severe bank erosion occurs, resulting in elevated width -to -depth ratios,
contingency measures to reduce bank erosion and width -to -depth ratio will be implemented. Bank
erosion contingency measures may include the installation of log -vane weirs and/or other bank
stabilization measures. If the resultant bank erosion induces shoot cutoffs or channel abandonment,
a channel may be excavated which will reduce shear stress to stable values.
Ctn-nm Flnxv
In the event that insufficient flow occurs in UT 3 and UT 4 various contingency provisions may
occur. If the success criteria of 30 -days continuous flow is not met, the IRT may choose to reduce
credit for portions of the reach subject to a lack of flow. If the success criteria of 30 -days
continuous flow is exceeded, but near continuous flow in not exhibited, the IRT may choose to
request additional data be collected within the reach including NC SQT measurements to verify
functional uplift. In addition, the IRT may request the channel be reclassified as intermittent
streams for future reporting purposes.
3.3 Wetland Hydrology
Hydrological contingency will require consultation with hydrologists and regulatory agencies if
wetland hydrology enhancement/restoration is not achieved. Hydrologic contingency actions may
include; floodplain surface modifications such as construction of ephemeral pools, deep ripping of
the soil profile, supplemental planting, and/or maintenance to areas of the wetland where
stormwater or floodplain flows are intercepted to prevent scour. Recommendations for
contingency to establish wetland hydrology may be implemented and monitored until hydrology
success criteria are achieved. In the event that beaver become a nuisance within the Site, beaver
management will be initiated and continued on an as -needed basis in accordance with North
Carolina Wildlife Resource Commission (NCWRC) rules and regulations.
Asbuilt Baseline Monitoring Report page 11
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

3.4 Site Boundaries
Site boundaries are identified in the field with t -posts and signage to ensure clear distinction
between the Site and adjacent properties. Disturbed, damaged, or destroyed boundary markers
will be repaired and/or replaced on an as needed basis.
3.5 Terracell Drop Structure
The Terracell drop structure will be monitored annually at a minimum. In the event of erosion or
scour within the structure, maintenance may include structure repair, chinking of the structure to
prevent piping, securing of loose coir -fiber matting, and/or supplemental planting of live stakes
and erosion control grasses. If debris clogs or inhibits flow over the structure, manual or
mechanical removal of debris will occur; maintenance is only expected until the structure
naturalizes.
Asbuilt Baseline Monitoring Report page 12
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

4.0 REFERENCES
Griffith, G.E., J.M. Omernik, J.A. Comstock, M.P. Schafale, W.H. McNab, D.R. Lenat, T.F.
MacPherson, J.B. Glover, and V.B. Shelbourne. 2002. Ecoregions of North Carolina and
South Carolina. U.S. Geological Survey, Reston, Virginia.
Harman, W.A. and C.J. Jones. 2017. North Carolina Stream Quantification Tool: Data Collection
and Analysis Manual, NC SQT V3.0. Environmental Defense Fund, Raleigh, NC.
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:Hfiles.nc. gov/ncdeq/Water%20Quality/Environmental%20 Sciences/BAU/NCDWR
Macroinvertebrate-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&groupld=38364
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.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina: Third Approximation. North Carolina Natural Heritage Program, Division of
Parks and Recreation, North Carolina Department of Environment, Health, and Natural
Resources. Raleigh, North Carolina.
United States Department of Agriculture (USDA). 1962. Soil Survey for Yadkin County North
Carolina. US Department of Agriculture. Available: http://
http://www.nres.usda.gov/Internet/FSE_MANUSCRIPTS/north_carolina/NC 197/0/Yadki
n.pdf
United States Department of Agriculture (USDA). 2015. Web Soil Survey (online). Available:
http://websoilsurvey.nres.usda.gov/gpp/WebSoilSurvey.aspx [August 18, 2015].
Asbuilt Baseline Monitoring Report page 13
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Appendix A
Figures
Figure 1. Project Location
Figure 2. Current Conditions Plan View
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

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STREAM AND
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Reference Sites
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Date:
d. - l . � y , / '`^'`•. ' �: 1- — _ r" � � ,_,i„ ; �
MAY 2018
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., W.-,7�,•-, - .�. r. t �- .� ,i'J .`, ',,J' t .as. azar-: -.,
e � --,`• -i � % - - '�'� Scale:
I ,, 3 _ -. r' -- «•%°` �' 1:20000
1— -
T
_ " • .` - . ` �� •- r r -- - - Project No.:
7.5 Minute Topographic Map (Elkin South, NC Quad) 17-014
Directions to the Bank from Raleigh:
FIGURE
',• , �-a „4.�' .-, �, lramtue G , f : � , - Take I-40 West out of Raleigh travel 100 miles,
421 .. j C M � ,,, , - Take exit 188 and merge onto US -421 N,
r After 26 miles, take exit 263 and turn right onto US -21 N,
� .4
� i,�- / ,f* �,, •.-,� � �,% -= �' - After 5.1 miles, turn left onto Rena Road,
After 0.8 miles, turn right onto Macemore Road,
NOTE: No air transport facilities were r' F r�
p '•.� � ,ti �, � (� �' � - _ - � , . - Bank can be accessed from the east side of Macemore Road.
identified within 5 miles of the project area. / r' ' _. - Bank Latitude, Longitude 36.188787, -80.825643 (NAD83/WGS84)
14b
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Stream Channel xs-1 s r.. "�
Cross Sections
o Stream Gauges/Cameras �1
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0 Benthic Stations ;;t` '
Wetland Restorationf
Wetland Enhancement 'j 1
O Groundwater Gauges%
O Reference Groundwater Gauge'
CVS Plots
Vegetation Transects
� Plot Origins
0 Rain Gauge/Soil Probe
0 250 500
Feet
Prepared for: Project: Title: Drawn by:
KRJ FIGURE
BRUSHY MOUNTAIN CURRENT CONDITIONS Date:
STREAM AND WETLAND JUN 2019
MITIGATION SITE PLAN VIEW Scale:
1:2500
Axiom Eri mnmenlej, tne, Project No.:
Yadkin County, NC 17-014

Appendix B
Vegetation Data
Table 8. Planted Bare Root Woody Vegetation
Table 9. Total Stems by Plot and Species
Table 10. Temporary Vegetation Plot Data
Table 11. Planted Vegetation Totals
Vegetation Plot Photographs
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Table 8. Planted Bare Root Woody Vegetation
Brushv Mountain Restoration Site
Species
Total
Acres
18.6
Asimina triloba
500
Betula nigra
1000
Cephalanthus occidentalis
25
Cercis canadensis
700
Cornus amomum
2600
Diospyros virginiana
500
Fraxinus americana
600
Fraxinus pennsylvanica
3000
Liriodendron tulipifera
600
Platanus occidentalis
2100
Quercus alba
2800
Quercus nigra
2800
Sambucus canadensis
25
Ulmus alata
1000
Ulmus americana
900
TOTALS
19,150
*Live stakes of Salix nigra were planted but are not included in this table.
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Table 9. Total Planted Stems by Plot and Species
neliner vrojeci Loae li.u14. vrojeci lvame: tsrusny iviountaln ivirugailon
banK
Current Plot Data (MYO 2019)
Scientific Name
Common Name
Species Type
17.014-01-0001
17.014-01-0002
17.014-01-0003
17.014-01-0004
17.014-01-0005
17.014-01-0006
17.014-01-0007
17.014-01-0008
17.014-01-0009
PnoLS P -all T PnoLS P -all T Pnol-S P -all T Pnol-S P -all T PnoLS P -all T Pnol-S P -all T Pnol- P -all T PnoLS P -all T PnoLS P -all T
Asimina triloba
pawpaw
Tree
2
2
2
5
5
5
1
1
1
Betula nigra
river birch
Tree
3
3
3
2
2
2
2
2
2
Cephalanthus occidentalis
common buttonbush
Shrub
Cercis canadensis
eastern redbud
Tree
Cornus amomum
silky dogwood
Shrub
4
4
4
5
5
5
1
1
1
3
3
3
14
14
14
7
7
7
2
2
2
Diospyros virginiana
common persimmon
Tree
1
1
1
Fraxinus
ash
Tree
Fraxinus americana
white ash
Tree
3
3
31
1
1
1
1
1
1
Fraxinus pennsylvanica
green ash
Tree
1
1
1
1
1
1
2
2
2
3
3
3
11
11
11
2
2
2
6
6
6
2
2
2
Liriodendron tulipifera
tuliptree
Tree
2
2
2
1
1
1
Platanus occidentalis
American sycamore
Tree
4
4
4
3
3
3
5
5
5
3
3
3
2
2
2
7
7
7
Quercus
oak
Tree
1
1
1
1
1
1
1
1
11
2
2
2
Quercus alba
white oak
Tree
1
1
1
4
41
4
31
3
31
6
6
6
4
41
4
1
4
4
4
Quercus nigra
water oak
Tree
4
4
4
2
2
2
2
2
2
3
3
3
2
2
2
7
7
7
Ulmus
elm
Tree
2
2
2
4
4
4
Ulmus alata
winged elm
Tree
1
1
1
1
1
1
2
2
2
2
2
2
Ulmus americana
American elm
Tree
2
2
2
1
1
1
2
2
2
Unknown
IShrub or Tree
Stem count
size (ares)
size (ACRES)
Species countl
Stems per ACRE
191
191 19
151
151
15
191
191 19
191
191
19
221
221 22
301
301
30
181
181
18
171
171
17
171
17
17
1 1 1 1 1 1 1 1 1
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
81 81 81 61 61 6 8 8 81 81 81 8 81 81 81 51 51 51 61 61 61 41 41 41 51 5
5
768.9 768.9 768.9 607 607 607 768.9 768.9 768.9 768.9 768.9 768.9 890.3 890.3 890.3 1214 1214 1214 728.4 728.4 728.4 688 688 688 688 688
688
Color for Densitv
71-S = Planted
excluding livestakes
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits

Table 9. Total Planted Stems by Plot and Species (continued)
neither Project Code 17.014. Project Name: Brushy Mountain Mitigation Bank
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
Pnol-S = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits
Current Plot Data (MYO 2019)
Annual Means
Scientific Name
Common Name
Species Type
17.014-01-0011
17.014-01-0012
17.014-01-0013
17.014-01-0014
17.014-01-0015
17.014-01-0016
MYO (2019)
PnoLS P -all T PnoLS P -all T Pnol-S P -all T Pnol-S P -all T PnoLS P -all T Pnol-S P -all T Pnol-S P -all T
Asimina triloba
pawpaw
Tree
2
2
2
1
1
1
11
11
11
Betula nigra
river birch
Tree
1
1
1
1
1
1
9
9
9
Cephalanthus occidentalis
common buttonbush
Shrub
1
1
1
1
1
1
Cercis canadensis
eastern redbud
Tree
3
3
3
3
3
3
6
6
6
Cornus amomum
silky dogwood
Shrub
1
1
1
1
1
1
3
3
3
1
1
1
3
3
3
47
47
47
Diospyros virginiana
common persimmon
Tree
1
1
1
Fraxinus
ash
Tree
4
4
4
1
1
11
8
8
8
Fraxinus americana
white ash
Tree
2
21
2
11
1
1
1
1
21
2
2
10
10
10
Fraxinus pennsylvanica
green ash
Tree
1
1
1
6
6
6
3
3
3
5
5
5
2
2
2
5
5
5
53
53
53
Liriodendron tulipifera
tuliptree
Tree
1
1
1
1
1
1
1
1
1
6
61
6
Platanus occidentalis
American sycamore
Tree
2
2
2
3
3
3
9
9
9
2
2
2
47
47
47
Quercus
oak
Tree
2
2
21
1
1
1
8
8
8
Quercus alba
white oak
Tree
71
7
7
1
11
1
31
3
31
3
31
3
8
81
8
81
8
81
52
52
52
Quercus nigra
water oak
Tree
3
3
3
4
4
4
1
1
1
1
1
1
29
29
29
Ulmus
elm
Tree
7
71
7
Ulmus alata
winged elm
Tree
1
1
1
3
3
3
3
3
3
13
131
13
Ulmus americana
American elm
Tree
5
5
5
Unknown
IShrub or Tree
11
11
1
2
2
2
Stem count
size (ares)
size (ACRES)
Species countl
Stems per ACREI
231
231 23
191
191 19
231
231
23
171
171
17
221
221 22
181
181 18
315
315 315
1 1 1 1 1 1 16
0.02 0.02 0.02 0.02 0.02 0.02 0.40
101 101 101 81 81 81 81 81 81 71 71 71 91 91 91 41 41 41 181 181 18
930.81 930.81 930.81 768.91 768.91 768.91930.81 930.81 930.81 6881 6881 6881 890.31 890.31 890.31 728.41 728.41 728.41796.71 796.71 796.7
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%
Pnol-S = Planted excluding livestakes
P -all = Planting including livestakes
T = All planted and natural recruits including livestakes
T includes natural recruits

Table 10. Temporary Vegetation Plot Data
Brushy Mountain Restoration Site
Specieso
T-1 226
50m x 2m Temporary
T-2 2040
Plot (Bearin)
T-3 420
Asimina triloba
--
6
--
Betula nigra
1
--
--
Cercis canadensis
--
--
4
Cornus amomum
4
4
--
Diospyros vir iniana
--
--
1
Fraxinus americana
2
--
10
Fraxinus pennsylvanica
3
1
10
Liriodendron tuli i era
--
4
--
Platanus occidentalis
6
2
--
Quercus alba
8
5
5
Quercus nigra
1
--
3
Ulmus alata
9
--
11
Total Stems
34
22
44
Total Stems/Acre
1377
891
1781
Table 11. Planted Vegetation Totals
Brushy Mountain Restoration Site
Plot #
Planted Stems/Acre
Success Criteria Met?
1
769
Yes
2
688
Yes
3
931
Yes
4
769
Yes
5
931
Yes
6
688
Yes
7
890
Yes
8
728
Yes
9
607
Yes
10
769
Yes
11
769
Yes
12
890
Yes
13
1214
Yes
14
728
Yes
15
688
Yes
16
688
Yes
T-1
1377
Yes
T-2
891
Yes
T-3
1781
Yes
Average Planted Stems/Acre
884
Yes
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Brushy Mountain Asbuilt Vegetation Plots
Photos Taken May 15, 2019
Fw-
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Brushy Mountain Asbuilt Vegetation Plots
Photos Taken May 15, 2019
(continued)
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Appendix C
Stream Geomorphology Data
Tables 12A -12F. Baseline Stream Data Summary
Tables 13A -13D. Monitoring Data -Dimensional Morphology Summary (Dimensional
Parameters- Cross-sections)
Tables 14A -14D. Monitoring Data -Stream Reach Data Summary
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Table 12a. Baseline Stream Data Summary
Project Name: Brushy Mountain - Se ment/Reach: UT 1 Upstream 1317 feet
Parameter I
Gauge Regional Curve
Pre xisting Condition
Cheek Ref
Left Prong Ref
Design
Monitoring Baseline
Dimension and Substrate - Riffle Only
LL UL Eq. Min
Mean Med Max SDs n
Min
Mean
Max
Min
Mean
Max
Min
Med
Max
Min
Mean
Med
Max
SD'
n
Bankfull Width (ft)
6.9
9.5 11.7
11.7
12.3
13
9.5
10.3
11.1
8.6
9.2
9.9
4.9
4.9
4.9
4.9
1
Floodprone Width (ft)
11
13 17
19
20
21
15
16
17
80
100
120
80
80
80
80
1
Bankfull Mean Depth (ft)
0.5
0.7 0.9
0.9
1
1.2
0.6
0.6
0.6
0.6
0.7
0.7
0.5
0.5
0.5
0.5
1
'Bankfull Max Depth ft
0.7
0.9 1.1
1.1
1.2
1.3
0.8
0.9
0.9
0.8
0.9
1.1
0.9
0.9
0.9
0.9
1
Bankfull Cross Sectional Area fly
6.1
11.3
6.2
6.1
4.9
4.9
4.9
4.9
1
Width/Depth Ratio
7.7
16.1 23.4
10.8
12.5
13.7
15.8
17.2
18.5
12
14
16
20.6
20.6
20.6
20.6
1
EntrenchmentRatio
1.2
1.4 1.6
1.5
1.6
1.6
1.5
1.6
1.6
9.4
10.8
12.1
7.8
7.8
7.8
7.8
1
'Bank Height Ratio
1.9
2.8 3.7
1.0
1.1
1.3
1.0
1.0
1.0
1.0
1.0
1.3
1.0
1.0
1.0
1.0
1
Profile
Riffle Length (ft)
No distinct repetitive pattern of riffles and pools
due to straightening activities.
0.0243 0.0279
1.5 1.6
32 63
0.033
1.7
116
0
0.8
26
0.029
0.9
58
0.054
0.9
138
0.051
0.8
28
0.069
1.1
37
0.086
1.3
74
4.9
0.017
2.4
0.8
1
26.9
0.047
7.4
0.8
41
25.5
0.046
5.8
0.8
35
88.6
0.1
17.6
0.8
104
17.6
0.017
4.5
20
33
33
32
1
32
Riffle Slope (ft/ft)
Pool Length (ft)
Pool Max depth (ft)
Pool Spacing (ft)
Pattern
Channel Beltwidth (ft)
No distinct repetitive pattern of riffles and pools
to straightening activities.
20
22
1.8
62
1.6
26
32
2.6
118
2.1
32
44
3.6
209
2.6
16
21
2.1
54
1.5
17
28
2.7
114
1.7 1
19
36
3.5
164
1.8
28
19
2
55
3
37
28
3
78
4
55
92
10
111
6
28
19
2
55
3
37
28
3
78
4
55
92
10
111
6
Radius of Curvature (ft)
Rc:Bankfull width (ft/ft)due
Meander Wavelength (ft)
Meander Width Ratio
Additional Reach Parameters
or
Rosgen Classification
Cg 4
S4
B 4
Cb 4
Cb 4
Bankfull Discharge (cfs)
I I
23.3
Valley length (ft)
1123
Channel Thalweg length (ft)
1190
1317
1317
Sinuosity (ft)
1.06
1.08
1.07
1.1
1.1
Water Surface Slope (Channel) (fUft)
0.0444
0.0294
0.0576
0.0428
0.0401
4% of Reach with Eroding Banks
75
0
0

Table 13a. Monitoring Data
Project Name: Brushy Mountain Segment/Reach: UT 1 Lower (758 feet), UT I Middle (478 feet), and UT 1 Upper (1317 feet).
�m®®m®m
�m®®m®mmmmmmmmmmmmmmmmmmmmmm
mom
mmmmmmmmmmmmmmmmmmmmmmmmmmmmm���m
�•a�mmmmmmr�mmmmmmmmmmmmmmmmmmmmmmm���m
®mmmmmm
Bankfull Width (ft) mmmmmmm
-•r�mmmmmm■cr�mmmmmmmmmmmmmmmmmmmmmmm���m
�mmmmmm�mmmmmm
.- , r�mmmmmm■u:�mmmmmmmmmmmmmmmmmmmmmmm���m
®mmmmmm
mmmmmmm
•
mmmmmm
mmmmmmmmmmmmmm
•mmmmmm
�mmmmmm
- - mmmmmmm
�mmmmmmmmmmmmm
mmmmmmm
mmmmmmm
mmmmmmm
®mmmmmm®mmmmmm
®mmmmmm
�mmmmmm
- �mmmmmm
mmmmmmm�mmmmmm
®mmmmmm
®mmmmmm
-.. ®mmmmmm
mmmmmmmmmmmmmm
�mmmmmm
®mmmmmm
-.. mmmmmmmmmmmmmm�mmmmmm�mmmmmm®mmmmmm
mmmmmmm
®mmmmmm®mmmmmm
®mmmmmm
�mmmmmm
m®®m®mm®®m®m®®®m®mmmmmmmmmmmmmmm
�mmmmmm
mmmmmmm
mmmmmmmmmmmmmmmmmmmmm
mmmmmmm
mmmmmmm
mmmmmmmmmmmmmmmmmmmmm
�mmmmmm
�mmmmmm
�mmmmmmmmmmmmmmmmmmmm
. �mmmmmm
�mmmmmm
�mmmmmmmmmmmmmmmmmmmm
--• mmmmmmm
mmmmmmm
�mmmmmmmmmmmmmmmmmmmm
- -.. mmmmmmm
mmmmmmm
�mmmmmmmmmmmmmmmmmmmm
�mmmmmm
�mmmmmm
�mmmmmmmmmmmmmmmmmmmm
--• mmmmmmm
mmmmmmmmmmmmmmmmmmmmmmmmmmmm
Table 13b. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters — Cross Sections)
Project Name: Brushy Mountain SegmentlReach: UT2 (573 feet).
�m®®m®m
�m®®m®mmmmmmmmmmmmmmmmmmmmmm
mom
mmmmmmmmmmmmmmmmmmmmmmmmmmmmm���m
�•a�mmmmmmr�mmmmmmmmmmmmmmmmmmmmmmm���m
®mmmmmm
mmmmmmmmmmmmmmmmmmmmmmmmmmmm
-•r�mmmmmm■cr�mmmmmmmmmmmmmmmmmmmmmmm���m
.- , r�mmmmmm■u:�mmmmmmmmmmmmmmmmmmmmmmm���m
�•a�mmmmmmr�mmmmmmmmmmmmmmmmmmmmmmm���m
••
m���mm •mmmmmmmmmmmmmmmmmmmmmmm���m

Table 13c. Data - Dimensional Morphology Summary (Dimensional Parameters — Cross Sections)
Project Name: Brushy Mountain Segment/Reach:UT3(1281 feet).
Bankfull Entrenchment Ratio
L— Bank Height (d)
Bankfull Bank Height Ratio
Table 13d. • Data - Dimensional Morphology Summary (Dimensional Parameters — Cross Sections)

Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = RH., Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3
Exhibit Table 14a. Monitoring Data Data Summary
Project Name: Brushy Mountain Segment/Reach: UT 1 Lower (758 feet), UT 1 Middle (478 feet), and UT 1 Upper (1317 feet).
rig �11
®�mmme®mmmma®mmmme®�����®mmmma®�mmme
mm®mmommmmmmmmmmmmmmmmmmmmmmmmmmmmmm
mmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmm
mom®mommmmmmmmmmmmmmmmmmmmmmmmmmmmmm
'.
®oom®ommmmmmmmmmmmmmmmmmmmmmmmmmmmmm
•m®m®®ommmmm
mmmmm
mmmM11MMM
mmmmmmmmmmmmmmmmm•
mmmmmmmmmmmmmmmmm-
mmmmmmmmmmmmmmmmmmmmmm
mmmm
mmmm
m®®®rr
mmmmmm
mmmm
mmmm
mmmm
mmmm
mmmmmmmmmmm
mmmm
mmmm
mmmm
mmmm
mmmmmmmm
Channel Beltwidth (ft)mmmmm
mm�������������m
mmmm
mmmm
mm_m_mm
mmmm
m�
- . m
ENEEZIMM
MONE
MMMM
MEN mmm
=mmmmm
mmmm
mmmm mmmm mmmm
mmmm
mmmmm
mmmm
mmmm mmmm MMMMm
mmmm
Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = RH., Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3

Jnaaea cells Inmcate anal mese will typically not be rlllea In.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibking banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of valuetneaded only If the n exceeds 3
Exhibit Table 14b. Monitoring Data Data Summary
Project Name: Brushy Mountain Segment/Reach: UT 2 (573 feet).
Pattern
RadiusofCurvaturefft)r�a�a�significant
shifts from baseline
momo�
Jnaaea cells Inmcate anal mese will typically not be rlllea In.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibking banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of valuetneaded only If the n exceeds 3

Jhaaea cells Inmcate that mese will typically not be rlllea In.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibking banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of valuetneaded only If the n exceeds 3
Exhibit Table 14c. Monitoring Data Data Summary
Project Name: Brushy Mountain Segment/Reach: UT 3 (1281 feet)
rur�r�■r�a�a
������������������������������
Pattern
Radius of Curvatum ift)
significant shifts from baseline
momo�
Jhaaea cells Inmcate that mese will typically not be rlllea In.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibking banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of valuetneaded only If the n exceeds 3

Jnaaea cells Inmcate anal mese will typically not be rlllea In.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibking banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of valuetneaded only If the n exceeds 3
Exhibit Table 14d. Monitoring Data Data Summary
Project Name: Brushy Mountain Segment/Reach: UT 4 (870 feet).
Pattern
Radius of Curvatum ift)
FRE
significant shifts from baseline
:' 4
„
mm®m
Jnaaea cells Inmcate anal mese will typically not be rlllea In.
1 = The distributions for these parameters can include information from both the cross-section measurements and the longitudinal profile.
2 = Proportion of reach exhibking banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of valuetneaded only If the n exceeds 3

Appendix D
Groundwater Gauge Soil Profiles
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site: - �f w,HA AIR-
County, State: �k0k',,,,. d0rlK CRrvlli,.�.
Sampling Point/ GW-0
Coordinates:
Investigator: K. TefA54"
1
Axiom Environmental, Inc.
Notes:
5 v, k kave Pef.�
d(yA-bed aa,,.,�
(rU+-tiJrf,GJ.,O,, �((j41—gicV
Matrix
Depth (inches) Color %
Mottling
Color %
Texture
toy
I'6
fd{r 6-1-#
L
North. Carolina Licensed Soil Scientist
Number: 1233
Signature:
Name/Print:
W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG Axiom Environmental, Inc.
Project/Site: _ • ('ql k 400 v u _w
County, State: f s / "
Sampling Point/ _
Coordinates: /V
Investigator: f . �e� ��' cc a/
Notes:
Depth (inches)
Matrix
Color %
Mottling
Color % Texture
-� ..
lop- 7173 QO
til{, 7 & I ,,, . J.Y
qf—
y "v i,�o aT Sa..t j
�=�, Ro
0,(, 'A- td C.a�
North Carolina Licensed Soil Scientist
Number: 1233 J
Signature:
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site:. IlJiu4k I 1"�Ule✓I(r�
County, State: �Fc/ �� fy�l f jud�t`ti l,Uf,rn.F
Sampling Point/ �� U
Coordinates:
Investigator: _ Terdt Aw+
Axiom Environmental, Inc.
Matrix Mottling
Depth (inches) Color % Color % Texture
ld q L - (d4r_irl tD Srr4J r r*!k (du..
North. Carolina Licensed Soil Scientist
Number:
Signature:
1233 j
J
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG Axiom Environmental, Inc.
Project/Site: - N'ti k 04,1.v
County, State: 4id kiw WD-tvtCg-c21-- .
Sampling Point/
Coordinates: N/
Investigator: ��� E-6t�„�
Notes:
Matrix Mottling
Depth (inches) Color % Color % Texture
C9- L ldt-c= 40 9B =;-& di7 it
t 4- le �1-(D a• 94-)1 (C -A Loc, .
North. Carolina Licensed Soil Scientist
Number:
Signature:
1233 j
(k a�ucl�
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site: ��u7(ti f 40G. -'47 -
County, State: y+� �r,�/, /!� d� � �( (' m `` e4'
'T'
Sampling Point/ w O�
Coordinates: r
Investigator: ! • N -I n/
1
Axiom Environmental, Inc.
ku -.e. hoe,,,.'
A-7gu.l9gs At•--i't
to-.?F-ce�_4'a4
Depth (inches)
Matrix
Color
%
Mottling
Color %
Texture
A-
�d 4-
10
Ll9awt
North Carolina Licensed Soil Scientist
Number: 1233
Signature:
Name/Print: W. Grant Lewis

AXI rJM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site: bnj U''1 ,
County, State: Y4 V k6V 1Y0� CrA, p 1�A/q
Sampling Point/ G ..1_�r
Coordinates: v W
Investigator: ✓ P�'ll%��w
Axiom Environmental, Inc.
Notes:
Matrix
Depth (inches) Color %
Mottling
Color
% Texture
C9 -c 011"- l_I—b r f7
tdx� L1—(o
CW 4a L rr.•,
North Carolina Licensed Soil Scientist
Number: 1233
Signature:
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site: is %q / MV't-,la r—o
County, State: /4r/ritW, lvOr' C�4-01
t—r? 1t wp-
Sampling Point/ /
Coordinates: 6
Investigator:
Axiom Environmental, Inc.
Depth (inches)
Matrix
Color %
Mottling
Color %
Texture
Q -(V s
I
- V
�O 7 4-�-Clcc
C'-
0
a f- rL
L
North. Carolina Licensed Soil Scientist
Number:
Signature:
1233 j
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site: - b -K Afouwj 0
County, State: SKr/ �� r,/' Alar- (
Sampling Point/
Coordinates: Of
Investigator:
Axiom Environmental, Inc.
Matrix Mottling
Depth (inches) Color % Color %
Texture
r,/_ (,fir- 10'y -''Tw
cjau cG% GOGir+
— ^
SCGa Cf4.i: L. it .
North Carolina Licensed Soil Scientist
Number:
Signature:
1233
14
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site: - br,154-1 gdclw ?
County, State: /�V�lt'w d L4 C4,6111,
Sampling Point/
Coordinates:
Investigator:'Tev'41r;4a .,
k
A
Axiom Environmental, Inc.
Depth (inches)
Matrix
Color
%
Mottling
Color % Texture
071. . ..
!®v b— k
M
W- /0 Su.,JY ck'f u
Li "1 OK
2—/- 640 Q �a' Gr -
. team"
North Carolina Licensed Soil Scientist
Number:
Signature:
1233
U-) /Ja.ux '�"
Name/Print: W. Grant Lewis

AXIO.",7 ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site:. - fcl� ��I f B4 „✓ .
County, State: 1►J f-vW /I or, (I
Sampling Point/
Coordinates: 64/` 0
Investigator:�—
owr a
Axiom Environmental, Inc.
Notes:
Depth (incbes)
Matrix
Color
Mottling
% Color %
Texture
O- ..
10Y,14-';
1t0 /6/C G4_r0 0
<"14 Cla;.
40
1t9 `4-
Q /G/i ar-O
r l cta
North Carolina Licensed Soil Scientist
Number:
Signature:
1233
U'
Name/Print: W. Grant Lewis

AXIOM ENVIRONMENTAL, INC
218 Snow Avenue
Raleigh, North Carolina 27603
919-215-1693
SOIL BORING LOG
Project/Site:
' J VaS i &,,,.�q y
County, State:
`I ad ((t -w
Sampling Point/
Coordinates:
l�
Investigator-.
Aei
Axiom Environmental, Inc.
Depth (inches)
Matrix
Color %
Mottling
Color
%
Texture
-tf- R
toy -q-
':/ Glu.
I nf-
�"N fC!
L 00_w
-w- 7-0�6�-u�G
-�a
Cr
North Carolina Licensed Soil Scientist
Number: 1233
Signature: 1jua JU-CJ
Name/Print: W. Grant Lewis

Appendix E
Preconstruction Benthic Data
Preconstruction Benthic Results
Habitat Assessment Dataforms
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

AXIOM, BRUSHY MOUNTAIN, YADKIN COUNTY, NC, BENTHIC MACROINVERTE BRATES COLLECTED 4/20/2018,
PAI ID NO
51228
51229
51230
51231
STATION
UT -1
UT -2
UT -3
UT -4
DATE
4/20/2018
4/20/2018
4/20/2018
4/20/2018
SPECIES
T.V.
F.F.G.
MOLLUSCA
Bivalvia
Veneroida
Sphaeriidae
FC
Pisidium sp.
6.6
FC
1
ANNELIDA
Clitellata
Oligochaeta
CG
Tubificida
Enchytraeidae
CG
1
Naididae
Naidinae
CG
Slavina appendiculata
8.4
CG
1
ARTHROPODA
Insecta
Collembola
Isotomidae
1
1
Ephemeroptera
Ameletidae
CG
Ameletus sp.
CG
2
3
2
Ephemerellidae
SC
Ephemerella invaria gp.
2.6
CG
5
1
Leptophlebiidae
CG
Paraleptophlebia sp.
1.2
CG
3
Plecoptera
Nemouridae
SH
Amphinemura delosa
3.8
SH
1
3
Amphinemura sp.
3.8
SH
1
13
Perlodidae
P
Isoperla sp.
3.21
P
1 4
8
Hemiptera
Veliidae
P
Microvelia sp.
P
1
Megaloptera
Corydalidae
P
Nigronia fasciatus
6.1
P
1
Trichoptera
Lepidostomatidae
SH
Lepidostoma sp.
1
FC
1
Limnephilidae
PAI, Inc. Page 1 of 3 AXION BURSITY MT 4 18cl.xlsx

AXIOM, BRUSHY MOUNTAIN, YADKIN COUNTY, NC, BENTHIC MACROINVERTE BRATES COLLECTED 4/20/2018,
PAI ID NO
51228
51229
51230
51231
STATION
UT -1
UT -2
UT -3
UT -4
DATE
4/20/2018
4/20/2018
4/20/2018
4/20/2018
SPECIES
T.V.
F.F.G.
Ironoquia punctatissima
6.7
1
Pycnopsyche sp.
2.5
SH
2
Coleoptera
Carabidae
1
Curculionidae
2
Dryopidae
Helichus basalis
0.5
SC
1
1
Helichus fastigiatus
4.1
SC
3
Psephenidae
SC
Ectopria nervosa
4.3
SC
1
Ptilodactylidae
SH
Anchytarsus bicolor
2.4
SH
1
Diptera
Ceratopogonidae
P
1
Chironomidae
1
Chironomus sp.
9.3
CG
4
19
Conchapelopia sp.
8.4
P
1
2
8
1
Cricotopus sp.
CG
3
2
Eukiefferiella claripennis gp.
6.2
CG
1
Heterotrissocladius marcidus
cg
1
1
8
Limnophyes sp.
CG
1
Natarsia sp.
9.6
P
2
Odontomesa fulva
4.9
1
Paralauterborniella nigrohalteralis
4.9
CG
1
Parametriocnemus sp.
3.9
CG
1
7
5
Stictochironomus devinctus
5.4
CG
4
Trissopelopia ogemawi
1
Zavrelimyia sp.
8.6
P
8
3
43
21
Dixidae
CG
Dixa sp.
2.5
CG
1
1
1
1
Dixella sp.
CG
1
Ptychopteridae
Bittacomorpha clavipes
2
Simuliidae
FC
Simulium sp.
4.9
FC
1
Tabanidae
PI
4
Chrysops sp.
6.7
PI
1
Tipulidae
SH
Pseudolimnophila sp.
6.2
P
2
Tipula sp.
7.5
SH
1
1
PAI, Inc. Page 2 of 3 AXION BURSITY MT 4 18cl.xlsx

AXIOM, BRUSHY MOUNTAIN, YADKIN COUNTY, NC, BENTHIC MACRO INVERTEBRATES COLLECTED 4/20/2018,
PAI ID NO
51228
51229
51230
51231
STATION
UT -1
UT -2
UT -3
UT -4
DATE
4/20/2018
4/20/2018
4/20/2018
4/20/2018
SPECIES
T.V. F.F.G.
TOTAL NO. OF ORGANISMS
38
36
84
77
TOTAL NO. OF TAXA
19
19
16
14
EPT INDEX
I 1 1 7
1 4 1
1 13
BIOTIC INDEX -ASSIGNED VALUES
I 1 1 4.10
1 5.13 1
6.85 16.79
PAI, Inc. Page 3 of 3 AXION BURSITY MT 4 18cl.xlsx

AXIOM BRUSHY MTN., YADKIN CO. NC BENTHIC MACRO INVERTEBRATES COLLECTED 5/31/2018.
PAI ID NO
51442
51443
STATION
UT 4
UT 4 ref
DATE
5/31/2018
5/31/2018
SPECIES
T.V.
F.F.G.
ARTHROPODA
Insecta
Odonata
Corduliidae
2
Plecoptera
Leuctridae
SH
Leuctra sp.
1.5
SH
6
Nemouridae
SH
Amphinemura nigritta
3.8
SH
2
Trichoptera
Lepidostomatidae
SH
Lepidostoma sp.
1
FC
1
Philopotamidae
FC
Wormaldia moesta
2.4
FC
1
Rhyacophilidae
P
Rhyacophila fenestra
4.6
P
1
Coleoptera
Dytiscidae
P
Agabus sp.
P
1
Neoporus sp.
5
2
5
Diptera
Chironomidae
Chironomus sp.
9.3
CG
8
Conchapelopia sp.
8.4
P
3
Micropsectra sp.
2.4
CG
1
Natarsia sp.
9.6
P
2
Odontomesa fulva
4.9
2
Parametriocnemus sp.
3.9
CG
1
Phaenopsectra punctipes gp.
7.1
SC
3
Polypedilum scalaenum gp.
8.5
SH
1
Zavrelimyia sp.
8.6
P
1
Dixidae
CG
Dixa sp.
2.5
CG
2
Ptychopteridae
Bittacomorpha clavipes
3
Simuliidae
FC
Simulium venustum complex
7.3
8
2
Tipulidae
SH
1
Dicranota sp.
0
P
1
TOTAL NO. OF ORGANISMS
38
22
TOTAL NO. OF TAXA
14
10
EPT TAXA
H
1 0
5
PAI, Inc. Page 1 of 2 AXIOM BRUSHY MTN 5 18cl.xlsx

AXIOM BRUSHY MTN., YADKIN CO. NC BENTHIC MACRO INVERTEBRATES COLLECTED 5/31/2018.
PAI ID NO
51442
51443
STATION
UT 4
UT 4 ref
DATE
5/31/2018
5/31/2018
SPECIES
T.V. F.F.G.
NCBI-Assigned values
6.75
3.51
PAI, Inc. Page 2 of 2 AXIOM BRUSHY MTN 5 18cl.xlsx

C �]< "y I 1"TI
,n_�
3/06 Revision 6
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams
Biological Assessment Unit, DWQ OTAL SCORE
Directions for use: The observer is to survey a minimum of 100 meters with 200 meters preferred of stream, preferably in an
upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent
average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form,
select the description which best fits the observed habitats and then circle the score. If the observed habitat falls in between two
descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics.
r_ S4MLNt nv
Stream6RvS�fA( Ml t,17' � Location/road:�,uI;w,%, Lt t.�(RoadNameRhC, ig4County Ykt53t1 J"
,� �K tdv.►�
Date 4' 0_' t-' CC# Basin ' M -N ,. n3 (r a4 61 r) ( Subbasin YA, � L
Observer(sJn.h ►�L%-AType of Study: ❑ Fish *enthos ❑ Basinwide ❑Special Study (Describe)
Latitude?6.1 %6657'1 Lorngitude' M. %.tc c 31 Ecoregion: ❑ MT GOP ❑ Slate Belt ❑ Triassic Basin
Water Quality: Temperature °C DG mg/I Conductivity (torr.) gS/cm pH
Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what
YOU estimate driving thru the watershed in watershed land use.
Visible Land Use: _10 %Forest %Residential -10 %Active pasture % Active Craps
%Fallow Fields % Commercial %Industrial %Other - Describe:
Watershed land use: W'orest)tAgriculture OUrban ❑ Animal operations upstream
Width: (meters) Stream 0 . '� Channel (at top of bank) I • 5� Stream Depth: (m) Avg Max 0.15
❑ Width variable ❑ Large river >25m wide
Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m 1 A -
Bank Angle: ~ u— ° or ❑ NA (Vertical is 90°, horizontal is 0°. Angles > 90° indicate slope is towards mid -channel, < 90°
indicate slope is away from channel. NA if bank is too low for bank angle to matter.)
❑ Channelized Ditch
IJbeeply incised -steep, straight banks ❑Both banks undercut at bend OChannel filled in with sediment
❑ Recent overbank deposits OBar development ❑Buried structures ❑Exposed bedrock
❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell
Manmade Stabilization: ON OY: ❑Rip -rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee
Flow conditions: ❑High Wormal ❑Law
Turbidity: Mlcar ❑ Slightly Turbid ❑Turbid OTannie OMilky ❑Colored (from dyes)
Good potential for Wetlands Restoration Project?? ❑ YES ❑NO Details
Channel Flow Status
Useful especially under abnormal or low flow conditions.
A. Water reaches base of both lower banks, minimal channel substrate exposed ............................
B. Water fills >75% of available channel, or X25% of channel substrate is exposed ........................ ❑
C. Water fills 25-75% of available channel. many logs/snags exposed ............................................. ❑
D. Root mats out of water.................................................................................................................. ❑
E. Very little water in channel, mostly present as standing pools ..................................................... ❑
Weather Conditions: �V t wt'i , "o .3 Photos: ON ❑Y ❑ Digital E135mm
Remarks:
42

1. Channel Modification Score
A. channel natural, frequent bends ..... ................................................................................................... 5
B. channel natural., infrequent bends (channelization could be old) ...................................................... 4
C. some channelization present.............................................................................................................. 6
D. more extensive channelization, >40% of stream disrupted............................................................... 2
E. no bends, completely channelized or rip rapped or gabioned, etc ..................................................... 0
❑ Evidence of dredging ❑Evidence of desnagging=no large woody debris in stream 013anks of uniform shapetheight
Remarks Subtotal v
Il. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover, If X700/o of the
reach is rocks, I type is present, circle the score of 17. Definition: leafpacks consist of older leaves that are packed together and have
begun to decay (not piles of leaves in pool areas). Mark as Rare. Common. or Abundant.
Rocks V. Macrophytes fk Sticks and leafpecks Snags and logs Undercut banks or root mats
AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER
Score
X70%
40-70%
20-40%
X20%
3. embeddedness 40-80%..........................................................................................................
Score
Score
Score
Score
4 or 5 types present .................
20
16
12
8
3 types present .........................
19
STT;
11
7
2 types present .........................
18
Dr
10
5
1 type present.,.. .......................
17
13
4
5
No types present .......................
0
2
4. substrate nearly all silt/ clay...................................................................................................
❑ No woody vegetation in riparian zone Remarks
Subtotal �Z
Subtotal 15
III. Bottom Substrate (silt, send, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks.
Aasubst ate with good mix of gravel, cobble and boulders
Score
embeddedness ,20% (very little sand, usually only behind large boulders) .........................
(I55)
2. embeddedness 204014 ..........................................................................................................
12
3. embeddedness 40-80%..........................................................................................................
8
4. embeddedness >80%.............................................................................................................
3
B. substrate gravel and cobble
1. embeddedness<20%............................................................................................................
14
2. embeddedness 20-40%.........................................................................................................
11
3. embeddedness 40-80%........................................................................................................
6
4. embeddedness>80%............................................................................................................
2
C. substrate mostly gravel
1. embeddedness X50%............................................................................................................
8
2. embeddedness >50%.- r .........................................................................................................
4
D. substrate homogeneous
1. substrate nearly all bedrock...................................................................................................
3
2. substrate nearly all sand.......................................................................................................
3
3. substrate nearly all detritus....................................................................................................
2
4. substrate nearly all silt/ clay...................................................................................................
Remarks
Subtotal �Z
IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams, or side eddies.
A. Pools present Score
d' --Pools Frequent (730% of 200m area surveyed)
-R?variety of pool sixes...............................................................................................................
b. pools about the same size (indicates pools filling in)............................................................ 8
? Pools Infrequent (c30% of the 200m area surveyed)
a. variety of pool sizes.............................................................................................................. d
b. pools about the same size..................................................................................................... 4
B. Pools absent................................................................................................................... .................... 0
Subtotal k 0
$'Pool bottom boulder-cobble=hard VICBottorn sandy -sink as you walk ❑ Silt bottom ❑ Some pools over wader depth
Remarks
Page Total
43

V. Riffle Habitats
Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent
Score Scor
A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 16 12
B. riffle as wide as stream but riffle length is not 2X stream width .................................... 14 7
Oiffle not as wide as stream and riffle length is not 2X stream width ............................. 6 t 3
D. riffles absent................................................................................................................... 4
Channel Slope: Mrypical for area ❑Steep=fast flow ❑Low= like a coastal stream SubtotalA-i7
VI. Bank Stability and Vegetation
FACE UPSTREAM Left Bank Rt. Bank
Score Score
A. Banks stable
1. little evidence of erosion or bank failure(except outside of bends), little potential for erosion.. 7 7
rosion areas present
I, diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6
2. few trees or small trees and shrubs; vegetation appears generally healthy ........................... © 5
3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3
4. mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. 2 2
5. little or no bank vegetation, mass erosion and bank failure evident ........................................... 0 0 1
Total
Remarks �
VII. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out
sunlight when the sun is directly overhead, Note shading from mountains, but not use to score this metric.
Remarks
A. Stream with good canopy with some breaks for light penetration ............................................. 110
Stream with full canopy - breaks for light penetration absent ..................................................... 8
Stream with partial canopy - sunlight and shading are essentially equal .................................... a)
D. Stream with minimal canopy - full sun in all but a few areas ....................................................... 2
E. No canopy and no shading............................................................................................................ 0
Subtotal I
Vlll. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain), Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc.
FACE UPSTREAM Lft. Bank Rt. Bank
Dominant vegetation: 9f Trees EXShrubs I1f Grasses ❑ Weedslold field ❑Exotics (kudzu, etc) Score Score
A. Riparian zone intact (no breaks)
1. width > 18 meters.....................................................................................
5
2. width 12-18 meters...................................................................................
4
4
3. width 6-12 meters.....................................................................................
3
3
4. width < 6 meters......................................................................................
2
2
B. Riparian zone not intact (breaks)
1, breaks rare
a. width > 18 meters.........................................................................
4
b. width 12-18 meters.......................................................................
3
3
c. width 6-12 meters.......................................................................
2
2
d. width < 6 meters.........................................................................
1
1
2. breaks common
a. width > 18 meters.........................................................................
3
3
b. width 12-18 meters......................................................................
2
2
e. width 6-12 meters ..................................................•. -................
1
I
d. width < 6 meters.........................................................................
0
0
Remarks
Total 9�
Page Total
� r-
❑ Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream.
TOTAL SCORE 0
44

Supplement for Habitat Assessment Field Data Sheet
Diagram to determine bank angle:
I
Lot -Ail �
I-,, ""I
r
9D° 45°
Site Sketch:
Other comments:
Typical Stream Cruss-section
r
�1 f ry:trrme Nigh Waur y
` Normal High Water
Normal Flow
Stream Width
45
Lnwrr
Bank
�s"y
135°
This side is 45" bank angle.

