20130653 Ver 1_Year 7 Monitoring Report_2020_20210324

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Erin Davis
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Mitigation Project Submittal - 3/24/2021
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l� Stream 17 Wetlands G Buffer ❑ Nutrient Offset
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Lindsay Crocker [e-mail]
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Project Type: F DMS r Mitigation Bank
Project Name: Muddy Run II
County: Duplin
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Mitigation Monitoring Report
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MUDDY RUN II STREAM AND WETLAND RESTORATION
PROJECT
MONITORING REPORT
MONITORING YEAR 7
FINAL
DUPLIN COUNTY, NORTH CAROLINA
DMS CONTRACT No. 004631- DMS PROJECT No. 95354
SAW-2011-02191
DWR 2013-0653
Prepared for:
Division of Mitigation Services
North Carolina Department of Environment and Natural Resources
1652 Mail Service Center
Raleigh, NC 27699-1652
March 2021

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
Muddy Run II
Duplin County,North Carolina
DMS Project ID 95354
Cape Fear River Basin
HUC 0030007060010
Prepared by:
Ores
Resource Environmental Solutions,LLC
3600 Glenwood Ave, Suite 100
Raleigh,NC 27612
919-209-1061
Resource Environmental Solutions,LLC i

3600 Glenwood Avenue,Suite 100
re5 Raleigh, NC 27612
Corporate Headquarters
6575 West Loop South,Suite 300
Bellaire,TX 77401
Main:713.520.5400
March 24, 2021
Lindsay Crocker
NC DEQ Division of Mitigation Services
217 West Jones Street
Raleigh, NC 27604
RE: Muddy Run II Stream and Wetland Restoration Site: MY7 Monitoring Report
(NCDMS ID 95354)
Listed below are comments provided by DMS on December 17, 2020 regarding the Muddy Run
II Stream and Wetland Restoration Site: Year 7 Monitoring Report and RES' responses.
1. Page 11, Vegetation. Please describe pine thinning that occurred in MY7 along 3b (how large
was the thinning, approx.). Also describe the replanted encroachment areas (extent of replanted
area, how many trees, species). These two should be separated.
There were three methods of pine thinning performed in three separate areas on site. Along
Reach 1 stump cut was used to cut pine trees down (0.28 acres), along Reach 3b the area was
mulched with a skid-steerer (0.23 acres), and along Reach 5a the pine trees were girdled (0.25
acres). The areas along Reach 1 and Reach 3b required supplemental plantings which were
performed in January 2021 and consisted of 160 3-gallon trees (sycamore, river birch, willow oak,
and overcup oak). The two encroachment areas on Reach 3a were caused by missing easement
poles and mowing which were repaired in January 2021. These areas total about 0.13 acres and
were planted with 60 3-gallon trees (sycamore, river birch, willow oak, and overcup oak). The
other encroachment area, Reach 5a,was an area where ATVs were cutting across the easement.
This area (0.03 acres) was repaired and replanted in January 2021 (15 3-gallon sycamore, river
birch, willow oak, and overcup oak). As of March 2021, no further encroachment has occurred.
2. Page 11, vegetation. It is shown on timeline table 2 and was discussed in the field that RES
has conducted ongoing privet treatment throughout project. Please describe this in the narrative
(target species, targeted areas).
Invasive species and pines were treated in October 2020 and will be treated again prior to close-
out. Invasive species treatment including cutting and stump spraying large Chinese privet stems
and foliar spraying smaller/re-sprouted Chines privet plants. The majority of the invasive species
treatment took place along Reach 2 and Reach 3.
3. CCPV: Please separate the pine thinning shapefile from the encroachment shapefile with
different colors and show the extent of both areas (in acres). Confirm if/when both were planted.

4. Add the overhead ROW on reach 3b near the turkey houses to the CCPV and check that this
ROW was removed from credit on the as-built stationing for credit. If it was not considered,
determine width of ROW and impact on credit and separate on asset table for removal.
The powerline ROW has been added to the map. The powerline was installed directly along the
outside easement edge but due to it's 30-foot easement, 13 linear feet of Reach 3b are not
creditable. Information about this has been added to Section 1.3.
5. Coordinate with stewardship to ensure all marking is upright and clear, ensure a long-term
solution to the crossing encroachment on 5b. Revise report to reflect this.
RES has replaced all damaged/missing easement signs. There has been no further
encroachment since the addition of the t-posts/signs on Reach 5b and there is evidence of ATV
traffic across the crossing/easement break upstream on Reach 5a.
2

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
TABLE OF CONTENTS
1 PROJECT GOALS,BACKGROUND AND ATTRIBUTES 1
1.1 Location and Setting 1
1.2 Project Goals and Objectives 1
1.3 Project Structure 3
1.3.1 Restoration Type and Approach 3
1.4 Project History, Contacts and Attribute Data 6
1.4.1 Project History 6
1.4.2 Project Watersheds 6
2 SUCCESS CRITERIA 7
2.1 Stream Restoration 7
2.1.1 Bankfull Events 7
2.1.2 Cross Sections 7
2.1.3 Digital Image Stations 7
2.2 Vegetation 8
2.3 Scheduling/Reporting 8
3 MONITORING PLAN 8
3.1 Stream Restoration 8
3.1.1 As-Built Survey 8
3.1.2 Bankfull Events 8
3.1.3 Cross Sections 9
3.1.4 Digital Image Stations 9
3.1.5 Bank Pin Arrays 9
3.1.6 Visual Assessment Monitoring 9
3.1.7 Surface Flow 9
3.2 Vegetation 10
4 Maintenance and Contingency plan 10
4.1 Stream 10
4.2 Vegetation 10
5 YEAR 7 MONITORING CONDITIONS (MY7) 12
5.1 Year 7 Monitoring Data Collection 12
5.1.1 Vegetation 12
5.1.2 Photo Documentation 12
5.1.3 Hydrology 13
6 REFERENCES 14
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
Appendix A.Project Background Data and Maps
Table 1. Project Components and Mitigation Credits
Table 2. Project Activity and reporting History
Table 3. Project Contacts
Table 4. Project Information and Attributes
Figure 1. Project Vicinity Map
Figure 2. Project USGS Map
Appendix B.Visual Assessment Data
Figure 3a-b. Current Conditions Plan View Map (CCPV)
Table 5.Visual Stream Morphology Stability Assessment
Table 6. Vegetation Condition Assessment
Table 7. Stream Problem Areas
Table 8.Vegetation Problem Areas
Figure 4. Vegetation Photos
Figure 5. Stream and Vegetation Problem Photos
Appendix C. Vegetation Plot Data
Table 9a. Planted Stem Count Summary
Table 9b. Planted Species Totals
Table 9c. Planted Stem Counts(Species by Plot)
Appendix D. Stream Geomorphology Data
Table 10. Morphological Parameters Summary Data
Table 11. Dimensional Morphology Summary—Cross Sections Data
Table 12. Bank Pin Array Summary Data
Cross Section Plots
Appendix E. Hydrology Data
Table 13. Documentation of Geomorphologically Significant Flow Events
Table 14. Rainfall Summary
Table 15a. Wetland Hydrology Criteria Attainment
Table 15b. MY1-MY7 Wetland Hydrology Gauges Summary
2020 Groundwater Monitoring Gauge Hydrographs
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
1 PROJECT GOALS, BACKGROUND AND ATTRIBUTES
1.1 Location and Setting
The Muddy Run Stream Site ("Site") is located in Duplin County approximately 1.4 miles east of
Chinquapin,NC(Figure 1).The project is in the Cape Fear River Basin(8-digit USGS HUC 03030007,
14-digit USGS HUC 03030007060010)(USGS, 1998)and the NCDWQ Cape Fear 03-06-22 sub-basin
(NCDWQ,2002). To access the Site from the town of Chinquapin,travel east on Highway 50,take the
first left onto Pickett Bay Road(SR 1819),go 1.1 miles,then turn left onto Kenney Crawley Road.This
private road is gravel and will split just past the residential house on the right. Keeping to the left will
take you to the Reaches 3b, 3c, 5b, and 6. Going to the right at the split will take you to Reaches 1,2,
3a, and 4.
1.2 Project Goals and Objectives
The Muddy Run II stream and wetland mitigation project provides numerous ecological and water
quality benefits within the Cape Fear River Basin. While many of these benefits are limited to the
project area, others, such as pollutant removal and improved aquatic and terrestrial habitat,have more
far-reaching effects. Expected improvements to water quality, hydrology, and habitat are outlined
below.
Design Goals and Objectives
Benefits Related to Water Quality
Benefit will be achieved through filtering of runoff from adjacent CAFOs through buffer areas,the
Nutrient removal conversion of active farm fields to forested buffers, improved denitrification and nutrient uptake
through buffer zones, and installation of BMPs at the headwaters of selected reaches and ditch
outlets.
Benefit will be achieved through the stabilization of eroding stream banks and reduction of sediment
Sediment removal loss from field areas due to lack of vegetative cover. Channel velocities will also be decreased
through a reduction in slope,therefore decreasing erosive forces.
Increase dissolved oxygen Benefit will be achieved through the construction of instream structures to increase turbulence and
concentration dissolved oxygen concentrations and riparian canopy restoration to lower water temperature to
increase dissolved oxygen capacity.
Runoff filtration Benefit will be achieved through the restoration of buffer areas that will receive and filter runoff,
thereby reducing nutrients and sediment concentrations reaching water bodies downstream.
Benefits to Flood Attenuation
Water storage Benefit will be achieved through the restoration of buffer areas which will infiltrate more water
during precipitation events than under current site conditions.
Improved groundwater Benefit will be achieved through the increased storage of precipitation in buffer areas, ephemeral
recharge depressions,and reconnection of existing floodplain.Greater storage of water will lead to improved
infiltration and groundwater recharge.
Improved/restored Benefit will be achieved by restoring the stream to a natural meandering pattern with an
hydrologic connections appropriately sized channel, such that the channel's floodplain will be flooded more frequently at
flows greater than the bankfull stage.
■
Benefits Related to Ecological Processes
Restoration of habitats Benefit will be achieved by restoring riparian buffer habitat to appropriate bottomland hardwood
ecosystem.
Benefit will be achieved through the construction of instream structures designed to improve
Improved substrate and bedform diversity and to trap detritus. Stream will be designed with the appropriate channel
instream cover dimension and will prevent aggradation and sedimentation within the channel. Substrate will
become coarser as a result of the stabilization of stream banks and an overall decrease in the amount
fine materials deposited in the stream.
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
Addition of large woody Benefit will be achieved through the addition of wood structures as part of the restoration design.
debris Such structures may include log vanes,root wads,and log weirs.
Reduced temperature of Benefit will be achieved through the restoration of canopy tree species to the stream buffer areas.
water due to shading
Restoration of terrestrial Benefit will be achieved through the restoration of riparian buffer bottomland hardwood habitats.
habitat
1.3 Project Structure
Following 2016 monitoring the NCIRT requested a review of the differential between the Approved
Mitigation Plan and Baseline Monitoring Report. The table below details the discrepancies by reach.
The primary cause of the 5%increase in baseline SMUs is survey methodology(thalweg vs.centerline).
The Mitigation Plan lengths were based on centerline. Wetland credits are unchanged from Mitigation
Plan to Baseline Monitoring Report. Additionally, 13 SMUs have been removed from Reach 3b due to
a powerline that was built along the easement edge(Figure 3a). The powerline has a 30-foot easement
on it half of which overlaps the conservation easement.
Table 1.Muddy Run II Project Components—Stream Mitigation
Reach Mitigation Type Proposed Mitigation Proposed Baseline
Length(LF)* Ratio SMUs SMUs
Reach 1 Headwater Valley 401 1:1 401 398
Reach 2 Headwater Valley 504 1:1 504 504
Reach 2 P1 Restoration 1,369 1:1 1,369 1,410
Reach 3a P1 Restoration 3,440 1:1 3,440 3,586
Reach P1 Restoration 1,852 1:1 1,852 1,966
3b
Reach 3c Enhancement I 707 1:1.5 471 472
Reach 4 P1 Restoration 172 1:1 172 173
Reach 5a P1 Restoration 1,774 1:1 1,774 1,926
Reach Enhancement II 401 1:2.5 160 164
5b
Reach 6 Enhancement II 317 1:2.5 127 127
Total 11,411 10,270 10,726
*The proposed lengths represent the total proposed channel length minus the length of the proposed channel associated with crossings
(easement breaks).
Table 2.Muddy Run II Project Components—Wetland Mitigation
Wetland Mitigation Type Mitigation Mitigation WMUs
Area(ac) Ratio
WA Restoration 3.60 1:1 3.60
WB Restoration 1.32 1:1 1.32
Total 4.92 4.92
1.3.1 Restoration Type and Approach
Reach 1
Headwater valley restoration approach was performed along Reach 1. The existing channel/ditch was
backfilled, and flow has been directed from its current position along the tree line back to within the
historic valley location down to the confluence with Reaches 2 and 3a.A 100-foot-wide forested buffer
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
has been planted throughout the reach. The upstream limit of Reach 1 ties into an existing headwater
valley system comprised of intermittent sections of single and multiple channels. This system will be
used as a reference site for incorporating a small baseflow channel into the headwater valley restoration
design.
Reach 2
Similar to Reach 1, headwater valley restoration was performed along the upper section of Reach 2.
The existing channel was backfilled with existing spoil material located along the channel, a result of
previous dredging activities. Areas within the 100-foot buffer that were disturbed or lack riparian
vegetation were planted. Grade control structures were installed along three ditches that enter Reach 2
at the upstream end of the project. These structures raised the upstream channel bed elevations slightly
to tie into existing ditches to the project reach. An existing CMP culvert located along the upstream
section was removed and replaced outside the easement(upstream)to continue to allow the landowner
access to all areas of his property. Priority 1 restoration was performed for the majority of Reach 2.
Restoration activities involved relocating the channel to the north through an existing wooded area
consisting primarily of pines and a few hardwoods.Existing spoil piles located along the channel banks
were removed and used to fill the existing ditch. Diffuse flow structures have been installed along
several ditches that outlet to the reach from both the north and south. The structures will attenuate and
disperse flows as the existing ditches enter the proposed easement.
Reach 3a
Priority Level I restoration was performed on Reach 3a.The restoration approach on this reach included
relocating the channel on either side of its current location to follow the natural valley and removing
the adjacent roadbed to allow continuous access to the floodplain. Two existing 36" CMP culvert
crossings were located along this reach. Each culvert was removed and replaced in-line with the
proposed stream to allow the landowners to access portions of their respective properties to the west of
the project site. Reach 3a now flows in a northwesterly direction until it reaches a property line.At this
point, the existing ditch that continued to flow in a northerly direction was plugged and a diversion
structure was installed. The structure is designed to pass 100 percent of baseflow and small storms
through the project, and divert up to 70 percent of storms larger than the 25-yr storm to the existing
ditch and offsite. See Section 7.3.1.1 (Stream Hydrologic Analysis) for hydraulic analysis details.
Just downstream of the diversion structure, the channel was relocated south of several turkey houses,
and now flows in a westerly direction as Reach 3b. The network of ditches surrounding the turkey
houses appear to cross a small ridge, directing flow away from the project area. An additional culvert
crossing was constructed where flow will be diverted to the west at the turkey houses. Priority I
restoration is appropriate for this channel because it is the only mitigation approach that addresses bed
and bank instability, establishes a forested riparian buffer, and significantly enhances aquatic habitat.
Diffuse flow structures were constructed where existing agricultural ditches enter the easement area.
The diversion structure was constructed at the downstream end of Reach 3a to alleviate and prevent
flooding caused by rerouting flow and increased drainage areas,to provide continued flow through the
existing ditch for storms larger than bankfull (design) events, and to reduce impacts from proposed
grading activities. Per discussions with Mr. Lanier(owner of parcel northwest of proposed structure),
larger storm events overtop the existing ditch flowing to the north. This flooding may be attributed to
inefficiencies with existing structures and ditch alignments in conjunction with low gradients. The
culvert associated with the gravel access road that leads from Ludie Brown Road to the turkey houses
outlets perpendicular to the receiving ditch that flows to the northeast and under Ludie Brown Road.
This ditch continues to the northeast and crosses Route 111, where it flows to the north into Muddy
Creek. By diverting up to 70 percent of higher flows through the existing ditch and offsite, existing
flooding issues will be reduced adjacent to the turkey houses. This diversion also decreases potential
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
flooding impacts that would occur if 100 percent of storm events were passed through the proposed
channel, Reach 3b. There are several residential parcels within zero to 200 feet of the proposed
easement along Reach 3b.Because the topography is very flat through this area,the flooding associated
with the majority of storm events greater than bankfull would negatively impact these parcels.
Finally,by diverting a percentage of the proposed higher flows, flooding impacts will also be reduced
along Reaches 5a and 5b and at the existing HWY 41 culvert at the downstream end of the project.
Currently, agricultural fields are present along the north side of Reach 5a. By reducing high flows,the
flooding extent and duration will be reduced; thus,preventing adverse impacts to crops. If 100 percent
of higher storm events were allowed to pass through the project, significant grading would be required
to cut floodplain terraces/benches to relieve flooding of the adjacent agricultural fields.
Approximately 1,611 LF of the existing ditch that flows to the north from the Reach 3a/3b diversion
structure will be impacted(dewatered).This length includes the segment of the ditch from the diversion
structure downstream to the Muddy Creek floodplain.The channel impacts resulting from the proposed
channel relocation will be addressed in the ensuing NWP application.
Reach 3b
Priority Level I restoration was performed on Reach 3b.The restoration approach on this reach included
relocating the channel in a westerly direction through an open pasture. The pasture area has been
extensively modified and substantial grading was required. The design then moves the channel to a
historic drainage way as observed on LiDAR and historical aerial photographs. The flow path is now
connected to a small relic channel identified in the forested area west of the pasture. Subsequent
topographic survey confirmed positive drainage along the relic channel which follows a low-lying
feature observed on LiDAR. The restoration approach included some minor grading to enlarge the
existing channel and to create a diverse bed habitat by constructing pools. Log grade control structures
were installed at the confluence with Reach 3c and at the connection to the relic channel. Small,
mechanical equipment and hand tools were used to minimize damage to the existing forested buffer.A
livestock protected culvert crossing was constructed near the existing pasture along an existing farm
path to allow the landowner uninterrupted access to his property.
Reach 3c
Enhancement I was performed on Reach 3c as it flows through a forested area downstream from Reach
3b to Reach 3 of the Muddy Run Stream Mitigation Project. A grade control structure was installed at
the upstream end to stabilize the transition from an existing agricultural ditch to the stable channel. A
crossing was constructed along the upper section to allow the landowner access to both sides of his
property. Enhancement activities included removing portions of existing spoil piles located along top
of banks, cutting floodplain benches and laying back banks, and installing woody debris habitat
structures. Diffuse flow structures were also constructed at the downstream limit where existing
agricultural ditches enter the easement area. Invasive species management was performed throughout
the buffer, and any bare or disturbed areas were planted with native riparian vegetation.
Reach 4
Priority 1 restoration was performed on the downstream end of Reach 4 as it flows through a forested
area below a ditch draining an agricultural field.A grade control structure was installed at the upstream
end to transition from the existing ditch to a stable channel. The lower section of the reach was
constructed into an E-type channel before its confluence with Reach 3a. Invasive species management
Resource Environmental Solutions,LLC

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
was performed throughout the buffer,and any bare or disturbed areas were planted with native riparian
vegetation.
Reach 5a
Priority Level I restoration was performed on Reach 5a. The channel was relocated north of its current
location into the adjacent agricultural field. The existing ditch was backfilled and plugged at any
locations that may cross the proposed channel. The upstream end of the reach ties into Reach 1C of the
Muddy Run Stream Mitigation Project.The single-thread channel flows through proposed wetland WB
beginning approximately 300 feet downstream of the Muddy Run project.A CMP culvert crossing was
installed in-line with the proposed design near the middle of the reach to allow the landowners access
to the adjacent parcels. Priority I restoration is appropriate for this channel because it is the only
mitigation approach that addresses bed and bank instability, establishes a forested riparian buffer, and
significantly enhances aquatic habitat.
Reach 5b
Enhancement Level II was performed on Reach 5b. Several log grade controls and woody debris
structures were installed along the bed to increase aquatic habitat and bed diversity. The right bank
along the reach was laid back and spoil piles along the tops of banks were removed using small
equipment to minimize impacts to the existing buffer. Additionally,invasive species management was
performed throughout the buffer, and any bare or disturbed areas were planted with native riparian
vegetation.
Reach 6
Enhancement Level II was performed on the downstream section of Reach 6 (STA 9+02 to STA
12+19). The right and left banks were laid back, and the channel was backfilled using spoil located
adjacent to the channel such that positive drainage is maintained throughout the reach down to the
confluence with Reach 5a. Invasive species management was performed throughout the buffer where
enhancement took place, and any bare or disturbed areas were planted with native riparian vegetation.
A 50-foot-wide buffer was provided along the upper section of Reach 6 (STA 0+00 to STA 9+02);
however,no enhancement activities were performed through this section other than filling portions of
the channel. This additional easement was provided to account for any hydrologic impacts that may
occur as a result of the proposed enhancement activities.
1.4 Project History,Contacts and Attribute Data
1.4.1 Project History
The Site was restored by Environmental Banc&Exchange,LLC(EBX)through a full-delivery contract
awarded by NCDMS in 2011. EBX was acquired by Resource Environmental Solutions, LLC (RES)
in 2014 and now oversees the project tasks. Tables 2, 3, and 4 in Appendix A provide a time sequence
and information pertaining to the project activities,history,contacts, and baseline information.
1.4.2 Project Watersheds
The easement totals 37.6 acres and is broken into nine reaches.Reach 1 has a drainage area of 68 acres;
it begins at the start of the restoration project(STA 0+00)and extends west to STA 4+48. Reach 2 has
a drainage area of 114 acres; it begins at STA 0+00 and extends to STA 19+14.Reach 3a(Sta. 0+00 to
37+23)begins at the confluence of Reaches 1 and 2 and has a drainage area of 227 acres. Reach 3b has
a drainage area of 333 acres and flows west into Reach 3c;it begins at STA 37+23 and extends to STA
57+92. Reach 3c has a drainage area of 370 acres extending north to south and flows into Reach 3 of
the Muddy Run project; it begins at STA 57+92 and extends to STA 65+30. Reach 4 has a drainage
area of 46 acres and flows from the east into Reach 3a;it begins at STA 0+44 and extends to STA STA
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2+17. Reach 5a begins at the downstream limit of the Muddy Run project, flows into Reach 5b, and
has a drainage area of 774 acres; it begins at STA 0+00 and extends to STA 19+59. Reach 5b has a
drainage area of 908 acres; it starts at STA 19+59 and extends to STA 23+68. Reach 6 has a drainage
area of 318 acres and flows from the south into Reach 5a; it starts at STA 9+02 and extends to STA
12+19 (Figure 2). The land use in the project watershed is approximately 38 percent cultivated, 32
percent evergreen forest, 15 percent shrub/scrub, 6 percent bottomland forest/hardwood swamp, 5
percent mixed forest,2 percent developed, and 2 percent managed herbaceous cover.
2 Success Criteria
The success criteria for the Site stream restoration was assembled from the NCDMS Monitoring
Requirements and Performance Standards Guidance for Stream and-or Wetland Mitigation
(11/07/2011). Specific success criteria components are presented below.
2.1 Stream Restoration
2.1.1 Bankfull Events
Two bankfull flow events must be documented within the seven-year monitoring period. The two
bankfull events must occur in separate years. Otherwise,the stream monitoring will continue until two
bankfull events have been documented in separate years. Bankfull events will be documented using
stage recorders,photographs, and visual assessments for evidence of debris rack lines.
2.1.2 Cross Sections
There should be little change in as-built cross-sections. If changes do take place, they should be
evaluated to determine if they represent a movement toward a less stable condition(for example down-
cutting or erosion), or are minor changes that represent an increase in stability (for example settling,
vegetative changes, deposition along the banks, or decrease in width/depth ratio). Cross-sections are
classified using the Rosgen stream classification method, and all monitored cross-sections should fall
within the quantitative parameters defined for channels of the design stream type.
2.1.3 Digital Image Stations
Digital images are used to subjectively evaluate channel aggradation or degradation, bank erosion,
success of riparian vegetation, and effectiveness of erosion control measures. Longitudinal images
should not indicate the absence of developing bars within the channel or an excessive increase in
channel depth. Lateral images should not indicate excessive erosion or continuing degradation of the
banks over time. A series of images over time should indicate successional maturation of riparian
vegetation.
2.2 Wetland Restoration
At the time of the development of mitigation plan, the NRCS did not have a current WETs table for
Duplin County upon which to base a normal rainfall amount and average growing season. The closest
comparable data was determined to be from Sampson County.The growing season for Sampson County
is 242 days long, extending from March 17 to November 14, and is based on a daily minimum
temperature greater than 28 degrees Fahrenheit occurring in five of ten years.
Because of the surface roughing and shallow depressions, a range of hydroperiods are expected. The
water balance indicates that the site will have a positive water balance in the early part of the growing
season for four to five weeks, on average. The hydrology success criterion for the site is to restore the
water table at the Site so that it will remain continuously within 12 inches of the soil surface for at least
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
nine percent of the growing season(approximately 22 days)at each groundwater gauge location during
normal rainfall years. Overbank flooding events will provide additional inputs that may extend the
hydroperiod in some years.
Gauge data will be compared to reference wetland well data in growing seasons with less than normal
rainfall. In periods of low rainfall, if a restoration gauge hydroperiod exceeds the reference gauge
hydroperiod, and both exceed five percent of the growing season, then the gauge will be deemed
successful. If a gauge location fails to meet these success criteria in the seven-year monitoring period,
then monitoring may be extended, remedial actions may be undertaken, or the limits of wetland
restoration will be determined.
2.3 Vegetation
Specific and measurable success criteria for plant density within the riparian buffers on the site will
follow NCDMS Guidance. Vegetation monitoring plots are 0.02 acres in size, and cover greater than
two percent of the planted area.Vegetation monitoring will occur annually in the fall of each year. The
interim measures of vegetative success for the site will be the survival of at least 320 three-year-old
trees per acre at the end of Year 3, 260 trees per acre at the end of Year 5, and the final vegetative
success criteria will be 210 trees per acre at the end of Year 7. Invasive species on the site will be
monitored and treated if necessary throughout the required vegetation monitoring period.
2.4 Scheduling/Reporting
The monitoring program will be implemented to document system development and progress toward
achieving the success criteria. The restored stream morphology will be assessed to determine the
success of the mitigation. The monitoring program will be undertaken for seven years or until the final
success criteria are achieved,whichever is longer.
Monitoring reports will be prepared in the fall of each year of monitoring and submitted to NCDMS.
The monitoring reports will include all information, and will be in the format required by NCDMS in
Version 2.0 of the NCDMS Monitoring Report Template.
3 MONITORING PLAN
Annual monitoring data will be reported using the NCDMS monitoring template. Annual monitoring
shall be conducted for stream,wetland, and vegetation monitoring parameters as noted below.
3.1 Stream Restoration
3.1.1 As-Built Survey
An as-built survey was conducted following construction to document channel size, condition, and
location. The survey included a complete profile of thalweg, water surface, bankfull, and top of bank
to compare with future geomorphic data. Longitudinal profiles will not be required in annual
monitoring reports unless requested by NCDMS or USACE.
3.1.2 Bankfull Events
Four sets of continuous stage recorders were installed on the site, one along Reach 2, one along Reach
3a, one along Reach 3b, and one along Reach 5a. The stage recorders are made up of an auto logging
flow gauge and a manual crest gauge. Auto logging flow gauges were installed within the channel and
continuously record water level conditions at an hourly interval.Manual crest gauges were installed on
the bank at bankfull elevation and record bankfull height using ground cork. Crest gauges are checked
Resource Environmental Solutions,LLC 9

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
during each site visit to determine if a bankfull event has occurred since the last site visit. The auto
logging flow gauges are used to record the bankfull readings that the manual crest gauges miss. Crest
gauge readings and debris rack lines are photographed to document evidence of bankfull events.
3.1.3 Cross Sections
A total of 59 permanent cross sections were installed to monitor channel dimensions and stability.Four
cross sections were installed along Reach 1 and ten cross sections were installed along Reach 2. There
were 21 cross sections (nine runs,nine pools, and three riffles) installed along Reach 3A and six cross
sections installed along Reach 3B. Four cross sections were installed along Reach 3C and two cross
sections were installed along Reach 4.Reach 5A had eight cross sections installed,while Reach 5B and
6 each had two cross sections installed. Cross sections were typically located at representative shallow
and pool sections along each stream reach. Each cross section was permanently marked with 3/8 rebar
pin to establish a monument location at each end.A marker pole was also installed at both ends of each
cross section to allow ease locating during monitoring activities. Cross section surveys will be
performed in monitoring years 1, 2, 3, 5, and 7 and will include all breaks in slope including top of
bank,bottom of bank, streambed, edge of water, and thalweg. Cross sections 52-55 were monitored in
Year 6 to provide additional data after the repair of this reach in Year 3.
3.1.4 Digital Image Stations
Digital photographs will be taken at least once a year to visually document stream and vegetation
conditions. This monitoring practice will continue for seven years following construction and planting.
Permanent photo point locations at cross sections and vegetation plots have been established so that the
same directional view and location may be repeated each monitoring year.Monitoring photographs will
also be used to document any stream and vegetation problematic areas such as erosion,stream and bank
instability, easement encroachment and vegetation damage.
3.1.5 Bank Pin Arrays
Twenty bank pin arrays have been installed at cross sections located on meander pools.These bank pin
arrays were installed along the upstream and downstream third of the meander. Bank pins are a
minimum of three feet long, and have been installed just above the water surface and every two feet
above the lowest pin. Bank pin exposure will be recorded at each monitoring event, and the exposed
pin will be driven flush with the bank.
3.1.6 Visual Assessment Monitoring
Visual monitoring of all mitigation areas will be conducted a minimum of twice per monitoring year
by qualified individuals.The visual assessments will include vegetation density,vigor,invasive species,
and easement encroachments. Visual assessments of stream stability will include a complete stream
walk and structure inspection. Digital images will be taken at fixed representative locations to record
each monitoring event as well as any noted problem areas or areas of concern. Results of visual
monitoring will be presented in a plan view exhibit with a brief description of problem areas and digital
images. Photographs will be used to subjectively evaluate channel aggradation or degradation, bank
erosion, success of riparian vegetation, and effectiveness of erosion control measures. Longitudinal
photos should indicate the absence of developing bars within the channel or an excessive increase in
channel depth. Lateral photos should not indicate excessive erosion or continuing degradation of the
banks over time. A series of photos over time should indicate successional maturation of riparian
vegetation.
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Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
3.1.7 Surface Flow
Headwater valley restoration areas will be monitored to document intermittent or seasonal surface flow.
This will be accomplished through direct observation, photo documentation of hydrology conditions,
and dye tests if necessary.
3.2 Vegetation
A total of 28 vegetation plots were randomly established within the planted stream riparian buffer
easement.Each vegetation plot measures 22 feet by 40 feet(0.02 acres)and has all four corners marked
with PVC posts.Planted woody vegetation was assessed within each plot to establish a baseline dataset.
Within each vegetation plot, each planted stem was identified for species, "X"and"Y"origin located,
and measured for height. Reference digital photographs were also captured to document baseline
conditions. Species composition, density, growth patterns, damaged stems, and survival ratios will be
measured and reported on an annual basis. Vegetation plot data will be reported for each plot as well
as an overall site average.
3.3 Wetland Hydrology
Wetland hydrology will be monitored to document hydric conditions in the wetland restoration areas.
Seven automatic recording pressure transducer gauges were installed in representative locations across
the restoration areas and an additional three gauges were installed in reference wetlands. The gauges
will be downloaded quarterly and wetland hydroperiods will be calculated during the growing
season. Gauge installation followed current regulatory and NCDMS guidance. Visual observations of
primary and secondary wetland hydrology indicators will also be recorded during quarterly site visits.
4 MAINTENANCE AND CONTINGENCY PLAN
All identified problematic areas or areas of concern such as stream bank erosion/instability,
aggradation/degradation,lack of targeted vegetation,and invasive/exotic species which prevent the site
from meeting performance success criteria will be evaluated on a case by case basis. These areas will
be documented and remedial actions will be discussed amongst NCDMS staff to determine a plan of
action. If it is determined remedial action is required, a plan will be provided.
4.1 Stream
During the Year 7 monitoring activities, no stream problem areas were documented. The series of
beaver dams on Reach 5A, that were reported in previous years, were removed in 2019. No signs of
beavers were observed during the November 2020 monitoring event. Additionally, the MY3 repair
reach,Reach 5a,has remained stable throughout the remainder of the monitoring period.
4.2 Vegetation
Vegetation problem areas in MY7 included invasive species,overgrown pines, encroachment,and low
stem density areas. Invasive species were treated in October 2020 and will be treated again prior to
close-out. Invasive species treatment includes cutting and stump spraying large Chinese privet stems
and foliar spraying smaller/re-sprouted Chinese privet plants. The majority of the invasive species
treatment took place along Reach 2 and Reach 3a.There were three methods of pine thinning performed
in three separate areas on site. Along Reach 1 stump cut was used to cut pine trees down (Photo 6 -
0.28 acres), along Reach 3b the area was mulched with a skid-steerer(Photo 2 -0.23 acres), and along
Reach 5a the pine trees were girdled (0.25 acres). The areas along Reach 1 and Reach 3b required
supplemental plantings which were performed in January 2021 and consisted of 160 3-gallon trees
(sycamore, river birch, willow oak, and overcup oak). The two encroachment areas on Reach 3 were
caused by missing easement poles and mowing which were repaired in January 2021 (Photos 3 and 4).
Resource Environmental Solutions,LLC 11

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
These areas total about 0.13 acres and were planted with 60 3-gallon trees (sycamore, river birch,
willow oak,and overcup oak). The other encroachment area,Reach 5a,was an area where ATVs were
cutting across the easement (Photo 3). This area (0.03 acres) was repaired and replanted in January
2021 (15 3-gallon sycamore, river birch, willow oak, and overcup oak). As of March 2021, no further
encroachment has occurred. Additionally, there was a low stem density area where the fire plow went
through the easement in 2019 along Reach 5b (Photo 1). This area totaled 0.06 acres and was planted
with container trees in January 2021 (30 3-gallon sycamore,river birch,willow oak, and overcup oak).
4.3 Wetlands
No wetland problem areas were noted during the Year 7 monitoring period. All pressure transducers
were replaced prior to the 2019 growing season.
5 YEAR 7 MONITORING CONDITIONS (MY7)
The Muddy Run II Year 7 Monitoring activities were completed in May, June, and November 2020.
All Year 7 monitoring data is presented below and in the appendices. The Site met all stream,
vegetation, and wetland interim success criteria and is recommended for close-out.
5.1 Year 7 Monitoring Data Collection
5.1.1 Morphological State of the Channel
Morphological stream data was only collected at all cross sections in MY7 Appendix D includes the
cross-section plots and morphological parameters for this year.
Profile
The baseline (MY-0) profiles closely matched the proposed design profiles. The plotted longitudinal
profiles can be found on the As-Built Drawings. Longitudinal profiles will not be performed in annual
monitoring reports unless requested by NCDMS or USACE. Morphological summary data tables can
be found in Appendix D.
Dimension
The Year 7 cross sectional dimensions closely match the Year 5 cross section parameters. Starting in
Year 6,Bank Height Ratio (BHR)was calculated on riffles using the baseline bankfull cross sectional
area.With a fixed cross-sectional area(based on the baseline data),minor changes in channel dimension
corresponds with slight changes in bankfull stage. Therefore, the new bankfull stage is used to more
accurately calculate current BHRs and entrenchment ratios(ER).None of the restoration cross sections
exceeded a 1.2 BHR.All cross-section plots and data tables can be found in Appendix D.
Sediment Transport
The Year 7 conditions show that shear stress and velocities have been reduced for all six restoration
reaches. Pre-construction conditions documented all six reaches as sand bed channels and remain
classified as sand bed channels post-construction.Visual assessments(Appendix B)show the channels
are transporting sediment as designed and will continue to be monitored for aggradation and
degradation.
Bank Pin Arrays
Ten pool cross section locations with bank pin arrays were observed and measured for bank erosion
located on the outside meander bends.If bank pin exposure was noticeable,it was measured,recorded,
photographed, and then driven flush with the bank at each monitoring location. No bank pin array
Resource Environmental Solutions,LLC 12

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
locations had measurable readings during annual Year 7 monitoring activities. Bank pin array data
tables can be found in Appendix D.
5.1.2 Vegetation
The Year 7 monitoring vegetation survey was completed in November 2020 and resulted in an average
of 596 planted stems per acre,well above the interim survival density of 210 stems per acre at the end
of Year 7 monitoring. The average stems per vegetation plot was 12 planted stems. The minimum
planted stems per plot was 6 stems and the maximum was 20 stems per plot. The average planted stem
height was 13 feet. Volunteer tree species were noted throughout the site during MY7 activities.
Vegetation summary data tables and plot photos can be found in Appendix C.
5.1.3 Photo Documentation
Permanent photo point locations have been established at cross sections, vegetation plots, stream
crossings, and stream structures by RES staff. Any additional problem areas or areas of concern will
also be documented with a digital photograph during monitoring activities. Stream digital photographs
can be found in Appendix B and Appendix C for vegetation photos.
5.1.4 Stream Hydrology
Four sets of continuous stage recorders were installed on the site, one along Reach 2, one along Reach
3a,one along Reach 3b,and one along Reach 5b. Two of the four stage recorders documented bankfull
events during the Year 7 monitoring period.Stage Recorder 1,which is located on Reach 2,documented
6 bankfull events during MY7 with a highest reading of 0.94 feet. Stage Recorder 4(Reach 5b)logged
16 bankfull events during MY7 with a reading of 3.20 feet above bankfull elevation. Stage Recorders
2 and 3 did not detect bankfull events in MY7 due to failed HOBOS. Stage recorder summary data and
photo documentation of the bankfull events can be found in Appendix D.
5.1.5 Wetland Hydrology
Seven of the seven wetland restoration gauges achieved the success criteria by remaining continuously
within 12 inches of the soil surface for at least nine percent of the growing season. Groundwater gauge
data indicates the hydroperiods being very responsive to rainfall events.Of the three reference wetlands
gauges,only one(RAW2)did not meet success criteria in MY7.All pressure transducers were replaced
prior to the 2019 growing season. Wetland gauge and rainfall data is presented in Appendix D.
Resource Environmental Solutions,LLC 13

Muddy Run II Stream and Wetland Restoration•USGS HUC 03030007
Year 7 Monitoring Report•Duplin County,North Carolina•March 2021
6 REFERENCES
Chow,Ven Te. 1959. Open-Channel Hydraulics,McGraw-Hill,New York.
Cowardin,L.M.,V. Carter,F.C. Golet and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Office of Biological
Services,FWS/OBS-79/31. U.S. Depanituent of the Interior,Washington, DC.
Environmental Banc&Exchange(2012). Muddy Run Stream Restoration Project Final Mitigation
Plan.North Carolina Ecosystems Enhancement Program,Raleigh,NC.
Horton,J. Wright Jr. and Victor A. Zullo. 1991. The Geology of the Carolinas, Carolina Geological
Society Fiftieth Anniversary Volume. The University of Tennessee Press. Knoxville,TN.
Johnson PA. 2006.Assessing stream channel stability at bridges in physiographic regions.U.S.
Department of Transportation. Federal Highway Administration. Report Number FHWA-HRT-05-
072.
Krstolic,J.L., and Chaplin, J.J. 2007. Bankfull regional curves for streams in the non-urban,non-tidal
Coastal Plain Physiographic Province,Virginia and Maryland: U.S. Geological Survey Scientific
Investigations Report 2007-5162,48 p.
LeGrand,H.E.,Jr. and S.P. Hall, eds. 1999.Natural Heritage Program List of the Rare Animal
Species of North Carolina.North Carolina Natural Heritage Program,Division of Parks and
Recreation,North Carolina Department of Environment and Natural Resources. Raleigh,North
Carolina.
Natural Resources Conservation Service (NRCS). 2007. Stream Restoration Design Handbook(NEH
654),USDA
NCDENR. "Water Quality Stream Classifications for Streams in North Carolina."Water Quality
Section.http://h2o.enr.state.nc.us/wghome/html(June 2005).
Radford,A.E.,H.E.Ahles and F.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. The
University of North Carolina Press, Chapel Hill,North Carolina.
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,NCDENR,Raleigh,NC.
Sweet,William V. and Jens W. Geratz. 2003. Bankfull Hydraulic Geometry Relationships and
Recurrence Intervals for North Carolina's Coastal Plain. J. of the American Water Resources
Association(JAWRA) 39(4):861-871.
Tweedy,K. A Methodology for Predicting Channel Form in Coastal Plain Headwater Systems.
Stream Restoration in the Southeast: Advancing the Science and Practice,November 2008,Asheville,
NC.Unpublished Conference Paper,2008.
http://www.bae.ncsu.edu/programs/extension/wqg/srp/2008conference/tweedy paper.pdf
Resource Environmental Solutions,LLC 14

Appendix A
Project Background Data and Maps
Table 1. Project Components and Mitigation Credits
Table 2. Project Activity and reporting History
Table 3. Project Contacts
Table 4. Project Information and Attributes
Figure 1. Project Vicinity Map
Figure 2. Project USGS Map

Appendix A. General Tables and Figures
Table 1 Project Components and Mitigation Credits
Monitoring Report Year 7
Table 1. Project Components and Mitigation
Credits
Mitigation Credits
Nitrogen Phosphorous
Stream Riparian Wetland Non-riparian Wetland Buffer Nutrient Offset Nutrient Offset
Type R RE R RE R RE
Totals 10,726 4.92 N/A N/A N/A N/A N/A N/A
Project Components
Restoration-or- Restoration
As-Built Existing Approach Restoration Footage or
Project Component-or-Reach ID Stationing/Location(LF) Footage/Acreage (PI,PII etc.) Equivalent Acreage Mitigation Ratio
Reach 1 0+00—4+48 438 HWV Restoration 398 1 : 1
Reach 2 0+00—5+04 504 HWV Restoration 504 1 : 1
Reach 2 5+04—19+14 1,223 P1 Restoration 1,410 1 : 1
Reach 3A 0+00—37+23 3,301 P1 Restoration 3,586 1 : 1
Reach 3B** 37+23—57+92 NA P1 Restoration 1,966 1 : 1
Reach 3C 57+92—65+30 737 Enh.I Rest.Equivalent 708 1 : 1.5
Reach 4 0+44—2+17 120 P1 Restoration 173 1 : 1
Reach 5A 0+00—19+59 1,602 P1 Restoration 1,926 1 : 1
Reach 5B 19+59—23+68 401 Enh.II Rest.Equivalent 409 1 :2.5
Reach 6* 9+02—12+19 317 Enh.II Rest.Equivalent 318 1 :2.5
Component Summation
Restoration Level Stream Riparian Wetland Non-riparian Wetland Buffer Upland
(linear feet) (acres) (acres) (square feet) (acres)
Riverine Non-Riverine
Restoration 9,061 4.92
Headwater Valley 902
Enhancement
Enhancement I 708
Enhancement II 727
Creation
Preservation
High Quality
Preservation
BMP
Element Location Purpose/Function Notes
BMP Elements
BR=Bioretention Cell;SF=Sand Filter;SW=Stormwater Wetland;WDP=Wet Detention Pond;DDP=Dry Detention Pond;FS=Filter Strip;S=Grassed
Swale;LS=Level Spreader;NI=Natural Infiltration Area;FB=Forested Buffer
*The upper portion of Reach 6(893 ft)and the side channel(307 ft)that confluences with it were given a 50 ft buffer and are included in the easement to account for hydrologic
impacts.No credit was generated from these channels.
**13 linear feet lost due to powerline ROW

Table 2. Project Activity and Reporting History
Project Activity and Reporting History
Muddy Run II Stream and Wetland Restoration/NCDMS Project#95354
Data Collection Completion or
Activity or Report Complete Delivery
Mitigation Plan _ NA January 2014
Final Design—Construction Plans NA March 2014
Construction Completed _ NA May 2014
Site Planting Completed NA May 2014
Baseline Monitoring Document(Year 0 Monitoring—baseline) June 2014 _ August 2014 _
Year 1 Monitoring December 2014 December 2014
Year 2 Monitoring December 2015 February 2016
Adaptive Management Repair and Supplemental Replanting* --- April 2016
Invasive Species Control --- October 2016
Year 3 Monitoring November 2016 February 2017
Year 4 Monitoring November 2017 February 2018
Structure Repair and Addressing Bare Area/Encroachment --- June 2018
Year 5 Monitoring XS:June 2018 November 2018
VP: October 2018
Beaver Management --- February 2019
Year 6 Monitoring XS 52-55:July 2019 January 2020
VP: October 2019
Encroachment Repair --- August 2020
Pine and Invasive Species Treatment October 2020
Year 7 Monitoring XS:June 2020 November 2020
VP:November 2020
Encroachment Repair and Supplemental Planting* --- January 2021
*4,400 trees
*265 trees
Table 3. Project Contacts
Project Contacts Table
Muddy Run II Stream and Wetland Restoration/NCDMS Project#95354
Designer WK Dickson and Co.,Inc.
720 Corporate Center Drive
Raleigh,NC 27607
[phone]
Frasier Mullen,PE
Construction Contractor GP Jenkins
6566 HWY 55 W
Kinston,NC 28504
[phone]
Gary Jenkins
Planting Contractor H&J Forestry
Matt Hitch
Seeding Contractor Rain Services,Inc.
Lupe Cruz

Seed Mix Sources Green Resource
Nursery Stock Suppliers Arbogen
Full Delivery Provider Resource Environmental Solutions,LLC
3600 Glenwood Ave, Suite 100
Raleigh,NC 27612
[phone]
Project Manager: Brad Breslow
Monitoring Performers Resource Environmental Solutions,LLC
3600 Glenwood Ave, Suite 100
Raleigh,NC 27612
[phone]
Project Manager: Ryan Medric
Table 4. Project Information
Project Information
Project Name Muddy Run II Stream and Wetland Restoration
County Duplin
Project Area(acres) _ 37.6
Project Coordinates(latitude and longitude) 34.830843°N,-77.792838°W
Project Watershed Summary Information
Physiographic Province Coastal Plain
River Basin Cape Fear
USGS Hydrologic Unit 8- USGS Hydrologic
digit 03030007 Unit 14-digit 0303007060010
DWQ Sub-basin 03-06-22
Project Drainage Area(acres) 908
Project Drainage Area Percentage of Impervious Area <1%
CGIA Land Use Classification
Reach Summary Information
Parameters Reach 1 Reach 2 Reach 3a Reach 3b Reach 3c Reach 4 Reach 5a Reach 5b Reach 6
Length of Reach(linear feet) 398 1914 3586 1979 708 173 1926 409 318
Valley Classification
Drainage Area(acres) 68 114 227 333 370 46 774 908 77
NCDWQ Stream Identification 24.75 24.75 36.5 NA 40.5 32.0 35.5 37.5 20.75
NCDWQ Water Quality NA NA NA NA NA NA NA NA NA
Morphological Description(stream
Evolutionary Trend
Underlying Mapped Soils Rains Rains Goldsboro/ Goldsboro/ Goldsboro/ Goldsboro/ Goldsboro/ Goldsboro Goldsboro/
Rains Rains Rains Rains Rains Rains
Drainage Class
Soil Hydric Status Hydric Hydric Hydric Hydric Hydric Hydric Hydric Hydric Hydric
Slope 0.0043 0.0021 0.0016 0.0023 0.0022 0.0034 0.0024 0.0015 0.0024
FEMA Classification Zone X Zone X Zone X Zone X Zone X Zone X Zone X Zone X Zone X