E� PTO-)
3/06 Revision 6
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams
Biological Assessment Unit, DWQ O T A L SCORE
Directions for use: The observer is to survey a minimum of 100 meters with 200 meters preferred of stream, preferably in an
upstream direction starting above the bridge pool and the road right-of-way_ The segment which is assessed should represent
average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form,
select the description which best fits the observed habitats and then circle the score. If the obseryed habitat Falls in between two
descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics.
M_ est, of
Stream Zit.rrzw(jIt.-I. JT -r Location/road:V8 t *&VX [Road Nameti�k. aunty WAO A ,
r r
Date 0-
11? CC# Basin `J [31 t 6- 04 Ma N Subbasin i. + J
wj�_ r- — Ja.>401I ► t Q f
Observer(s) fftlR r n Type of Study: ❑ Fish gBenthos ❑ Basinwide ❑Special Study (Describe)
Latitude6 Longitude ­7Ecoregion: ❑ MT WP ❑ Slate Beit ❑ Triassic Basin
Water Quality: Temperature °C DO mg/l Conductivity (corr.) pS/cm pH
Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what
you estimate driying thru the watershed in watershed land use.
Visible Land Use: iR] °/°Forest °JnResidential _'fir] %Active Pasture % Active Crops
%Fallow Fields % Commercial %industrial %Other - Describe:
Watershed land use : IRI orest P�lgriculture ❑Urban ❑ Animal operations upstream
Width: (meters) Stream •' Channel (at top of bank) Stream Depth: (m) Avg 1.07 Max :.', i
❑ Width variable ❑ Large river >25m wide
Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m) ' In
BankAngler ° or ❑ NA ( Vertical is 900, horizontal is 0°. Angles > 901 indicate slope is towards mid -channel, < 900
indicate slope is away from channel. NA if bank is too low for bank angle to matter.)
❑ Channelized Ditch
Weeply incised -steep, straight banks ❑Both banks undercut at bend ❑Channel filled in with sediment
❑ Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock
❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell
Manmade Stabilization: ❑N ❑Y: ❑Rip -rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee
Flow conditions ; ❑High Mormal ❑Law
Turbidity: b0car ❑ Slightly Turbid ❑Turbid ❑Tannic ❑Milky ❑Colored (from dyes)
Goad potential for Wetlands Restoration Project?? ❑ VES ONO Details
Channel Flow Status
Useful especially under abnormal or low flow conditions.
A. Water reaches base of both lower banks, minimal channel substrate exposed ............................. An
B. Water fills X75% of available channel, or <275% of channel substrate is exposed. ....................... ❑
C. Water fills 25-75% of available channel, many logs/snags exposed ....................... :........... .......... ❑
D. Root mats out of water .......... ....... ...,.....................................................,................_....................
E. Very little water in channel, mostly present as standing pools ..................................................... ❑
Weather Conditions: 'JC 1t'a' I00 Photos: ON ❑Y ❑ Digital 035mm
Remarks:
42

tJT - t
1, Channel Modification score
A. channel natural, frequent bends........................................................................................................ 5
B. channel natural, infrequent bends (channelization could be old) ...................................................... 4
C. .....
some channelization present......................................................................................................... 6
D. more extensive channelization, X40% of stream disrupted............................................................... 2
E. no bends, completely channelized or rip rapped or gabioned, etc ..................................................... 0
❑ Evidence of dredging ❑Evidence of desnagging=no large woody debris in stream ❑Banks of uniform shape/height
Remarks Subtotal 3
11. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If >709/6 of the
reach is rocks, 1 type is present, circle the score of 17. Definition: leafpacks consist of older leaves that are packed together and have
begun to decay (not piles of leaves in pool areas). Mark as Rare. Common, or Abundant.
Rocks Cc— Macrophytes A Sticks and leafpacks Snags and logs Undercut banks or root mats
AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER
So
>70%
40-709/o
20-40%
40%
3. embeddedness 40-80%............................................••......................................................
Score
Score
Score
Score
4 or 5 types present .................
20
16
12
8
,3)ypes present .........................
197
C. substrate mostly gravel
11
7
2 types present .........................
is
14
10
6
1 type present ...........................
17
13
9
5
No types present .......................
0
1
Remarks
Subtotal i
❑ No woody vegetation in riparian zone Remarks
Subtotal
III. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks.
A. substrate with good mix of gravel, cobble and boulders
So
1. embeddedness <01/a (very little sand, usually only behind large boulders) .........................
13
2. embeddedness 20-40%..........................................................................................................
12
3. embeddedness 40-80%............................................••......................................................
8
4. embeddedness >80% ..................... ........... ..........
�bsirste
3
gravel and cobble...................................................................
1 embeddedness<20%......................................................................
Vmbeddedness20-40%.........................................................................................................
14
3. embeddedness 40-80%........................................................................................................
6
4. embeddedness X80%............................................................................................................
2
C. substrate mostly gravel
1. embeddedness X50%............................................................................................................
8
2. embeddedness X50%...............................................................................................---.........
4
D. substrate homogeneous
1. substrate nearly all bedrock...................................................................................................
3
2. substrate nearly all sand..................................................................-•----................................
3
3. substrate nearly all detritus .................. ............... .......................................... .........................
2
4. substrate nearly all silt/ clay- ...................... ..........................................................................
1
Remarks
Subtotal i
IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams, or side eddies.
A. Pools present Score
I. Pools Frequent (>30% of 200m area surveyed)
a. variety of pool sizes.................................................................
!'a. vols about the same size (indicates pools filling in)............................................................ 8
2. Pools equent (<30% of the 200m area surveyed)
a. variety of pool sizes..........................................................................................................-•--- 6
b, pools about the same size...................................................................................................... 4
B. Pools. absent........................................................................................................................................... 0
Subtotal
46 Pool bottom boulder cobble=hard ❑ Bottom sandy -sink as you walk ❑ Silt bottom ❑ Some pools over wader depth
Remarks
Page Total
43

w� 2
V. Riffle Habitats
Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent
Score Score
A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 16 12
B. riffle as wide as stream but riffle length is not 2X stream width .................................... 14 7
C. riffle not as wide as stream and riffle length is not 2X stream width ............................. (I V 3
D. riffles absent................................................................................................................... 0
Channel Slope: Oftypical for area ❑Steep --fast flow ❑Low=like a coastal stream Subtotal I
VI. Bank Stability and Vegetation
FACE UPSTREAM Left Bank Rt. Bank
Score Scare
A. Banks stable
1. little evidence of erosion or bank failure(except outside of bends), little potential for erosion,. 7 7
B. Erosion areas present
1. diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6 6
2. few trees or small trees and shrubs; vegetation appears generally healthy ........................... & t�o
3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3
4. mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. 2 2
5. little or no bank vegetation, mass erosion and bank failure evident...........................................0 0
Total
Remarks
V11. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out
sunlight when the sun is directly overhead. Nate shading from mountains, but not use to score this metric.
Core
A. Stream with good canopy with some breaks for light penetration ............................................. to
B. Stream with full canopy - breaks for light penetration absent ..................................................... 8
C. Stream with partial canopy - sunlight and shading are essentially equal .................................... 7
YStream with minimal canopy - full sun in all but a few areas ....................................................... G9
E. No canopy and no shading............................................................................................................. 0
Remarks
n
G.
V111. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream tcan go beyond floodplain). Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc.
FACE UPSTREAM Lft. Bank Rt. Bank
Dominant vegetation: ❑ Trees ❑ Shrubs Mrasses Cl Weeds/old field ❑Exotics (kudzu, etc) Score Score
A. Riparian zone intact (no breaks)
1. width > 18 meters.....................................................................................
2. width 12-18 meters...................................................................................
3_ width 6-12 meters..............................................................................._._...
4. width < 6 meters......................................................................................
B. Riparian zone not intact (breaks)
1, breaks rare
a. width > 18 meters........................................................................
b. width 12-18 meters......................................................................
c. width 6-12 meters.......................................................................
d. width < 6 meters.........................................................................
2. breaks common
a. width > 18 meters.........................................................................
b. width 12-18 meters.....................................................................
c. width 6-12 meters.......................................................................
d. width < 6 meters.........................................................................
Remarks
❑ Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream.
44
5
4
3
2
3 3
2 2
1 1
Total `)
Page Total rL D
TOTAL SCORE

Supplement for Habitat Assessment Field Data Sheet
Diagram to determine bank angle:
I
I �
90° 45°
'I�ypical Stream Cross-section
r-9Rv5W/ M`r 4
vrr - 2
Site Sketch:
Other comments:
45
This side is 450 bank angle.

3/04 Revision b
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams
Fv:N vrt3 me
Biological Assessment Unit, DWQ ITOTAL SCORE
Directions for use: The observer is to survey a minimum of 100 meters with 200 meters preferred of stream, preferably in an
upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent
average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form,
select the description which best fits the observed habitats and then circle the score. If the observed habitat falls in between two
descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics,
`u E3 st. �
StreamuT t r r� �3 Location/road: k s��trt1� R�aad NameN►KTrN County � �!
t,u.. rd
Date q-zo-it CC# Sasin'4&bwC. '\2.c)y0` V\ Subbasin 'A 1 (ri:'S`7-0 � S
Observer(s�wA Type of Study: ❑ Fish XBenthos ❑ Basinwide ❑Special Study (Describe)
Latitude _:�'a Longitude WY). � 1�.E� Z Ecoregion: ❑ MT OP ❑ Slate Belt ❑ Triassic Basin
Water Quality: Temperature °C DO mg/l Conductivity (corr.) AS/cm pH
Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what
you estimate driving thru the watershed in watershed land use.
Visible Land Use: 10 %Forest %Residential %Active Pasture % Active Crops
%Fallow Fields % Commercial %Industrial °/60ther - Describe:
Watershed land use: Forest ZrAgriculture ❑Urban ❑ Animal operations upstream
Width: (meters) Stream Channel (at top of bank) .'4 Stream Depth: (m) Av&0 0' Max 0 O
❑ Width variable ❑ Large river>25m wide
Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m) L' L - I .$
Bank Angle: T� ° or ❑ NA (Vertical is 90'. horizontal is 0'. Angles > 90° indicate slope is towards mid -channel, < 90"
indicate slope is away from channel. NA if bank is too low for bank angle to.matter.)
❑ Channelized Ditch
62peeply incised -steep, straight banks ❑Both banks undercut at bend ❑Channel filled in with sediment
❑ Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock
❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell
Manmade Stabilization: ❑N ❑Y: ❑Rip -rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee
Flow conditions: ❑High Normal 13 Low
Turbidity:QClear ❑ Slightly Turbid ❑Turbid ❑Tannic ❑Milky ❑Colored (from dyes)
Good potential for Wetlands Restoration Project?? ❑ YES ONO Details
Channel Flow Status
Useful especially under abnormal or low flow conditions.
A. Water reaches base of both lower banks, minimal channel substrate exposed ............................ ❑
B. Water fills >75% of available channel, or X25% of channel substrate is exposed ........................ ❑
C. Water fills 25-75% of available channel, many logs/snags exposed, ............................. 45.
D. Root mats out of water................................................................................................................... ❑
E. Very little water in channel, mostly present as standing pools ..................................................... ❑
Weather Conditions: J.�t��f Photos: ❑N ❑Y ❑ Digital 1335mm
Remarks:
42

'17 S
I. Channel Modification Score
A. channel natural, frequent bends........................................................................................................ 5
B. channel natural, infrequent bends (channelization could be old) ...................................................... 4
C. some channelization present .................................... .................................................. __...... ............. 3
D. more extensive channelization, >40% of stream disrupted...............................................................1,
..
E. no bends, completely channelized or rip rapped or gabioned, etc ................................................... 0
❑ Evidence of dredging ❑Evidence of desnagging=no large woody debris in stream ❑Banks of uniform shape/height
Remarks Subtotal L
11. lnstream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If X70% of the
reach is rocks, 1 type is present, circle the score of 17. Definition; leafpacks consist of older leaves that are packed together and have
begun to decay (not piles of leaves in pool areas). Mark as Rare. Common, or Abundant.
�' Racks _LMacrophytes r, Sticks and leafpseks k Snags and logs 1 1 Undercut banks or root mats
AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER
Score
X70°/0
40-70%
20-40%
Q0%
3. embeddedness 40-80% ............ ..............................................................................................
Score
Score
Score
Score
4 or 3 types present .................
20
16
12
8
3 types present .........................
19
15
11
7
2 types present .........................
18
CP
10
6
1 type present ...........................
17
13
9
5
Notypes present .......................
❑ No woody vegetation in riparian zone Remarks
0
2
4. substrate nearly all silt/ clay ............................... __.......................................... .................. _
f{emarks
LL
Subtotal
Subtotal
Ill, Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks.
A. substrate with good mix of gravel, cobble and boulders
Score
1. embeddedness Q0% (very little sand, usually only behind large boulders) .........................
15
2. embeddedness 20-401/o ..........................................................................................................
12
3. embeddedness 40-80% ............ ..............................................................................................
8
4. embeddedness X80%.............................................................................................................
3
B. substrate gravel and cobble
1. embeddedness<20%............................................................................................................
14
2. embeddedness 20-40% ............................................... ................................... ......................
11
3. embeddedness 40-80%........................................................................................................
6
4. embeddedness>80%...........................................................................................................
2
;.nbge mostly gravel
................................................................
embeddedness <50°Io. .........................................
2. embeddedness >501%............................................................................................................
4
D. substrate homogeneous
1. substrate nearly all bedrock...........................................................................•---....................
3
2. substrate nearly all sand........................................................................................................
3
3. substrate nearly all detritus....................................................................................................
2
4. substrate nearly all silt/ clay ............................... __.......................................... .................. _
f{emarks
1 . .
Subtotal
IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams, or side eddies.
A. Pools present Score
1. Pools Frequent (>30% of 200m area surveyed)
a. variety of pool sizes.............................................................................................................. 10
b. pools about the same size (indicates pools filling in)............................................................ 8
2. Pools Infrequent (<30% of the 200m area surveyed)
a. variety of pool sizes............................................................................................................... 6
pools about the same size. 3
B. Pools Lnt .... _ ................................... ................................................................................... 0
Subtotal
❑ Pool bottom boulder-cobble=hard ❑ Bottom sandy -sink as you walk ❑ Silt bottom ❑ Some pools over wader depth
Remarks
Page Total L
43

V. Riffle Habitats
Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent
Score core
A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 16 12
B. riffle as wide as stream but riffle length is not 2X stream width .................................... 14 7
C. riffle not as wide as stream and riffle length is not 2X stream width ............................. 1-41 3
D. riffles absent.......................................................................................•.......................... 0
Channel Slope: P'ypical for area ❑Steep=fast flow ❑Low=like a coastal stream Subtotal 1 d
VI. Bank Stability and Vegetation
FACE UPSTREAM Left Bank Rt. Bank
Score S. core
A. Banks stable
1. little evidence of erosion or bank failure(except outside of bends), little potential for erosion.. 7 7
$. Erosion areas present
1. diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6 �.
2. few trees or small trees and shrubs; vegetation appears generally healthy........ ................... e i�
3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3
4. mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. 2 2
5. little or no bank vegetation, mass erosion and bank failure evident...........................................0 0
Total l t
Remarks
VII. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out
sunlight when the sun is directly overhead. Note shading from mountains, but not use to score this metric.
C-
A. Stream with good canopy with some breaks for light penetration ............................................. 10
B. Stream with full canopy - breaks for light penetration absent ..................................................... S
C. Stream with partial canopy - sunlight and shading are essentially equal ................................
Stream with minimal canopy - fall sun in all but a few areas .......................................................
E. No canopy and no shading............................................................................................................. 0
Remarks Subtotal
VIII. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain). Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc_
FACE UPSTREAM Lft. Bank Rt. Bank
Dominant vegetation: ❑ Trees RfShrubs &'Crasses ❑ Weeds/old field ❑Exotics (kudzu, etc) Score Score
A. Riparian zone intact (no breaks)
1. width > 18 meters.....................................................................................
5
5
2. width 12-18 meters...................................................................................
4
4
3. width 6-12 meters................................_...................................................
3
3
4. width < 6 meters......................................................................................
2
2
B, Riparian zone not intact (breaks)
1. breaks rare
a. width > 18 meters........................................................................
r
b. width 12-18 meters.......................................................................
3
3
c. width 6-12 meters.......................................................................
2
2
d. width < 6 meters.........................................................................
1
1
2. breaks common
a. width > 18 meters. ................................ _ .......... . ......
3
3
b. width 12-I8 meters......................................................................
2
2
c. width 6-12 meters......................................................................
1
l
d. width < 6 meters.........................................................................
Remarks
0
0
Total
Page Total
❑ Disclaimer -form filed out, but scare doesn't thatch subjective opinion -atypical stream.
TOTAL SCORE

Supplement for Habitat Assessment Field data Sheet
Diagram to determine bank angle:
90° 45°
Typical Stream Cross-section
�'I,-1 .
,a_
Site Sketch:
Other comments:
45
This side is 450 bank angle.