Native Vegetation Community Coastal Plain Small Stream Swamp
Percent Composition of Exotic 0% 0% 0% I 0% I 0% I 0% 0% 0% I 0%
Wetland Summary Information
Parameters Wetland A Wetland B
Size of Wetland(acres) 3.60 1.32
Wetland Type(non-riparian,riparian riverine or riparian Riparian Riparian
Mapped Soil Series Goldsboro Rains
Drainage class Moderately Well Poorly
Soil lydric Status Yes Yes
Source of Hydrology Runoff/Overbank Flows Runoff/Overbank Flows
drologic impairment Ditched/Incised Channel Ditched/Incised Channel
Native vegetation community Cultivated Cultivated
Percent composition of exotic invasive vegetation NA NA
Regulatory Considerations
Regulation Applicable? Resolved? Supporting Documentation
Waters of the United States—Section 404 X X USACE NWP 27
Waters of the United States—Section 401 X X 401 Water Quality Cert.
Endangered Species Act X X USFWS(Con.Letter)
Historic Preservation Act X X SHPO(Con.Letter)
Coastal Zone Management Act(CZMA)/Coastal Area Management Act(CAMA) N/A N/A N/A
FEMA Floodplain Compliance
Essential Fisheries Habitat N/A N/A N/A

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Figure 2. - Proposed Streams
Ores USGS/VVatershed Map Waterbodies
Muddy Run II Mitigation Site
Muddy Run II Easement
0 1,000 2,000 4,000 I I Muddy Run Easement
Feet
1 inch=2,000 feet Drainage Area

Appendix B
Visual Assessment Data
Figure 3a-b. Current Conditions Plan View Map (CCPV)
Table 5. Visual Stream Morphology Stability .Assessment
Table 6 Vegetation Condition Assessment
Table 7. Stream Problem Areas
Table 8. Vegetation Problem Areas
Figure 4. Vegetation Photos
Figure 5. Stream and Vegetation Problem Photos

.— EncroachmentFigure 3a.°rpm + 0.07 acres Muddy Run II
�� — 1t���` Repaired 1/7/2021
.\....., . / `� Mitigation Site
• 0� O Current Conditions Map
► .
vor,043"..--- �`: 31 �P 1� , D u p l i n County, NC
* e_ ® 5 MY7 2020
ANY g:x .�� R W�i.� ...a+' .a• '- -VP 16 -
4.. 1 v. °v r fOlt •` :' REFAW2 Pine Thinning ,' rn
s 's �� (Mulching) N
( WA
- j 0.23 acres ; 28
r �, d„ ��;i/ 4 REFAW1 Replanted 1/7/2021 .M Encroachmentma
i�, sPr ,, .• �. • g.�1 str I —..- � ` 0.06 acres �y
Repaired 1/7/2021 �� 0 res
® VP 13
?', 0 REFAW3 w 0
si' VP N ''.
Low Stem Density 't =#a' o.7,as•*r' , i n�
I1* 0.06 acres Q _
Replanted 1/7/2021 \
, zom Legend
zidm Muddy Run II Easement
<13
004 CAS ,r Encroachment '-•-' -
(Driving Path) ;' _ /j :::::ton
Area
Repaired 1I7I2021 • , t v +� ���♦r ���
t i i..*
f y
i WO , ; , �. ., Vegetation Plot
.�
•, �;�,� e' f •,` - �" >210 stems/acre
e —� , Cross Sections
�. 1 /� Pine Thinning .. . t
F Y
•
4 +r ' 1EI
' , '.,a."" .«ro.,�„war. ,1 ti " %t 'ram: P1 Restoration
g)
iv
ijoic
I {� —___� =...sr - - - HWV Restoration
\ . 4.. I ICI '�� `��````
�� Enhancement I
^AW7®
�nac
,; ,. `rE ,` . , „Y_,,v. ,, '' s9�r. " AW6 �_ I II �... —� `♦♦ Enhancement II
? W,. t rr � 5 �- :s _ VP 24 �� j II '�� —,►�
♦
�� �WB '` II ___��� ♦ �\ - - - Channel - No Credit
ur28 4 if ' 'y Aw5 Rch a 0 - ��—� t-- . .. - .��.0 - .: ♦♦ \``____ • Muddy Run Easement
I r
- �` _Ji
Pine Thinning
lapll
• ri
° Low Stem Density
Encroachment
} S. .14:. :,P 1: sK.,,m,r .� • F., -.I ,„ P4 -,'•o-.,. .i?..tJ'i 6:9 ._:A.`...+{�•' '-i�1i9��':a.'v�iri" -.t :�""S:.-aY :'� 1
._
- r ‘ 1 �; Pre-Construction Channel
i7lit ii, Agricultural BMP
r��
r •
® Stage Recorder
r ` jr... o Reach Breaks
♦� --- Well Hydroperiod
r ♦♦ /
o
I 0 5-8%
,.
„; ; 0 250 500 Ftis
,�
y ---- Feet 1
moo- ro,. #...4.- ,: ,4°' Kl©C 71 Geographic Information 3 Analysis

-
VPY1`8 /�ef.
�29 ,�.i` • acil- - N Figure 3b.
33Reach, :°x Muddy Run II
ffi'-- 3b .y. 31 ...VP 17 AW3 ///
VP15 / Mitigation Site
30 Current Conditions Map
ti
VP16
N_ .` Duplin County, NC
\ z\ wa ®W1 : MY7 2020
cis 4A. _€ ® VP
VP14 , f
resis 4 !!
Ee
?{ ill 0
WEI
Legend
Aiminimpf
• r l Muddy Run II Easement
V / Wetland Restoration Area
J
= iq:. / Vegetation Plot
, e/ >210 stems/acre
mLow Stem Density
ram_ Y'_... _
, , . . Encroachment
:� ✓ Pine Thinning
t
��` P1 Restoration
at - HWV Restoration
•
� Invasive Treatment �© • Enhancement I
Enhancement II
��� 1 `��� • % - - - Channel - No Credit
—_____I
M X � Muddy Run Easement
• • Cross Sections
Pre-Construction Channel
` - ., 8 . i' e'er. U.a•` d O/ `'�
c�a � ma• Agricultural BMP' :
/ ® Stage Recorder
eo©ctz, t • , °
Invasive Treatment
4 �o _ 2 �r+, ® Reach Breaks
43 r. 9!tj
Pine Thinning ��� 441 ` n ,, F ` "`: • • Rain Gauge
(Stump Cut) , * . r
0.28 acres 0 ) , Well Hydroperiod
-. `_•,^., ..-f. :-" Replanted 1/7/2021
-- ., VPJ 9
1 ® 5-8%
0 250 500
Feet . . ..
mOgIAILITIF@eographic Information 3Analy i

Table 5a Visual Stream Morphology Stability Assessment
Reach ID Reach 1
Assessed Length 398
Footage Adjusted%
Number' Number with with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aegradation-Bar formation/growth sufficient to significantly deflect 0 0 100%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool
Condition 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100% L.
2.Bank 1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear 0 0 100% 0 0 100%
sustainable and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
3.Engineered
Structures 1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 4 4 100%
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 4 4 100%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 4 4 100%
Bank erosion within the structures extent of influence does not exceed
3.Bank Protection 15%.(See guidance for this table in EEP monitoring guidance 0 0 100%
document)
Pool forming structures maintaining-Max Pool Depth:Mean Bankfull o
4.Habitat Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. 0 0 100/o
i.
'Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5b Visual Stream Morphology Stability Assessment
Reach ID Reach 2
Assessed Length 1914
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank i1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 14 14 100%
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 13 13 100% I
2a.Piping Structures lacking any substantial flow underneath sills or arms. 14 14 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 0 0 100%
15%.(See guidance for this table in EEP monitoring guidance document)
4.Habitat Pool forming structures maintaining Max— Pool Depth:Mean Bankfull 1 1 100%
Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. MI 1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5c Visual Stream Morphology Stability Assessment
Reach ID Reach 3A
Assessed Length 3586
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank 11.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 21 21 100%
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 11 11 100% I
2a.Piping Structures lacking any substantial flow underneath sills or arms. 21 21 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 1 1 100%
15%.(See guidance for this table in EEP monitoring guidance document)
4.Habitat Pool forming structures maintaining Max— Pool Depth:Mean Bankfull 10 10 100%
Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. MI 1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5d Visual Stream Morphology Stability Assessment
Reach ID Reach 3B
Assessed Length 1979
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank i1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 17 17 100%
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 9 9 100% im
2a.Piping Structures lacking any substantial flow underneath sills or arms. 17 17 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 1 1 100%
15%.(See guidance for this table in EEP monitoring guidance document)
4.Habitat Pool forming structures maintaining Max— Pool Depth:Mean Bankfull 7 7 100%
Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. MI 1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5e Visual Stream Morphology Stability Assessment
Reach ID Reach 3C
Assessed Length 708
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank 11.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 5 5 1 00/o
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 3 3 100%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 5 5 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 0 0 100%
15%.(See guidance for this table in EEP monitoring guidance document)
Pool forming structures maintaining—Max Pool Depth:Mean Bankfull o
4.Habitat Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. 2 2 100/o
1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5f Visual Stream Morphology Stability Assessment
Reach ID Reach 4
Assessed Length 173
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank i1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 3 3 100%
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 2 2 100%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 3 3 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 0 0 100%
15%.(See guidance for this table in EEP monitoring guidance document)
Pool forming structures maintaining—Max Pool Depth:Mean Bankfull o
4.Habitat Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. 1 1 100/o
1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5g Visual Stream Morphology Stability Assessment
Reach ID Reach 5A
Assessed Length 1926
Footage Adjusted%
Number' Number with with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aegradation-Bar formation/growth sufficient to significantly deflect 0 0 100%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool
Condition 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100% L.
2.Bank 1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear 0 0 100% 0 0 100%
sustainable and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
3.Engineered
Structures 1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 22 22 100%
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 16 16 100%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 22 22 100%
Bank erosion within the structures extent of influence does not exceed
3.Bank Protection 15%.(See guidance for this table in EEP monitoring guidance 0 0 100%
document)
Pool forming structures maintaining-Max Pool Depth:Mean Bankfull o
4.Habitat Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. 6 6 100/o
i.
'Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5h Visual Stream Morphology Stability Assessment
Reach ID Reach 5B
Assessed Length 409
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank i1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 1 1 100%
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 1 1 100%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 1 1 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 0 0 100%
15%.(See guidance for this table in EEP monitoring guidance document)
Pool forming structures maintaining—Max Pool Depth:Mean Bankfull o
4.Habitat Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. 0 0 100/o
1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 5a Visual Stream Morphology Stability Assessment
Reach ID Reach 6
Assessed Length 318
Adjusted%
Number' Number with Footage with for
Major Stable, Total' Number of Amount of %Stable 2, Stabilizing Stabilizing Stabilizing
Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody
Category Sub-Category Metric as Intended As-built Segments Footage as Intended Vegetation Vegetation Vegetation
1.Bed 1.Vertical Stability 1. Aggradation-Bar formation/growth sufficient to significantly deflect 0 0 1 00%
(Riffle and Run units) flow laterally(not to include point bars)
2. Degradation-Evidence of downcutting 0 0 100%
2.Riffle Condition 1. Texture/Substrate-Riffle maintains coarser substrate NA NA 100%
3.Meander Pool 1. Depth Sufficient(Max Pool Depth:Mean Bankfull Depth>1.6) NA NA 100%
Condition
2. Length appropriate(>30%of centerline distance between tail of NA NA 100%
upstream riffle and head of downstrem riffle)
4.Thalweg Position 1.Thalweg centering at upstream of meander bend(Run) NA NA 100%
2.Thalweg centering at downstream of meander(Glide) NA NA 100%
2.Bank 11.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or 0 0 100% 0 0 100%
scour and erosion
Banks undercut/overhanging to the extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts that are modest,appear sustainable 0 0 100% 0 0 100%
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
■
3.Engineered °
1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 2 2 1 00/o
Structures
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 2 2 100%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 2 2 100%
3.Bank Protection Bank erosion within the structures extent of influence does not exceed 0 0 100%
15%.(See guidance for this table in EEP monitoring guidance document)
Pool forming structures maintaining—Max Pool Depth:Mean Bankfull o
4.Habitat Depth ratio>1.6 Rootwads/logs providing some cover at base-flow. 0 0 100/o
1 4
Bed-Coastal plain sand bed channels have a mobile bed along their entire length during geomorphically significant flows.Therefore,the number of shallows and pools,
bedform shape,and thalweg position will vary by monitoring event and are not suitable indicators of stability or function.
2 Percentage based on visual assessment of channel bed condition.

Table 6 Vegetation Condition Assessment
Planted Acreage' 17
Mapping CCPV Number of Combined %of Planted
Vegetation Category Definitions Threshold Depiction Polygons Acreage Acreage
1. Bare Areas Very limited cover of both woody and herbaceous material. 0.1 acres Red Lines 0 0.00 0.0%
2. Low Stem Density Areas Woody stem densities clearly below target levels based on MY3,4,or 5 stem count criteria. 0.1 acres Orange Lines 0 0.00 0.0%
Total 0 0.00 0.0%
3.Areas of Poor Growth Rates or Vigor Areas with woody stems of a size class that are obviously small given the monitoring year. 0.25 acres Orange Lines 0 0.00 0.0%
Cumulative Total 0 0.00 0.0%
Easement Acreage' 37.6
of
Mapping CCPV Number of Combined Easement
Vegetation Category Definitions Threshold Depiction Polygons Acreage Acreage
4.Invasive Areas of Concern" Areas or points(if too small to render as polygons at map scale). 1000 SF Yellow 0 0.00 0.0%
Crosshatch
I ■ I ■
5.Easement Encroachment Areas' Areas or points(if too small to render as polygons at map scale). none Red Lines 0 0.00 0.0%
1 =Enter the planted acreage within the easement. This number is calculated as the easement acreage minus any existing mature tree stands that were not subject to supplemental planting of the understory,the channel acreage,
crossings or any other elements not directly planted as part of the project effort.
2 =The acreage within the easement boundaries.
3=Encroachment may occur within or outside of planted areas and will therefore be calculated against the overall easement acreage. In the event a polygon is cataloged into items 1,2 or 3 in the table and is the result of encroachment,
the associated acreage should be tallied in the relevant item(i.e.,item 1,2 or 3)as well as a parallel tally in item 5.
4=Invasives may occur in or out of planted areas,but still within the easement and will therefore be calculated against the overall easement acreage. Invasives of concern/interest are listed below. The list of high concern spcies are
those with the potential to directly outcompete native,young,woody stems in the short-term(e.g.monitoring period or shortly thereafter)or affect the community structure for existing,more established tree/shrub stands over timeframes
that are slightly longer(e.g.1-2 decades). The low/moderate concern group are those species that generally do not have this capacity over the timeframes discussed and therefore are not expected to be mapped with regularity,but can
be mapped,if in the judgement of the observer their coverage,density or distribution is suppressing the viability,density,or growth of planted woody stems. Decisions as to whether remediation will be needed are based on the integration
of risk factors by EEP such as species present,their coverage,distribution relative to native biomass,and the practicality of treatment. For example,even modest amounts of Kudzu or Japanese Knotweed early in the projects history will
warrant control,but potentially large coverages of Microstegium in the herb layer will not likley trigger control because of the limited capacities to impact tree/shrub layers within the timeframes discussed and the potential impacts of
treating extensive amounts of ground cover. Those species with the"watch list"designator in gray shade are of interest as well,but have yet to be observed across the state with any frequency. Those in red italics are of particular
interest given their extreme risk/threat level for mapping as points where isolated specimens are found,particularly ealry in a projects monitoring history. However,areas of discreet,dense patches will of course be mapped as polygons.
The symbology scheme below was one that was found to be helpful for symbolzing invasives polygons,particulalry for situations where the conditon for an area is somewhere between isolated specimens and dense,discreet patches. In
any case,the point or polygon/area feature can be symbolized to describe things like high or low concern and species can be listed as a map inset,in legend items if the number of species are limited or in the narrative section of the
executive summary.

Table 7.Stream Problem Areas
Muddy Run II Stream and Wetland Restoration Project-Project#95354
Feature Issue Station#/Range Suspected Cause;Repair Photo Number
N/A N/A N/A N/A
Table 8.Vegetation Problem Areas
Muddy Run II Stream and Wetland Restoration Project-Project#95354
Feature Category Station Numbers Suspected Cause;Repair Photo Number
Low Stem Density RB Reach 5b Fire plow;Container tree planting(1/7/21) 1
Pine Thinning LB Reach 3b Pine thinning;Container tree planting(1/7/21) 2
Encroachment Top of Reach 5b Driving;Physical barrier&contact landowner 3
(1/7/21)
Encroachment Reach 3 Mowing;Physical barrier&planting(1/7/21) 4
Encroachment Reach 3 Mowing;Physical barrier&planting(1/7/21) 5
Pine Thinning Reach 1 Pine thinning;Container tree planting(1/7/21) 6

Figure 5. Stream and Vegetation Problem Area Photos
Stream Problem Area Photos
N/A
Vegetation Problem Areas Photos
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Vegetation Plot 27 (11/03/20) Vegetation Plot 28 (11/03/20)

Appendix C
Vegetation Plot Data
Table 9a. Planted Stem Count Summary
Table 9b. Planted Species Totals
Table 9c. Planted Stem Counts (Species by Plot)

Table 9a.Monitoring Year 7 Stem Count Summary
Baseline Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7
Planted Planted Planted Volunteers Planted Volunteers Planted Volunteers Planted Volunteers Planted Volunteers Planted Volunteers
Total Total Total
Stems Stems/Acre Stems/Acre Living Stems/Acre Living Total Stems/Acre Living Stems/Acre Total Stems/Acre Living Stems/Acre Total Stems/Acre Living Stems/Acre Stems/Acre Living Stems/Acre Stems/Acre Living Stems/Acre Stems/Acre
Vegetation Plot Planted Baseline Living Stems Year 1 Stems Year 2 Stems Year 2 Stems Year 3 Living Stems Year 3 Stems Year 3 Living Stems Year 4 Stems Year 5 Living Stems Year 5 Stems Year 6 Living Stems Year 6 Stems Year 7 Living Stems Year 7
1 16 800 16 800 0 0 I I 750 13 650 50 3150 13 650 186 9950 13 650 86 4950 12 600 2 700 9 450 0 450
2 17 850 14 700 0 0 — 550 I1 550 0 550 11 550 43 2700 11 550 9 1000 11 550 0 550 11 550 4 750
3 15 750 13 650 0 0 -- 550 I1 550 0 550 10 500 53 3150 9 450 6 I 750 9 450 4 650 9 450 6 750
4 14 700 12 600 0 0 -- 400 13 650 5 900 13 650 34 2350 13 650 6 950 13 650 0 650 12 600 2 700
5 16 800 12 600 0 0 -- 500 11 550 0 550 13 650 21 1700 13 650 2 750 13 650 6 950 13 650 33 2300
6 17 850 14 700 0 0 -- 650 13 650 0 650 13 650 7 1000 13 650 0 650 13 650 0 650 13 650 1 700
7 15 750 13 650 0 0 -- 600 12 600 0 600 12 600 0 600 12 600 0 600 12 600 0 600 12 600 0 600
8 16 800 14 700 0 0 -- 600 13 650 0 650 13 650 63 3800 1111 13 650 131 7200 13 650 6 950 12 600 6 900
9 17 _ 850 11 550 10 500 -- 500 17 850 0 850 13 650 7 1000 12 600 2 700 13 650 5 900 13 650 3 800
10 14 700 9 450 0 0 1 6 300 1 I 350 1 8 400 2 500 8 400 0 400 8 400 1 450 8 400 1 450
11 13 650 13 650 0 0 -- 550 11 550 0 550 12 600 19 1550 10 500 0 500 10 500 4 700 12 600 1 650
12 15 750 9 450 0 0 -- 550 13 650 0 650 13 650 3 800 13 650 0 650 13 650 0 650 13 650 15 1400
13 16 800 14 700 0 0 -- 650 14 700 0 700 13 650 16 1450 13 650 38 2550 13 650 2 750 13 650 4 850
14 14 700 10 500 0 0 -- 500 9 450 0 450 9 450 129 6900 9 450 23 1600 9 450 4 650 9 450 28 1850
15 15 750 13 650 13 650 5 IIII! 900 19 950 0 950 20 1000 65 4250 20 1000 12 1600 20 1000 7 1350 20 1000 0 1000
16 16 800 15 750 0 0 -- 700 12 600 0 600 12 600 71 4150 12 600 73 4250 12 600 I 650 12 600 28 2000
17 15 750 10 500 11 550 1 600 12 600 0 600 12 600 7 950 12 600 4 800 14 700 0 700 15 750 9 1200
18 14 700 14 700 13 650 1 700 14 700 0 700 14 700 71 4250 13 _ 650 45 2900 13 650 0 650 14 700 1 750
19 9 450 8 400 0 0 -- 550 13 650 0 650 9 450 168 8850 9 _ 450 48 28 9 450 10 ik. 950 9 450 23 1600
20 10 500 7 350 0 0 -- 250 8 400 1 450 8 400 76 4200 8 400 0 400 8 400 2 50 8 400 33 2050
21 18 900 16 800 15 750 -- 750 12 600 0 600 13 650 12 1250 13 650 4 856MMI 13 650 0 650 13 650 0 650
22 16 800 13 650 12 600 -- 600 I1 550 0 550 11 550 23 1700 11 550 18 1450 11 550 0 550 11 550 21 1600 _
23 13 650 11 550 12 600 -- 600 14 700 35 2450 14 700 60 3700 15 750 66 4050 15 750 12 1350 . 15 750 65 4000
24 17 850 11 550 8 400 -- 400 8 400 0 400 8 400 33 2050 8 400 39 2350 8 400 10 900 7 350 18 1250
25 16 800 12 600 11 550 -- 550 21 1050 0 1050 21 1050 4 1250 20 1000 0 1000 15 750 0 750 13 650 6 950
26 11 550 7 350 6 300 -- 300 20 1000 34 Illb 2700 du 18 900 64 4100 II 17 850 3 1000 15 750 11 1300 17 850 57 3700
27 19 950 17 850 16 800 -- 800 16 800 0 800 16 800 12 1400 16 800 7 I 1150 13 650 0 650 6 300 3 450
28 17 850 17 850 15 750 -- 750 14 700 0 700 15 750 68 4150 15 750 0 750 15 750 0 750 15 750 11 1300
Average 15.0 752 12.0 616 5.0 254 2 577 13.0 645 5 870 13.0 638 47 2989 13.0 627 22 1738 12.0 613 3 768 12.0 596 14 1273
Min 9 450 7 350 0 0 1 250 6 300 0 350 8 400 0 500 8 400 0 400 8 400 0 450 6 300 0 450
Max 19 950 17 850 16 800 5 900 21 1050 50 2700 21 1050 186 9950 20 1000 131 7200 20 1000 12 1350 20 1000 65 4000
*Calculations include volunteer species I
Plot Size=40 X 22 feet=0.020 Acres
Number Trees/Acres=#of Trees*50
Table 9b. Planted Species Totals
Total
pecies Common Name Planted
Trees-Bare Root
Taxodium distichum Bald Cypress 1,800
Fraxinus pennsylvanica Green Ash 1,900
Quercus lyrata Overcup Oak 1,800
Betula nigra River birch 1,800
Quercus michauxii Swamp Chestnut Oak 2,200
Nyssa bii lora _ Swamp Tupelo 2,000
Plantanus occidentalis American Sycamore 2,200
Quercus laurifolia Laurel Oak 1,800
Total 15,500
Live Stakes
Salix nigra Black Willow 3,000
Total 3,000