3106 Revision 6
Habitat Assessment Field Data Sheet
Mountain) Piedmont Streams
t }'T . Li
Biological Assessment Unit, DWQ IToTAL SCORE
Directions for use: The observer is to survey a minimum of 100 meters with 21)0 meters preferred of stream, preferably in an
upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent
average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form,
select the description which best fits the observed habitats and then circle the score. If the observed habitat falls in between two
descriptions, select an intermediate score. A final habitat score is determined by adding the,fesults from the different metrics.
6. t ofi
Stream?y,,K 4 WwA - 11 �A Location/road: }!Qtr�,_-J!\_% f L oad Name County " l Ai> 4P4 1:3.
Date
Date ej :t� l� CC# Basin*UEN i t•J=V%D'kf>k0% Subbasin (s 4 -_-'1 C'2)
>✓t / 01011101
Observer(s)r; is.", -p i iType of Study: ❑ Fish Aenthos ❑ Basinwide ❑Special Study (Describe) _
Latitude'-�p•IG'e i5D Longitude -zkClZ;:7 Ecoregion: ❑ MT ❑ P ❑ Slate Belt ❑ Triassic Basin
Water Quality: Temperature °C DO mg/I Conductivity (carr.) uS/cm pH
Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what
you estimate driving thru the watershed in watershed land use.
Visible Land Use: 10 %Forest %Residential 0 %Active Pasture % Active Crops
%Fallow Fields % Commercial %Industrial %Other - Describe_
Watershed land use: Rorest INIAgriculture ❑Urban ❑ Animal operations upstream
Width: (meters) Stream . ;n Channel (at top of bank) 1 .6 Stream Depth: (m) Avg!'I�_ Max
❑ Width variable ❑ Large river >25m wide
Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m)
Bank Angie; t) ° or ❑ NA (Vertical is 90°, horizontal is 4°. Angles > 90° indicate slope is towards mid -channel, < 9011
indicate slope is away from channel. NA if bank is too low for bank angle to matter.)
❑ Channelized Ditch
EMccply incised -steep,. straight banks ❑Both banks undercut at bend &Channel filled in with sediment
❑ Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock
❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell
Manmade Stabilization: ON ❑Y: ❑Rip -rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee
Flow conditions: ❑High ❑Normal ❑Low
Turbidity: ❑Clear ❑ Slightly Turbid ❑Turbid ❑Tannic ❑Milky ❑Colored (from dyes)
Good potential for Wetlands Restoration Project?? ❑ YES ONO Details
Channel Flow Status
Useful especially under abnormal or low flow conditions.
A. Water reaches base of both lower banks, minimal channel substrate exposed _.......................... ❑
B. Water fills X75% of available channel, or <25% of channel substrate is exposed ........................ ❑
/) Water fills 25-75% of available channel, many logs/snags exposed.......... ................................... tEZ,
D. Root mats out of water...............................•................................................................................... ❑
E. Very little water in channel, mostly present as standing pools ..................................................... ❑
Weather ConditionslrL 101�-X. Photos: ON ❑Y ❑ Digital 035mm
Remarks:
42

t,�_o Igl
V. Riffle Habitats
Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent
Score Score
A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 16 12
B. riffle as wide as stream but riffle length is not 2X stream width .................................... 14 7
C. riffle not as wide as stream and riffle length is not 2X stream width ......................... — 10 3�
D. riffles absent ................................................................................................................... 0
Channel .Slope-,*Jrypical for area ❑Steep=fast flow ❑Low=like a coastal stream Subtotal
VI. Bank Stability and Vegetation
FACE UPSTREAM Left Bank Rt. Bank
Score 522re
A. Banks stable
1, little evidence of erosion or bank fallure(except outside of bends), little potential for erosion.. 7 7
B. Erosion areas present
I. diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6 6
2. few trees or small trees and shrubs; vegetation appears generally healthy.............. ............. 5 3
3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3
(P mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. CD
5. little or no bank vegetation, mass erosion and bank failure evident ........................................... a a 1
Total
Remarks
VII. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out
sunlight when the sun is directly overhead. Note shading from mountains, but not use to score this metric.
50M
A. Stream with good canopy with some breaks for light penetration ............................................. la
B, Stream with full canopy - breaks for light penetration absent ..................................................... 8
C. Stream with partial canopy - sunlight and shading are essentially equal .................................... /)7,
Stream with minimal canopy - full sun in all but a few areas ....................................................... C
E. No canopy and no shading .................. .•-........................................................................................ 0
r,
subtotal �-
Vill. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain). Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc,
FACE UPSTREAM Lft. Bank Rt. Bank
Dominant vegetation: ❑ Trees ❑ Shrubs 4Q Grasses Weeds/old field ❑Exotics (kudzu; etc) Score Score
A. Riparian zone intact (no breaks)
1. width > 18 meters..................................................................................... 5 5
2. width 12-18 meters..................•---•.......................................................... 4 4
3. width 6-12 meters........................................................•... 3 3
4. width < 6 meters.....................................................................•---------....... 2 2
B.. Riparian zone not intact (breaks)
1. breaks rare
a. width > 18 meters.........................................................................
b. width 12'18 meters....................................................................... 3 3
c. width 6-12 meters....................................................................... 2 2
d. width < 6 meters......................................................................... I
2, breaks common
a. width a 18 meters.........................................................................
b. width 12-18 meters......................................................................
c. width 6-12 meters.......................................................................
d. width < 6 meters ...................... ................................................ --
Remarks
❑ Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream,
44
3 3
2 2
I 1
o a
Total 18
Page Total 11
TOTAL SCORE_aQ

Supplement for Habitat Assessment Field Data Sheet
Diagram to determine bank angle:
LI,AJ
�}
90° 45°
Site Sketch:
Other comments:
T ical Stream Cross-section
1
i Extreme Hith Writer
Alormil High Water ,
Normal Flow
Stream Rid th
45
t.awer
6rnk
Ev.)srt I nM -N -
viz
1350
This side is 450 bank angle.

uI - q J42
3166 Revision 6
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams
Biological Assessment Unit, DWQ UTAL SCORE
Directions for use: The observer is to survey a minimum of 100 meters with 200 meters preferred of stream, preferably in an
upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent
average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form.
select the description which best fits the observed habitats and then circle the score. if the observed habitat falls in between two
descriptions, select an intermediate score. A final habitat score is determined by adding the results from the different metrics.
Stream (ST Location/road!lr ' {Road Name p Rt)CountyAAZW4 Ca.
A0_ble 1%.Date r—�' 3 t" CC# Basin �P'r"P. tJ Subbasin�Akt-k0 D3i7r1'-b2 j
Observers) kM4 Type of Study: ❑ Fish rPROenthos ❑ Basinwide ❑Special Study (Describe)
Latitude .1 Longitude- 30.6
22
2`1 Ecoregion: ❑ MT �`P ❑ Slate Belt 13 Triassic Basin
Water Quality: Temperature '� n °C DO+), 10 mg/I Conductivity (corr.);G'1 �V uS/cm pH V,`2$
Physical Characterization. Visible land use refers to immediate area that you can see from sampling location - include what
you estimate driving thru the watershed in watershed land use.
Visible Land Use: �__%Forest %Residential _!a0 %Active Pasture % Active Crops
%Fallow Fields % Commercial %industrial %Other - Describe:
Watershed land use: AWorestt&griculture ❑Urban ❑ Animal operations upstream
Width: (meters) Stream . kfl Channel (at top of bank) Stream Depth: (m) Avg Q.0 5 Max 0, t O
Width variable ❑ Large river >25m wide
Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m)
Bank Angle: 0!�- ° or [INA (Vertical is 900, horizontal is 00. Angles > 90° indicate slope is towards mid -channel, < 900
indicate slope is away from channel. NA if bank is too low for bank angle to matter.)
❑ Channelized Ditch
TOeeply incised -steep, straight banks ❑Both banks undercut at bend ❑Channel filled in with sediment
Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock
❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell
Manmade Stabilization: ON ❑Y: ❑Rip -rap, cement. gabions ❑ Sediment/grade-control structure ❑Berm/levee
Flow conditions : ❑High 04 formal ❑Low
Turbidity: ❑Clear PSlightly Turbid ❑Turbid ❑Tannic ❑Milky ❑Colored (from dyes)
Good potential for Wetlands Restoration Project?? ❑ YES ONO Details
Channel Flow Status
Useful especially under abnormal or low flow conditions.
A. Water reaches base of both lower banks, minimal channel substrate exposed ............................ ❑
Water fills X75% of available channel, or X25% of channel substrate is exposed ........................ ❑
Water fills 25-75% of available channel many logs/snags exposed ::. ....:..:::::::.......................::: ❑
Root mats out of water.. .................................................................. ❑
E. Very little water in channel, mostly present as standing pools ..................................................... ❑
Weather Conditions: '!:�Photos: ❑N ❑Y ❑ Digital 035mm
Remarks:
42

11, Channel Modification Score
A. channel natural, frequent bends........................................................................................................ 5
B. channel natural, infrequent bends (channelization could be old) ...................................................... 4
some channelization present ........................................ ...
................................................................
D more extensive channelization, X40% of stream disrupted.,..... ........................................................ 2
no bends, completely channelized or rip rapped or gabioned, etc .....................................................
❑ Evidence of dredging ❑Evidence of desnagging=no large woody debris in stream ❑Banks of uniform shape/height
Remarks Subtotal
11. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If X70% of the
reach is rocks, I type is present, circle the score of 17. Definition. leafpacks consist of older leaves that are packed together and have
begun to decay (not piles of leaves in pool areas). Mark as Rare, Common. or Abundant.
pl— Rocks Macrophytes _Z$ticks and leafpacks Snags and logs Undercut banks or root mats
AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER
III:. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks.
A. substrate with good mix of gravel, cobble and boulders
X70%
40-70%
20-40%
40%
12
Score
Score
Score
Score
4 or 5 types present .................
20
16
12
8
3 types present .........................
14
15
11
7
2 types present .........................
18
(f4�_
10
6
1 type present ...........................
17
13
9
5
No types present .......................
IJ
0
4. substrate nearly all silt/ clay...................................................................................................
-
Subtotal
No woody vegetation in riparian zone Remarks
1%'. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams, or side eddies.
III:. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for "mud line" or difficulty extracting rocks.
A. substrate with good mix of gravel, cobble and boulders
Scare
1. embeddedness X20% (very little sand, usually only behind large boulders) .........................
15
2. embeddedness 20-40%..........................................................................................................
12
3. embeddedness 40-80%..........................................................................................................
8
4, embeddedness>80%.............................................................................................................
3
B. substrate gravel and cobble
1. embeddedness X20%............................................................................................................
14
2, embeddedness 20-40%.........................................................................................----------......
11
3. embeddedness 40-80%........................................................................................................
6
4. embeddedness >80%._.. .....................................................................................................
2
C. substrate mostly gravel
1. embeddedness<50%............................................................................................................
8
01 2. embeddedness X50%............................................................................................................
substrate homogeneous
4
isubstrate nearly all bedrock...................................................................................................
3
substrate nearly all sand...............................................................:..
substrate nearly all detritus..... .................................................... . . ......................................
4. substrate nearly all silt/ clay...................................................................................................
-
Remarks
Subtotal
1%'. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams, or side eddies.
A. Pools present
Scare
1. Pools Frequent (>30°/a of 200m area surveyed)
a, variety of pool sizes.. .... . ............................................................ .............................
10
b. pools about the same size (indicates pools filling in)............................................................
8
2. Pools Infrequent (<30% of the 200m area surveyed)
a. variety of pool sizes...............................................................................................................
6
b. pools about the same size......................................................................................................
S. Pools absent ................................................. y-...................................................................................
Subtotal A
13 Pool bottom boulder-cobble=hard Bottom sand sink as you walk ❑ Silt bottom CI Some vols over wader
depth
p
Remarks 2
Page Total
43

VIII. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain), Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc.
FACE UPSTREAM Lft. Bank Rt, Bank
Dominant vegetation: ❑ Trees ❑ Shrubs'Grasses A Weeds/old field ❑Exotics (kudzu, etc) Score Score
A. Riparian zone intact(no breaks)
1. width > 18 meters.....................................................................................
2. width 12-18 meters...................................................................................
3.. width 6-12 meters.....................................................................................
4. width < 6 meters......................................................................................
B. Riparian zone not intact (breaks)
1. breaks rare
a. width > 18 meters........................................................................
b. width 12-18 meters......................................................................
0 width 6-12 meters.......................................................................
d. width < 6 meters............................................................ _..... -- _
2, breaks common
a. width > 18 meters.........................................................................
b. width 12-15 meters......................................................................
c. width 6-12 meters.......................................................................
d. width < 6 meters.........................................................................
Remarks
❑ Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream.
44
4 4
3_
1 1
3 3
2 2
I I
0 4
Total
Page Total
TOTALSCORE
V. Riffle Habitats
Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent
Score Score
A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... 16 12
B. riffle as wide as stream but riffle length is not 2X stream width .................................... 14 7
C. riffle not as wide as stream and riffle length is not 2X stream width ............................. 10 DT
D. riffles absent................................................................................................................... 0
C
Channel Slope:Aypical for area OSteep=fast flow OLow=tike a coastal stream Subtotal —�
VI. Bank Stability and Vegetation
FACE UPSTREAM Left Bank
Rt. Bank
Score
Score
A. Banks stable
1. little evidence of erosion or bank failure(except outside of bends), little potential for erosion.. 7
7
B. Erosion areas present
1, diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6
6
2 few trees or small trees and shrubs; vegetation appears generally healthy ........................... 5
5
sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. b
6
mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow- 2
2
S. little or no bank vegetation, mass erosion and hank failure evident...........................................0 0
Total
Remarks
Vil. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out
sunlight when the sun is directly overhead. Note shading from mountains, but not use to score this metric.
Score
A. Stream with good canopy with some breaks for light penetration .............................................
10
B. Stream with full canopy - breaks for light penetration absent .....................................................
8
C. Stream with partial canopy - sunlight and shading are essentially equal ....................................
7
Stream with minimal canopy - full sun in all but a few areas .......................................................
r -v
E. No canopy and no shading ..................... :............... ........................................................................
0
Remarks Subtotal
VIII. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain), Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc.
FACE UPSTREAM Lft. Bank Rt, Bank
Dominant vegetation: ❑ Trees ❑ Shrubs'Grasses A Weeds/old field ❑Exotics (kudzu, etc) Score Score
A. Riparian zone intact(no breaks)
1. width > 18 meters.....................................................................................
2. width 12-18 meters...................................................................................
3.. width 6-12 meters.....................................................................................
4. width < 6 meters......................................................................................
B. Riparian zone not intact (breaks)
1. breaks rare
a. width > 18 meters........................................................................
b. width 12-18 meters......................................................................
0 width 6-12 meters.......................................................................
d. width < 6 meters............................................................ _..... -- _
2, breaks common
a. width > 18 meters.........................................................................
b. width 12-15 meters......................................................................
c. width 6-12 meters.......................................................................
d. width < 6 meters.........................................................................
Remarks
❑ Disclaimer -form filled out, but score doesn't match subjective opinion -atypical stream.
44
4 4
3_
1 1
3 3
2 2
I I
0 4
Total
Page Total
TOTALSCORE

Supplement for Habitat Assessment Field Data Sheet
Diagram to determine bank angle:
Lo*-�j I \X -A 1-4
I
90° 45°
Site Sketch:
Other comments:
-U►pica] Stream Cross-sa:ction
Extreme Etigh Hater
'• /II� _ Normar Iligh Water ,
Normal Flom
135°
t'pper Srnk —Y'
,.%xr
Bank
Strewn ►► idtlt
This side is 450 bank angle.
45

3/06 Revision 6
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams
Biological Assessment Unit, DWQ OTAL SCORE
Directions for use: The observer is to survey a minimum of 100 meters with 200 meters preferred of stream. preferably in an
upstream direction starting above the bridge pool and the road right-of-way. The segment which is assessed should represent
average stream conditions. To perform a proper habitat evaluation the observer needs to get into the stream. To complete the form.
select the description which best fits the observed habitats and then circle the score. if the observed habitat falls in between two
descriptions, select an intermediate score. A final habitat score is determined by adding a results from the different metrics.
Stream V I - A 21U- Location/mad; 1y �_ (Road Name"A6F ftLC- }County A oar,-��41 t A
t — 1 ti ` W-OAD I hr �)k
Date 6 CC# Basin .� . Subbasin jnit't-1 Ca �-5?-0 2
Observers) L � ' Type of Study: ❑ Fish ❑Benthos ❑ Basinwide ❑Special Study (Describe)
Latitude Longitude Ecoregion: ❑ MT C�❑ Slate Belt ❑ Triassic Basin
Water Quality: Temperature°C DO 0,03--mg/I Conductivity (torr.)'S6,4 µS/cm pH S .9
Physical Characterization: Visible land use refers to immediate area that you can see from sampling location - include what
you estimate driving thru the watershed in watershed land use.
Visible Land Use: %Forest I ,J -D %Residential %Active Pasture % Active Crops
%Fallow Fields % Commercial %industrial %Other - Describe:
Watershed land use : #orest ❑Agriculture ❑Urban ❑ Animal operations upstream
Width: (meters) Stream_ Channel (at top of bank) r Stream Depth: (m) Avg 0_�+Iax Ji i 0
❑ Width variable 0 Large river j25m wide
Bank Height (from deepest part of riffle to top of bank -first flat surface you stand on): (m) 3
Bank Angle; or PA (Vertical is 90°, horizontal is 00. Angles > 90° indicate slope is towards mid -channel, < 90"
indicate slope is away from channel. NA if bank is too low for bank angle to matter.)
❑ Channelized Ditch
❑Deeply incised -steep, straight banks ❑Both banks undercut at bend ❑Channel filled in with sediment
❑ Recent overbank deposits ❑Bar development ❑Buried structures ❑Exposed bedrock
❑ Excessive periphyton growth ❑ Heavy filamentous algae growth ❑Green tinge ❑ Sewage smell
Manmade Stabilization: ON ❑Y: ❑Rip -rap, cement, gabions ❑ Sediment/grade-control structure ❑Berm/levee
Flow conditions: ❑High 6Iormal ❑Low
Turbidity: 00ear ❑ Slightly Turbid ❑Turbid ❑Tannic ❑Milky ❑Colored (from dyes)
Good potential for Wetlands Restoration Project?? ❑ YES ❑IVO Details
Channel Flow Status
Useful especially under abnormal or low flow conditions.
A. Water reaches base of both lower banks, minimal channel substrate exposed ............................ ❑
Water fills X75% of available channel, or X25% of channel substrate is exposed ........................ ❑
. Water f IIs 25-75% of available channel, many logs/snags exposed ............................................. ❑
D. Root mats out of water.............................................................................................•..................... ❑
E. Very little water in channel, mostly present as standing pools ..................................................... ❑
Weather Conditions: to -)Y Photos: ON ❑l' ❑ Digital 035mm
Remarks:
42

MTN
UT - R-e-�
I. Channeliian................................................. �go
A.
A. channel
..
el natural, frequent bends ...............................................
B. channel natural, infrequent bends (channelization could be old) ......................................................
C. some channelization present.............................................................................................................. 3
D. more extensive channelization. X40% of stream disrupted............................................................... 2
E. no bends, completely channelized or rip rapped orgabioned, etc ..................................................... 0
❑ Evidence of dredging []Evidence of desnagging=no large woody debris in stream ❑Banks of uniform shape/height
Remarks Subtota
Ili. Instream Habitat: Consider the percentage of the reach that is favorable for benthos colonization or fish cover. If X70% of the
reach is rocks, 1 type is present, circle the score of 17. Definition: leafpacks consist of older leaves that are packed together and have
begun to decay (not piles of leaves in pool areas). Mark as Rare. Common. or Abundant.
`� Rocks Macrophytes V Sticks and learpacks Snags and logs Undercut banks or root mats
AMOUNT OF REACH FAVORABLE FOR COLONIZATION OR COVER
IIi. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for"mud line" or difficulty extracting rocks.
A. substrate with good mix of gravel, cobble and boulders
X70%
40-70%
20-40%
<20%
12
Score
Score
Score
Score
4 or 5 types present .................
20
16
12
8
3 types present .........................
19
Is
1 L
7
2 types present .........................
18
14
8
6
1 type present ...........................
17
13
9
5
No types present .......................
0
3. substrate nearly all detritus....................................................................................................
2
4. substrate nearly all silt/ clay...................................................................................................
❑ No woody vegetation in riparian zone Remarks
Remarks
Subtotal
Subtotal
IIi. Bottom Substrate (silt, sand, detritus, gravel, cobble, boulder) Look at entire reach for substrate scoring, but only look at
riffle for embeddedness, and use rocks from all parts of riffle -look for"mud line" or difficulty extracting rocks.
A. substrate with good mix of gravel, cobble and boulders
Score
1. embeddedness <20% (very little sand, usually only behind large boulders) .........................
15
2. embeddedness 20-40%..........................................................................................................
12
.3. embeddedness 40-80%..........................................................................................................
8
4. embeddedness>80%.••..........................................................................................................
3
IL substrate gravel and cobble
1. embeddedness<20%............................................................................................................
14
2. embeddedness 20-40%.........................................................................................................
U'
3. embeddedness 40-80%:.......................................................................................................
6
4. embeddedness X80%............................................................................................................
2
C. substrate mostly gravel
1. embeddedness X50%............................................................................................................
8
2. embeddedness X50%............................................................................................................
4
D. substrate homogeneous
1. substrate nearly all bedrock ..................................
2. substrate nearly all sand........................................................................................................
3
3. substrate nearly all detritus....................................................................................................
2
4. substrate nearly all silt/ clay...................................................................................................
Remarks
Subtotal
IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams, or side eddies.
A. Pools present Score
1. Pools Frequent (>30% of 200m area surveyed)
a, variety of pool sizes...............................................................................................................
b. pools about the same size (indicates pools filling in)............................................................ 8
2. Pools Infrequent (<30% of the 200m area surveyed)
a. variety of pool sizes............................................................................................................... 6
b, pools about the same size...................................................................................................... 4
B. Pools absent ... __................................................................................................................................. 0 ( U
Subtotal
❑ Pool bottom boulder-cobble=hard k Bottom sandy -sink as you walk ❑ Silt bottom 0 Some pools over wader depth /
Remarks 5p
Page Total_
43

UT -
V. Riffle Habitats
Definition: Riffle is area of reaeration -can be debris dam, or narrow channel area. Riffles Frequent Riffles Infrequent
Score Score
A, well defined riffle and run, riffle as wide as stream and extends 2X width of stream.... I6 12
S. riffle as wide as stream but riffle length is not 2X stream width .................................... ( 7
C. riffle not as wide as stream and riffle length is not 2X stream width ............................. 3
D. riffles absent ................. ......... ......................................................................................... 0
Channel Slope: ❑Typical for area ❑Steep=fast flow ❑Low—like a coastal stream Subtotal
VI. Bank Stability and Vegetation
FACE UPSTREAM Left Bank Rt. Sank
Score Score
A. Banks stable
I. little evidence of erosion or bank fa.ilure(except outside of bends), little potential for erosion:. 7)
B. Erosion areas present J '
I. diverse trees, shrubs, grass; plants healthy with good root systems ..................................... 6 6
2. few trees or small trees and shrubs; vegetation appears generally healthy ........................... 5 5
3. sparse mixed vegetation; plant types and conditions suggest poorer soil binding ................. 3 3
4. mostly grasses, few if any trees and shrubs, high erosion and failure potential at high flow.. 2 2
5. little or no bank vegetation, mass erosion and bank failure evident...........................................0 4 L{
Total `
Remarks
VII. Light Penetration Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block out
sunlight when the sun is directly overhead. Note shading from mountains, but not use to score this metric.
Stream with good canopy with some breaks for light penetration .............................................
Stream with full canopy - breaks for light penetration absent ... .... ................ ........... I..................
Stream with partial canopy - sunlight and shading are essentially equal ....................................
D. Stream with minimal canopy - full sun in all but a few areas .......................................................
E. No canopy and no shading...........................................................................................................
Remarks
Score
9
2
0
Subtotal
Vlll. Riparian Vegetative Zone Width
Definition: Riparian zone for this form is area of natural vegetation adjacent to stream (can go beyond floodplain), Definition: A
break in the riparian zone is any place on the stream banks which allows sediment or pollutants to directly enter the stream, such as
paths down to stream, storm drains, uprooted trees, otter slides, etc.
FACE UPSTREAM Lft. Bank Rt. Sank
Dominant vegetation: PyTrees ffshrubs O Grasses ❑ Weeds/old field ❑Exotics (kudzu, etc) Score Score
A. Riparian zone i6tact (no breaks)
1. width > 18 meters.....................................................................................
2, width 12-18 meters................................................................................... 4
3. width 6-12 meters..................................................................................... 3 3
4. width < 6 meters ..............................•..................................................... 2 2
B. Riparian zone not intact (breaks)
1. breaks rare
a, width > 18 meters.........................................................................
b. width 12-18 meters ...................................... .. ........................ .......
c. width 6-12 meters.......................................................................
d. width < 6 meters.. .......................................................................
breaks common
a. width > 18 meters.........................................................................
b. width 12-18 meters......................................................................
c. width 6-12 meters.......................................................................
d, width < 6 meters.........................................................................
Remarks
❑ Disclaimer -form filled out. but score doesn't match subjective opinion -atypical stream.
44
4
3
2
I.
Total 0 ( J
Page Total
TOTAL SCORE

Supplement for Habitat Assessment Field Data Sheet
Diagram to determine bank angle:
Lo�.�j
—
901, 45°
T) picaI Stream Crjss-s_ ction
Eiareme IIigh Nater
Narmal Ili&h Water T
Normal Flow
Stream Width
Site Sketch:
Other
45
Loner
Bank
1
1350
This side is 451 bank angle.

Appendix F
As -built Plan Sheets
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

O
i
S
di
ED
a
T
m�
CDT.
N�L
CO
L
X00]•'
VICINITY MAP
Not to Scale
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
A S -B UIL T PLAITS
BRUSHY MOUNTAIN SITE
LOCATION: YADKIN COUNTY, NORTH CAROLINA
O
0
O
'~ TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
GRAPHIC SCALES
50 25 0 50 1001
PLANS
50 25 0 50 1001
PROFILE (HORIZONTAL)
10 5 0 10 5
PROFILE (VERTICAL)
PROPOSED LENGTH OF UT 1=2603 IF
PROPOSED LENGTH OF UT 2=484 IF
PROPOSED LENGTH OF UT 1A =252 IF
PROPOSED LENGTH OF UT 3 =1281 IF
PROPOSED LENGTH OF UT 113 =243 IF
PROPOSED LENGTH OF UT4=874 IF
I
TOTAL STREAM LENGTH = 5731 LF
RESTORATION LEVEL STREAM (linearfootage)
RIPARIAN WETLAND (acreage) NONRIPARIAN WETLAND (acreage)
RESTORATION 4740
4.400 0.000
ENHANCEMENT I 108
1.300 0.000
ENHANCEMENT II 552
0.000
PRESERVATION 212
0.000
TOTALS 5612
0.000
MITIGATION UNITS 5054SMUs
5.7 RIPARIAN WMUs NONRIPARIAN WMUs
STATE
&TATE PROa3CI REFER - NQ
9aEET
NO.
_
Se88T&
N.C.
BRUSHY MTN SITE
I
INDEX OF SHEETS
SHEET NUMBER SHEET
01 Title Sheet
01A Symbology
04 THRU 17 Plan and Profile Sheets
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material
sites, underground utilities or any other features above, or below ground other than those shown.
However, no visible evidence of cemeteries or utilities, aboveground or otherwise, was observed by
the undersigned (other than those shown).
I certify that the survey is of an existing parcel or parcels of land or one or more existing easements
and does not create a new street or change an existing street.
I JOHN A. RUDOLPH , certify that this plat was prepared under my supervision from an actual field
survey made under my supervision, of as -built conditions.
That the boundaries not surveyed are clearly indicated as such and were plotted from information as
referenced hereon; That the ratio of precision as calculated was 1:7,500+ and that the
global navigational satellite system (GNSS) was used to perform this survey and the following
information was used:
Class of Survey: CLASS B (HORIZONTAL) CLASS B (VERTICAL)
Positional Accuracy: 0.12 feet (HORIZONTAL)
Type of GPS field procedure: RTK
Dales of survey: April & May 2019
Datum/Epoch: NAD 1983(2011)
Published/Fixed Control Use: OPUS
Geoid Model: 20126 CONUS
Combined Grid Factor: 0.99990680 GROUND TO GRID
Units: US SURVEY FEET
That this plat meets the requirements of the standards of practice for land surveying in North
Carolina. Witness my hand and seal this XX day of XXXX 2019
SEAL OR STAMP
"PRELIMINARY PLAT"
NOT FOR RECORDATION,
CONVEYANCES OR SALES
L-4194
Professional Land Surveyor License Number
LIMITS OF CONSTRUCTION:
11.2 ACRES
- _t_� ­� -J
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Designed By: Prepared in the Office of:
Axiom Environmental SUNGATE DESIGN GROUP, P.A.
218 Snow Ave
905 JONES FRANKLIN ROAD
Raleigh, NC 27603 . RALEIGH, NORTH CAROLINA 27001
-2243
859
GRANT LEWIS ���ii�M ENG(FIRMBLICENSE NO. C-890
Axiom Envimnmemal, Inc. PROJECT DESIGNER
Restoration Systems
1101 Haynes St.
Suite 211 JOSHUA G. DALTON, P.E.
Raleigh, NC 27604 PROJECT ENGINEER
WORTH CREECH
SITE CONSTRUCTION MANAGER

BOUNDARIES AND PROPERTY.-
State Line — -
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin O
Computed Property Corner
Property Monument El
Parcel/Sequence Number 1z3
Existing Fence Line —x x x -
Proposed Woven Wire Fence a
Proposed Chain Link Fence E
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -wLe- - - -
Proposed Wetland Boundary °
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary °
Existing Historic Property Boundary
I:///1117A�1///�T�A�/IZ/3rI':/A►:�IJ��/�
Gas Pump Vent or U/G Tank Cap
O
New Permanent Easement Pin and Cap
O
Sign
m
w
Well
Small Mine
R
Foundation
Area Outline
0
Cemetery
New Right of Way Line with
Building
Concrete or Granite RM/ Marker
School
New Control of Access Line with
Church
Concrete C/A Marker
Dam
Existing Control of Access
HYDROLOGY.•
New Control of Access
Stream or Body of Water
Existing Easement Line -
—E
Hydro, Pool or Reservoir
E
Jurisdictional Stream
is
Buffer Zone 1
BZ ,
Buffer Zone 2
BZ 2 -
Flow Arrow
PUE
Disappearing Stream
TUE
New Aerial Utility Easement
Spring
el -
Wetland
Proposed Lateral, Tail, Head Ditch
RIGHT OF WAY & PROJECT CONTROL.
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
Primary Horiz and Vert Control Point
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
Exist Permanent Easment Pin and Cap
\>
New Permanent Easement Pin and Cap
O
Vertical Benchmark
m
Existing Right of Way Marker
0
Existing Right of Way Line
Proposed Guardrail
New Right of Way Line
New Right of Way Line with Pin and Cap
n I °
Proposed Cable Guiderail
New Right of Way Line with
R
Concrete or Granite RM/ Marker
Pavement Removal
New Control of Access Line with
VEGETATION.-
Concrete C/A Marker
Single Tree
Existing Control of Access
n,
New Control of Access
Hedge
Existing Easement Line -
—E
New Conservation Easement
E
New Temporary Drainage Easement
TDE
New Permanent Drainage Easement
PDE
New Permanent Drainage /Utility Easement
DUE
New Permanent Utility Easement
PUE
New Temporary Utility Easement
TUE
New Aerial Utility Easement
AUE
ROADS AND RELATED FEATURES.
Existing Edge of Pavement
Existing Curb -
Proposed Slope Stakes Cut
- - C - -
Proposed Slope Stakes Fill
- - F - -
Proposed Curb Ramp
cR
Existing Metal Guardrail
Proposed Guardrail
T T T T
Existing Cable Guiderail
n I °
Proposed Cable Guiderail
° n u °
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
fl fl fl 4
Vineyard
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert CONC
Bridge Wing Wall, Head Wall and End Wall - CONI -
MINOR:
Head and End Wall CONC Hw
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES -
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
TELEPHONE:
Existing Telephone Pole -
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
Above Ground Water Line
GAS:
Gas Valve
Gas Meter
WG Gas Line LOS B (S.U.E.*)
WG Gas Line LOS C (S.U.E.*)
WG Gas Line LOS D (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SHEET NAME SHEET NUMBER
SYMBOLOGY 0/A
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN DATE: 2019
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
—< TEL I 859-2243
ENGFIRLICENSE NO. C-890
❑ CB Aziom Environmental, Inc.
SS Forced Main Line LOS B (S.U.E.*)-
SS Forced Main Line LOS C (S.U.E.*) -
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
1 Utility Pole •
b Utility Pole with Base
4- Utility Located Object n
Utility Traffic Signal Box
© Utility Unknown U/G Line LOS B (S.U.E.*) 1°TL
® U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. (gist)
A/G Tank; Water, Gas, Oil
~� Geoenvironmental Boring
- - - - - - U/G Test Hole LOS A (S.U.E.*)
- - -` Abandoned According to Utility Records AATUR
End of Information E.O.I.
AS-BUILT-
Stream
SBUILT.•Stream Gauge O
Groundwater Gauge # •
O
CD
1
Benthic & Water Quality Station zn�
--- -- - - -
Origin Point on CVS Plots V;7
A/G A.t- CVS Plots #
Cross Section XS -10R
Adjusted Stream Structure
A/G G— Not Constructed
Riffle Rip Rap�o�000o°oa
O o0g�o0g�o0g�o0g�oC
O Adjusted Easement E
ss
A/G Sanitary Sewer

m
a
l/N���
\ v \ 5 _//w/ I� l
111,v1
----- -S-T�+A8 T Bi - / /ice Atm HLLA
/tib l / �i� -�\ \V� \\ ����V� �;���-124
j1 -T1 3,�'Pi�1 MCQi�I%
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As -built -UT 1B--UT1-STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
893,764.39
1,461,153.09
1198.64
1198.78
LOG CROSS VANE
893,753.68
1,461,144.41
1197.41
1197.26
LOG CROSS VANE
893,751.13
1,461,139.52
1196.86
LOG CROSS VANE
893,737.20
1,461,121.09
1195.01
LOG CROSS VANE
893,731.84
1,461,117.44
1194.36
LOG CROSS VANE
893,670.75
1,461,110.35
1191.84
1190.61
LOG CROSS VANE
893,602.21
1,461,092.01
1190.25
1187.01
LOG CROSS VANE
893,578.06
1,461,071.29
1186.56
1184.96
LOG CROSS VANE 1
893,548.29 1
1,461,064.53
1183.45
C
EXST GROUND
AT PROP THALWEG
+50
01
LOG CROSS
-6 OG
\ �\ \Cf�OS& ANE \
—HANCEM Ih\
�BZT�6116�1
2+70- Z1 zi =�
CD
-UT1 B- BEGIN
STA 2+08 -UT1 B-
ELEV=1200.30
MENNENii- PROP THALWEG iiiiiiiiiiiii:�
SHEET NAME SHEET NUMBER
AS -BUILT STRUCTURES 4
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
-UT1B- END ENHANCEMENT II
Axiom Environmental, Inc.
-UT1- START ENHANCEMENT II
STA 2+79 -UT1 B-
ELEV= 1194.06 +
PROP THALWEG
03 +50 04
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANIIUN ROAD
. RALEIGH, NORTH CAROLINA 27606
l TEL[phone]
ENG FIRM LICENSE NO. C-890
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
i00000000■
ilololololololo■lo
in n■Ilullulluullullu
in n■Ilullulluullullu
+50 05

As -Built -UT 1- STRUCTURE LOCATIONS
:y"- -
STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
893,497.54
1,461,043.23
1180.02
1180.52
LOG CROSS VANE
893,477.47
1,461,036.58
1178.60
1179.50
LOG CROSS VANE
893,438.85
1,461,041.19
1176.05
1176.81
LOG VANE
893,153.07
1,460,968.22
1161.33
J
/
C)
C
SHEET NAME SHEET NUMBER
AS -BUILT STRUCTURES 5
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone]
\\\\\` \ 12o / —1 i NG FIRM LICENSE NO. C-890
1161.93 I 04 _ _ = i _ % i 1 j — — �A Axiom Environmental, Inc.
=1� 1202— — — 120C197 ;11Rg� -1196CHARL
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FAL f�CIE�CHAf1 F11� 4 11 -1192 _ =118 7 = —
—=1191__ 1196
AMFN = —1189__ 118 17 \�11_ _}
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_ r� — ARFXi 1185— 118 184- _21181
117
�Q1g4 J = -_-118 _--8�� �_�=117111�_=
— 182_ — -- 1 J_ —11�_ - —
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DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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AS -BUILT STRUCTURES 6
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANIIUN ROAD
. RALEIGH, NORTH CAROLINA 27606
TEL [phone]
ENG FIRM LICENSE NO. C-890
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STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
892,585.88
1,460,888.32
1138.42
1139.18
LOGVANE
892,471.24
1,460,897.63
1135.86
1136.46
LOG CROSS VANE
1 892,251.41
1 1,460,959.43
1 1131.33
1 1131.85
As -built -UT 2- STRUCTURE LOCATIONS
.............................................................................................................................II.G
................................................................................................................................
Design AB Survey
NORTHING
EASTING Channel Channel
STR. TYPE
Elevation Elevation
LOG CROSS VANE 892,612.60
1,460,836.70 1139.56 1140.27
SHEET NAME SHEET NUMBER
AS -BUILT STRUCTURES 7
PRO.IECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
OiRALEIG,N RTHIC ROAD
l RALEIGH, NORTH CAROLINA 27606
�� ENGIFIR. CENSE NO. C-890
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As -built -UT 3- STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
892,120.85
1,461,087.50
1131.13
1131.78
LOGCROSSVANE
892,108.02
1,461,077.32
1130.59
1131.30
LOG CROSS VANE 1
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1,460,170.22
1129.94
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1,461,060.24
1129.37
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3
As -built -UT 1 -STRUCTURE LOCATIONS
STR. TYPE NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
ROCKCROSSVANE 892,176.67
1,460,995.50
1129.84
LOG CROSS VANE 891,915.59
1,461,096.23
FILL E)Xal INS
1126.46
71CHANNE,L
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1 1124.53
Z-
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STR. TYPE NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
ROCKCROSSVANE 892,176.67
1,460,995.50
1129.84
LOG CROSS VANE 891,915.59
1,461,096.23
1125.77
1126.46
ROCK CROSS VANE 1 891,822.85
1 1,461,107.98 1
1123.95
1 1124.53
SHEET NAME
SHEET NUMBER
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
90S JONES FRANKLIN ROAD
. RALEIGH, NORTH CAROLINA 27606
l TEL[phone]
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
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As -built
-UT 1 -STRUCTURE
LOCATIONS
STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
ROCK VANE
891,734.64
1,461,122.21
1122.25
1122.86
DROP STRUCTURE
891,461.01
1,461,170.95
1117.62
1117.68
DROP STRUCTURE
1 891,405.08
1 1,461,179.76
1 1115.15
1 1116.32
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AS -BUILT STRUCTURES 9
113 — \ y \ — \ PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
- \ COUNTY: YADKIN DATE: 20/8
-
1135- , _ - _ _ _ _ _ X14 SUNGATE DESIGN GROUP, P.A.
1 \ \1134 \ _ --_ _ `— — \ -
\ — \ RA JONES FRTH CA OLIN
— — \ \ RALEIGH, NORTH CAROLINA 27606
TEL — 113I 1132 3 \ `— \ ' \ • v,��� ENG tFIRMBLCENSE NO. C-BBO
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PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN DATE: 20/8
SUNGATE DESIGN GROUP, P.A.
RALEIGH, NORTH CAROLINA 27606
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ENG FIRM LICENSE NO. C-690
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STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
892,882.30
1,460,751.92
1149.24
1150.13
LOG CROSS VANE
892,825.80
1,460,765.89
1146.66
1147.30
LOG CROSS VANE
892,693.35
1,460,840.36
1141.94
1142.64
LOG CROSS VANE
892,663.18
1,460,834.27
1141.01
1142.05
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PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
905 JONES FRANKLIN RO D
COUNTY: YADKIN I DATE: 2018
\ SUNGATE DESIGN GROUP, P.A.
RALEIGH, NORTH CAROLINA 27606
TEL[phone]
i ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
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STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
SILL STEP
893,033.12
1,461,658.23
1217.92
1228.46
LOGCROSSVANE
893,016.91
1,461,637.44
1216.04
1222.62
ROCKCROSSVANE
892,850.87
1,461,514.24
1200.19
TOP CASCADE
892,821.89
1,461,496.79
1196.81
1196.66
BOTTOM CASCADE
892,818.09
1,461,494.30
1194.68
1196.15
ARMOR RIFFLE
892,814.92
1,461,492.02
1193.99
1195.93
ROCK CROSS VANE
892,781.51
1,461,453.83
1191.16
ROCK STEP POOL
892,776.25
1,461,447.67
1188.55
1188.95
ROCK STEP POOL
892,734.66
1,461,411.38
1182.72
1183.38
TOP CASCADE
892,721.13
1,461,402.31
1180.71
1181.72
SHEET NAME SHEET NUMBER
/AS -BUILT STRUCTURES 12
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
o SU`GATE DESIGN GROUP, P.A.
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ENG FIRM LICENSE NO. C-890
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STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
BOTTOM CASCADE
892,694.85
1,461,383.59
1178.24
1178.29
STEP POOL
892,650.54
1,461,342.14
1172.39
1172.54
STEP POOL
892,609.61
1,461,287.98
1164.97
1165.04
STEP POOL
892,552.23
1,461,256.47
1158.92
1158.32
ROCK CROSS VANE
892,316.74
1,461,166 38
1139.96
1140.36
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PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANIIUN ROAD
. RALEIGH, NORTH CAROLINA 27606
l TEL[phone]
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
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AS -BUILT STRUCTURES 14
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANIIUN ROAD
. RALEIGH, NORTH CAROLINA 27606
l TEL[phone]
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
As -built -UT 3- STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
892,267.51
1,461,154.74
1137.87
1138.14
LOGCROSSVANE
892,252.23
1,461,149.30
1137.17
1137.46
LOGCROSSVANE
892,233.84
1,461,144.71
1136.32
1136.51
LOGCROSSVANE
892,217.75
1,461,138.05
1135.65
1135.87
LOGCROSSVANE
892,202.81
1,461,130.89
1134.92
1135.28
LOGCROSSVANE
892,188.18
1,461,125.11
1134.20
1134.60
LOGCROSSVANE
892,176.41
1,461,119.27
1133.54
1133.83
LOG CROSS VANE
892,161.68
1,461,110.86
1132.90
1133.08
LOG CROSS VANE
892,147.97
1,461,106.20
1131.68
1132.86
LOG CROSS VANE
892,135.01
1,461,094.51
1 1131.13
1132.29

SHEET NAME
SHEET NUMBER
AS -BUILT STRUCTURES 15
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
/ /COUNTY: YADKIN DATE: 2018
, 6Y
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Q As -built -UT 4- STRUCTURE LOCATIONS
Design AB Survey
NORTHING EASTING Channel Channel
STR. TYPE Elevation Elevation
LOG CROSS VANE 891,994.93 1,461,637.33 1145.71 1146.12
LOG CROSS VANE 891,988.66 1,461,621.81 1145.01 1145.66
LOG CROSS VANE 891,850.97 1,461,523.46 1140.73 1141.12
LOGCROSSVANE 891,839.10 1,461,468.17 1138.63 1139.09
SILL STEP 891,814.95 1,461,446.87 1137.40 1137.85
............
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As -built -UT 4- STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Design
Channel
Elevation
AB Survey
Channel
Elevation
LOG CROSS VANE
891,782.13
1,461,420.42
1135.78
1136.10
STEP POOL
891,776.15
1,461,358.75
1133.20
1133.61
LOG CROSS VANE
891,774.87
1,461,337.88
1131.80
1132.38
LOG CROSS VANE
891,767.59
1,461,319.99
1131.03
1131.30
LOG CROSS VANE
891,765.24
1,461,307.11
1130.31
1130.81
STEP POOL
891,755.05
1,461,261.43
1127.81
1128.34
LOG CROSS VANE
891,744.61
1,461,249.22
1126.71
1127.23
ROCK SILL STEP
891,735.59
1,461,238.22
1125.81
LOG CROSS VANE
891,720.60
1,461,230.91
1124.70
1125.04
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SHEET NAME
SHEET NUMBER
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN DATE: 2018
SU`GATE DESIGN GROUP, P.A.
F
. RALEIGH, NORTH CAROLINA 27606
l TEL[phone]
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