Table 9c.Planted Stem Counts(Species by Plot)
Vegetation Plot 1 Vegetation Plot 2 Vegetation Plot 3 Vegetation Plot 4 Vegetation Plot 5
Species Common Name MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7
Taxodium distichum Bald Cypress 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
_ Fraxinus pennsylvanica Green Ash _ _ 5 5 9 9 9 9 9 9 1 1 1 1 1 _ 1 1 _ 1 _
Quercus sp. Unknown Oak sp. 2 2 1 1 1 1
Quercus lyrata Overcup Oak 8 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 8 7 8 6 6 8 8 8
Betula nigra River birch 6 6 5 5 5 5 4 4 2 2 1 1 1 1 1 1 1
Quercus michauxii Swamp Chestnut Oak 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Nyssa biflora Swamp Tupelo 4 4 1 1 1 1 1 1 3 3 2 3 3 2 2 2 2 1 1 1 1 1 1
Plantanus occidentalis American Sycamore 1 1 0 1 1 1 1 3 3 2 3 2 2 2 2 5 5 2 2 2 2 2 2 1 1 1 1 1
Quercus laurifolia Laurel Oak 4 4 3 3 3 3 3 1 1 1 2 2
Quercus nigra Water Oak
Quercus phellos Willow Oak
Liriodendron tulipifera Tulip poplar
Species Count 5 5 5 5 5 5 5 4 5 3 3 3 3 3 3 3 6 6 4 4 4 4 4 4 5 4 4 4 4 4 4 3 7 6 5 6 7 6 6 6
Stem Count 16 16 12 13 13 13 12 9 17 _ 14 11 11 11 11 11 11 15 13 9 11 10 9 9 9 14 12 13 13 13 13 13 12 16 12 12 11 13 13 13 13
Stems per Acre 800 800 600 650 650 650 600 450 850 700 550 550 550 550 550 550 750 650 450 550 500 450 450 450 700 600 650 650 650 650 650 600 800 600 600 550 650 650 650 650
Vegetation Plot 6 Vegetation Plot 7 Vegetation Plot 8 Vegetation Plot 9 Vegetation Plot 10
Species Common Name MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
Taxodium distichum Bald Cypress 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1
Fraxinus pennsylvanica Green Ash 2 2 2 2 2 2 2 3 1 1 1 I
Quercus sp. Unknown Oak sp. 1 1 1
Quercus lyrata Overcup Oak 2 1 2 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 1 2 1 2 2 1 3 1 1 1 3 2 2 2 2 2 2 2
Betula nigra River birch 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 10 6 6 6 6 6 6 6 3 1 1 1 1 1 1 1
Quercus michauxii Swamp Chestnut Oak
Nyssa biflora Swamp Tupelo 1 1 3 3 2 2 2 2 2 2 4 2
Plantanus occidentalis American Sycamore 1 1 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 4 4 4 4 4 4 1 1 1 1 1 1 1 1
Quercus laurifolia laurel Oak 5 3 1 1 1 1 1 1 3 2 2 2 3 2 2 2 4 4 2 3 2 2 2 2 3 3 3 2 3 3 3 3
Quercus nigra Water Oak
Quercus phellos Willow Oak _
Liriodendron tulipifera Tulip poplar _
Species Count 5 5 5 5 5 5 5 5 6 5 4 4 4 4 4 4 6 5 5 5 5 5 5 5 4 3 3 5 4 3 4 4 5 5 4 4 5 5 5 5
Stem Count 17 14 13 14 13 13 13 13 15 13 12 12 12 12 12 12 16 14 12 13 13 13 13 12 17 11 12 17 13 12 13 13 14 9 7 6 8 8 8 8
Stems per Acre 850 700 650 700 650 650 650 650 750 650 600 600 600 600 600 600 800 700 600 650 650 650 650 600 850 550 600 850 650 600 650 650 700 450 350 300 400 400 400 400
Vegetation Plot 11 Vegetation Plot 12 Vegetation Plot 13 Vegetation Plot 14 Vegetation Plot 15
Species Common Name MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MVO MY1 MY2 MY3 MY4 MY5 MY6 MY7
Taxodium distichum Bald Cypress 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 4
Fraxinus pennsylvanica Green Ash 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1
Quercus sp. Unknown Oak sp. 2 1
Quercus lyrata Overcup Oak 1 1 1 1 2 2 5 5 5 5 5 5 _
Betula nigra River birch 1 1 I I I 1 1 1 3 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 1 1 1 2 2 2 2 2
Quercus michauxii Swamp Chestnut Oak 5 5 5 5 5 5 5 5 7 6 5 5 5 5 5 5 6 5 3 2 3 3 3 2
Nyssa biflora Swamp Tupelo 4 4 1 2 2 1 1 2 4 4 4 4 4 4 4 4 9 6 2 2 2 2 2 2 3 3 1 2 1 1 1 1
Plantanus occidentalis American Sycamore 1 1 1 1 1 1 1 1 2 1 2 2 2 2 2 2 1 1 1 1 1 1 1 1 8 7 8 8 8
Quercus laurifolia Laurel Oak 3 3 1 3 2 1_ 1 2 1
Quercus nigra Water Oak _
Quercus phellos Willow Oak 1 1_ 1 1 1 1 2 1 1 2 2 2
Liriodendron tulipifera Tulip poplar
Species Count 6 6 6 6 8 8 8 8 6 4 4 4 4 4 4 4 6 5 5 5 5 5 5 5 4 3 3 4 4 4 4 4 8 7 6 7 7 7 7 7
Stem Count 13 13 8 11 12 10 10 12 15 9 13 13 13 13 13 13 16 14 13 14 13 13 13 13 14 10 8 9 9 9 9 9 16 14 12 19 18 20 20 20
Stems per Acre 650 650 400 550 600 500 500 600 750 450 650 650 650 650 650 650 800 700 650 700 650 650 650 650 700 500 400 450 450 450 450 450 800 700 600 950 900 1000 1000 1000

Table 9c.Planted Stem Counts(Species by Plot)Continued
Vegetation Plot 16 Vegetation Plot 17 Vegetation Plot 18 Vegetation Plot 19 Vegetation Plot 20
Species Common Name MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
Taxodium distichum Bald Cypress _ _ 1 1 2 1 2 2 2 2
Fraxinus pennsylvanica Green Ash _ 6 6 7 6 7 7 7 7 1 1 2 2 2 2 2
Quercus sp. Unknown Oak sp. _ 1
Quercus lyrata Overcup Oak 4 1 1 1 4 4 3 3 4 4 4 4 4 4 1 1 3 1 3 3 3 3 1
Betula nigra River birch 6 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 1 1 1 1 1
Quercus michauxii Swamp Chestnut Oak 7 7 6 6 6 6 6 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 2 2 2 2 2 2
Nyssa biflora Swamp Tupelo 8 8 6 6 6 6 6 6 4 2 2 2 2 2 2 2 4 4 1 3 2 1 1 2 6 3 1
Plantanus occidentalis American Sycamore 3 3 4 4 4 4 3 4 5 5 0 5 2 _ 1
Quercus laurifolia Laurel Oak 1 _ 2
Quercus nigra Water Oak 1 1 1 1
Quercus phellos Willow Oak 2 2 2 2
Liriodendron tulipifera Tulip poplar _
Species Count 3 2 2 2 2 2 2 2 5 4 5 5 5 5 5 5 4 4 4 4 4 4 4 4 5 4 5 6 4 4 4 4 3 3 2 5 5 5 5 5
Stem Count 16 15 12 12 12 12 12 12 15 10 15 12 12 12 14 15 14 14 13 14 14 13 13 14 9 8 9 12 9 9 9 9 10 7 3 8 8 8 8 8
Stems per Acre 800 750 600 600 600 600 600 600 750 500 750 600 600 600 700 750 700 700 650 700 700 650 650 700 450 400 450 600 450 450 450 450 500 350 150 400 400 400 400 400
Vegetation Plot 21 Vegetation Plot 22 Vegetation Plot 23 Vegetation Plot 24 Vegetation Plot 25
Species Common Name MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7
Taxodium distichum Bald Cypress 2 3 3 3 3 3 3 8 8 8 8 8 8 8 8 2 2 2 3 3 3 3 3 1 1 4 4 4 _ 4 4
Fraxinus pennsylvanica Green Ash 6 6 5 4 5 5 _ 5 5 7 6 2 6 2 2 2 2 1 2 2 _ 1 2
Quercus sp. Unknown Oak sp. 1 1 1
Quercus lyrata Overcup Oak 3 4 2 3 2 2 2 2 1 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1
Betula nigra River birch 3 3 3 3 3 3 3 3 1 1 1 1 6 3 3 3 3 3 3 3 4 3 1 1 1 1 1
Quercus michauxii Swamp Chestnut Oak 2 2 2 2 2 2 2 2 1 1 1 1 5 4 2 2 1 2 2
Nyssa biflora Swamp Tupelo 3 2 2 2 3 3 2 3 3 3 3 2 6 5 0 0
Plantanus occidentalis American Sycamore 1 1 1 1 1 7 8 7 3 3
Quercus laurifolia Laurel Oak 4 1 1 1 1 1 5 2 0 2 1 3 2 3 3 3 3 6 3 1 1 1 1 1 1 1 5 2 2 2 2
Quercus nigra Water Oak 1 1 1
Quercus phellos Willow Oak 1
Liriodendron tulipifera Tulip poplar
Species Count 6 5 3 4 5 5 5 5 3 3 3 2 2 2 2 2 5 4 4 5 7 8 8 8 5 5 4 4 4 4 4 4 4 3 3 7 8 9 8 6
Stem Count 18 16 9 12 13 13 13 13 16 13 11 11 11 11 11 11 13 11 9 14 15 15 15 15 17 11 7 8 8 8 8 7 16 12 3 21 20 20 15 13
Stems per Acre 900 800 450 600 650 650 650 650 800 _ 650 550 550 550 550 _ 550 550 650 550 450 700 750 750 750 750 850 550 350 400 400 400 400 350 800 600 150 1050 1000 1000 750 650
Vegetation Plot 26 Vegetation Plot 27 Vegetation Plot 28
Species Common Name MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYO MY1 MY2 MY3 MY4 MY5 MY6 MY7
Taxodium distichum Bald Cypress
Fraxinus pennsylvanica Green Ash 4 4 4 4 4 9 9 3 9 9 9 8 3
Quercus sp. Unknown Oak sp. 4
Quercus lyrata Overcup Oak 4 4 3 5 4 3 3 3 1 4 4 4 4 4 4 4 4
Betula nigra River birch 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Quercus michauxii Swamp Chestnut Oak 2 2 3 3 3 3 3 3 1 1 0 1 1 1 _ 1 1 1 1 1 1 1 1
Nyssa biflora Swamp Tupelo 3 1
Plantanus occidentalis American Sycamore 1 1 1 1 1 1 1 1 1 1 1 1 1 7 7 6 6 6 6 6 6
Quercus laurifolia Laurel Oak 2 1 1 1 1 7 6 5 5 4 5 4 2 4 4 3 2 3 3 3 3
Quercus nigra Water Oak 1 1 1 1
Quercus phellos Willow Oak 1 1 1 1
Liriodendron tulipifera Tulip Poplar 2 2 1 2
Species Count 5 3 2 7 9 9 8 9 5 4 4 4 4 4 3 3 5 5 5 5 5 5 5 5
Stem Count 11 7 6 20 18 17 15 17 19 17 9 16 15 16 13 6 17 17 15 14 15 15 15 15
Stems per Acre 550 350 300 1000 900 850 750 850 950 850 450 800 750 800 650 300 850 850 750 700 750 750 750 750

Appendix D
Stream Geomorphology Data
Table 10. Morphological Parameters Summary Data
Table 11. Dimensional Morphology Summary— Cross Sections Data
Table 12. Bank Pin Array Summary Data
Cross Section Plots

Appendix D.Table 10-Morphological Paramters Summary Data
Project Name/Number:Muddy Run II Mitigation Project/95354
Existing'Z Design As-Built/Baseline
Reference Reach MRH 1 MRH 2 MRII 3A MRH 3B MRII 3C MRII 4 MRII 5A MRII 5B MRII 6 MRII 2 MRH 3A(U/S) MRH 3A(D/S) MRII 3B MRII 4 MRI15A MRII 1 MRII 2 MRH 3A(U/S) MRII 3A(D/S) MRII 3B MRII 4 MRII 5A
Feature Pool Run Shallow Run Run Run Run Run Run Run Run Run Shallow Shallow Shallow Shallow Shallow Shallow Shallow Shallow Shallow Shallow Shallow Shallow Shallow
Drainage Area(ac) 286 286 286 68 115 227 NA/313 74/360 45 424/774 583/909 77 115 209 254 333 45 774 68 115 209 254 333 45 774
NC Regional Curve Discharge(cfs) 9.3 3 5 8 NA/10 4/11 2 13/18 16/21 4 --- --- --- --- --- --- --- --- --- --- --- --- ---
Design/Calculated Discharge(cfs) -- --- 13 --- -- --- --- --- -- --- --- --- 7 14 16 10 5 40 5 7 14 16 10 5 40
Dimension
BF Width(ft) 10.9 8.9 7.0 4.8 8.1 6.9 7.1 8.0 4.2 6.7 9.9 6.9 7.6 9.2 12.4 9 5.6 15 9.7 11.28 10.4 11.9 9.8 8.4 14.7
Floodprone Width(ft) 100 100 100 8.7 10.2 8.1 >50 12.9 6.1 11.9 11.6 10.0 >40 >30 >30 >30 >30 >40 >30 >50 >50 >50 >50 >40 >50
BF Cross Sectional Area(ft2) 11.4 8.4 5.0 2.3 4.1 2.8 2.4 3.9 2.1 6.6 11.1 6.2 5.9 8.7 15.7 8.3 3.3 22.7 _ 3.7 10.2 11.6 16.5 8.0 6.3 23.9
BF Mean Depth(ft) 1.0 0.9 0.8 0.5 0.5 0.4 0.3 0.5 0.5 1.0 1.1 0.9 0.78 0.9 1.3 0.9 0.6 1.5 0.4 0.9 1.1 1.4 0.9 0.8 1.6
BF Max Depth(ft) 2.1 1.7 1.3 0.8 0.8 0.6 0.8 0.9 0.7 1.5 1.5 1.3 1.3 1.5 2.0 1.5 0.9 2.4 1.0 1.6 1.8 2.1 1.4 1.5 2.6
Width/Depth Ratio 10.4 9.5 8.8 9.6 16.2 17.3 20.9 16.0 8.4 6.7 9.0 7.7 9.7 9.8 9.8 9.7 9.3 9.9 25.8 12.9 9.4 8.7 13.9 11.1 9.1
Entrenchment Ratio 9.2 11.2 15.1 1.8 1.3 1.2 >2.2 1.6 1.5 1.8 1.2 1.4 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2 >2.2
Wetted Perimeter(ft) 12.8 9.7 7.4 5.2 8.3 7.1 7.4 8.3 4.6 7.6 11.4 7.8 8.1 9.8 13.2 9.6 6.0 15.9 10.1 11.9 11.2 13.1 10.4 9.1 15.9
Hydraulic Radius(ft) 0.9 0.9 0.7 0.4 0.5 0.4 0.3 0.5 0.4 0.9 1.0 0.8 0.7 0.9 1.2 0.9 0.5 1.4 0.4 0.8 1.0 1.2 0.9 0.7 1.4
Substrate
I Fine Sand Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand I Fine Sand
Pattern
Min Max Med --- --- --- --- --- --- --- --- --- Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max
Channel Beltwidth(ft) 13.6 31.8 23.1 -- --- --- -- -- --- --- --- --- 14 32 17 39 22 53 16 38 10 24 27 64 7 17 14 39 16 52 21 44 18 36 8 24 19 68
Radius of Curvature(ft) 11.0 27.6 17.6 -- --- --- -- -- --- --- --- --- 11 28 13 34 18 46 13 33 8 21 22 55 10 31 7 28 15 44 12 29 15 45 13 19 23 38
Radius of Curvature Ratio 1.5 3.7 2.3 --- --- --- --- --- --- --- --- --- 1.5 3.7 1.5 3.7 1.5 3.7 1.5 3.7 1.5 3.7 1.5 3.7 1.0 3.2 0.6 2.5 1.4 4.2 1.0 2.4 1.6 4.5 1.5 2.3 1.6 2.6
Meander Wavelength(ft) 34.9 68.3 54.5 --- --- --- --- --- --- --- --- 35 69 43 84 58 113 42 82 26 51 70 137 17 38 13 53 31 81 23 53 33 65 23 33 41 77
Meander Width Ratio 1.8 4.2 3.1 --- --- --- --- --- --- --- --- --- 1.8 4.2 1.8 4.2 1.8 4.2 1.8 4.2 1.8 4.2 1.8 4.2 0.7 1.8 1.2 3.5 1.5 5.0 1.7 3.7 1.9 3.7 0.9 2.8 1.3 4.6
Profile
Shallow Length(ft) 3.1 30.7 12.6 --- --- -- -- --- --- --- --- 3 31 4 38 5 51 4 37 2 23 6 61 8 12 7 22 7 20 5 45 6 25 6 23 6 35
Run Length(ft) 2.2 33.2 11.3 --- --- --- --- --- --- --- --- 2 34 3 41 4 55 3 40 2 25 4 66 8 9 5 16 8 25 5 56 5 20 4 15 8 27
Pool Length(ft) 4.2 9.5 5.8 --- --- --- --- --- --- --- --- --- 4 10 5 12 7 16 5 11 3 7 8 19 8 10 14 29 10 28 13 30 13 25 12 15 8 23
Pool-to-Pool Spacing(ft) 17.5 59.8 36.3 --- --- --- --- --- --- --- --- --- 18 60 22 74 29 99 21 72 13 45 35 120 15 42 36 60 18 63 25 100 17 56 43 75 15 104
Additional Reach Parameters
ValleyLength(ft) 274 382 1678 ' 3301 ' 908 ' 745 90 1620 ' 383 ' 1172 1682 1524 1648 1693 175 1530 376 1682 1524 1648 1693 175 1530
Channel Length(ft) 309 382 1678 3301 908 745 90 1620 383 1172 1828 1738 1890 1849 202 1790 398 1914 1796 1790 1979 173 1926
Sinuosity 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.09 1.14 1.15 1.09 1.15 1.17 1.1 1.14 1.18 1.09 1.17 0.99 1.26
Water Surface Slope(ft/ft) 0.004 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ---
Channel Slope(ft/ft) 0.003 0.0043 0.0021 0.0016 0.0023 0.0022 0.0034 0.0024 0.0015 0.002427 0.0017 0.0026 0.0005 0.0014 0.0049 0.0017 0.0037 0.0022 0.0038 0.001 0.003 0.008 0.0030
Fr Rosgen Classification ES G5c FS F5 CS F5 G5c G5c G5c G5c ES ES ES ES ES ES P.S ES ES ES ES ES E5
°Habitat Index _ _
Bankfull stage was estimated using NC Regional Curve equations and existing conditions data