SHEET NAME I SHEET NUMBER
— AS—BUILT STRUCTURES 1 17
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone]
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
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COUNTY: YADKIN I DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL[phone]
ENG FIRM LICENSE NO. C-890
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DATE:
DOCUMENT NOT CONSIDERED FINAL
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SHEET NAME SHEET NUMBER
— AS -BUILT STRUCTURES 19
PROJECT NAME: BRUSHY MTN STREAM AND WETLAND RESTORATION SITE
COUNTY: YADKIN DATE: 2018
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (9'9) 859-2243
ENG FIRM LICENSE NO. C-890
Axiom Environmental, Inc.
DATE:
DOCUMENT NOT CONSIDERED FINAL
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h U 1(S. 00+00 to 10+00)
ve Profile
5/14/19
Parkinson, Radecki
2019
A'
-bula Survey
Motion Bed Ekvation Water El -
0.0 1116.28 1116.60
51.4 111].00 111].36
75.3 1117.90 111803
117.5 1118.68 1118.85
119.8 111].81 1118.83
126.5 111].80 1118.85
137A 1118.]8 1118.93
158.9 1119.56 1119.]3
163.2 1118.91 1119.86
170.0 1118.99 1119.]9
1]1.51119.]0 1119.05
213.2 1120.14 1120.30
217.2 1119.6] 1120.42
223.6 1119.42 1120.44
225.1 1120.6] 1120.51
251.0 1121.05 1121.03
264.1 1120.99 1121.3]
265.8 1120.65 1121.30
270.5 1120.85 1121.36
2]35 1121.38 1121.55
3084 1121.]8 1122.19
3109 1121.39 1122.21
318.9 1121.30 1122.1]
321 0 1121.92 1122.20
346.2 1122.41 1122.]0
349.4 1122.09 1122.]9
354.5 1122.0] 1122.80
Brushy Mountain, UT 1 (Sta 00+00 to 10+00)
As-boilt
1140
As nee4ed
Avg. W ......face slope
02900
1135
RM Lengt
30
m
Avg. RiBle slope
00180
1130
's
Pool Len th
8
1125
0
Brushy Mountain, UT 1 (Sta 00+00 to 10+00)
As -built Profile 2019
1140
1135
m
1130
's
e
1125
0
a
m
'w
1120
1115
0 100 200 300 400 500 600 700 800 900 1000
Distance feet
"Bed ArWW5/14/19" -"Water Surface Aa-bua[5/14/19"

h U 1 (S. 10+00 to 20+00)
ve Profile
5/14/19
Parkinson, Radecki
2019
A'
-bula Survey
Notion Bed Ekvation Water El -
0.0 1116.28 1116.60
51.4 111].00 111].36
75.3 1117.90 111803
117.5 1118.68 1118.85
119.8 111].81 1118.83
126.5 111].80 1118.85
137A 1118.]8 1118.93
158.9 1119.56 1119.]3
163.2 1118.91 1119.86
170.0 1118.99 1119.]9
1]1.51119.]0 1119.05
213.2 1120.14 1120.30
217.2 1119.6] 1120.42
223.6 1119.42 1120.44
225.1 1120.6] 1120.51
251.0 1121.05 1121.03
264.1 1120.99 1121.3]
265.8 1120.65 1121.30
270.5 1120.85 1121.36
2]35 1121.38 1121.55
3084 1121.]8 1122.19
3109 1121.39 1122.21
318.9 1121.30 1122.1]
321 0 1121.92 1122.20
346.2 1122.41 1122.]0
349.4 1122.09 1122.]9
354.5 1122.0] 1122.80
Brushy Mountain, UT 1 (Sta 10+00 to 20+00)
As-boilt
1170
As nee4ed
Avg. W ......face slope
02900
1165
RM Lengt
30
Avg. Riffle slope
0 0180
Pool Length
8
a
Brushy Mountain, UT 1 (Sta 10+00 to 20+00)
As -built Profile 2019
1170
1165
1160
1155
a
1150
a 1145
W 1140
1135
1130
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000
Distance feet
"Bed ArWW5/14/19" -"Water Surface Ar-bua[5/14/19"

BRUSHY MOUNTAIN ASBUILT PROFILE STATIONS - UT1
5/14/19
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
0.0
1116.28
1116.40
527.5
1125.72
1125.97
971.3
1132.04
1132.65
1345.1
1139.73
1139.90
51.4
1117.06
1117.34
540.5
1125.53
1126.07
977.9
1131.71
1132.60
1347.7
1139.04
1139.90
75.3
1117.90
1118.03
553.9
1124.65
1126.09
986.8
1131.98
1132.62
1356.3
1139.08
1139.93
117.5
1118.68
1118.85
555.3
1126.44
1126.59
991.8
1132.48
1132.72
1358.3
1139.88
1140.07
119.8
1117.81
1118.83
574.7
1126.58
1126.84
1013.7
1133.06
1133.23
1385.5
1140.56
1140.92
126.5
1117.80
1118.85
586.7
1126.33
1126.92
1018.4
1132.76
1133.30
1388.0
1140.09
1140.97
137.4
1118.78
1118.93
591.8
1126.30
1126.88
1024.1
1132.68
1133.26
1397.3
1140.20
1140.96
158.9
1119.56
1119.73
595.5
1126.88
1127.22
1031.8
1132.51
1133.30
1398.2
1140.95
1141.11
163.2
1118.91
1119.84
631.7
1127.40
1127.78
1033.9
1133.04
1133.41
1411.1
1140.73
1141.32
170.0
1118.99
1119.79
674.5
1127.86
1128.25
1048.9
1133.30
1133.68
1425.4
1141.18
1141.57
171.5
1119.70
1119.85
677.5
1127.32
1128.25
1063.0
1133.73
1134.01
1429.1
1140.66
1141.63
213.2
1120.14
1120.38
683.8
1127.41
1128.23
1077.1
1133.88
1134.13
1433.6
1140.98
1141.62
217.2
1119.47
1120.42
686.0
1127.72
1128.27
1093.2
1134.43
1134.59
1438.7
1140.96
1141.61
223.6
1119.42
1120.44
698.2
1128.08
1128.35
1095.3
1134.08
1134.65
1441.1
1141.38
1141.63
225.1
1120.47
1120.51
710.4
1128.08
1128.39
1098.7
1133.93
1134.64
1464.8
1142.00
1142.41
251.0
1121.05
1121.03
713.9
1127.65
1128.41
1100.6
1134.31
1134.76
1488.5
1142.97
1143.25
264.1
1120.99
1121.37
720.2
1127.47
1128.41
1111.5
1134.38
1134.82
1503.2
1143.65
1143.93
265.8
1120.65
1121.38
726.5
1127.48
1128.44
1125.2
1135.01
1135.19
1513.7
1144.19
1144.33
270.5
1120.85
1121.36
735.7
1128.34
1128.48
1128.7
1134.60
1135.27
1519.0
1143.74
1144.37
273.5
1121.38
1121.55
747.1
1128.36
1128.79
1134.4
1134.63
1135.27
1522.2
1143.67
1144.48
308.4
1121.76
1122.19
753.3
1128.17
1128.80
1140.3
1134.73
1135.28
1523.9
1144.59
1144.70
310.9
1121.39
1122.21
766.3
1128.13
1128.83
1159.6
1135.54
1135.73
1545.7
1145.38
1145.68
318.9
1121.30
1122.17
768.6
1128.94
1129.14
1182.3
1136.05
1136.48
1548.7
1145.17
1145.68
321.0
1121.92
1122.20
781.2
1128.90
1129.37
1186.2
1135.80
1136.50
1554.3
1145.14
1145.73
346.2
1122.41
1122.78
792.0
1129.54
1129.60
1191.0
1135.77
1136.49
1558.6
1145.18
1145.74
349.4
1122.09
1122.79
799.0
1129.03
1129.72
1196.5
1135.98
1136.48
1565.4
1146.03
1146.17
354.5
1122.07
1122.80
803.4
1128.87
1129.76
1199.1
1136.19
1585.1
1146.89
1147.10
360.4
1121.99
1122.85
808.3
1129.41
1129.80
1203.8
1136.44
1136.74
1587.4
1146.31
1147.12
363.8
1122.69
1122.93
839.6
1130.23
1130.39
1229.8
1136.95
1137.23
1591.5
1146.65
1147.11
379.3
1122.85
1123.15
843.3
1129.24
1130.41
1232.4
1136.43
1137.22
1592.3
1147.26
1147.29
401.5
1123.24
1123.53
850.7
1129.64
1130.38
1237.7
1136.44
1137.19
1620.0
1148.25
1148.48
403.7
1122.82
1123.55
853.5
1130.12
1130.36
1243.1
1136.56
1137.24
1624.1
1147.76
1148.53
412.9
1122.78
1123.56
867.9
1130.39
1130.69
1245.5
1136.96
1137.33
1626.5
1147.94
1148.51
419.3
1123.22
1123.67
885.7
1130.61
1131.03
1252.2
1137.39
1137.51
1628.2
1148.51
1148.60
445.1
1123.81
1124.23
888.0
1130.40
1131.00
1271.6
1137.17
1137.85
1649.1
1149.44
1149.54
457.8
1123.55
1124.27
896.6
1130.45
1131.04
1277.4
1136.79
1137.86
1651.6
1149.07
1149.62
459.4
1124.55
1124.65
923.1
1131.58
1131.93
1283.0
1137.16
1137.89
1654.9
1149.05
1149.59
475.9
1124.56
1124.90
927.2
1131.01
1131.94
1286.5
1137.52
1137.95
1657.2
1149.26
1149.72
501.5
1125.67
1125.79
937.6
1131.19
1131.94
1302.1
1137.92
1138.34
1672.4
1149.91
1150.20
509.2
1125.06
1125.85
938.9
1131.86
1132.02
1313.4
1138.25
1138.74
1689.4
1150.97
1151.06
514.6
1125.36
1125.86
951.2
1131.92
1132.34
1318.2
1137.79
1138.73
1693.0
1150.48
1151.13
516.0
1125.75
1125.83
967.6
1132.25
1132.58
1319.3
1139.12
1139.21
1703.5
1150.91
1151.39

BRUSHY MOUNTAIN ASBUILT PROFILE STATIONS - UT1
5/14/19
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
1708.1
1151.70
1151.91
2048.7
1164.36
1165.13
2426.9
1183.18
1183.37
1723.1
1152.06
1152.35
2053.3
1164.61
1165.19
2447.9
1184.92
1184.86
1725.6
1151.92
1152.37
2056.5
1164.94
1165.29
2450.3
1184.22
1184.84
1732.4
1151.85
1152.37
2081.3
1166.11
1166.36
2458.0
1184.33
1184.92
1736.4
1152.49
1152.65
2094.8
1166.82
1167.05
2459.3
1184.89
1184.94
1756.8
1153.87
1154.02
2097.5
1166.60
1167.08
2476.6
1186.17
1186.19
1758.3
1153.44
1154.06
2098.6
1167.24
1167.25
2485.6
1186.42
1186.52
1767.7
1153.53
1154.11
2124.4
1168.12
1168.35
2488.1
1185.34
1186.45
1775.9
1153.54
1154.16
2131.7
1168.27
1168.51
2492.05
1185.83
1186.53
1779.9
1154.48
1154.52
2148.6
1169.17
1169.57
2493.40
1186.85
1186.90
1787.4
1154.88
1155.01
2167.3
1169.73
1170.06
2521.54
1188.45
1188.70
1789.4
1154.53
1155.04
2187.2
1171.06
1171.36
2551.70
1189.78
1190.15
1796.0
1154.61
1155.20
2189.6
1170.60
1171.35
2556.94
1189.19
1190.21
1805.6
1154.98
1155.34
2194.9
1170.87
1171.42
2563.90
1189.50
1190.29
1809.5
1155.86
1155.89
2200.8
1170.74
1171.41
2569.13
1189.66
1190.31
1824.8
1156.09
1156.41
2202.7
1171.13
1171.49
2569.88
1190.47
1190.65
1837.4
1156.48
1156.92
2233.8
1172.82
1173.06
2581.98
1190.49
1190.95
1850.2
1157.14
1157.48
2259.7
1173.90
1174.29
2586.15
1190.47
1191.01
1852.6
1156.90
1157.45
2261.3
1173.71
1174.29
2593.03
1190.57
1191.01
1856.1
1157.04
1157.39
2265.4
1173.94
1174.38
2596.88
1190.58
1191.01
1863.4
1157.39
1157.77
2285.7
1175.62
1175.95
2599.66
1191.20
1191.27
1884.3
1158.34
1158.75
2290.9
1175.49
1176.02
2604.60
1191.74
1191.77
1903.5
1159.55
1159.70
2300.3
1175.87
1176.35
2606.34
1191.20
1191.88
1906.3
1159.12
1159.77
2306.6
1175.88
1176.42
2609.85
1191.37
1191.81
1911.8
1159.14
1159.71
2307.6
1176.65
1176.75
2613.29
1191.96
1192.28
1914.8
1159.64
1159.94
2320.4
1177.17
1177.39
2619.63
1192.26
1192.40
1944.0
1160.75
1161.13
2337.0
1178.27
1178.70
2621.31
1191.84
1192.40
1948.0
1160.36
1161.17
2340.5
1177.78
1178.69
2624.26
1191.73
1192.34
1954.3
1160.47
1161.21
2346.5
1177.68
1178.67
2628.31
1192.48
1192.68
1963.0
1161.46
1161.67
2347.4
1179.32
1179.40
2639.56
1192.86
1193.10
1984.2
1162.44
1162.79
2360.9
1179.80
1180.02
2645.25
1193.35
1193.73
1987.2
1162.19
1162.80
2362.8
1179.17
1180.04
1992.0
1162.43
1162.90
2368.3
1179.78
1180.08
1995.2
1163.28
1163.45
2369.5
1180.32
1180.54
2008.8
1163.78
1163.81
2383.6
1181.25
1181.38
2009.9
1163.29
1163.83
2385.6
1180.98
1181.50
2019.7
1163.37
1163.90
2391.6
1180.98
1181.46
2027.1
1163.52
1164.05
2395.2
1181.61
1181.94
2029.8
1164.33
1164.33
2420.7
1183.17
1183.26
2046.7
1164.82
1165.11
2423.7
1182.86
1183.35

U 2(S. 00+00 to 06+00)
e Profile
5/14/19
Perkins Radecki
2019
A'
-bollt Survey
folio. Bed Ekvation Wet,, El -
0.0 113].69 113].93
15.4 1138.10 1130.32
20.5 113].56 1130.33
23.0 1138.20 1130.60
35.9 1138.66 1130.80
38.3 1138.26 1130.87
42.6 1138.2] 1130.83
48.7 1138.28 1130.83
63.5 1139.05 1139.39
85.7 1139.]8 1140.09
88.3 1139.28 1140.09
93.9 1139.35 1140.11
94.8 1160.25 1140.32
108.0 1160.38 1140.1
110.7 1139.83 1160.]6
115.8 1160.28 1160.86
120.6 1160.6] 1141.06
134.5 1160.9] 1141.37
135.3 1160.03 1141.38
140.8 1140.52 114145
145.8 114044 114141
14].] 11420] 1142.1]
170.6 1161.9] 1142.69
1]3.0 11419p 114248
1]].6 1161.11 1142.52
Brushy Mountain, UT 2 (Sta 00+00 to 06+00)
M-botlt
1156
M needed
Avg. Wetersortace slope
00302
RM Length
36
1150
Avg. RM "0"
0 0290
1148
a
Pool Len th
8
1146
e 1144
Brushy Mountain, UT 2 (Sta 00+00 to 06+00)
As -built Profile 2019
1156
1154
1152
1150
b
1148
a
1146
e 1144
z
m
i
1142
W
1140
1138
1136
0 100 200 300 400 500 600
Distance (feet)
-"BMA at 5/14/19" -"Water Sorlue Ae both 5/14/19"

BRUSHY MOUNTAIN ASBUILT PROFILE STATIONS - UT2
5/14/19
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
2019
As -built Survey
Station Bed Elevation Water Elevation
2019
As -built Survey
Station Bed Elevation Water Elevation
0.0
1137.69
1137.93
361.7
1147.82
1148.13
15.4
1138.10
1138.32
391.6
1149.12
1149.53
20.5
1137.54
1138.33
398.2
1149.55
1149.58
23.0
1138.20
1138.40
400.3
1148.82
1149.59
35.9
1138.46
1138.80
401.3
1150.07
1150.20
38.3
1138.26
1138.87
415.8
1150.55
1150.86
42.6
1138.27
1138.83
439.4
1151.08
1151.31
48.7
1138.28
1138.83
441.9
1150.64
1151.32
63.5
1139.05
1139.39
445.1
1150.49
1151.31
85.7
1139.78
1140.09
450.9
1150.15
1151.29
88.3
1139.28
1140.09
453.4
1151.01
1151.38
93.9
1139.35
1140.11
477.8
1151.67
1152.07
94.8
1140.25
1140.32
501.8
1153.15
1153.42
108.0
1140.38
1140.77
524.4
1153.50
1153.78
110.7
1139.83
1140.74
530.4
1152.45
1153.79
115.8
1140.28
1140.86
120.6
1140.67
1141.06
134.5
1140.97
1141.37
135.3
1140.03
1141.38
140.8
1140.52
1141.45
145.8
1140.44
1141.41
147.7
1142.07
1142.17
170.6
1141.97
1142.49
173.0
1141.90
1142.48
177.6
1141.11
1142.52
179.0
1142.63
1142.79
200.9
1142.84
1143.29
221.8
1143.73
1143.91
224.3
1143.17
1143.97
228.7
1143.27
1143.97
235.4
1143.20
1143.98
237.9
1144.00
1144.17
253.5
1144.41
1144.62
255.4
1143.78
1144.66
278.4
1144.93
1145.12
281.0
1144.58
1145.10
284.7
1144.74
1145.19
290.6
1144.47
1145.17
294.4
1145.36
1145.58
314.1
1145.91
1146.21
323.9
1146.01
1146.34
342.5
1146.97
1147.30

U 3(S. 00+00 to 06+00)
e Profile
5/14/19
Perkiesoa, Radecki
2019
A'- tSurvey
W.. Bed Elevation Wet,, El -
0.0 1128.60 1120.62
s.0 1128.56 1129.00
8.6 1128.23 1128.99
11.9 1128.2] 1128.97
12.8 1129.69 1129.]0
22.5 1130.18 1130.30
26.3 1129.51 1130.37
28.5 1129.62 1130.3]
32.1 1130.15 1130.69
43.7 1130.95 1131.1]
47.7 1130.6] 1131.16
49.8 1131.06 1131.16
57.9 1131.92 1132.03
61.8 1131.03 1132.05
66.7 1131.08 1132.06
Us 1131.9] 1132.09
74.9 1131.80 1132.31
76.9 1131.69 1132.20
81.9 1131.13 1132.29
829 1132.30 1132.31
.3s 1132.29 1132.]5
984 1132.09 1132.]]
100.9 1131.]3 1132.]5
101 8 1132.85 1132.93
110.fi 1132.88 1133.30
Brushy Mountain, UT 3 (Sta 00+00 to 06+00)
A,-beilt
1170
A, needed
Avg. Water Surface Slope
00863
1165
RM Length
18
1160
Avg.Rim, Slope
0,09 00
Pool Len th
4
Brushy Mountain, UT 3 (Sta 00+00 to 06+00)
As -built Profile 2019
1170
1165
1160
1155
a
w 1150
1145
e
1140
W
1135
1130
1-
1125
0 100 200 300 400 500 600
Distance (feet)
-'Bed A,buat 5/14/19" -"Water Surface A,buat 5/14/19"

U 3(S. 06+00 to 12+50)
e Profile
5/14/19
Pakinsoa, Radecki
2019
A'- tSurvey
W.. Bed Elevation Wet,, El -
0.0 1128.60 1120.62
s.0 1128.56 1129.00
8.6 1128.23 1128.99
11.9 1128.2] 1128.97
12.8 1129.69 1129.]0
22.5 1130.18 1130.30
26.3 1129.51 1130.37
28.5 1129.62 1130.3]
32.1 1130.15 1130.69
43.7 1130.95 1131.1]
47.7 1130.6] 1131.16
49.8 1131.06 1131.16
57.9 1131.92 1132.03
61.8 1131.03 1132.05
66.7 1131.08 1132.06
Us 1131.9] 1132.09
74.9 1131.80 1132.31
76.9 1131.69 1132.20
81.9 1131.13 1132.29
829 1132.30 1132.31
.3s 1132.29 1132.]5
984 1132.09 1132.]]
100.9 1131.]3 1132.]5
101 8 1132.85 1132.93
110.fi 1132.88 1133.30
Brushy Mountain, UT 3 (Sta 06+00 to 12+50)
A, -built
A, needed
Avg. Water Surface Slope
00863
1220
Riffle Length
18
Avg.Rime Slope
00900
a
Pool Len th
4
Brushy Mountain, UT 3 (Sta 06+00 to 12+50)
1240 As -built Profile 2019
1230
1220
t 1210
a
1200
e
t 1190
W
1180
1170
1160
600 700 800 900 1000 1100 1200
Distance (feet)
"BedA baat5/14/19" -"Wafer Surface A bollt5/14/19"