Appendix D.Table 11 -Monitoring Data-Dimensional Morphology Summary(Dimensional Parameters-Cross Sections)
Project Name/Number: Muddy Run II Mitigation Project/95354
Cross Section 1(Riffle) Cross Section 2(Pool) Cross Section 3(Pool) Cross Section 4(Riffle) Cross Section 5(Run)
DIMENSIONS SUMMARY Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY! MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 I MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 1 53.7 53.7 53.7 53.7 53.9 53.9 54.1 54.1 54.1 54.1 54.2 54.3 53.3 53.3 53.3 53.3 53.5 53.6 53.3 53.3 53.3 53.3 53.4 53.6 58.0 58.0 58.0 58.0 58.0 58.0
Bankfull Width(ft)' 6.3 4.9 5.2 5.1 8.4 5.6 6.4 5.6 6.0 6.7 7.8 7.6 6.3 6.2 5.7 5.9 17.0 7.3 6.9 6.7 6.4 7.3 14.7 6.6 14.8 14.5 14.2 14.3 14.4 14.3
Floodprone Width(ft)' 30.0 30.0 30.0 30.0 31.6 37.7 50.0 50.0 50.0 50.0 36.3 50.0 50.0 50.0 50.0 50.0 46.9 50.0 35.0 35.0 35.0 35.0 34.8 38.4 45.0 45.0 45.0 45.0 43.9 44.0
Bankfull Mean Depth(ft) 0.4 0.4 0.4 0.4 0.3 - 0.7 0.6 0.6 0.7 0.6 - 0.8 0.6 0.6 0.5 0.3 - 0.6 0.6 0.5 0.5 0.3 - 1.1 1.0 1.0 1.1 1.1 -
Bankfull Max Depth(ft)2 0.8 0.7 0.7 0.7 0.9 0.1 1.3 1.1 1.2 1.2 1.3 1.2 1.4 1.2 1.1 1.0 1.2 1.0 1.1 1.1 0.9 0.9 1.0 1.0 2.0 1.8 1.9 2.0 1.9 1.7
Low Bank Elevation(ft) - - - - 0.9 53.8 - - - - N/A 54.2 - - - - N/A 53.4 - - - - 1.0 53.4 - - - - 2.1 57.8
Bankfull Cross Sectional Area(ft2)2 2.7 2.0 2.1 2.0 2.7 2.1 4.7 3.5 3.8 4.5 4.7 4.3 5.0 4.0 3.3 3.1 5.0 3.5 4.6 4.3 3.2 3.3 4.6 3.5 15.6 14.5 14.7 15.4 15.6 12.6
Bankfull Width/Depth Ratio 14.4 12.2 13.2 13.0 26.0 - 8.8 8.7 9.4 10.1 12.9 - 7.9 9.6 9.8 11.2 57.2 - 10.7 10.4 12.6 16.1 46.8 - 14.0 13.7 13.8 13.2 13.3 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3.8 >6.7 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >2.4 >5.8 >2.2 >2.2 >2.2 >2.2 >3.1 >3.1
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.1 0.9
Cross Section 6(Run) Cross Section 7(Riffle) Cross Section 8(Pool) Cross Section 9(Riffle) Cross Section 10(Pool)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
DIMENSIONS SUMMARY MEIJI
Bankfull Elevation(ft)-Based on AB-XSA' 56.6 56.6 56.6 56.6 56.7 56.8 55.8 55.8 55.8 55.8 56.0 56.0 55.5 55.5 55.5 55.5 55.8 55.8 55.3 55.3 55.3 55.3 55.4 55.6 54.8 54.8 54.8 54.8 55.0 55.0
Bankfull Width(ft)1 13.5 13.4 12.7 13.1 14.3 14.8 8.4 7.6 7.2 7.5 7.9 8.3 9.4 8.8 8.8 8.6 10.6 10.9 9.8 9.5 9.2 9.7 14.3 10.7 7.0 6.7 6.7 6.7 12.4 10.7
Floodprone Width(ft)1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.9 0.9 0.8 0.8 0.9 - 0.7 0.7 0.6 0.6 0.8 - 1.0 0.9 0.8 0.8 0.9 - 1.2 1.1 1.0 1.0 0.8 - 1.1 1.1 0.9 0.9 0.6 -
Bankfull Max Depth(ft)2 1.6 1.5 1.4 1.3 1.5 1.6 1.3 1.2 1.1 1.1 1.2 1.3 1.6 1.4 1.3 1.3 1.7 1.7 1.9 1.8 1.6 1.7 1.8 1.7 1.9 1.8 1.7 1.6 1.8 1.4
Low Bank Elevation(ft) - - - - 1.5 56.9 - - - - 1.2 56.0 - - - - N/A 55.9 - - - - 1.6 55.4 - - - - N/A 54.8
Bankfull Cross Sectional Area(ft2)2 12.7 11.5 10.2 10.3 12.7 13.9 6.1 5.6 4.5 4.9 6.1 6.1 9.7 7.8 6.7 7.1 9.7 11.4 11.3 10.2 9.0 9.5 11.3 9.2 8.0 7.1 6.2 5.9 8.0 5.9
Bankfull Width/Depth Ratio 14.5 15.7 15.7 16.7 16.0 - 11.5 10.2 11.4 11.7 10.3 - 9.0 10.0 11.7 10.5 11.7 - 8.5 8.8 9.5 9.9 18.1 - 6.1 6.3 7.3 7.7 19.2 -
Bankfull Entrenchment Ratio I >2.2 >2.2 >2.2 >2.2 >3.5 >3.4 >2.2 >2.2 >2.2 >2.2 >6.3 >6.1 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >3.5 >4.7 >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 N/A N/A
Cross Section 11(Riffle) Cross Section 12(Pool) Cross Section 13(Riffle) Cross Section 14(Pool) Cross Section 15(Run)
DIMENSIONS SUMMARY dIMMIIM
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ I
Bankfull Elevation(ft)-Based on AB-XSA 1 53.9 53.9 53.9 53.9 54.0 54.1 54.3 54.3 54.3 54.3 54.6 54.6 53.3 53.3 53.3 53.3 53.5 53.6 52.8 52.8 52.8 52.8 53.0 53.0 53.0 53.0 53.0 53.0 53.1 53.1
Bankfull Width(ft)' 9.0 7.2 7.7 8.0 11.0 9.0 11.3 10.2 10.4 10.4 11.8 13.0 12.1 10.2 10.2 9.0 27.0 8.9 9.0 7.8 10.1 8.5 11.0 10.9 11.8 11.9 10.8 11.5 11.8 11.6
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.8 0.6 0.7 0.6 - 1.4 1.2 1.2 1.2 1.3 - 0.7 0.8 0.6 0.7 0.3 - 1.0 0.9 0.7 0.8 0.8 - 1.2 1.1 1.2 1.1 1.2 -
Bankfull Max Depth(ft)2 1.3 1.2 1.1 1.2 1.3 1.3 2.6 2.3 2.3 2.3 2.6 2.5 1.5 1.5 1.3 1.2 1.5 1.3 2.0 1.8 1.5 1.5 1.8 2.5 1.8 1.8 1.7 1.7 1.9 1.9
Low Bank Elevation(ft) - - - - 1.1 - - - - N/A 54.5 - - - - 1.4 53.3 - - - - N/A 53.8 - - - - 1.9 53.1
Bankfull Cross Sectional Area(ft2)2 6.7 5.6 5.0 5.5 6.7 6.2 15.5 12.7 12.0 13.0 15.5 15.1 8.7 8.2 6.1 6.1 8.7 6.1 8.9 7.8 6.8 6.8 8.9 20.4 13.7 12.9 12.4 12.4 13.7 13.3
Bankfull Width/Depth Ratio 12.2 9.4 12.0 11.6 18.1 - 8.3 8.2 9.0 8.4 9.0 - 17.0 12.8 17.2 13.2 84.1 - 9.2 9.9 15.0 10.6 13.6 - 10.2 10.9 9.3 10.7 10.1 -
Bankfull Entrenchment Ratio >2.2 >2.2 2.2 >2.2 >4.0 >5.6 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >1.8 >5.7 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >4.3 >4.3
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 0.9 0.8 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 1.0 1.0
Cross Section 16(Run) Cross Section 17(Run) Cross Section 18(Pool) Cross Section 19(Run) Cross Section 20(Riffle)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
DIMENSIONS SUMMARY
Bankfull Elevation(ft)-Based on AB-XSA 1 52.3 52.3 52.3 52.3 52.3 52.4 50.8 50.8 50.8 50.8 51.1 51.1 50.1 50.1 50.1 50.1 50.4 50.6 50.5 50.5 50.5 50.5 50.8 50.8 50.5 50.5 50.5 50.5 50.4 50.6
Bankfull Width(ft)' 11.3 11.6 12.2 11.6 13.0 7.1 10.5 10.5 10.0 10.1 11.8 12.4 10.6 9.9 10.7 9.9 16.1 12.5 11.4 11.1 11.3 11.3 14.9 14.8 9.3 8.9 11.2 9.0 20.5 8.8
Floodprone Width(ft)I 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 40.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.9 0.9 0.8 0.9 0.8 - 1.2 1.2 1.0 1.0 1.1 - 1.3 1.1 0.9 1.0 0.9 - 1.3 1.0 0.9 0.9 1.0 - 1.2 1.2 1.1 1.2 0.5 -
Bankfull Max Depth(ft)2 1.9 1.7 1.6 1.7 1.9 2.0 1, 1.8 2.0 1.5 1.7 1.8 1.9 2.0 1.8 1.4 1.5 1.8 1.8 2.0 1.7 1.6 1.7 1.8 1.7 2.0 2.0 2.0 2.3 2.3 2.3
Low Bank Elevation(ft) - - - - 1.5 52.1 - - - - 1.7 51.2 - - - - N/A 50.4 - - - - 1.8 50.5 - - - - 2.3 50.5
Bankfull Cross Sectional Area(ft2)2 9.8 9.9 9.4 9.9 9.8 7.9 12.4 12.7 10.0 10.6 12.4 13.5 14.2 11.3 9.6 10.0 14.2 12.6 14.2 11.1 10.3 10.4 14.2 10.7 11.3 10.3 11.2 11.1 11.3 10.2
Bankfull Width/Depth Ratio 13.0 13.6 15.8 13.6 17.3 - 8.9 8.6 10.0 9.6 11.2 - 7.9 8.7 12.1 9.8 18.3 - 9.1 11.1 12.5 12.2 15.6 - 7.7 7.7 8.8 7.3 37.4 -
Bankfull Entrenchment Ratio I >2.2 >2.2 >2.2 >2.2 >3.9 >7.1 >2.2 >2.2 >2.2 >2.2 >4.3 >4.1 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >3.3 >3.4 >2.2 >2.2 >2.2 >2.2 >2.4 >2.3
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 0.9
*Annual measurements for monitoring years MY5 and later are based on fixed baseline cross sectional area.Earlier years annual measurements were based on the baseline bankfull elevation.

Appendix D. Table 11 -Monitoring Data-Dimensional Morphology Summary(Dimensional Parameters-Cross Sections)
Project Name/Number: Muddy Run II Mitigation Project/95354
Cross Section 21(Pool) Cross Section 22(Pool) Cross Section 23(Riffle) Cross Section 24(Riffle) Cross Section 25(Pool)
MY5+based on fixed baseline cross sectional area* Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 I MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 I MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 50.3 50.3 50.3 50.3 50.2 50.0 49.0 49.0 49.0 49.0 49.1 49.2 49.3 49.3 49.3 49.3 49.4 49.4 48.8 48.8 48.8 48.8 49.0 49.1 48.7 48.7 48.7 48.7 48.8 49.0
Bankfull Width(ft)' 11.7 9.1 10.0 9.6 8.3 8.0 9.3 9.3 9.9 9.0 9.2 9.3 7.8 7.7 7.7 7.3 8.6 7.6 11.7 11.8 11.3 11.9 24.6 12.0 14.1 13.9 13.8 14.7 15.7 16.3
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.9 0.8 0.8 1.0 - 1.3 1.6 1.2 1.2 1.3 - 1.1 1.0 0.9 0.9 1.0 - 1.5 1.4 1.2 1.2 0.7 - 1.8 1.7 1.7 1.5 1.6 -
Bankfull Max Depth(ft)2 1.7 1.7 1.9 2.1 2.2 1.7 2.2 2.4 2.1 1.8 2.0 1.9 1.7 1.8 1.6 1.8 2.1 1.9 2.1 2.0 1.8 1.7 2.1 2.0 3.1 2.8 2.6 2.7 2.8 2.3
Low Bank Elevation(ft) - - - - N/A 49.7 - - - - N/A 49.2 - - - - 2.2 49.4 - - - - 1.9 48.9 - - - - N/A 48.7
Bankfull Cross Sectional Area(ft2)2 8.6 8.1 7.9 8.1 8.6 6.6 12.3 14.5 12.1 10.9 12.3 12.5 8.3 7.9 6.9 6.7 8.3 8.2 18.0 17.1 13.7 14.6 18.0 15.8 25.0 24.3 22.9 22.6 25.0 21.0
Bankfull Width/Depth Ratio 16.0 10.2 12.8 11.4 8.1 - 7.0 6.0 8.0 7.4 6.9 - 7.4 7.5 8.6 8.0 8.9 - 7.6 8.2 9.3 9.7 33.6 - 7.9 8.0 8.3 9.6 9.8 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >5.8 >6.6 >2.2 >2.2 >2.2 >2.2 >2.0 >4.2 >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 N/A N/A
Cross Section 26(Pool) Cross Section 27(Run) Cross Section 28(Pool) Cross Section 29(Run) Cross Section 30(Pool)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MYS MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MYS MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
MY5+based on fixed baseline cross sectional area*
Bankfull Elevation(ft)-Based on AB-XSA' 48.6 48.6 48.6 48.6 48.8 48.8 48.8 48.8 48.8 48.8 48.9 48.9 48.4 48.4 48.4 48.4 48.5 48.6 48.3 48.3 48.3 48.3 48.4 48.5 47.4 47.4 47.4 47.4 47.5 47.6
Bankfull Width(ft)' 14.9 15.7 15.0 15.1 16.0 16.2 12.7 12.4 13.7 13.3 16.3 12.9 13.4 13.3 14.0 13.9 21.6 14.5 13.4 13.7 13.9 13.7 15.6 15.6 12.9 13.1 14.0 13.2 17.3 16.8
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.7 1.6 1.5 1.5 1.5 - 1.5 1.5 1.4 1.4 1.2 - 1.8 1.7 1.6 1.6 1.1 - 1.5 1.4 1.4 1.4 1.3 - 1.4 1.3 1.2 1.2 1.1 -
Bankfull Max Depth(ft)2 3.2 3.1 2.6 2.6 2.9 2.3 2.3 2.3 2.3 2.2 2.4 2.4 2.9 2.9 2.7 2.5 2.7 2.4 2.1 2.3 2.0 2.1 2.2 1.9 2.3 2.2 2.0 2.1 2.3 1.9
Low Bank Elevation(ft) - - - - N/A 48.5 - - - - 2.3 48.9 - - - - N/A 48.5 - - - - 2.2 48.3 - - - - N/A 47.5
Bankfull Cross Sectional Area(ft2)2 24.9 25.7 23.2 21.9 24.9 20.6 19.4 18.9 19.3 19.1 19.4 20.1 24.6 23.2 22.2 21.8 24.6 22.3 19.8 19.7 18.9 18.7 19.8 17.7 18.4 17.4 16.6 16.3 18.4 16.6
Bankfull Width/Depth Ratio 8.9 9.6 9.7 10.3 10.4 - 8.3 8.1 9.7 9.2 13.6 - 7.3 7.6 8.8 8.9 19.1 - 9.1 9.5 10.3 10.1 12.2 - 9.1 9.8 11.9 10.7 16.3 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >3.1 >3.9 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >3.3 >3.3 >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 N/A N/A
Cross Section 31(Run) Cross Section 32(Run) Cross Section 33(Pool) Cross Section 34(Pool) Cross Section 35(Run)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 I MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
MY5+based on fixed baseline cross sectional area*
Bankfull Elevation(ft)-Based on AB-XSA' 47.5 47.5 47.5 47.5 47.6 47.6 47.7 47.7 47.7 47.7 47.8 47.8 47.7 47.7 47.7 47.7 47.9 47.9 47.2 47.2 47.2 47.2 47.4 47.5 46.9 46.9 46.9 46.9 47.0 47.0
Bankfull Width(ft)' 13.7 14.2 14.3 14.7 16.6 13.3 10.5 10.7 11.3 11.2 11.3 10.8 11.5 12.0 13.5 13.0 17.2 12.0 10.4 10.5 9.9 10.1 16.2 12.3 9.5 8.8 9.0 9.6 10.9 11.4
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.2 1.0 1.0 0.9 0.9 - 1.3 1.3 1.2 1.2 1.2 - 1.7 1.6 1.3 1.4 1.1 - 2.1 1.9 1.8 1.8 1.3 - 1.3 1.3 1.2 1.2 1.1 -
Bankfull Max Depth(ft)2 2.1 1.9 1.7 1.7 1.9 1.6 2.2 2.0 2.1 2.0 2.1 2.0 3.1 2.9 2.6 2.6 2.8 2.5 3.1 3.0 2.8 2.8 3.0 2.7 2.(1 1 9 I 1.9 1.9 1.9 1.9
Low Bank Elevation(ft) - - - - 1.7 47.4 - - - - 2.1 47.8 - - - - N/A 47.7 - - - - N/A 47.4 - - - - 2.1 47.0
Bankfull Cross Sectional Area(ft2)2 15.8 14.6 13.8 13.7 15.8 12.6 13.8 13.4 13.5 13.4 13.8 13.0 19.5 19.0 17.3 17.8 19.5 16.9 21.4 20.5 18.2 18.6 21.4 19.6 12.1 11.7 11.1 11.4 12.1 12.2
Bankfull Width/Depth Ratio 11.9 13.8 14.8 15.9 17.5 - 8.0 8.5 9.5 9.3 9.2 - 6.8 7.6 10.5 9.5 15.1 - 5.0 5.4 5.4 5.5 12.3 - 7.4 6.7 7.4 8.0 9.8 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3 >3.8 >2.2 >2.2 >2.2 >2.2 >4.4 >4.7 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >4.6 >4.4
•
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 1.1 1.0
Cross Section 36(Pool) Cross Section 37(Run) Cross Section 38(Pool) Cross Section 39(Run) Cross Section 40(Pool)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
MY5+based on fixed baseline cross sectional area*
Bankfull Elevation(ft)-Based on AB-XSA' 45.6 45.6 45.6 45.6 45.8 45.9 45.5 45.5 45.5 45.5 45.6 45.6 45.4 45.4 45.4 45.4 45.5 45.8 45.2 45.2 45.2 45.2 45.2 45.2 45.0 45.0 45.0 45.0 45.3 45.4
Bankfull Width(ft)' 9.3 9.0 8.6 8.4 9.7 10.5 12.4 11.9 9.7 9.7 12.1 12.0 10.0 8.8 9.6 10.2 10.0 10.5 8.2 7.2 8.2 8.4 8.9 8.7 10.3 10.3 9.7 10.6 24.6 14.0
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.0 45.0
Bankfull Mean Depth(ft) 0.9 0.9 0.8 0.8 0.9 - 0.5 0.5 0.5 0.5 0.5 - 1.3 1.1 1.0 0.9 1.0 - 0.9 0.9 0.8 0.8 0.9 - 1.4 1.1 1.0 0.9 0.6 -
Bankfull Max Depth(ft)2 1.7 1.5 1.3 1.5 1.6 1.5 1.0 1.1 1.1 1.2 1.2 1.2 2.0 1.8 1.8 1.9 1.8 1.7 1.5 1.5 1.5 1.6 1.6 1.5 2.5 2.0 1.5 1.3 2.1 1.6
Low Bank Elevation(ft) - - - - N/A 45.9 - - - - 1.1 45.3 - - - - N/A 45.6 - - - - 1.5 45.1 - - - - N/A 45.0
Bankfull Cross Sectional Area(ft2)2 8.7 8.1 6.7 6.9 8.7 9.2 6.1 5.8 4.8 4.6 6.1 2.8 12.6 9.2 9.6 9.1 10.5 10.1 7.6 6.5 6.9 6.7 7.6 6.7 14.3 11.7 9.5 9.3 14.3 8.7
Bankfull Width/Depth Ratio 9.9 10.1 11.0 10.3 10.9 - 25.4 24.4 19.4 20.5 24.3 - 7.9 8.4 9.7 11.4 9.6 - 8.7 7.9 9.7 10.4 10.5 - 7.4 9.0 9.9 12.1 42.2 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >4.1 >4.2 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 >5.6 >5.8 >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A I 1.0 1.0 1.0 0.9 0.7 1.0 1.0 1.0 1.0 N/A N/A I 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 N/A N/A
*Annual measurements for monitoring years MY5 and later are based on fixed baseline cross sectional area.Earlier years annual measurements were based on the baseline bankfull elevation.

Appendix D. Table 11 -Monitoring Data-Dimensional Morphology Summary(Dimensional Parameters-Cross Sections)
Project Name/Number: Muddy Run II Mitigation Project/95354
Cross Section 41(Run) Cross Section 42(Run) Cross Section 43(Run) Cross Section 44(Run) Cross Section 45(Run)
DIMENSIONS SUMMARY Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 I MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 I MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 1 45.1 45.1 45.1 45.1 45.2 45.2 44.0 44.0 44.0 44.0 44.5 44.4 41.3 41.3 41.3 41.3 42.2 42.3 41.5 41.5 41.5 41.5 41.6 41.8 41.4 41.4 41.4 41.4 41.6 41.7
Bankfull Width(ft)' 8.9 8.5 8.6 9.0 9.9 13.7 23.5 24.1 28.1 21.9 34.3 23.5 9.4 9.2 10.6 8.3 14.4 14.4 13.723 13.5 13.2 13.9 14.2 15.1 11.8 11.5 11.2 10.8 12.4 12.4
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 29.0 29.0 15.0 15.0 28.6 30.2 22.0 22.0 20.0 20.0 23.0 21.8 35.3 35.3 30.0 30.0 37.0 38.7
Bankfull Mean Depth(ft) 1.1 1.1 1.0 0.9 1.0 - 1.7 1.5 1.4 1.4 1.2 - 1.4 0.7 0.4 0.3 0.9 - 1.4 1.3 1.2 1.2 1.4 - 1.2 1.2 1.0 1.0 1.2 -
Bankfull Max Depth(ft)2 1.9 1.8 1.8 1.7 1.9 1.8 3.8 3.7 3.6 2.9 3.3 2.9 2.2 0.9 0.6 0.4 1.3 1.7 2.0 2.0 1.7 1.7 2.0 4.0 1.9 2.0 1.7 1.4 1.7 3.0
Low Bank Elevation(ft) - - - - 1.9 45.0 - - - - 2.7 44.0 - - - - 1.5 42.6 - - - - 3.4 43.9 - - - - 2.5 42.9
Bankfull Cross Sectional Area(ft2)2 10.2 9.0 8.8 8.6 10.2 8.1 39.7 35.7 38.3 31.0 39.7 31.0 13.2 6.5 4.7 2.5 13.2 17.7 19.6 18.0 15.2 16.8 19.6 59.2 14.6 13.8 11.3 10.4 14.6 32.8
Bankfull Width/Depth Ratio 7.8 8.0 8.3 9.5 9.5 - 13.9 16.2 20.6 15.4 29.6 - 6.7 13.2 23.9 28.0 15.6 - 9.6 10.1 11.0 11.4 10.3 - 9.5 9.6 11.1 11.2 10.5 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >5.1 >3.6 2.1 2.1 1.8 >2.2 >1.5 >2.1 >2.2 >2.2 1.4 >2.2 >2 >2.1 1.6 1.6 1.5 >2.2 >1.6 >1.4 >2.2 >2.2 >2.2 >2.2 >3.0 >3.1
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.7 0.9 1.0 1.0 1.0 1.0 0.8 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.0 1.0 1.0 1.0 1.7 2.1 1.0 1.0 1.0 1.0 1.5 1.7
Cross Section 46(Run) Cross Section 47(Pool) Cross Section 48(Riffle) Cross Section 49(Pool) Cross Section 50(Pool)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
DIMENSIONS SUMMARY
Bankfull Elevation(ft)-Based on AB-XSA t 49.3 49.3 49.3 49.3 49.7 49.9 48.2 48.2 48.2 48.2 48.6 48.9 41.0 41.0 41.0 41.0 41.1 41.2 40.5 40.5 40.5 40.5 40.3 40.3 40.0 40.0 40.0 40.0 40.1 40.1
Bankfull Width(ft)1 8.4 7.2 7.8 6.0 11.6 13.0 6.7 6.3 8.6 5.7 16.4 10.6 15.1 15.0 15.1 15.3 17.9 15.5 16.6 17.0 19.3 17.6 15.4 15.4 18.5 17.7 21.6 17.8 21.6 20.3
Floodprone Width(ft)1 42.5 42.5 42.5 42.5 50.0 50.0 50.0 50.0 50.0 50.0 38.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.8 0.7 0.6 0.6 0.5 - 0.9 0.8 0.5 0.5 1.2 - 1.7 1.7 1.6 1.5 1.4 - 1.7 1.7 1.4 1.6 1.8 - 1.8 1.7 1.5 1.7 1.5 -
Bankfull Max Depth(ft)2 1.5 1.2 1.1 1.1 1.5 1.2 1.8 1.5 0.9 0.9 1.2 0.9 2.6 2.7 2.6 2.6 2.8 3.0 3.1 3.1 3.1 3.3 3.2 3.2 3.2 3.1 3.2 3.1 3.2 3.0
Low Bank Elevation(ft) - - - - 1.2 49.7 - - - - N/A 48.6 - - - - 2.3 41.2 - - - - N/A 40.4 - - - - N/A 40.0
Bankfull Cross Sectional Area(ft2)2 6.3 5.1 4.7 3.4 6.3 3.9 6.0 5.3 4.2 2.9 6.0 3.6 25.3 24.8 24.0 23.4 25.3 25.3 27.4 28.5 27.3 28.3 27.4 28.0 32.9 30.7 31.7 30.2 32.9 30.3
Bankfull Width/Depth Ratio 11.1 10.2 12.9 10.7 21.1 - 7.3 7.4 17.7 11.3 44.8 - 9.0 9.1 9.5 10.0 12.7 - 10.0 10.2 13.7 11.0 8.6 - 10.4 10.2 14.7 10.6 14.2 -
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >4.3 >3.9 >2.2 >2.2 >2.2 >2.2 N/A N/A 2.2 >2.2 >2.2 >2.2 >2.8 >3.3 >2.2 >2.2 >2.2 >2.2 N/A N/A >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.8 0.9 1.0 1.0 1.0 1.0 N/A N/A I 1.0 1.0 1.0 0.8 1.0 1.0 1.0 1.0 1.0 N/A N/A 1.0 1.0 1.0 1.0 N/A N/A
Cross Section 51(Riffle) Cross Section 52(Run) Cross Section 53(Pool) Cross Section 54(Pool) Cross Section 55(Riffle)
dIMMIIM
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY6 I MY7 Base MY1 MY2 MY3 MY5 MY6 MY7 Base MY1 MY2 MY3 MY5 MY6 I MY7 Base MY1 MY2 MY3 MY5 MY6 I MY7
DIMENSIONS SUMMARY
Bankfull Elevation(ft)-Based on AB-XSA 1 40.0 40.0 40.0 40.0 40.1 40.2 39.8 39.8 39.8 37.0 36.8 36.9 37.0 39.7 39.7 39.7 36.9 36.9 36.9 37.0 38.8 38.8 38.8 35.9 34.4 34.3 35.3 38.0 38.0 38.0 35.6 35.7 35.5 35.6
Bankfull Width(ft)' 16.2 16.1 16.3 15.9 22.2 17.7 17.7 17.8 19.3 10.6 8.1 8.8 8.8 17.4 17.9 18.1 8.9 7.7 N/A 7.2 15.7 16.7 20.3 11.5 7.0 N/A 10.6 9.7 14.8 20.8 10.2 12.7 6.9 8.4
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 >49.7 49.7 50.0 50.0 50.0 50.0 45.0 N/A 50.0 50.0 50.0 50.0 50.0 34.0 N/A 50.0 50.0 50.0 50.0 50.0 43.0 >42.9 45.7
Bankfull Mean Depth(ft) 1.5 1.4 1.5 1.4 1.1 - I 1.8 2.1 2.7 1.4 1.8 - - 1.9 2.1 2.2 1.5 1.8 - - 1.7 2.0 2.2 1.0 1.7 - - 1.4 2.2 2.1 1.0 0.8 - -
Bankfull Max Depth(ft)2 2.4 2.3 2.6 2.7 2.6 3.0 3.1 4.5 5.9 2.1 2.3 2.5 2.7 3.5 3.8 4.1 3.4 3.1 3.5 3.2 2.9 4.0 4.4 1.7 2.3 3.9 4.4 2.2 3.0 3.3 1.7 1.8 2.5 2.3
Low Bank Elevation(ft) - - - - 2.6 40.1 - - - - 2.5 37.0 37.1 - - - - N/A 37.2 37.1 - - - - N/A 36.0 35.7 - - - - 1.7 35.9 35.5
Bankfull Cross Sectional Area(ft2)2 24.7 23.2 23.7 22.7 24.7 23.6 31.8 36.9 52.3 14.6 14.6 15.5 16.0 33.8 37.1 39.0 13.6 13.6 15.8 15.6 26.1 32.7 45.2 11.7 11.7 27.9 31.4 13.6 33.3 44.4 10.5 10.5 13.8 12.7
Bankfull Width/Depth Ratio 10.6 11.2 11.2 11.1 20.0 - 9.9 8.6 7.1 7.7 4.5 - - 9.0 8.6 8.4 5.8 4.3 - - 9.5 8.5 9.1 11.3 4.2 - - 7.0 6.6 9.7 9.9 15.4 - -
Bankfull Entrenchment Ratio I >2.2 >2.2 >2.2 >2.2 >2.3 >2.8 >2.2 >2.2 >2.2 >2.2 >6.1 >5.7 >5.6 >2.2 >2.2 >2.2 >2.2 N/A N/A N/A >2.2 >2.2 >2.2 >2.2 N/A N/A N/A >2.2 >2.2 >2.2 >2.2 >3.4 >6.2 >5.4
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.1 1.0 1.0 1.0 1.0 N/A N/A N/A 1.0 1.0 1.0 1.0 N/A N/A N/A 1.0 1.0 1.0 1.0 0.9 1.2 1.0
Cross Section 56(Run) Cross Section 57(Run) Cross Section 58(Run) Cross Section 59(Run)
Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+ Base MY1 MY2 MY3 MY5 MY7 MY+
DIMENSIONS SUMMARY
Bankfull Elevation(ft)-Based on AB-XSA 1 37.3 37.3 37.3 37.3 37.7 37.7 35.7 35.7 35.7 35.7 36.1 36.0 41.0 41.0 41.0 41.0 41.1 41.1 39.5 39.5 39.5 39.5 39.8 39.6
Bankfull Width(ft)' 17.6 17.0 17.5 18.4 20.2 20.0 17.0 16.8 16.0 16.4 20.6 17.8 14.2 13.7 16.9 14.0 15.4 15.7 13.5 12.5 11.9 11.9 14.9 14.2
Floodprone Width(ft)1 50.0 50.0 50.0 50.0 50.0 50.0 37.5 37.5 37.5 37.5 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 2.6 2.2 2.2 2.1 2.2 - 1.8 1.3 1.4 1.5 1.5 - 2.4 2.3 1.9 2.3 2.2 - 1.1 0.9 0.9 0.8 1.0 -
Bankfull Max Depth(ft)2 3.7 3.2 3.3 3.4 4.0 3.8 2.6 2.1 2.1 2.5 3.5 3.3 3.4 3.3 3.3 3.3 3.4 3.2 2.2 1.8 1.8 1.6 2.0 2.1
Low Bank Elevation(ft) - - - - 3.7 37.3 1 - - - - 3.1 35.6 - - - - 3.2 41.0 - - - - 2.0 39.5
Bankfull Cross Sectional Area(ft2)2 45.3 38.0 37.9 38.1 45.3 38.4 30.7 22.4 22.7 24.8 30.7 23.5 33.9 31.7 32.3 32.6 33.9 32.3 15.2 11.3 11.1 9.9 15.2 14.5
Bankfull Width/Depth Ratio 6.9 7.6 8.0 8.8 9.0 - 9.4 12.5 11.2 10.9 13.9 - 6.0 6.0 8.9 6.0 7.0 - 11.9 13.8 12.7 14.2 14.6 -
Bankfull Entrenchment Ratio I >2.2 >2.2 >2.2 >2.2 >2.5 >2.5 2.2 2.2 >2.2 >2.2 >2.4 >2.8 >2.2 >2.2 >2.2 >2.2 >3.2 >3.2 >2.2 >2.2 >2.2 >2.2 >3.4 >3.5
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*Annual measurements for monitoring years MY5 and later are based on fixed baseline cross sectional area.Earlier years annual measurements were based on the baseline bankfull elevation.