BRUSHY MOUNTAIN ASBUILT PROFILE STATIONS - UT3
5/14/19
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
0.0
1128.40
1128.42
180.9
1136.03
1136.00
401.2
1145.58
606.9
1164.97
6.0
1128.54
1129.00
189.7
1136.41
1136.59
401.6
1146.40
614.3
1164.90
8.4
1128.23
1128.99
191.0
1135.74
1136.56
409.4
1146.68
621.6
1165.53
11.9
1128.27
1128.97
196.4
1135.85
1136.55
415.1
1146.53
626.1
1165.96
12.8
1129.69
1129.70
198.0
1136.60
1136.61
416.5
1146.21
627.9
1167.33
22.5
1130.18
1130.38
209.5
1137.00
1137.31
419.4
1147.30
635.9
1167.38
24.3
1129.51
1130.37
210.8
1136.47
1137.29
421.0
1147.70
637.4
1168.39
28.5
1129.62
1130.37
216.1
1136.70
1137.29
427.3
1148.00
640.6
1167.74
32.1
1130.15
1130.49
217.2
1137.48
1137.58
437.8
1148.96
641.6
1168.60
43.7
1130.95
1131.17
225.7
1137.57
1138.02
443.5
1149.62
651.0
1168.96
47.7
1130.47
1131.16
228.3
1137.34
1138.01
446.4
1149.12
658.1
1169.85
49.8
1131.06
1131.16
230.9
1137.24
1138.05
448.7
1149.95
664.0
1170.79
57.9
1131.92
1132.03
233.4
1138.14
1138.20
454.3
1150.16
666.4
1171.58
61.8
1131.03
1132.05
246.4
1138.38
1138.89
456.3
1149.91
675.1
1171.32
66.7
1131.09
1132.06
248.3
1138.45
1138.88
459.0
1150.01
678.0
1172.47
68.5
1131.97
1132.09
254.0
1138.43
1138.86
461.8
1151.05
686.3
1172.85
74.9
1131.80
1132.31
255.3
1138.99
1139.02
469.5
1151.36
694.3
1174.10
76.9
1131.49
1132.28
263.5
1139.32
1139.58
471.3
1151.18
700.1
1175.02
81.9
1131.13
1132.29
267.3
1139.09
1139.60
474.7
1151.22
708.3
1175.52
82.9
1132.30
1132.31
269.7
1139.07
1139.62
475.4
1152.04
720.6
1177.37
93.9
1132.29
1132.75
272.2
1139.95
1140.16
485.2
1153.29
733.8
1178.06
96.4
1132.09
1132.77
285.9
1140.39
1140.36
497.4
1153.43
738.3
1178.33
100.9
1131.73
1132.75
306.0
1141.53
1141.58
502.8
1153.82
739.1
1177.79
101.6
1132.85
1132.93
308.6
1141.01
1141.58
515.3
1154.68
741.2
1177.92
110.6
1132.88
1133.30
312.1
1141.10
1141.58
523.5
1156.04
744.1
1178.31
112.3
1132.38
1133.29
314.7
1141.12
1141.58
529.7
1156.48
746.5
1178.96
115.6
1132.27
1133.29
316.1
1141.44
1141.53
534.3
1157.41
750.4
1178.41
116.8
1133.10
1133.31
329.0
1141.75
1142.07
538.9
1157.82
753.1
1178.46
126.9
1133.35
1133.77
330.0
1141.38
1142.15
540.3
1158.39
757.3
1180.14
128.4
1132.57
1133.78
330.7
1142.51
1142.53
550.7
1158.74
765.3
1181.24
131.7
1132.88
1133.78
338.4
1142.72
560.1
1160.02
768.3
1180.81
133.8
1133.86
1133.88
348.3
1143.19
562.0
1159.79
772.3
1182.22
141.6
1134.22
1134.59
361.4
1144.08
563.4
1160.72
783.5
1182.95
143.1
1133.55
1134.61
372.7
1144.50
571.8
1161.12
789.5
1183.79
146.7
1133.65
1134.63
375.3
1144.13
575.4
1161.09
804.5
1185.01
148.0
1134.60
1134.63
376.4
1144.87
578.4
1162.13
813.6
1185.87
155.4
1134.77
1135.18
384.7
1144.84
584.2
1162.06
824.2
1186.71
1187.08
157.8
1134.24
1135.20
385.9
1144.46
588.2
1162.56
827.3
1186.66
1187.08
160.9
1134.30
1135.20
387.0
1145.59
592.5
1163.08
830.8
1187.50
1187.86
163.6
1135.38
1135.42
394.0
1145.90
600.1
1163.64
835.9
1188.53
1188.86
173.4
1135.65
1135.96
397.4
1146.03
603.1
1164.19
840.8
1189.17
1189.55
179.2
1135.31
1135.99
399.0
1145.56
606.1
1163.98
842.1
1188.97
1189.45

BRUSHY MOUNTAIN ASBUILT PROFILE STATIONS - UT3
5/14/19
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
2019
As -built Survey
Station Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
843.5
1188.89
1189.37
1192.4
1228.80
1229.34
845.3
1190.00
1190.19
1199.3
1231.41
1231.60
851.8
1191.23
1191.23
1212.8
1233.78
1234.00
857.4
1191.22
1191.45
1216.6
1232.92
1233.95
886.4
1194.01
1194.04
1220.0
1233.23
1233.93
894.7
1194.67
1195.03
1222.5
1233.65
1233.93
896.4
1194.27
1195.05
1228.3
1233.84
1234.05
899.1
1194.68
1195.05
903.4
1196.03
1196.19
920.5
1197.66
1197.71
940.9
1199.45
1199.61
955.6
1200.86
1200.97
964.2
1200.96
1201.36
974.8
1201.72
1202.14
976.6
1201.54
1202.16
978.4
1202.01
1202.33
992.1
1203.22
1203.43
1005.2
1204.22
1204.57
1021.9
1206.27
1206.52
1031.0
1207.53
1207.71
1043.7
1209.09
1209.32
1046.4
1209.00
1209.35
1048.8
1209.52
1209.57
1059.2
1210.62
1210.70
1067.2
1211.46
1211.55
1073.8
1211.83
1089.2
1213.80
1099.0
1214.44
1113.1
1215.58
1121.4
1216.49
1128.7
1217.76
1130.2
1218.15
1133.2
1218.26
1218.61
1141.0
1220.05
1220.25
1151.8
1221.10
1221.23
1157.5
1222.69
1222.74
1167.2
1224.27
1224.41
1169.4
1223.64
1224.45
1176.5
1225.61
1225.60
1184.9
1228.49
1228.48
1185.5
1228.05
1228.58
1189.9
1227.90
1228.59

U 4 (S. 00+00 to 07+00)
e Profile
5/14/19
Perkins Radecki
2019
A'
-b911t Survey
folio. Bed Ekvation Wet,, El -
0.0 1121.05 1121.03
2.8 1121.19 1121.25
19A 1121.60 1121.82
22.1 1120.90 1121.80
28.0 1121.20 1121.8]
30.0 1121.88 1121.95
39.3 1122.08 1122.26
42.9 1121.6] 1122.29
47.6 1121.51 1122.30
49.1 1122.38 1122.43
70.3 1122.93 1123.08
91.8 1126.39 112A.53
93.9 1126.09 112A.50
99.8 1126.01 112A.56
100.9 1126.49 112A.66
105.2 1126.45 112A.]3
107.1 1123.42 112A.]3
113.1 1123.80 112A.]6
114.1 1125.06 1125.10
125.1 112526 1125 ]1
1210 1124.91 112582
1308 1125.31 112581
133.5 1126.32 1126.52
131] 1128.]2 1128.]]
139.4 1125.90 1126.00
Brushy Mountain, UT 4 (Sta 00+00 to 07+00)
As -built
1150
As nee4ed
Avg. Wale.Surface Slope
00372
1145
RM Length
12
1140
Avg. Riffle Slope
00440
t
a
Pool Len th
5
Brushy Mountain, UT 4 (Sta 00+00 to 07+00)
As -built Profile 2019
1150
1145
1140
t
a
1135
1130
e
z
1125
W
1120
1115
0 100 200 300 400 500 600 700
Distance feet
-'BedA aI5/14119" -"Water Sadat. As -baa 5/14/19"

BRUSHY MOUNTAIN ASBUILT PROFILE STATIONS - UT4
5/14/19
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
Station
2019
As -built Survey
Bed Elevation Water Elevation
2019
As -built Survey
Station Bed Elevation Water Elevation
0.0
1121.05
1121.03
216.7
1131.12
1131.23
443.0
1139.05
1139.79
626.5 1144.17 1145.25
2.8
1121.19
1121.25
219.2
1130.02
1131.26
445.5
1139.57
1139.93
642.1 1144.35 1145.29
19.4
1121.40
1121.82
222.6
1129.82
1131.21
454.1
1140.30
1140.43
653.5 1144.40 1145.44
22.1
1120.90
1121.88
223.6
1131.34
1131.51
456.3
1139.39
1140.47
656.2 1144.83 1145.49
26.0
1121.20
1121.87
236.6
1131.72
1131.99
461.3
1139.50
1140.38
665.6 1145.62 1145.70
30.0
1121.89
1121.95
241.9
1132.32
1132.44
464.9
1140.68
1140.75
676.0 1145.76 1146.15
39.3
1122.08
1122.24
254.7
1133.12
1133.24
469.9
1140.65
1140.92
677.5 1145.39 1146.17
42.9
1121.47
1122.29
256.9
1132.30
1133.26
472.2
1139.71
1140.89
681.3 1145.56 1146.16
47.6
1121.51
1122.30
260.5
1132.46
1133.28
474.1
1139.86
1140.91
682.1 1146.15 1146.20
49.1
1122.38
1122.43
263.8
1133.58
1133.71
478.0
1139.65
1140.87
70.3
1122.93
1123.06
276.6
1134.41
1134.49
479.3
1141.03
1141.15
91.8
1124.39
1124.53
277.8
1133.56
1134.49
486.6
1141.36
1141.50
93.9
1124.09
1124.50
280.6
1133.71
1134.48
488.3
1140.54
1141.54
99.8
1124.01
1124.56
282.7
1134.52
1134.57
491.4
1140.76
1141.61
100.9
1124.49
1124.66
292.8
1135.17
1135.24
501.2
1141.72
1141.92
105.2
1124.45
1124.73
300.2
1135.10
1135.46
502.7
1140.60
1141.90
107.1
1123.42
1124.73
311.9
1135.67
1135.88
506.7
1140.77
1141.89
113.1
1123.80
1124.76
315.3
1134.90
1135.86
509.2
1142.05
1142.04
114.1
1125.04
1125.10
319.7
1135.28
1135.89
517.7
1142.03
1142.25
125.1
1125.26
1125.71
322.0
1135.86
1135.96
519.4
1141.43
1142.29
127.0
1124.91
1125.82
328.2
1135.87
1136.10
521.2
1141.26
1142.29
130.8
1125.31
1125.81
330.4
1135.22
1136.10
523.1
1142.06
1142.24
133.5
1126.32
1126.52
334.9
1135.27
1136.11
535.8
1142.54
1142.68
137.7
1126.72
1126.77
336.3
1136.09
1136.18
537.9
1141.69
1142.73
139.4
1125.90
1126.80
346.7
1136.61
1136.79
542.3
1142.01
1142.69
145.0
1125.94
1126.75
348.6
1136.08
1136.82
544.4
1142.69
1142.84
145.9
1127.21
1127.22
351.8
1136.17
1136.82
553.8
1142.72
1142.84
152.4
1127.14
1127.33
356.1
1136.31
1137.08
556.3
1141.86
1142.89
157.2
1128.07
1128.10
375.6
1137.25
1137.74
560.0
1141.75
1142.87
160.7
1127.60
1128.11
378.4
1136.97
1137.71
562.3
1142.79
1142.87
162.7
1128.52
1128.61
381.0
1136.77
1137.71
578.5
1143.42
1143.46
170.9
1128.99
1129.12
382.6
1137.84
1137.92
582.2
1142.52
1143.47
171.5
1128.22
1129.12
392.6
1137.79
1138.21
585.1
1142.63
1143.54
175.1
1128.34
1129.11
395.1
1137.46
1138.26
587.3
1143.30
1143.47
177.5
1129.17
1129.32
397.3
1137.55
1138.28
594.1
1143.62
1143.97
188.9
1129.75
1129.93
398.9
1138.40
1138.36
595.5
1143.29
1144.02
190.1
1129.06
1129.92
408.7
1138.60
1138.92
597.8
1143.19
1143.99
192.5
1129.00
1129.94
412.6
1138.32
1138.93
601.0
1144.06
1144.09
202.6
1130.10
1130.40
418.6
1138.10
1138.90
610.8
1144.13
1144.49
206.2
1129.74
1130.39
419.6
1139.10
1139.19
613.6
1143.48
1144.50
209.0
1129.54
1130.38
436.0
1139.55
1139.74
615.8
1144.40
1144.62
210.0
1130.79
1130.89
439.5
1139.02
1139.69
623.4
1145.01
1145.25

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 1, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
9.0
1123.81
10.2
1123.82
11.2
1123.55
12.3
1123.09
13.4
1123.02
14.8
1122.89
16.3
1122.88
17.7
1122.89
18.9
1122.80
19.9
1123.07
21.0
1123.29
22.0
1123.62
23.9
1123.80
25.9
1123.85
28.2
1123.78
30.2
1123.95
32.0
1123.90
33.4
1124.01
Stream Type C
Brushy Mountian,
UT 1, XS -1, Riffle
1125
--------------
-------------
- --------------------------- - - --
-_1124
- - -
- - - - - - - - - - -
0
7-
W 1123
----•eankru
_ _ _ • Flood Prone Area
MY -00 5/22/19
1122
0
10
20 30 40
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 1, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1124.12
1.6
1123.98
3.7
1124.02
5.4
1123.84
7.3
1123.73
9.0
1123.81
10.2
1123.82
11.2
1123.55
12.3
1123.09
13.4
1123.02
14.8
1122.89
16.3
1122.88
17.7
1122.89
18.9
1122.80
19.9
1123.07
21.0
1123.29
22.0
1123.62
23.9
1123.80
25.9
1123.85
28.2
1123.78
30.2
1123.95
32.0
1123.90
33.4
1124.01
SUMMARY DATA
Bankfull Elevation:
1123.8
Bankfull Cross -Sectional Area:
8.5
Bankfull Width:
13.6
Flood Prone Area Elevation:
1124.8
Flood Prone Width:
100.0
Max Depth at Bankfull:
1.0
Low Bank Height:
1.0
Mean Depth at Bankfull:
0.6
W / D Ratio:
22.7
Entrenchment Ratio:
7.4
Bank Height Ratio:
1.0

Site
Elevation
Brush Mountain
1124.5
1.5
1124.5
Watershed:
1124.5
Yadkin, 03040101
1124.6
Flood Prone Width:
Radecki
XS ID
IPerkinson,
UT 1, XS - 2, Pool
1.5
Mean Depth at Bankfull:
0.8
Feature
NA
Pool
NA
Bank Height Ratio:
1.0
Date:
5/14/2019
Field Crew:
Brushy Mountain, UT 1, XS - 2, Pool
1125
ti 1124
0
W1123
• Bankfnll
MY-00 5/22/19
1122
0
10
20
30 40
Station (feet)
Station SUMMARY DATA
Bankfull Elevation: 1124.3
Bankfull Cross -Sectional Area: 10.7
Bankfull Width: 12.8
Elevation
0.0
1124.5
1.5
1124.5
3.3
1124.5
4.8
1124.6
Flood Prone Width:
Radecki
Station SUMMARY DATA
Bankfull Elevation: 1124.3
Bankfull Cross -Sectional Area: 10.7
Bankfull Width: 12.8
Elevation
0.0
1124.5
1.5
1124.5
3.3
1124.5
4.8
1124.6
Flood Prone Width:
NA
Max Depth at Bankfull:
1.5
Low Bank Height:
1.5
Mean Depth at Bankfull:
0.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
6.2 1124.3
8.2 1124.3
9.5 1124.3
10.6 1124.3
11.7 1124.0
12.6 1123.6
13.7 1123.0
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
1.5
Low Bank Height:
1.5
Mean Depth at Bankfull:
0.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 3, Pool
Feature
Pool
Date:
All
Field Crew:
Perkinson, Radecki
9.5
1134.3
10.6
1134.2
11.4
1134.0
12.0
1133.9
12.6
1133.8
13.4
1133.8
14.4
1133.6
15.1
1133.5
15.5
1133.4
16.0
1133.5
16.7
1133.8
17.3
1134.2
17.8
1134.5
20.5
1134.5
22.5
1134.6
23.3
1134.7
24.9
1134.7
26.2
1134.7
.='
Stream Type C
Brushy Mountain, UT 1, XS - 3 , Pool
1136
ti 1135
0
------------
1134
W
•
�-k�ffiH
1133
0
10 20 30
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 3, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1135.0
2.1
1135.0
4.2
1134.9
6.3
1134.7
8.2
1134.6
9.5
1134.3
10.6
1134.2
11.4
1134.0
12.0
1133.9
12.6
1133.8
13.4
1133.8
14.4
1133.6
15.1
1133.5
15.5
1133.4
16.0
1133.5
16.7
1133.8
17.3
1134.2
17.8
1134.5
20.5
1134.5
22.5
1134.6
23.3
1134.7
24.9
1134.7
26.2
1134.7
SUMMARY DATA
Bankfull Elevation:
1134.6
Bankfull Cross -Sectional Area:
5.8
Bankfull Width:
9.3
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
1.1
Low Bank Height:
1.1
Mean Depth at Bankfull:
0.6
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 4, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
10.6
1136.21
11.7
1135.99
12.7
1135.73
13.5
1135.73
14.4
1135.36
15.0
1135.52
15.9
1135.43
17.0
1135.21
17.5
1135.36
18.4
1135.60
19.1
1135.67
19.3
1136.00
20.0
1136.08
20.7
1136.15
21.3
1136.37
22.2
1136.38
23.6
1136.64
25.2
1136.74
28.7
1136.61
31.0
1136.71
33.0
1136.77
Stream Type C
Brushy Mountian,
UT 1, XS - 4, Riffle
1138
--------------
-------------
-------------------------------
1137
0
W 1136
Bankfull
•Flood Prone Area
MY -N 112119
1135
0
10
20 30 40
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 4, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1136.62
3.1
1136.57
5.2
1136.65
6.5
1136.48
8.2
1136.59
10.6
1136.21
11.7
1135.99
12.7
1135.73
13.5
1135.73
14.4
1135.36
15.0
1135.52
15.9
1135.43
17.0
1135.21
17.5
1135.36
18.4
1135.60
19.1
1135.67
19.3
1136.00
20.0
1136.08
20.7
1136.15
21.3
1136.37
22.2
1136.38
23.6
1136.64
25.2
1136.74
28.7
1136.61
31.0
1136.71
33.0
1136.77
SUMMARY DATA
Bankfull Elevation:
1136.4
Bankfull Cross -Sectional Area:
7.1
Bankfull Width:
11.7
Flood Prone Area Elevation:
1137.6
Flood Prone Width:
100.0
Max Depth at Bankfull:
1.2
Low Bank Height:
1.2
Mean Depth at Bankfull:
0.6
W / D Ratio:
19.3
Entrenchment Ratio:
8.5
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 5, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
8.6
g..-
:�..
1
1156.89
10.5
1156.95
11.2
y1Iq
11.9
1156.59
12.6
1156.61
13.4
1156.50
14.2
1156.44
14.6
1156.63
15.2
1156.99
15.9
1157.12
16.7
1156.99
17.6
1157.18
19.2
1157.21
22.4
1157.17
24.4
1156.97
25.7
1157.04
Stream Type
C
Brushy Mountian, UT 1, XS - 5, Riffle
1159
1158
0
W 1157
Bankfull
•Flood Prone Area
MY -00 5/22/19
1156
0
10
20 30
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 5, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1157.55
2.5
1157.67
4.8
1157.53
6.3
1157.44
7.7
1157.52
8.6
1157.20
9.7
1156.89
10.5
1156.95
11.2
1156.81
11.9
1156.59
12.6
1156.61
13.4
1156.50
14.2
1156.44
14.6
1156.63
15.2
1156.99
15.9
1157.12
16.7
1156.99
17.6
1157.18
19.2
1157.21
22.4
1157.17
24.4
1156.97
25.7
1157.04
SUMMARY DATA
Bankfull Elevation:
1157.2
Bankfull Cross -Sectional Area:
3.5
Bankfull Width:
10.7
Flood Prone Area Elevation:
1158.0
Flood Prone Width:
80.0
Max Depth at Bankfull:
0.8
Low Bank Height:
0.8
Mean Depth at Bankfull:
0.3
W / D Ratio:
32.7
Entrenchment Ratio:
7.5
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 6, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
7.3
El
8.2
1159.7
8.8
1159.7
9.3
1159.4
10.1
1159.3
11.1
1159.2
11.7
1159.4
12.5
1159.6
13.3
1159.8
l
1160.0
15.9
1160.1
18.0
1160.2
zo.z
1160.0
S
Stream Type C
Brushy Mountain, UT 1, XS - 6, Pool
1161
ti
0 1160
d
W
• a.nkfull
MY -00 5/22/19
1159
0
10
20
30
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 6, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1160.6
2.2
1160.5
3.8
1160.3
5.4
1160.2
6.6
1160.0
7.3
1160.0
8.2
1159.7
8.8
1159.7
9.3
1159.4
10.1
1159.3
11.1
1159.2
11.7
1159.4
12.5
1159.6
13.3
1159.8
14.5
1160.0
15.9
1160.1
18.0
1160.2
zo.z
1160.0
SUMMARY DATA
Bankfull Elevation:
1160.1
Bankfull Cross -Sectional Area:
3.9
Bankfull Width:
9.7
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
0.9
Low Bank Height:
0.9
Mean Depth at Bankfull:
0.4
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 7, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
8.4
El
9.0
1181.5
9.7
1181.2
10.3
1181.1
10.9
1181.1
11.9
V
13.0
1181.0
13.9
1181.0
�il
1181.1
15.3
1181.3
15.7
1181.6
16.3
1181.7
17.2
1181.7
19.8
1182.0
21.4
1182.0
23.8
1182.0
Stream Type Cb
Brushy Mountain, UT 1, XS - 7, Pool
1183
ti 1182
0
W1181
• B-kfnll
MY -00 5/22/19
1180
0
10
20
30
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 7, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1181.6
1.9
1181.8
4.8
1182.0
6.9
1181.8
7.9
1181.8
8.4
1181.6
9.0
1181.5
9.7
1181.2
10.3
1181.1
10.9
1181.1
11.9
1181.1
13.0
1181.0
13.9
1181.0
14.4
1181.1
15.3
1181.3
15.7
1181.6
16.3
1181.7
17.2
1181.7
19.8
1182.0
21.4
1182.0
23.8
1182.0
SUMMARY DATA
Bankfull Elevation:
1181.8
Bankfull Cross -Sectional Area:
4.9
Bankfull Width:
10.2
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
0.8
Low Bank Height:
0.8
Mean Depth at Bankfull:
0.5
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 8, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
8.6
1184.75
9.9
1184.53
10.6
1184.24
11.2
1184.04
11.9
1184.15
13.0
1184.13
13.5
1184.26
14.4
1184.62
15.8
1184.52
16.6
1184.83
17.4
1184.97
20.0
1184.93
22.3
1185.04
10
1185.02
Stream Type Cb
Brushy Mountian,
UT 1, XS - 8, Riffle
1186
---------------
------------
-------------------------------
1185---------------
------......--------
-------
0
m
W 1184
Bankfull
•Flood Prone A-
MY-00 5/22/19
1183
0
10
20 30
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 1, XS - 8, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1185.20
3.0
1185.34
5.2
1185.21
6.6
1185.19
7.7
1184.71
8.6
1184.75
9.9
1184.53
10.6
1184.24
11.2
1184.04
11.9
1184.15
13.0
1184.13
13.5
1184.26
14.4
1184.62
15.8
1184.52
16.6
1184.83
17.4
1184.97
20.0
1184.93
22.3
1185.04
24.9
1185.02
SUMMARY DATA
Bankfull Elevation:
1185.0
Bankfull Cross -Sectional Area:
4.9
Bankfull Width:
10.3
Flood Prone Area Elevation:
1185.9
Flood Prone Width:
80.0
Max Depth at Bankfull:
0.9
Low Bank Height:
0.9
Mean Depth at Bankfull:
0.5
W / D Ratio:
21.7
Entrenchment Ratio:
7.8
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 2, XS - 1, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
7.7
1150.93
8.5
1151.08
9.6
1150.94
10.1
1150.76
11.2
1150.29
11.5
1150.29
12.0
1150.42
12.8
1150.73
13.0
1150.97
14.2
1150.78
16.1
1150.87
18.1
1150.83
20.4
1150.81
21.6
+mss o
22.9
1150.90
22.9
1150.90
Stream Type E
Brushy Mountian, UT 2, XS - 1, Riffle
1152
-------------------------------------------
w
777
d
1151
0^%
�' ---------------------
-----
- --- ----------
W
Bankfull
- - - - • Flood Prone Area
MY -00 5/22/19
1150
0
10 20 30
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 2, XS - 1, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1151.57
1.9
1151.51
4.0
1151.49
6.3
1151.27
6.9
1151.26
7.7
1150.93
8.5
1151.08
9.6
1150.94
10.1
1150.76
11.2
1150.29
11.5
1150.29
12.0
1150.42
12.8
1150.73
13.0
1150.97
14.2
1150.78
16.1
1150.87
18.1
1150.83
20.4
1150.81
21.6
1150.82
22.9
1150.90
22.9
1150.90
SUMMARY DATA
Bankfull Elevation:
1150.9
Bankfull Cross -Sectional Area:
1.1
Bankfull Width:
3.1
Flood Prone Area Elevation:
1151.5
Flood Prone Width:
50.0
Max Depth at Bankfull:
0.6
Low Bank Height:
0.6
Mean Depth at Bankfull:
0.4
W / D Ratio:
8.7
Entrenchment Ratio:
16.1
Bank Height Ratio:
1.0