Table 12.Muddy Run II Bank Pin Array Summary
Year 1 Year 2 Year 3 Year 5 Year 7 Year 1 Year 2 Year 3 Year 5 Year 7
Cross Section Location Position Reading Reading Reading Reading Reading Cross Section Location Position Reading Reading Reading Reading Reading
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 2 @ Sta.1+35 Bottom 0.0 0.0 0.0 0.0 0.0 XS 30 @ Sta. Bottom 0.0 0.0 0.0 0.0 0.0
Reach 1 DS Top 0.0 0.0 0.0 0.0 0.0 35+60 Reach 3A DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 3 @ Sta.3+45 Bottom 0.0 0.0 0.0 0.0 0.0 XS 33 @ Sta. Bottom 0.0 0.0 0.0 0.0 0.0
Reach 1 DS Top 0.0 0.0 0.0 0.0 0.0 40+90 Reach 3B DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 8 @ Sta.8+55 Bottom 0.0 0.0 0.0 0.0 0.0 XS 36 @ Sta. Bottom 0.0 0.0 0.0 0.0 0.0
Reach 2 DS Top 0.0 0.0 0.0 0.0 0.0 48+90 Reach 3B DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 10 @ Sta.11+70 Bottom 0.0 0.0 0.0 0.0 0.0 XS 38 @ Sta. Bottom 0.0 0.0 0.0 0.0 0.0
Reach 2 DS Top 0.0 0.0 0.0 0.0 0.0 52+10 Reach 3B DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 12 @ Sta.16+40 Bottom 0.0 0.0 0.0 0.0 0.0 XS 40 @ Sta. Bottom 0.0 0.0 0.0 0.0 0.0
Reach 2 DS Top 0.0 0.0 0.0 0.0 0.0 54+15 Reach 3B DS Top 0.2 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 18 @ Sta.8+40 Bottom 0.0 0.0 0.0 0.0 0.0 XS 47 @ Sta.1+90 Bottom 0.0 0.0 0.0 0.0 0.0
Reach 3A DS Top 0.0 0.0 0.0 0.0 0.0 Reach 4 DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 21 @ Sta.11+20 Bottom 0.0 0.0 0.0 0.0 0.0 XS 49 @ Sta.2+40 Bottom 0.0 0.0 0.0 0.0 0.0
Reach 3A DS Top 0.0 0.0 0.0 0.0 0.0 Reach 5A DS Top 0.6 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.0 0.0 0.0 0.0
XS 25 @ Sta.19+80 Bottom 0.0 0.0 0.0 0.0 0.0 XS 50 @ Sta.8+20 Bottom 0.0 0.0 0.0 0.0 0.0
Reach 3A DS Top 0.0 0.0 0.0 0.0 0.0 Reach 5A DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 0.6 ft 0.0 0.0 0.0
XS 26 @ Sta.25+90 Bottom 0.0 0.0 0.0 0.0 0.0 XS 53 @ Sta. Bottom 0.0 0.0 0.0 0.0 0.0
Reach 3A DS Top 0.0 0.0 0.0 0.0 0.0 13+90 Reach 5A DS Top 0.0 0.0 0.0 0.0 0.0
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 0.0 0.0 0.0 0.0 0.0
US Top 0.0 0.0 0.0 0.0 0.0 US Top 0.0 missing * * *
XS 28 @ Sta.31+40 Bottom 0.0 0.0 0.0 0.0 0.0 XS 54 @ Sta. Bottom 0.0 missing * *
Reach 3A DS Top 0.0 0.0 0.0 0.0 0.0 17+35 Reach 5A DS Top 0.0 missing * *
Bottom 0.0 0.0 0.0 0.0 0.0 Bottom 1.0 missing *
Notes:
US-Upstream from cross section
DS-Downstream from cross section
*Did not replace after Reach 5A repair work in 2016.

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Upstream Downstream
Muddy Run II Reach 1 Cross Section 1 -Riffle
58 -
57
56
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c
o 55
m
w 54 �
53
52 -1 f
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 -- -- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 1(Rif)
DIMENSIONS SUMMARY Base MY1
MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 53.7 53.7 53.7 53.7 53.9 53.9
Bankfull Width tftl' 6.3 4.9 5.2 5.1 8.4 5.6
Floodprone Width(ft)' 30.0 30.0 30.0 30.0 31.6 37.7
Bankfull Mean Depth(ft) 0.4 0.4 0.4 0.4 0.3 -
Bankrull Max Depth(ft)2 0.8 0.7 0.7 0.7 0.9 0.1
Low Bank Elevation(ft) - - - - - 53.8
Bankfull Cross Sectional Area(ft5)f 2.7 2.0 2.1 2.0 2.7 2.1
Bankfull Width/Depth Ratio 14.4 12.2 13.2 13.0 26.0 -
Bankrull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3.8 >6.7
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 1.0
Note:Starting in MY6,the parameters denoted with 1 were calculated using the as-built cross sectional area as the basis for adjusting the bankfull
elevation and the parameters denoted with 2 were calculated using the current years low top of bank as the bankfull elevation.These changes reflect the
2018 guidance that arose from the mitigation technical workgroup consisting of DMS,the IRT,and industry mitigation providers.

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Muddy Run II Reach 1 Cross Section 2 -Pool
58 i
57 I
56
c
O 55
0
54
53
52 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 2(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MYS MY7 MY+
6.4 5.6
Bankfull Devation(ft)-Based on AB-XSAI 54.1 54.1 54.16.0 54.16.7 5.8.27.8 54.37.6
Bankfull Width(ft)1
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 36.3 50.0
Bankfull Mean Depth(ft) ().70.6 0.6 0.7 0.6
1.3 1.1 1.2 1.2 1.3 1.2
Low Bank Elevation(ft) - - - - - 54.2
Bankfull Max Depth OW
Bankroll Cross Sectional Area(ft))2 4.7 3.5 Is 4.5 4.7 4 1
Bankfull Width/Depth Ratio 8.8 8.7 9.4 10.1 12.9 -
Bankfull Entrenchment Ratios >2.2 >22 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 1 Cross Section 3 - Pool
56.5
55.5
54.5
152.5
51.5
50.5 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 - Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 3(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfnll Elevation(ft)-Based on AB-RSA' 53.3 53.3 53.3 53.3 53.5 53.6
Bankfull Width(ft)' 6.3 6.2 5.7 5.9 17.0 7.3
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 46.9 50.0
Bankfull Mean Depth(ft) 0.8 0.6 0.6 0.5 0.3
Bankfull Max Depth(ft)5 1.4 1.2 1.1 1.0 1.2 I
Low Bank Elevation(ft) - - - - - 53 4
Bankfull Cross Sectional Area(ft')2 5.0 4.0 3.3 3.1 5.0 3.5
Bankfull Width/Depth Ratio 7.9 9.6 9.8 11.2 57.2
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 1 Cross Section 4 - Riffle
57
56
55 I
c
54 -
m /
���" - I' ��-� . . . . . . . . . . . . . . . . . . . . . . .
w 53
52
51 -
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year1 Year 2 Year 3 Years
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 4(Riffle)
DIMENSIONS SUMMARY Base MY!
MY2 MY3 MYS MY7 MY+
Bankfull Elevation(It)-Based on AB-XSAI 53.3 53.3 53.3 53.3 53.4 53.6
Bankfnll Width(ft),' 6.9 6.7 6.4 7.3 14.7 6.6
Floodprone Width(ft) 35.0 35.0 35.0 35.0 34.8 384
Bankfnll Mean Depth(ft) 0.6 0.6 0.5 0.5 0.3
Bankfull Max Depth(ft)� 1.1 1.1 0.9 0.9 1.0 I.0
Low Bank Elevation(ft) - - - - - 53 4
Bankfull Cross Sectional Area(ft�)� 4.6 4.3 3.2 3.3 4.6 3.5
Bankfull Width/Depth Ratio 10.7 10.4 12.6 16.1 46.8
Bankfull Entrenchment Ratio >22 >2.2 >22 >2.2 >2.4 >5.8
Bankfnll Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 0.8

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 5 - Run
62
61
60
59
c -
0
> 58 • - - - - -
co
57
56
55
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 5(Run)
DIMENSION SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull©evation(ft)-Based on AB-XSA 58.0 58.0 58.0 58.0 58.0 58.0
Bankfull Width(ft)' 14.8 14.5 14.2 14.3 14.4 14.3
Floodprone Width(ft)' 45.0 45.0 45.0 45.0 43.9 44.0
Bankfull Mean Depth(ft) 1.1 1.0 1.0 1.1 1.1
Bankfull Max Depth(ft)� 2.0 1.8 1.9 2.0 1.9 1.7
Low Bank Elevation(ft) - - - - - 57.8
Bankfull Cross Sectional Area(fti)� 15.6 14.5 14.7 15.4 15.6 12.6
Bankfull Width/Depth Ratio 14.0 13.7 13.8 13.2 13.3
BankfullEntrenchmentRatior >2.2 >2.2 >2.2 >22 >3.1 >3.1
BankfullBankHeight Ratio' 1.0 1.0 1.0 1.0 1.1 09

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 6 - Run
60
59
58 -
c
57 L L L t------------ -........•_....
N
W
56
55
54 7
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 6(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+_
Bankfull Elevation(ft)-Based on AB-XSA 56.6 56.6 56.6 56.6 56.7 56.8 _
Bankfull Width(ft)' 13.5 13.4 12.7 13.1 14.3 14.8
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.9 0.9 0.8 0.8 0.9
Bankfull Max Depth(ft)2 1.6 1.5 1.4 1.3 1.5 1.6
Low Bank Elevation(ft) - - - - - 56.9
Bankfull Cross Sectional Area(ft2f 12.7 11.5 10.2 10.3 12.7 13.9
Bankfull Width/Depth Ratio 14.5 15.7 15.7 16.7 16.0
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3.5 >3.4
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 1.1
Note:Starting in MY6,the parameters denoted with 1 were calculated using the as-built cross sectional area as the basis for adjusting the bankfull
elevation and the parameters denoted with 2 were calculated using the current years low top of bank as the bankfull elevation.These changes reflect the
2018 guidance that arose from the mitigation technical workgroup consisting of DMS,the IRT,and industry mitigation providers.

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p
Muddy Run II Reach 2 Cross Section 7 - Riffle
59
58 -
57 -
c \
0 56
fi
_m
w 55
54
53 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 7(Riffle)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 55.8 55.8 55.8 55.8 56.0 56.0
Bankfull Width(ft)' 8.4 7.6 7.2 7.5 7.9 8.3
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.7 0.6 0.6 0.8
Bankfull Max Depth OW1.3 1.2 1.1 1.1 1.2 1.3
Low Bank Elevation(ft) - - - - - 56.(I
Bankfull Cross Sectional Area(ft2)f 6.1 5.6 4.5 4.9 6.1 6.1
Bankfull Width/Depth Ratio 11.5 10.2 11.4 11.7 10.3 -
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >6.3 >6.1
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 1.0

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 8 -Pool
58.5 -
57.5
56.5
-_ .- - ,-•c --- ---- ------
------
0 55.5
ra
m ,
w 54.5
53.5
52.5 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 8(Pool)
DIMENSIONS SUMMARY Base MY! MY2 MY3 MY5 MY7 Mti'
Bankfull Elevation(ft)-Based on AB-XSA1 55.5 55.5 55.5 55.5 55.8 55.8
Bankfull Width(C)1 9.4 8.8 8.8 8.6 10.6 10.9
Floodprone Width(ft)1 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.0 0.9 0.8 0.8 0.9
Bankfull MaxDepth(ft)2 1.6 1.4 1.3 1.3 1.7 1.7
Low Bank Elevation(ft) - - - - - 55.9
Bankfull Cross Sectional Area(ft2)2 9.7 7.8 6.7 7.1 9.7 11.4
Bankfull W idth/Depth Ratio 9.0 10.0 11.7 10.5 11.7 -
Bankfull Fntrenchment Ratio 1 >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio! 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 9 -Riffle
58.5
57.5
56.5
I
54.5
53.5
52.5 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 9(Riffle)
DIMENSIONS SUMMARY A Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Devation(ft)-Based on AB-XSA' 55.3 55.3 55.3 55.3 55.4 55.6
Bankfull Width(ft)' 9.8 9.5 9.2 9.7 14.3 10.7
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.2 1.1 1.0 1.0 0.8
Bankfull Max Depth(ft)2 1.9 1.8 1.6 1.7 1.8 1.7
Low Bank Elevation(ft) - - - - - 55.4
Bankfull Goss Sectional Area(ft2)2 11.3 10.2 9.0 9.5 11.3 9.2
Bankfull Width/Depth Ratio 8.5 8.8 9.5 9.9 18.1 -
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >3.5 >4.7
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.9

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 10 - Pool
58
57
56 �'-
c
0 55 -- -- - -
aDi /
w 54 -
53
52
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 -Year 2 Year 3 - Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 10(Pool)
DIMENSIONS SUMMARY I Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-NSA' 54.8 54.8 54.8 54.8 55.0 55.0
Bankfull Width(ft)' 7.0 6.7 6.7 6.7 12.4 10.7
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.1 1.1 0.9 0.9 0.6
Bankfull Max Depth(ft)2 1.9 1.8 1.7 1.6 1.8 1.4
Low Bank Elevation(ft) - - - - - 54.8
Bankfull Cross Sectional Area(ft2)2 8.0 7.1 6.2 5.9 8.0 s 9
Bankfull Width/Depth Ratio 6.1 6.3 7.3 7.7 19.2 -
Bankfoll Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 11 - Riffle
57
56 -
I
55 -
c
0 54 4• �rrr.. -
CZ
_0
w 53
52 -
51 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1
Year2 Year3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 11(Riffle)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 53.9 53.9 53.9 53.9 54.0 54.1
Bankfull Width(ftl� 9.0 7.2 7.7 8.0 11.0 9.0
Floodprone Width(ft)� 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.8 0.6 0.7 0.6
Bankfull Max Depth(Of 1.3 1.2 1.1 1.2 1.3 1.3
Low Bank Elevation(ft) - - - - -
Bankfull Cross Sectional Area(tlt f 6.7 5.6 5.0 5.5 6.7 6.2
Bankfull W idth/Depth Ratio 12.2 9.4 12.0 11.6 18.1 -
Bankfull Entrenchment Ratio' >2.2 >2.2 2.2 >2.2 >4.0 >5.6
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9. 1.0'

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 12 - Pool
57
56 -
I
55
C
0 54 CP
El /
\ill/
52
51 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 - Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 12(Poop
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 54.3 54.3 54.3 54.3 54.6 54.6
Bankfull Width(ft)' 11.3 10.2 10.4 10.4 11.8 13.0
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankroll Mean Depth(ft) 1.4 1.2 1.2 1.2 1.3
Bankfull Max Depth(ft)' 2.6 2.3 2.3 2.3 2.6 2.5
Low Bank Elevation(ft) - - - - - N/A
Bankroll Cross Sectional Area(ftt)t 15.5 12.7 12.0 13.0 15.5 I5"I
Bankfull Width/Depth Ratio 8.3 8.2 9.0 8.4 9.0 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 13 - Riffle
56.5
55.5 -
54.5
N
w
52.5 -
51.5
50.5 - 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 13(Riffle)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 53.3 53.3 53.3 53.3 53.5 53.6
Bankfull Width(ft)' 12.1 10.2 10.2 9.0 27.0 8.9
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.8 0.6 0.7 0.3
Bankfull Max Depth(ft)2 1.5 1.5 1.3 1.2 1.5 1.3
Low Bank Elevation(ft) - - - - -
Bankfull Cross Sectional Area(ft2)2 8.7 8.2 6.1 6.1 8.7 6.1
Bankfull Width/Depth Ratio 17.0 12.8 17.2 13.2 84.1
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >1.8 >5.7
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.8

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Upstream Downstream
Muddy Run II Reach 2 Cross Section 14 - Pool
56
55
-
•
co /
w 52
51 `,e
50 7
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 14(Pooh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Devotion(ft)-Based on AB-XSA� 52.8 52.8 52.8 52.8 53.0 53.0
Bankfall Width(ft) 9.0 7.8 10.1 8.5 11.0 10.9
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(B) 1.0 0.9 0.7 0.8 0.8
Bankfull MaxDepth(ft)� 2.0 1.8 1.5 1.5 1.8 2.
Low Bank Elevation(B) - - - - N/A
Bankfull Cross Sectional Area(ft2)2 8.9 7.8 6.8 6.8 8.9 20.4
Bankfull Width/Depth Ratio 9.2 9.9 15.0 10.6 13.6
Bankfull Entrenchment Ratio >22 >2.2 >22 >2.2
N/A N/A
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 3A Cross Section 15 -Run
56
55 -
54
c
co
w 52
51
50 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year1 Year 2 Year 3 Years
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 15(Runn)
DIMENSIONS Si1MMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankthll Desertion(ft)-Based on AB-XSA 53.0 53.0 53.0 53.0 53.1 53.1
Banldull Width(ft)r 11.8 11.9 10.8 11.5 11.8 11.6
Floodprone Width(ft)r 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.2 1.1 1.2 1.1 1.2
Bankfull Max Depth(ft)2 1.8 1.8 1.7 1.7 1.9 1.9
Low Bank Elevation(ft) - - - - - 531
Ban kfull Cross Sectional Area(ft2)� 13.7 12.9 12,4 12,4 13.7 13.3
Bankfull Width/Depth Ratio 10.2 10.9 9.3 10.7 10.1
Bankfull Entrenchment Ration >22 >22 >22 >22 >4.3 >4.3
Bankfull Bank Height Ration 1.0 1.0 1.0 1.0 1.0 1.0

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Muddy Run II Reach 3A Cross Section 16 -Run
55.5
54.5 -
53.5 -
c
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49.5 - ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1
Year2 Year3 Years
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 16(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MYS MY7 MY+
Bankfull Elevation(ft)-BasedonAB-XS(A� 52.3 52.3 52.3 52.36 52.3 52.4
Bankfull Width(ft)� 11.3 11.6 12.2 11.6 13.0 7.1
Floodprone Width(ft)a 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.9 0.9 0.8 0.9 0.8
Bankfull Max Depth(Of 1.9 1.7 1.6 1.7 1.9 2.0
Low Bank Elevation(ft) - - - - - 52.1
Bankfull Gross Sectional Area(ftt)� 9.8 9.9 9.4 9.9 9.8 72.9
Bankfull Width/Depth Ratio 13.0 13.6 15.8 13.6 17.3 -
Bankfull FBtrenchment Ratioa >2.2 >22 >2.2 >2.2 >3.9 >7.1
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.8 0.9

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Upstream Downstream
Muddy Run II Reach 3A Cross Section 17 -Run
54
53 _ _
52
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w 50
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49
48 i 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 17(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 50.8 50.8 50.8 50.8 51.1 51.1
Bankfull Width(0 10.5 10.5 10.0 10.1 11.8 12.4
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.2 1.2 1.0 1.0 1.1
Bankfull Max Depth(ft)2 1.8 2.0 1.5 1.7 1.8 1.9
Low Bank Elevation(ft) - - - - - 51.2
Bankfull Cross Sectional Area(ft2)t 12.4 12.7 10.0 10.6 12.4 13.5
Bankfull W idth/Depth Ratio 8.9 8.6 10.0 9.6 11.2
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >4.3 >4.1
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 1.0

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Muddy Run II Reach 3A Cross Section 18 - Pool
53.5
52.5
51.5 /
50.5 • . . .�
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w 49.5
48.5 �-
47.5i
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 18(Pool)
DIMENSIONS SUMMARY t Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Devaon(ft)-Based on AB-XSA1 50.1 50.1 50.1 50.1 50.4 50.6
Bankfull Width(ft)1 10.6 9.9 10.7 9.9 16.1 12.5 _
Floodprone Width(ft)1 50.3.0 50.0 50.0 50.0 40.0 50.0
Bankfull Mean Depth(It) 1.1 0.9 1.0 0.9 -
Bankfull MaxDepth(ft)2 2.0 1.8 1.4 1.5 1.8 1.8
Low Bank Elevation(ft) - - - - - N/A
Bankfull Cross Sectional Area(ft2)2 14.2 11.3 9.6 10.0 14.2 12.6
Bankfull Width/Depth Ratio 7.9 8.7 12.1 9.8 18.3 -
Bankfull Entrenchment Ratio 1 >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio 1 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 19 -Run
54
53
i- - -
52 �i
0 51
_m
w 50
49 - /
48 -1 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 - - -- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 19(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 50.5 50.5 50.5 50.5 50.8 50.8
Bankfull Width(ft)' 11.4 11.1 11.3 11.3 14.9 14.8
Floodprone Width(ft)r 50.0 50.0 50.0 50.0 50.0 49.8
Bankfull Mean Depth(B) 1.3 1.0 0.9 0.9 1.0
Bankfull Max Depth(ftf 2.0 1.7 1.6 1.7 1.8 1.7
Low Bank Elevation(ft) - - - - - 50.5
Bankfull Cross Sectional Area(ft2)2 14.2 11.1 10.3 10.4 14.2 10.7
Bankfull Width/Depth Ratio 9.1 11.1 12.5 12.2 15.6 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3.3 >3 4
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 0.9

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Muddy Run II Reach 3A Cross Section 20 - Riffle
53.5 -
52.5
51.5
c
50.5
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w 49.5
48.5
,
47.5
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year1 Year 2 Year 3
Year 5
Year 7 ---- Approx.Bankfull Floodprone Area • Low Bank
Cross Section 20(Riffle)
IMENSIONS SUMMARY Base MY1 MY2 MY3 MYS MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA: 50.5 50.5 50.5 50.5 50.4 50.6
Bankfull Width(ft)� 9.3 8.9 11.2 9.0 20.5 8.8
Floodprone Width(ft); 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.2 1.2 1.1 1.2 0.5 -
Bankfull Max Depth(ft)' 2.0 2.0 2.0 2.3 2.3 2.3
Low Bank Elevation(ft) - - - - - 50.5
Bankfull Cross Sectional Area(ft)2 11.3 10.3 11.2 17.1 1 L3 10.2
Bankfull Width/mepth Ratio 7.7 7.7 8.8 7.3 37.4 - _
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.4 >2.3
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 0.9

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Upstream Downstream
Muddy Run II Reach 3A Cross Section 21 - Pool
53
52 -
51
o 50
_m
w 49
48
47 , ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull Low Bank
Cross Section 21(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MYS MY7 MY+
Bankfull Elevation(tt)-Based on AB-XSA' 50.3 50.3 50.3 50.3 503 50.0
Bankfiill Width(ftl' 11.7 9.1 10.0 9.6 8.3 8.0
Floodmm�e W idth(ftl� 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.9 0.8 0.8 1.0 -
Bankfiill Max Denth haiku):
1.7 1.7 1.9 2.1 2.2 1.7
Low Bank Elevation(ft) - - - 49.7 _
Bankfull Cross SectionalArea(ft2)2 8.6 8.l 7.9 8.1 8.6 6.6
Bankfull Width/Depth Ratio 16.0 10.2 12.8 11.4 8.1 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2,2 N/A N/A
Bankfull Bank Height Ratio' 1.0 LO 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 22 - Pool
52
51
o 49
fi
w 48 //
47
46 -
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 22(Pooh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 49.0 49.0 49.0 49.0 49.1 49.2
Bankfull Width(ft)1 9.3 9.3 9.9 9.0 9.2 9.3
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.3 1.6 1.2 1.2 1.3 -
Bankfull Max Depth(ft)r 2.2 2.4 2.1 1.8 2.0 1.9
Low Bank Elevation(ft) - - - - - 492
Bankfull Cross Sectional Area(ft2)2 12.3 14.5 12.1 10.9 12.3 12.5
Bankfull Width/Depth Ratio 7.0 6.0 8.0 7.4 6.9 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >22 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 3A Cross Section 23 - Riffle
52
51
50
0 49
_m
w 48
47
46 -1 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 23(Riffle)
DIMENSIONS SUMMARY ' Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 49.3 49.3 49.3 49.3 49.4 49.4
Bankfull Width(ft)' 7.8 7.7 7.7 7.3 8.6 7.6
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.1 1.0 0.9 0.9 1.0 -
Bankfull Max Depth(ft)5 1.7 1.8 1.6 1.8 2.1 1.9
Low Bank Elevation(ft) - - - - - 49.4
Bankfull Cross Sectional Area(ft5)5 8.3 7.9 6.9 6.7 8.3 8.2
Bankfull Width/Depth Ratio 7.4 7.5 8.6 8.0 8.9 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >5.8 >6.6
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.1 1.0

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Muddy Run II Reach 3A Cross Section 24 - Riffle
52
51
50
c +
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fi
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47 ___\44
46 -1 r
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 24(Riffle)
DIMENSIONS SUMMARY ' Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA= 48.8 48.8 48.8 48.8 49.0 49.1
Bankfull Width(ft)' 11.7 11.8 11.3 11.9 24.6 12.0
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.5 1.4 1.2 1.2 0.7 -
Bankfull Max Depth(ft)5 2.1 2.0 1.8 1.7 2.1 2.0
Low Bank Elevation(ft) - - - - - 48.9
Bankfull Cross Sectional Area 012)2 18.0 17.1 13.7 14.6 18.0 15.8
Bankfull Width/Depth Ratio 7.6 8.2 9.3 9.7 33.6 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >2.0 >42
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.9

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Muddy Run II Reach 3A Cross Section 25 - Pool
51
50
i.-
49 --- �� ---��
0 48 \ . .% . . . .
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W 47 /
46
45 -1 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 - Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 25(Pooh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 48.7 48.7 48.7 48.7 48.8 49.0
Bankfull Width(ft)I 14.1 13.9 13.8 14.7 15.7 16.3
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.8 1.7 1.7 1.5 1.6
Bankfull Max Depth(ft)5 3.1 2.8 2.6 2.7 2.8 2.1
Low Bank Elevation(ft) - - - - - 48.7
Bankfull Cross Sectional Area(ft2)2 25.0 24.3 22.9 22.6 25.0 21.0
Bankfull Width/Depth Ratio 7.9 8.0 8.3 9.6 9.8 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 26 - Pool
51
50 -
o.
49' S1OT5O2S3O35TO4IO
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Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 26(Pooh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(B)-Bas ed on AB-XSAw 48.6 48.6 48.6 48.6 48.8 48.8
Bankfull Width(ft)I 14.9 15.7 15.0 15.1 16.0 16.2
Floodprone Width(ft) 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.7 1.6 1.5 1.5 1.5
Bankfull Max Depth(ft)r 3.2 3.1 2.6 2.6 2.9 2.3
Low Bank Elevation(ft) - - - - - 48.5
Bankfull Cross Sectional Area(ft>)r 24.9 25.7 23.2 21.9 24.9 20.6
Bankfull Width/Depth Ratio 8.9 9.6 9.7 10.3 10.4 -
Bankfull Entrenchment Ration >2.2 >2.2 >22 >2.2 N/A N/A
Bankfull Bank Heigh[Ratior 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 27 -Run
51.5
50.5
49.5
I48.5
47.5
46.5 ��
45.5 , ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
_ Cross Section 27(Ruh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSAi 48.8 48.8 48.8 48.8 48.9 48.9
Bankfull Width(ft)' 12.7 12.4 13.7 13.3 16.3 12.9
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.5 1.5 1.4 1.4 1.2 1
Bankfull Max Depth(ft)2 2.3 2.3 2.3 2.2 2.4 2.4
Low Bank Elevation(ft) - - - - - 48.9
Bankfull Cross Sectional Area(ft2)r 19.4 18.9 19.3 19.1 19.4 20.I
Bankfull Width/Depth Ratio 8.3 8.1 9.7 9.2 13.6 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3.1 >3.9
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 1.0

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Muddy Run II Reach 3A Cross Section 28 - Pool
50.5
49.5
48.5
I
46.5
45.5
44.5 i ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
_ Cross Section 28(Pooh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 48.4 48.4 48.4 48.4 48.5 48.6
Bankfull Width(ft)' 13.4 13.3 14.0 13.9 21.6 14.5
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 500
Bankfull Mean Depth(ft) 1.8 1.7 1.6 1.6 1.1 -
Bankfull Max Depth(ft)y 2.9 2.9 2.7 2.5 2.7 2.4
Low Bank Elevation(ft) - - - - - 48.5
Bankfull Cross Sectional Area(ft>)2 24.6 23.2 22.2 21.8 24.6 22.3
Bankfull Width/Depth Ratio 7.3 7.6 8.8 8.9 19.1 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 29 -Run
-
50
49 -
o 48
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w 47
46 -
45 i
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
_ Cross Section 29(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bank full Elevation(ft)-Based on AB-XSAi 48.3 48.3 48.3 48.3 48.4 48.5
Bankfull Width(ft)� 13.4 13.7 13.9 13.7 15.6 15.6
Floodprone Width(ft)) 50.0 50.0 50.0 50.0 50.0 50.0
Bank'full Mean Depth(9) 1.5 1.4 1.4 1.4 1.3 -
Bankroll Max Depth(ft)' 2.1 2.3 2.0 2.1 2.2 1.9
Low Bank Elevation(ft) - - - - - 48 3
Bankfull Cross Sectional Area(95)5 19.8 19.7 18.9 18.7 19.8 17
Bankfull Width/Depth Ratio 9.1 9.5 10.3 10.1 12.2 -
Banldull Entrenchment Ratio >22 >22 >22 >22 >3.3 >33
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 0.9

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Muddy Run II Reach 3A Cross Section 30 - Pool
50
49
48
o 47
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w 46
45
44 -1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 30(Pooh
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 47.4 47.4 47.4 47.4 47.5 47.6
Bankfull Width(ft)' 12.9 13.1 14.0 13.2 17.3 16.8
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.4 1.3 1.2 1.2 1.1 -
Bankroll Max Depth(ft)2 2.3 2.2 2.0 2.1 2.3 1.9
Low Bank Elevation(ft) - - - - - 47.5
Bankfull Cross Sectional Area(12)2 18.4 17.4 16.6 16.3 18.4 16.6
Bankfull Width/Depth Ratio 9.1 9.8 11.9 10.7 16.3 -
Bankfull Entrenchment Ratio' >22 >2.2 >22 >2.2 N/A NiA
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A NiA

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Muddy Run II Reach 3A Cross Section 31 -Run
50.5
1
49.5
48.5
I
•
47.5 7 --
46.5
45.5
44.5 -
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 31(Ruh
DIMENSIONS SUMMARY i Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(II)-Based on AB-XSA 47.5 47.5 47.5 47.5 47.6 47.6 _
Rankfir0 Width(ftl� 13.7 14.2 14.3 14.7 16.6 13.3
Floodnrone Width(ftl' 50.0 50.0 50.0 50.0 50.0 50.0
Bankroll Mean Depth(ft) 1.2 1.0 1.0 0.9 0.9 - _
Raukfiill MaxDenth(ftl2 2.1 1.9 1.7 1.7 1.9 1.6
Low Bank Elevation(ft) - - - - - 47.4
Bankfull Cross Sectional Area(ft2)Z 15.8 14.6 13.8 13.7 15.8 12.6
Bankfull Width/Depth Ratio 11.9 13.8 14.8 15.9 17.5 -
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >3 >3.8
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.9

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Muddy Run II Reach 3A Cross Section 32 -Run
50.5
49.5
48.5
47.5
iii
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w 46.5
45.5
44.5 , ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 32(Run)
DIMENSIONS SUMMARY Base MYI MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 47.7 47.7 47.7 47.7 47.8 47.8
Bankfull Width(ft)' 10.5 10.7 11.3 11.2 11.3 10.8
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.3 1.3 1.2 1.2 1.2 -
Bankfull Max Depth(ft)a 2.2 2.0 2.1 2.0 2.1 2.0
Low Bank Elevation(ft) - - - - - 47.8
Bankfull Cross Sectional Area(ft2)2 13.8 13.4 13.5 13.4 13.8 13.0
Bankfull Width/Depth Ratio 8.0 8.5 9.5 9.3 9.2
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >4.4 >4.7
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.0 1.0

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Muddy Run II Reach 3A Cross Section 33 - Pool
50
49 -
48 - -z --
c
O 47
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w 46
45
44 , ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 33(Pool)
DIMENSIONS SUMMARY Base MYI MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA" 47.7 47.7 47.7 47.7 47.9 47.9
Bankfull Width(ft)' 11.5 12.0 13.5 13.0 17.2 12.0
Floodprone Width(ft)" 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.7 1.6 1.3 1.4 1.1 -
Bankfull Max Depth(ft)5 3.1 2.9 2.6 2.6 2.8 2.5
Low Bank Elevation(ft) - - - - - N/A
Bankfull Cross Sectional Area(ft5)5 19.5 19.0 17.3 17.8 19.5 169
Bankfull Width/Depth Ratio 6.8 7.6 10.5 9.5 15.1
Bankfull Entrenchment Ratio' >22 >22 >2.2 >22 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 34 - Pool
49 -
48
47
c
0 46
_m
w 45
44
43 - 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 • Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 34(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based onAB-XSA" 47.2 47.2 47.2 47.2 47.4 47.5
Bankfull Width(ft)' 10.4 10.5 9.9 10.1 16.2 12.3
Floodprone Width(ft)` 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 2.1 1.9 1.8 1.8 1.3
Bankfull Max Depth(ft)5 3.1 3.0 2.8 2.8 3.0 2.7
Low Bank Elevation(ft) - - - - - 47.4
Bankfull Cross Sectional Area(ft2)2 21.4 20.5 18.2 18.6 21.4 19.6
Bankfull Width/Depth Ratio 5.0 5.4 5.4 5.5 12.3 - _
Bankfull Entrenchment Ratio` >22 >22 >2.2 >22 N/A N/A
Bankfull Bank Height Ratio` 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3A Cross Section 35 -Run
50
49 -
48
m 47 •
m
w
46
45
44 7
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
_ Cross Section 35(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA" 46.9 46.9 46.9 46.9 47.0 47.0
Bankfull Width(ft)' 9.5 8.8 9.0 9.6 10.9 11.4
Floodprone Width(ft)" 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.3 1.3 1.2 1.2 1.1
Bankfull Max Depth(ft)5 2.0 1.9 1.9 1.9 1.9 1.9
Low Bank Elevation(ft) - - - - - 47.0
Bankfull Cross Sectional Area(ft2)2 12.1 11.7 11.1 11.4 12.1 12.2
Bankfull Width/Depth Ratio 7.4 6.7 7.4 8.0 9.8 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >4.6 >4.4
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.1 1.0

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Muddy Run II Reach 3B Cross Section 36 - Pool
49
48
47 • •
c i 11111=111 III
O 46
I. 4L•-•-•-•-•-•JJI ••L••.• tt4•-•-•-.
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w 45
44
43 , 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 36(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 45.6 45.6 45.6 45.6 45.8 45.9
Bankfull Width(ft)' 9.3 9.0 8.6 8.4 9.7 10.5
Floodprone Width(ft)a 50.0 50.0 50.0 50.0 50.0 50.0
Bankroll Mean Depth(ft) 0.9 0.9 0.8 0.8 0.9 -
Bankfull Max Depth(ft)5 1.7 1.5 1.3 1.5 1.6 1.5
Low Bank Elevation(ft) - - - - - 45.9
Bankroll Cross Sectional Area(ft2)2 8.7 8.1 6.7 6.9 8.7 9.2
Bankroll Width/Depth Ratio 9.9 10.1 11.0 10.3 10.9 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankroll Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 3B Cross Section 37 -Run
49
48 -
47
c
46 VW
_m
w 45
44
43
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
_ Cross Section 37(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 45.5 45.5 45.5 45.5 45.6 45.6
Bankfull Width(ft)' 12.4 11.9 9.7 9.7 12.1 12.0
Floodprone Width(ft)� 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.5 0.5 0.5 0.5 0.5
Bankfull Max Depth(ft)' 1.0 1.1 1.1 1.2 1.2 12
Low Bank Elevation(ft) - - - - - 45.3
Bankfull Cross Sectional Area(ft')2 6.1 5.8 4.8 4.6 6.1 2.II
Bankfull Width/Depth Ratio 25.4 24.4 19.4 20.5 24.3
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >4.1 >4.
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.7

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Muddy Run II Reach 3B Cross Section 38 - Pool
48
47
46
c
0 45
as
co
w 44
43
42 -1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 -Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 38(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 45.4 45.4 45.4 45.4 45.5 45.8
Bankfull Width(ft)' 10.0 8.8 9.6 10.2 10.0 10.5
Floodprone Width(ft)" 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.3 1.1 1.0 0.9 1.0 -
Bankfull Max Depth(ft)5 2.0 1.8 1.8 1.9 1.8 1.7
Low Bank Elevation(ft) - - - - - 45.6
Bankfull Cross Sectional Area(ft2)2 12.6 9.2 9.6 9.1 10.5 I0_I
Bankfull Width/Depth Ratio 7.9 8.4 9.7 11.4 9.6
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 3B Cross Section 39 -Run
48.5
47.5
46.5
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w /
44.5
43.5
42.5 - c
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 39(Run)
DIMENSIONS SUMMARY Base MYI MY2 MY3 MY5 MY7 MY+
Bankfull©elution(ft)-Bowdon AB-XSA 45.2 45.2 45.2 45.2 45.2 45.2
Bankfull Width(ft)� 8.2 7.2 8.2 8.4 8.9 8.7
Floodprone Width(ft): 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.9 0.9 0.8 0.8 0.9 -
BankfullMaxDepth(ft)5 1.5 L5 1.5 1.6 1.6 1.5
Low Bank Elevation(F) - - - - 1.5 45.1
Bankfull Cross Sectional Area(ft2): 7.6 6.5 6.9 7.6 (,7
Bankfull Width/Depth Ratio 8.7 7.9 9.7 160.74 10.5
Bankfull Entrenchment Ratio: >202 >202 >202 >202 >5.6 >5.8
Bankfull Bank Heigh[Ratio: 1.0 1.0 1.0 1.0 0.9 0.9

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Muddy Run II Reach 3B Cross Section 40 - Pool
48
47
46
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Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 - - -- Approx.Bankfull Low Bank
Cross Section 40(Pool)
Base MYl MY2 MY3 MY5 MY7 MY+
DIMENSIONS SUMMARY
Bankfull Elevation(ft)-Based on AB-RSA' 45.0 45.0 45.0 45.0 45.3 45.4
Bankfull Width(ft)' 10.3 10.3 9.7 10.6 24.6 14.0
Floodprone Width(ft))' 50.0 50.0 50.0 50.0 45.0 45.0
Bankfull Mean Depth(ft) 1.4 1.1 1.0 0.9 0.6 -
Bankfull Max Depth(ft)2 2.5 2.0 1.5 1.3 2.1 1.6
Low Bank Elevation(ft) - - - - - 45.0
Bankfull Cross Sectional Area(ft2)2 14.3 11.7 9.5 9.3 14.3 8.7
Bankfull Width/Depth Ratio 7.4 9.0 9.9 12.1 42.2 -
Bankfull Entrenchment >22 >22 >22 2 /n
Bankfull Bank Height RatiRatio,'o 1.0 1.0 1.0 1.0>2 N/AN/A N/AN

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Muddy Run II Reach 3B Cross Section 41 -Run
48
47 -
46
c
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43
42 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 41(Runk
DIMINS IONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfu110er'ation(ft)-Based on AB-XSA 45.1 45.1 45.1 45.1 45.2 45.2
Bankfull W idth(ft): 81.9 8.5 8.6 9.0 9.9 13.7
Floodprone Width(ft)� 50.0 50.0 50.0 50.0 50.0 50.0
Bankfu�Mean Depth(ft) 1.1 1.1 1.0 0.9 1.0
Bankfull Max Depth(ft)t 1.9 1.8 1.8 1.7 1.9 1.8
Low Bank Elevation(ft) - - - - - 45.0
Bankfull Cross Sectional Area(ftt)t 10.2 9.0 8.8 8.6 10.2 8.1
Bankfull Width/Depth Ratio 7.8 8.0 8.3 9.5 9.5
Bankfull Entrenchment Ratio >22 >2.2 >2.2 >2.2 >5.1 >3.6
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.7 0.9

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Muddy Run II Reach 3C Cross Section 42 -Run
48
47 _
46
45 -
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42 - .��
41 ��
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40 i
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 42(Run)
DIMENSIONS SUMMARY Base MYI MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(11)-Based on AB-XSA 44.0 44.0 44.0 44.0 44.5 44.4
Bankfull Width(ft)+ 23.5 24.1 28.1 21.9 34.3 23.5
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.7 1.5 1.4 1.4 1.
Bankfull Ma Depth(ft)t 3.8 3.7 3.6 2.9 3.32
2.9
Low Bank Elevation(ft) - - - - - 44.0
Bankfull Cross Sectional Area(ftt)t 39.7 35.7 38.3 31.0 39.7 31.0
Bankfull Width/Depth Ratio 13.97 16.2 20.6 15.4 29.6 -
Bankfull Entrenchment Ratio 2.1 2.1 1.8 >2.2 >1.5 >2.1
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.8 0.9

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Muddy Run II Reach 3C Cross Section 43 -Run
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o0 42
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fi
co 41
w
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39
38 7
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 43(Run)
DIMINSIONS SUMMARY Base MYl MY2 MY3 MY5
MY7 MY+
Bankfull Devotion(B)-Bas ed on AB-XSA� 41.3 41.3 41.3 41.3 42.2 42.3
Bankfull Width(ft)� 9.4 9.2 10.6 8.3 14.4 14.4
Floodprone Width(ft)' 29.0 29.0 15.0 15.0 28.6 30.2
Bankfull Mean Depth(ft) 1.4 0.7 0.46 0.3 0.9 I
BankfullMaxDepth(ft)t 2.2 0.9 0.6 0.4 1.3 1.7
Low Bank Elevation(ft) - - - - - 42.6
Bankfull Cross Section al Area(02)2 13.2 6.5 4.7 2.5 13.2 17.7
Bankfull Width/De 6.7 13.2 23.9 28.0 15.6 -
Bankfull Entrenchmet >2.2 >2.2 1.4 >2.2 >2 >2.1
Bankfull Bank Height::: 1.0 1.0 1.0 1.0 1.1 1.2

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Muddy Run II Reach 3C Cross Section 44 - Run
48
47
46
/
45 -
c 44 - -
o
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cp
w 42
41 --- V ------r-- --
40 ��
39 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 Floodprone Area - --- Approx.Bankfull Low Bank
Cross Section 44(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 41.5 411.5 431.5 411.5 411.6 41.8
Bankfull Width(ft)' 13.723 13.5 13.2 13.9 14.2 15.1
Floodprone Width(ft)' 22.0 22.0 20.0 20.0 23.0 21.8
Bankfull Mean Depth(ft) 1.4 1.3 1.2 1.2 1.4
Bankfull Max Depth(ft)2 2.0 2.0 1.7 1.7 2.0 4.0
Low Bank Elevation(It) - - - - - 43.9
Bankfull Cross Sectional Area(@2)t 19.6 18.0 15.2 16.8 19.6 59 2
Bankfull Width/Depth Ratio 9.6 10.1 11.0 11.4 10.3 I
Bankfull Entrenchment Ratio' 1.6 1.6 1.5 >2.2 >1.6 >I.4
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.7 2.1

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Muddy Run II Reach 3C Cross Section 45 -Run
45
44
43 • • • ,• • • •• -
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40
39 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 45(Run)
DIMENSIONS SUMMARY
Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-BasedonAB-XSA 41.4 41.4 41.4 411.4 411.6 411.7
Bankfull Width(ft)� 11.8 11.5 11.2 10.8 12.4 12.4
Floodprone Width(ft) 35.3 35.3 30.0 30.0 37.0 38.7
Bankfull Mean Depth(ft) 1.2 1.2 1.0 1.0 1.2
Bankfull Max Depth(ft)2 1.9 2.0 1.7 1.4 1.7 3.0
Low Bank Elevation(ft) - - - - - 42.9
Bankfull Gross Sectional Area(ftt)t 14.6 13.8 11.3 10.4 14.6 32.8
Bankfull Width/Depth Ratio 9.5 9.6 11.1 11.2 10.5 -
BankfullEntrenchment Ratio >2.2 >2.2 >2.2 >2.2 >3.0 >3.1
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.5 1.7