Site
Brushy Mountain
Watershed:Yadkin,
03040101
XS ID
UT 2, XS - 2, Pool
FeatureZIPerkinson,
Pool
Date:
5/14/2019
Field Crew:
Radecki
Station
Elevation
0.0
1152.4
2.3
1152.3
4.5
1152.0
5.7
1151.8
6.6
1151.7
7.4
1151.4
8.0
1151.1
8.6
1150.9
9.0
1150.7
9.7
1150.6
10.4
1150.7
11.3
1150.7
12.0
1150.8
12.8
1151.0
13.3
1151.2
14.5
1151.4
15.6
1151.6
16.3
1151.7
17.9
1151.7
19.5
1152.0
21.0
1151.9
22.7
1151.9
23.8
1151.8
SUMMARY DATA
Bankfull Elevation:
1151.8
Bankfull Cross -Sectional Area:
7.4
Bankfull Width:
13.0
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
1.2
Low Bank Height:
1.2
Mean Depth at Bankfull:
0.6
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
Stream Type E
Brushy Mountain, UT 2, XS - 2, Pool
1153
ti 1152
- - - - - - - - - - - - - - - - - - - - - ;-� -0
W 1151
Bankfnll
MY -00 5/22/19
1150
0 10 20 30
Station (feet)

Site
Brushy Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 3, XS - 1, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1142.0
1.8
1142.1
3.8
1142.0
4.4
1142.2
5.7
1142.2
6.1
1142.0
6.3
1141.4
6.9
1141.3
7.6
1141.2
8.1
1141.2
8.5
1141.2
8.6
1141.7
8.9
1141.9
9.7
1142.1
10.2
1142.2
11.3
1142.2
12.1
1142.4
13.1
1142.5
14.6
1142.5
SUMMARY DATA
Bankfull Elevation:
1142.2
Bankfull Cross -Sectional Area:
2.6
Bankfull Width:
4.5
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
1.0
Low Bank Height:
1.0
Mean Depth at Bankfull:
0.6
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
Stream Type B
Brushy Mountain, UT 3, XS -1, Pool
1143
ti
0 1142
d
W
_ _ _ • Bankfnll
MY -00 5/22/19
1141
0 10 20
Station (feet)

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 3, XS - 2, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
5.5
1142.36
5.7
1141.82
6.2
1141.69
6.7
1141.65
7.1
1141.61
7.3
1141.65
7.5
1142.54
7.8
1142.62
8.4
1142.54
8.6
1142.85
9.1
1142.74
9.9
1142.70
10.7
1142.63
12.3
1142.61
15.5
1142.90
16.9
1143.15
18.2
1143.17
Stream Type B
Brushy Mountian,
UT 3, XS - 2, Riffle
1144
---------------
------------
-------------------------------------
1143
W 1142
Bankfull
•Flood Prone A-
MY-00 5/22/19
1141
0
10 20
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 3, XS - 2, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1143.16
2.2
1142.90
3.9
1142.58
4.5
1142.61
5.2
1142.41
5.5
1142.36
5.7
1141.82
6.2
1141.69
6.7
1141.65
7.1
1141.61
7.3
1141.65
7.5
1142.54
7.8
1142.62
8.4
1142.54
8.6
1142.85
9.1
1142.74
9.9
1142.70
10.7
1142.63
12.3
1142.61
15.5
1142.90
16.9
1143.15
18.2
1143.17
SUMMARY DATA
Bankfull Elevation:
1142.5
Bankfull Cross -Sectional Area:
1.6
Bankfull Width:
2.7
Flood Prone Area Elevation:
1143.4
Flood Prone Width:
20.0
Max Depth at Bankfull:
0.9
Low Bank Height:
0.9
Mean Depth at Bankfull:
0.6
W / D Ratio:
4.6
Entrenchment Ratio:
7.4
Bank Height Ratio:
1.0

Site
Brushy Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 3, XS - 3, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1202.26
Bankfull Cross -Sectional Area:
2.1
1202.14
5.5
4.4
1201.97
Flood Prone Width:
5.5
1201.60
0.9
6.6
1201.94
Mean Depth at Bankfull:
7.4
1201.78
11.2
8.1
1201.33
Bank Height Ratio:
8.8
1201.26
9.1
1200.90
10.0
1200.91
10.6
1201.09
11.1
1201.25
11.8
1201.52
Station (feet)
12.8
1201.75
13.7
1202.01
15.0
1201.54
16.0
1201.85
17.7
1202.06
18.9
1202.29
19.6
1202.30
SUMMARY DATA
Bankfull Elevation:
10 1201.8
Bankfull Cross -Sectional Area:
2.7
Bankfull Width:
5.5
Flood Prone Area Elevation:
1202.7
Flood Prone Width:
20.0
Max Depth at Bankfull:
0.9
Low Bank Height:
0.9
Mean Depth at Bankfull:
0.5
W / D Ratio:
11.2
Entrenchment Ratio:
3.6
Bank Height Ratio:
1.0
Stream Type B
Brushy Mountian, UT 3, XS - 3, Riffle
1203
-------------------------------------------------------
1202
0
m
W
1201
----•sa,d�ru
_ _ _ • Flood Prone Area
MY -00 5/22/19
1200
0 10 20
Station (feet)

Site
Brushy Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 3, XS - 4, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1211.69
Bankfull Cross -Sectional Area:
0.8
1211.29
5.1
2.1
1211.11
Flood Prone Width:
3.3
1211.09
0.5
4.8
1211.10
Mean Depth at Bankfull:
5.3
1211.04
17.3
6.5
1210.93
Bank Height Ratio:
7.1
1210.69
7.8
1210.59
8.5
1210.60
9.0
1210.69
9.6
1210.82
10.0
1211.23
12.1
1210.98
12.3
1211.20
13.0
1211.32
13.8
1211.50
14.1
1211.59
15.1
1211.63
15.9
1211.71
SUMMARY DATA
Bankfull Elevation:
1211.1
Bankfull Cross -Sectional Area:
1.5
Bankfull Width:
5.1
Flood Prone Area Elevation:
1211.6
Flood Prone Width:
16.0
Max Depth at Bankfull:
0.5
Low Bank Height:
0.5
Mean Depth at Bankfull:
0.3
W / D Ratio:
17.3
Entrenchment Ratio:
3.1
Bank Height Ratio:
1.0
Stream Type B
Brushy Mountian, UT 3, XS - 4, Riffle
1212
w
---------------- < ---------
a,
1211
m
W
Ba der u
• Flood Prone A-
MY -00 5/22/19
1210
0 10 20
Station (feet)

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 1, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
5.4
1137.48
5.9
1137.06
6.3
1137.38
7.7
1137.36
8.0
1137.57
8.7
1137.72
9.2
1137.93
9.4
1138.00
10.1
1137.68
11.0
1137.70
12.5
1137.57
13.5
1137.65
�.
Stream Type Cb
Brushy Mountian, UT 4, XS -1, Riffle
1139
_______________________________________________________________
w
0 1138
m
W
Bankfull
•Flood Prone A-
MY -00 5/22/19
1137
0
10
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 1, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1137.59
1.7
1137.60
2.8
1137.60
4.0
1137.89
4.8
1137.68
5.4
1137.48
5.9
1137.06
6.3
1137.38
7.7
1137.36
8.0
1137.57
8.7
1137.72
9.2
1137.93
9.4
1138.00
10.1
1137.68
11.0
1137.70
12.5
1137.57
13.5
1137.65
SUMMARY DATA
Bankfull Elevation:
1137.7
Bankfull Cross -Sectional Area:
1.0
Bankfull Width:
3.7
Flood Prone Area Elevation:
1138.3
Flood Prone Width:
20.0
Max Depth at Bankfull:
0.6
Low Bank Height:
0.6
Mean Depth at Bankfull:
0.3
W / D Ratio:
13.7
Entrenchment Ratio:
5.4
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 2, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
7.3
1138.5
8.0
1138.5
8.5
1138.2
9.2
1138.4
10.1
1138.6
10.8
1138.3
11.0
1138.9
11.4
1139.3
11.9
1139.4
13.3
1139.3
14.1
1139.5
15.8
1139.7
17.2
1139.8
18.7
1139.5
=►
Stream Type Cb
Brushy Mountain, UT 4, XS - 2, Pool
1140
ti ---
---- ---------------
- ---- -----------------
r
0 1139
d
W
• B-kfnll
MY -00 5/22/19
1138
0
10 20
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 2, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1139.3
3.4
1139.2
6.0
1139.3
6.5
1139.3
6.7
1138.1
7.3
1138.5
8.0
1138.5
8.5
1138.2
9.2
1138.4
10.1
1138.6
10.8
1138.3
11.0
1138.9
11.4
1139.3
11.9
1139.4
13.3
1139.3
14.1
1139.5
15.8
1139.7
17.2
1139.8
18.7
1139.5
SUMMARY DATA
Bankfull Elevation:
1139.3
Bankfull Cross -Sectional Area:
3.9
Bankfull Width:
4.9
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
1.2
Low Bank Height:
1.2
Mean Depth at Bankfull:
0.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 3, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Max Depth at Bankfull:
1.4
Low Bank Height:
1.4
Mean Depth at Bankfull:
0.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
I
�
,
.r
Brushy Mountain, UT 4, XS - 3, Pool
1145
ti 1144
0
W1143
MY-00 522/19
1142
0
10 20
Station (feet)
Site
Brush Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 3, Pool
Feature
Pool
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station SUMMARY DATA
Bankfull Elevation: 1144.5
Bankfull Cross -Sectional Area: 4.4
Bankfull Width: 5.6
Elevation
0.0
1144.6
0.7
1144.4
2.0
1144.2
3.9
1144.3
Flood Prone Width:
NA
Max Depth at Bankfull:
1.4
Low Bank Height:
1.4
Mean Depth at Bankfull:
0.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
4.8 1144.5
5.4 1144.5
6.1 1144.5
6.8 1144.3
7.0 1143.6
7.7 1143.4
8.1 1143.4
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
1.4
Low Bank Height:
1.4
Mean Depth at Bankfull:
0.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Brushy Mountain
Watershed:
Yadkin, 03040101
XS ID
UT 4, XS - 4, Riffle
Feature
Riffle
Date:
5/14/2019
Field Crew:
Perkinson, Radecki
Station
Elevation
0.0
1146.29
Bankfull Width:
1.5
1146.48
1147.0
2.6
1146.42
Max Depth at Bankfull:
3.6
1146.28
0.7
4.7
1146.16
W / D Ratio:
5.8
1145.80
3.5
6.6
1145.60
7.8
1145.63
8.3
1145.71
9.3
1145.95
9.4
1146.49
9.9
1146.68
10.4
1146.57
Station (feet)
10.9
1146.52
11.0
1146.48
12.1
1146.66
13.0
1146.87
SUMMARY DATA
Bankfull Elevation:
Bankfull Cross -Sectional Area.
1146.3
2.4
Bankfull Width:
5.7
Flood Prone Area Elevation:
1147.0
Flood Prone Width:
20.0
Max Depth at Bankfull:
0.7
Low Bank Height:
0.7
Mean Depth at Bankfull:
0.4
W / D Ratio:
13.5
Entrenchment Ratio:
3.5
Bank Height Ratio:
1.0
Stream Type Cb
Brushy Mountian, UT 4, XS - 4, Riffle
1148
1147
0
-------------- r -------------
m
W 1146
Bankfull
• Flood Prone Area
Flood
MY -00 5/22/19
1145
0 10 20
Station (feet)

Appendix G
Non-standard Buffer Width Calculations
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Dwn. By:
FIGURE
Axiom Environmental
Mr. Charles Evans
AMR
Ave
Raleigh, NC 2 27607
Raleigh,
POTENTIAL RESTORATION SITE
1
Date:
[phone]
Yadkin County, North Carolina
June 2018
Project:
15-005

Site Name: Brushy Mountain Stream and Wetland Restoration Site
USACE Action ID:
NCDWR Project Number:
Sponsor: Restoration Systems, LLC
County: Yadkin
Minimum Required Buffer Width': 50
Mitigation Type
Restoration (1:1)
Enhancement 1(1.5:1)
Enhancement II (2.5:1)
Preservation (5:1)
Other (7.5:1)
Other (10:1)
Custom Ratio 1
Custom Ratio 2
Custom Ratio 3
Custom Ratio 4
Custom Ratio 5
Totals
Buffer Zones
Max Possible Buffer (square feet)°
Ideal Buffer (square feet)'
Actual Buffer (square feet)`
Zone Multiplier
Buffer Credit Equivalent
Percent of Ideal Buffer
Credit Adjustment
Total Baseline Credit
5022.40
Mitigation Ratio Creditable Stream
' Baseline Stream Credit
Multiplier' Length
1 4732 4732.00
1.5 108 72.00
2.5 477 190.80
5
7.5
10 276 27.60
5593.00 5022.40
Wilmington District Stream Buffer Credit Calculator
Buffer Width Zone (feet from Ordinary High Water Mark)
less than 15 feet
>15 to 20 feet
>20 to 25 feet
>25 to 30 feet
>30 to 35 feet
>35 to 40 feet
>40 to 45 feet
>45 to 50 feet
>50 to 75 feet
>75 to 100 feet
>100 to 125 feet
>125 to 150 feet
167790
55930
55930
55930
55930
55930
55930
55930
279650
279650
279650
279650
168087.25
56449.48
56471.62
55954.19
54927.98
54559.40
54078.88
53765.56
263624.10
198003.35
198822.63
200616.27
163409.57
53253.37
52428.55
50959.68
49554.42
48732.58
47684.56
46825.22
146084.03
64332.01
50387.93
48672.85
50%
10%
10%
10%
5%
5%
5%
5%
7%
5%
4%
4%
2511.20
502.24
502.24
502.24
251.12
251.12
251.12
251.12
351.57
251.12
200.90
200.90
97%
94%
93%
91%
90%
89%
88%
87%
55%
32%
25%
24%
-69.88
-28.44
-35.96
-44.83
-24.57
-26.82
-29.69
-32.42
194.82
81.59
50.91
48.74
Credit Loss in Required Credit Gain for Net Change in Total Credit
Buffer Additional Buffer Credit from Buffers
-292.60 376.06 83.46 5105.86
'Minimum standard buffer width measured from the top of bank (50 feet in piedmont and coastal plain counties or 30 feet in mountain counties)
'Use the Custom Ratio fields to enter non-standard ratios, which are equal to the number of feet in the feet -to -credit mitigation ratio (e.g., for a perservation ratio of 8 feet to 1 credit, the multiplier would be 8).
'Equal to the number of feet of stream in each Mitigation Type. If stream reaches are not creditable, they should be excluded from this measurement, even if they fall within the easement.
chis amount is the maximum buffer area possible based on the linear footage of stream length if channel were perfectly straight with full buffer width. This number is not used in calculations, but is provided as a reference.
sMaximum potential size (in square feet) of each buffer zone measured around all creditable stream reaches, calculated using GIS, including areas outside of the easement. The inner zone (0-15') should be measured from the top of the OHWM or the edge of the average stream width if OHWM is not known. Non -creditable stream
reaches within the easement should be removed prior to calculating this area wtih GIS.
sSquare feet in each buffer zone, as measured by GIS, excluding non -forested areas, all other credit type (e.g., wetland, nutrient offset, buffer), easement exceptions, open water, areas failing to meet the vegetation performance standard, etc. Additional credit is given to 150 feet in buffer width, so areas within the easement that are
more than 150 feet from creditable streams should not be included in this measurement. Non -creditable stream reaches within the easement should be removed prior to calculating this area wtih GIS.

Appendix H
Preliminary Stream Flow Data
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

619111
F 3.00
v
v
J
OJ
N
f0
3
1.00
-1.00
Brushy Mountain Stream Flow Gauge UT3 Downstream
Year 1 (2019 Data)
1.4
1.2
1.0 2
W W W W W A A A A A A A A A A A A A A A In In In In In to In In In In to In In In In m m
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
N N N N W NA Q1 00 N N N N N N N N N W N A Q1 00 N I j N N N N N N N N W
W I�
W Ul V l0 I� \ \ \ \ 0 O N A M 00 O N A M 00 O \ \ \ \ O N A Ql 00 O N A Ql 00 OWWWWW
\ \
N N N N N N N N N N N N N N N N N N N N N N N N N N N
0.4
0.2

48 Days Brushy Mountain Stream Flow Gauge UT3 Upstream
Year 1 (2019 Data)
v
v
J
OJ
M
f0
3
alit
3.00
FiffeIC
6weIC
1.4
1.2
1.0 2
W W W W W A A A A A A A A A A A A A A A In In In In to to In In to to to to In In to M m
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
N N N N W N A Q1 00N 4-` N N N N N NW N A Q1 00 N I j N N N N N N N N W
W I�
W Ln V l0 I� \ \ \ \ 0 O N A M Ql 00 O N Aa) 00 O \ \ \ \ O N A Ql 00 O N A Ql 00 OWWWWW
\ \
N N N N N N N N N N N N N N N N N N N N N N N N N N N
0.4
0.2
[0x07

v
v
J
alit
3.00
1191IC
6191I6
Brushy Mountain Stream Flow Gauge UT4 Downstream
Year 1 (2019 Data)
1.4
1.2
1.0 2
W W A A A A A A A A A A A A A A A In In In In In In In In In In In In In In In In M M
N W N W L9 v W N N N N N N N N N N N W L9 v W N N N N N N N N N N W N 4
W O W In j lO N W In j lO \ \ \ \ \ N W In �I 1p N W In -I 1p N \ \
N N lD lD lD lD lD N N N N N N N N N N lD lD lD lD lD N N N N N N N N N N N lD lD
0.4
0.2
M

rillif
5.00
P
v
v
J
3 3.00
1.00
6KIIU]
Brushy Mountain Stream Flow Gauge UT4 Upstream
Year 1 (2019 Data)
1.4
1.2
1.0 2
W W W W W A A A A A A A A A A A A A A A In In In In In In In In In In In In In In In M M
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
W In J lO N \ \ \ \ O N A M W O N A M W O \ \ \ \ O N A M W O N A M W O \ \
N N N N N lD lD lD lD N N N N N N N N N N N lD lD lD lD N N N N N N N N N N N lD lD
0.4
0.2
M

Appendix I
Asbuilt Construction Photographs
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Brushy Mountain Asbuilt Construction Photographs
Taken May 31, 2019
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Brushy Mountain Asbuilt Construction Photographs
Taken May 31, 2019
(continued)
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank

Brushy Mountain Asbuilt Construction Photographs
Taken May 31, 2019
(continued)
Asbuilt Baseline Monitoring Report Appendices
Brushy Mountain Mitigation Bank Site Restoration Systems, LLC
Yadkin 01 Umbrella Mitigation Bank