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Muddy Run II Reach 4 Cross Section 46 -Run
53 -
52
51
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w \
49 /
48
47 , ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 46(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 49.3 49.3 49.3 49.3 49.7 49.9
Bankfull Width(ft)' 8.4 7.2 7.8 6.0 11.6 13.0
Floodprone Width(ft)' 42.5 42.5 42.5 42.5 50.0 50.0
Bankfull Mean Depth(ft) 0.8 0.7 0.6 0.6 0.5
Bankfull Max Depth(ft)2 1.5 1.2 1.1 1.1 1.5 1.2
Low Bank Elevation(ft) - - - - - 49.7
Bankfull Cross Sectional Area(ftt)t 6.3 5.1 4.7 3.4 6.3 1 39
Bankfull Width/Depth Ratio 11.1 10.2 12.9 10.7 21.1 I -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >4.3 >3.9
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.8 0.9

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Muddy Run II Reach 4 Cross Section 47 - Pool
52
51
50 ---,ft....4N_ ___.-
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46 -1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 -- -- Approx.Bankfull • • • • Low Bank
Cross Section 47(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA' 48.2 48.2 48.2 48.2 48.6 48.9
Bankfull Width(ft)' 6.7 6.3 8.6 5.7 16.4 10.6
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 38.0 50.0
Bankfull Mean Depth(ft) 0.9 0.8 0.5 0.5 1.2 1
Bankfull MaxDepth(ft)5 1.8 1.5 0.9 0.9 1.2 I 0.9
Low Bank Elevation(ft) - - - - - 48.6
Bankfull Cross Sectional Area(ftY 6.0 5.3 4.2 2.9 6.0 3.6
Bankfull Width/Depth Ratio 7.3 7.4 17.7 11.3 44.8 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Muddy Run II Reach 5A Cross Section 48 - Riffle
45
44
43
42
c
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•
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39 -
38
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area • Low Bank
Cross Section 48(Riffle)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Uevrfion(B)-BasedonAB-XSA� 41.0 41.0 41.0 41.0 451071901. 41.2
Bankfull Width(ft): 15.1 15.0 15.1 15.3 15.5
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.(I
Bankfull Mean Depth(ft) 1.7 1.7 1.6 1.5 1.4
Bankfull Max Depth(ft)2 2.6 2.7 2.6 2.6 2.8 3.0
Low Bank Elevation(ft) - - - _ - 41.2
Bankfull Cross Sectional Area(ft2)2 25.3 24.8 24.0 23.4 25.3 25.3
Bankfull Weidth/Depth Ratio 9.0 9.1 9.5 10.0 12.7 -
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >202 >2.8 >3.3
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.8 1.0

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Muddy Run II Reach 5A Cross Section 49 - Pool
42.5
41.5
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w 38.5 il
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36.5 ,
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Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 49(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA" 40.5 40.5 40.5 40.5 40.3 40.3
Bankfull Width(ft)' 16.6 17.0 19.3 17.6 15.4 15.4
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.7 1.7 1.4 1.6 1.8
Bankfull Max Depth(ft)2 3.1 3.1 3.1 3.3 3.2 3.2
Low Bank Elevation(ft) - - - - - 40.4
Bankfull Cross Sectional Area(ftY 27.4 28.5 27.3 28.3 27.4 28.0
Bankfull Width/Depth Ratio 10.0 10.2 13.7 11.0 8.6
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 5A Cross Section 50 - Pool
42
41
40 --
c
0 39
_m
w 38
37
36
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 -Year 5 Year 7 -- -- Approx.Bankfull Low Bank
Cross Section 50(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfu110evation(ft)-Basedon AB-XSAt 40.0 40.0 40.0 40.0 40.1 40.1
Bankroll Width(ft)' 18.5 17.7 21.6 17.8 21.6 20.3
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankroll Mean Depth(ft) 1.8 1.7 1.5 1.7 1.5
Bankfull Max Depth(Of 3.2 3.1 3.2 3.1 3.2 3.0
Low Bank Elevation(ft) - - - - - 40.0
Bankroll Cross Sectional Area(ft2)� 32.9 30.7 31.7 30.2 32.9 30.3
Bankroll Width/Depth Ratio 10.4 10.2 14.7 10.6 14.2 -
Bankroll Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A
Bankroll Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A

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Upstream Downstream
Muddy Run II Reach 5A Cross Section 51 - Riffle
44
43
42 -
41
c
0 40 Prreerr . . • rrr.-.-.-.-.
as
w 39
38
37
36 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 51(Riffle)
DIMENSIONS SUMMARY Au Base MYI MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-XSA 40.0 40.0 40.0 40.0 40.1 40.2
Bankfull Width(ft)' 16.2 16.1 16.3 15.9 22.2 17.7
Floodprone Width (ft 50.0 50.0 50.0 50.0 50.0 50.0
Bankfu6 Mean Depth(ft) 1.5 1.4 1.5 1.4 1.1 -
Bankfull Max Depth(ft; 2.4 2.3 2.6 2.7 2.6 3.0
Low Bank Elevation(ft) - - - - - 40.1
Bankfull Cross Sectional Area(ftt2)2 24.7 23.2 23.7 22.7 24.7 23.6
Bankfull Width/Depth Ratio 10.6 11.2 11.2 11.1 20.0 - _
Bankfull Entrenchment Ratio: >22 >22 >2.2 >2.2 >2.3 >2.8
Bankfull Bank Height Ratio: 1.0 1.0 1.0 1.0 1.0 1.0

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Upstream Downstream
Muddy Run II Reach 5A Cross Section 52 - Run - Reach Repaired in Year 3
42
41 - - - - -
40 -
39
c 38
0
> 37 . • • • • --- --- - . . .
m
w
36
35
34
33 , 1
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Year 3 Year 5 Year 6 Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 52(Run)
DIMENSIONS SUMMARY - - Base MYl MY2 MY3* MY5 MY6 MY7
Bankfull Devotion(ft)-Based on AB-XSA' 39.8 39.8 39.8 37.0 36.8 36.9 37.0
Bankfull Width(ft)' 17.7 17.8 19.3 10.6 8.1 8.8 8.8
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 >49.7 49.7
Bankfull Mean Depth(ft) 1.8 2.1 2.7 1.4 1.8 - -
Bankfull Max Depth(ft; 3.1 4.5 5.9 2.1 2.3 2.5 2.7
Low Bank Elevation(ft) - - - - - 37.0 37.1
Bankfull Cross Sectional Area(B2)2 31.8 36.9 52.3 14.6 14.6 15.5 16.0
Bankfull Width/Depth Ratio 9.9 8.6 7.1 7.7 4.5 - -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >6.1 >5.7 >5.6
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 1.1 1.0 1.1

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Upstream Downstream
Muddy Run II Reach 5A Cross Section 53 - Pool - Reach Repaired in Year 3
43
42
41
40
39
38
tri
m 37 -, \Moos
w
36
35
34
33 -
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Year 3 Year 5 Year 6 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 53(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3* MY5 MY6 MY7
Bankfull Elevation(ft)-Based on AB-XSA' 39.7 39.7 39.7 36.9 36.9 36.9 37.0
Bankfull Width(ft)' 17.4 17.9 18.1 8.9 7.7 N/A 7.2
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 45.0 N/A 50.0
Bankfull Mean Depth(D) 1.9 2.1 2.2 1.5 1.8 - -
Bankfull Max Depth(ft)r 3.5 3.8 4.1 3.4 3.1 3.5 3.2
Low Bank Elevation(ft) - - - - - 37.2 37.1
Bankroll Cross Sectional Area(ft2; 33.8 37.1 39.0 13.6 13.6 15.8 15.6
Bankroll Width/Depth Ratio 9.0 8.6 8.4 5.8 4.3 - -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 N/A N/A N/A
Bankroll Bank Height Ratio' 1.0 1.0 1.0 1.0 N/A N/A N/A

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Muddy Run II Reach 5A Cross Section 54 - Pool - Reach Repaired in Year 3
41 - - - -
39
c 37
0
as
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- ----- -----33 /
31 1 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Year 3 Year 5 Year 6 Year 7 ---- Approx.Bankfull • • • • Low Bank
Cross Section 54(Pool)
DIMENSIONS SUMMARY Base MYl MY2 MY3* MYS MY6 MY7
Bankfull Elevation(R)-Based on AB-XSA' 38.8 38.8 38.8 35.9 34.4 34.3 35.3
Bankfull Width(ft)� 15.78 16.7 20.3 11.5 7.0 N/A 10.6
Floodprone Width(ft)� 50.0 50.0 50.0 50.0 34.0 N/A 50.0
Bankfu0 Mean Depth(ft) 1.7 2.0 22 1.0 1.7 - -
Bankfull MaxDeptht(ft): 2.9 4.00 4.42 1.7 2.3 3.9 4.4
Low Bank Elevation(ft) - - - - - 36.0 35.7
Bankfull Cross Sectional Area(ft2)2 26.1 32,7 45.2 11.7 11.7 27.9 31.4
Bankfull Width/Depth Ratio 9.5 8.5 9.1 11.3 4.2 - -
Bankfull Entrenchment Ratio, >2.2 >2.2 >22 >2.2 N/A N/A N/A
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 N/A N/A N/A

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Upstream Downstream
Muddy Run II Reach 5A Cross Section 55 - Riffle - Reach Repaired in Year 3
41 -
40
39
38
37 _-/' -
o
35
34 :0
33
32 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Year 3 Year 5 Year 6 Year 7 - - - - Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 55(Riffle)
DIMENSIONS SUMMARY Base MYl MY2 MY3* MYS MY6 MY7
Bankfull Fevaton(ft)-Based on AB-XSA' 38.0 38.01 38.0 35.6 35.7 35.5 35.6
Bankfull Width(ft): 9.7 14.8 20.8 10.2 12.7 6.9 8.4
Floodprone Width(ft) 50.0 50.0 50.0 50.0 43.0 >42.9 45.7
Bankfull Mean Depth(ft) 1.4 2.2 2.1 1.0 0.8 - -
Bankfu➢Max Depth(ft)/ 2.2 3.0 3.3 1.7 1.8 2.5 2.3
Low Bank Elevation(ft) - - - I - - 35.9 35.5
Bankfull Cross Sectional Area(ft2)� 13.6 33.3 44.4 10.5 10.5 13.8 12.7
Bankfull Width/Depth Ratio 7.0 6.6 9.7 9.9 15.4 - -
Bankfull Entrenchment Ration >2.2 >2.2 >2.2 >2.2 >3.4 >6.2 >5.4
Bankfull Bank Height Ration 1.0 1.0 1.0 1.0 0.9. 1.2 1.0

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Upstream Downstream
Muddy Run II Reach 5B Cross Section 56 -Run
43
42
41
40
39 t
0 38
w37 \ . . .
/
36
35
34 --j/
33 7
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
-Baseline Year 1 Year 2 Year 3 Year 5
-Year 7 ---- Approx.Bankfull Floodprone Area • • • • Low Bank
Cross Section 56(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(R)-Based on AB-XSA' 37.3 37.3 37.3 37.3 37.7 37.7
Bankfull Width(ft)' 17.6 17.0 17.5 18.4 20.2 20.0
Floodprone Width(ft)' 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 2.6 2.2 2.2 2.1 2.2 -
Bankfull Max Depth(ft; 3.7 3.2 3.3 3.4 4.0 3.8
Low Bank Elevation(ft) - - - - - 37.3
Bankfull Cross Sectional Area(112; 45.3 38.0 37.9 38.1 45.3 38.4
Bankfull Width/Depth Ratio 6.9 7.6 8.0 8.8 9.0 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >2.5 >2.5
Bankfull Bank Height Ratio' 1.0 1.0 1.0 1.0 0.9 0.9

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Upstream Downstream
Muddy Run II Reach 5B Cross Section 57 -Run
41
40
39
38
0 37
i
36 - - ---
w35 . . . i:
34 \ _=- /
33
32 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 57(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(R)-BasedonAB-XSA� 35.7 35.7 35.7 35.7 36.1 36.0
Bankfull Width(ft), 17.0 16.8 16.0 16.4 20.6 17.8
Floodprone Width(ft)d 37.5 37.5 37.5 37.5 50.0 50.0
Bankfu0 Mean Depth(ft) 1.8 1.3 1.4 1.5 1.5
Bankfull Max Depth(ft)' 2.6 2.1 2.1 2.5 3.5 3.3
Low Bank Elevation(ft) - - - - - 35.6
Bankroll Cross Sectional Area(ftY 30.7 22.4 22.7 24.8 30.7 23.5
Bankfull Width/Depth Ratio 9.4 12.5 11.2 10.9 13.9 -
BankrullFntrenchmentRatiod 2.2 2.2 >2.2 >2.2 >2.4 >2.8
Bankfull Bank Height Ra0od 1.0 1.0 1.0 1.0 0.9 0.9

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Upstream Downstream
Muddy Run II Reach 6 Cross Section 58 -Run
45
44
43
42 j
0 41 •
• : r �� : . . ���-
T
w 40
39
38
37 I
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 58(Run)
DRVIFNSIONS SUMMARY Base MYl MY2 MY3 MYS MY7 MY+
Bankfull Elevation(B)-Based on AB-XSA' 41.0 41.0 41.0 41.0 41.1 41.1
Bankfull Width(ft)� 14.2 13.7 16.9 14.0 15.4 15.7
Floodprone Width(ft; 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(B) 2.4 2.3 1.9 2.3 2.2
Bankfull MaxDepth(ft)� 3.4 3.3 3.3 3.3 3.4 32
Low Bank Elevation(ft) - - - - - 41.0
Bankfull Cross Sectional Area(ft�)� 33.9 31.7 32.3 32.6 33.9 323
Bankfull Width/Depth Ratio 6.0 6.0 8.9 6.0 7.0 -
Bankfull Entrenchment Ratio' >2.2 >2.2 >2.2 >2.2 >3.2 >3.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 0.9 1.0

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Upstream Downstream
Muddy Run II Reach 6 Cross Section 59 -Run
43
42
41
c
g 40
. . . . . . .. s • r rr.-.-.-.-.- /� +�
u1
39
7/
38 �'� �
37 ,
0 5 10 15 20 25 30 35 40 45 50
Distance(ft)
Baseline Year 1 Year 2 Year 3 Year 5
Year 7 ---- Approx.Bankfull Floodprone Area Low Bank
Cross Section 59(Run)
DIMENSIONS SUMMARY Base MYl MY2 MY3 MYS MY7 MY+
Bankfull Elevation(Bankfull on AB-XSA� 39.5 39.5 39.5 39.5 39.8 39.6
Bankfull Width(ft)� 13.5 12.5 1 L9 11.9 14.9 14.2
Floodprone Width(ft)� 50.0 50.0 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 1.1 0.9 0.9 0.8 1.0
Bankfull Max Depth(ft)� 2.2 1.8 1.8 1.6 2.0 2.I
Low Bank Elevation(ft) - - - - - 39.5
Bankfull Cross Sectional Area(&)� 15.2 11.3 11.1 9.9 15.2 14.S
Bankfull Width/Depth Ratio 11.9 13.8 12.7 14.2 14.6
Bankfull Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >3.4 >35
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0 1.0

Appendix E
Hydrology Data
Table 13. Documentation of Geomorphologically Significant Flow Events
Table 14. Rainfall Summary
Table 15a. Wetland Hydrology Criteria Attainment
Table 15b. Wetland Hydrology Gauges Summary
2020 Groundwater Monitoring Gauge Hydrographs

Table 13.Documentation of Geomorphically Significant Flow Events
Stage Recorder Number ofBankfull Maximum Bankfull Height(ft.)
Events
Stage Recorder 1 (Reach 2) '
MY1 2014 1 0.40
MY2 2015 1 0.60
MY3 2016 4 1.60
MY4 2017 5 1.10
MY5 2018 6 2.45
MY6 2019 0 ---
MY7 2020 6 0.94
Stage Recorder 2 (Reach 3a)
MY1 2014 _ 8 1.50
MY2 2015 19 2.00
MY3 2016 8 2.00
MY4 2017 7 2.00
MY5 2018 10 3.50
MY6 2019 1 0.63
MY7 2020 NA NA
Stage Recorder 3 (Reach 3b)
MY1 2014 0 ---
MY2 2015 4 0.20
MY3 2016 _ 2 2.18
MY4 2017 0 ---
MY5 2018 _ 1 0.65
MY6 2019 0
MY7 2020 NA NA
Stage Recorder 4(Reach 5b) J
MY1 2014 2 0.45
MY2 2015 1 0.40
MY3 2016 _ 1 3.80
MY4 2017 8 2.80
MY5 2018 _ 6 3.75
MY6 2019 5 2.40
MY7 2020 16 3.20
NA-Not Available due to HOBO failure

Table 14.Rainfall Summary
Month Average Normal Limits Wallace
30 Percent 70 Percent Station _
January 4.33 3.32 5.03 2.46
February 3.23 _ 2.14 _ 3.87 7.71
March 4.50 3.23 5.32 4.04
April 3.16 1.70 3.85 3.35
May 3.68 2.69 4.34 9.61
June 4.49 _ 3.11 5.34 6.97
July 6.06 4.16 7.22 5.01
August _ 5.40 3.12 6.56 5.52
September 5.00 2.04 6.07 11.39
October 3.21 1.62 3.92 3.73
November 2.89 1.83 3.49 0.40
December 3.24 2.14 3.88 ---
Total 49.19 31.10 58.89 60.19
Table 15a.Wetland Hydrology Criteria Attainment
2020 Max Hydroperiod(Growing Season 17-Mar through 14-Nov, 242 days)
Success Criterion 9%
Consecutive Cumulative F
Gauge Percent of Percent of Occurrences
Days growing Days growing
Season Season
AW1 41 17 _ 165 68 13
AW2 _ 42 17 165 68 13
AW3 41 17 _ 174 72 11
AW4 128 53 221 91 3
AW5 57 23 212 87 8
AW6 59 24 214 88 7
AW7 92 38 226 93 4
RAW1 46 19 190 79 9
RAW2 12 5 68 28 18
RAW3 45 18 182 75 10
<5% 5-8% >90zo

Table 15b.Wetland Hydrology Gauge Summary
MY1-2014 MY2-2015 MY3-2016 MY4-2017 MY5-2018** MY6-2019 MY7-2020
Consecutive Consecutive Consecutive Consecutive Consecutive Consecutive Consecutive
Gauge Percent of Percent of Percent of Percent of Percent of Percent of Percent of
Days growing Days growing Days growing Days growing Days growing Days growing Days growing
Season Season Season _ Season Season Season Season
AW1 22 I 9 63 26 22 9 _ 49 _ 20 19 8 24 10 41 17
AW2 22 9 j 41 17 21 9 26 11 46 19 I 42 17 42 17
AW3 13 5 38 16 32 13 52 21 47 19 25 10 41 17
AW4 67 28 77 32 95 39 69 28 20 8 24 10 128 53
AWS 7 3 38 16 iil 32 13 55 23 49 20 28 11 57 23
AW6 43 18 4 65 27 22 9 55 23 49 20 24 10 59 24
AW7 5 2 72 30 36 15 59 24 59 24 13 5 92 38
RAW1* 22 _ 9 A 49 20 33 13 33 13 *** *** 25 10 46 19
RAW2 10 4 19 8 15 I 6 6 2 *** *** 8 3 12 5
RAW3 20 8 41 b 17 4 32 13 34 14 1 46 19 I 15 6 45 18
*MY4-2017 data only represents March 17,2017-May 2,2017
**Gauge data after June 7,2018 was determined to be unreliable due to inconsitent ambient pressure data
***Gauge malfunctioned in 2018

2020 Muddy Run II Groundwater Gauge AW1
30 16.0
Growing Season 0
- 15.0
20 - 14.0
- 13.0
10 ;; 12.0
11
Cn II
II
II - 11.0
2 o _ 0\ 11 • .) 1 I V Ir\) 4.Nn , f'�I1 ) N 10.0„N• ull
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as
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m tta) ' ;; �.o
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r �� 6.0 L
c 1 II
II a
O III
I
5.0
i 11
-30 4.0
IIit
II
II - 3.0
it
II
ii-40 2.0
it
II
II
- 1.0
IiiEiiia.*.
. . . I11iI I • ji1„ .1 1. to l �. . IIit
500.0
J F M A M J J A S 0 N D
Months
Wallace Daily Rainfall -MRII AW1

2020 Muddy Run II Groundwater Gauge AW2
30 16.0
Growing Season ►
- 15.0
20 14.0
- 13.0
10 12.0
N
a) - 11.0
s
= T\Y\ I
` i I 1 1 1 s
O c- 9.0
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I
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- 7.0 '
05
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3 15
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O
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0
30 4.0
- 3.0
-40 2.0
I
11
l I
IL . I.I I . J in i I AI, li Ii1i1iL i1LI. , . - 1.0
50 . 0.0
J F M A M J J A S 0 N D
Months
(♦Wallace Daily Rainfall -MRII AW2

2020 Muddy Run II Groundwater Gauge AW3
30 _ I 16.0
_ , - Growing Season ►
- - 15.0
20 - 14.0
_ - 13.0
_ ,1 1
_ ii ,
10 - ,, ,1 12.0
.-. _ I ii
N _ „
c `^� \\1\ I.
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`
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c I Y I.I. t
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11
as ii ii v
d 10 II II ' ii 8.0 0
w _ :i L - - - - - - - - � -
- - III
I ca
aD \II( .
;; 7.0
a-, „ 1
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-20 II 6.0 i
c ii
a 11 l�
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- 5.0
I.L ,, ,1
-30 ; I.
; - II 4.0
,1
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,1
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- 3.0
-40 I ;; 2.0
,1
,1
IL II. � . l . .1 1,i� I 1 iIdl. liiL11 I. ti L k . I i �� 1.0
-50 1 0.0
J F M A M J J A S 0 N D
Months
II Wallace Daily Rainfall -MRII AW3

2020 Muddy Run II Groundwater Gauge AW4
30 16.0
Growing Season ►
- 15.0
20 14.0
- 13.0
I
10 I 12.0
.c I
0 r11.0
q 10.0o
0
_c
I k - 9.0 =
r \
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w — - a
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o - 5.0 d
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0
-30 - 4.0
- 3.0
-40 2.0
Ilad
- 1.0
-50 I L I. . 1 ■ h i " 1 i�. I i I,11 L 1. Li L k . I i 1 0.0
J F M A M J J A S 0 N D
Months
Wallace Daily Rainfall MRII AW4

2020 Muddy Run II Groundwater Gauge AW5
30 10.00
4 Growing Seaton ►
9.00
20 -
- 8.00
10
cli 7.00
t I
0
cn
z.c1/ M"' �J � I" I I - 6.00 t
0 r
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>
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0
3.00
0
-30 - 2.00
-40
1.00
-50 ,1L1 . II.a 0 IIII I l id 1111,1L sijd 1. 111. , 1 • I I
0.00
J F M A M J J A S 0 N D
Months
Wallace Daily Rainfall -MRII AW5 Ground Elevation

2020 Muddy Run II Groundwater Gauge AW6
30 16.0
1 Growing Season ►
- 15.0
20 14.0
- 13.0
10 I — 12.0
co I
l
c \rj'Ik\-',,,\ iv„ ,,,• o --,- 1 i i t
O - 9.0 2
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a a
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c a
m
O I - 5.0
L
0
-30 - 4.0
- 3.0
-40 2.0
1. I.I1. 1 . ,,.. I jIiiti1L.. , ,. kiL1 . 11 1.0
50i 0.0
J F M A M J J A S 0 N D
Months
( Wallace Daily Rainfall MRII AW6 Ground Elevation

2020 Muddy Run II Groundwater Gauge AW7
30 16.0
Growing Season ►
- 15.0
20 - 14.0
- 13.0
10 12.0
a i - 11.0
t
o
I
V - 90-10 + 8.0 0p
7.0 Q
o
20 ! 6.0 d
c a
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L
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-30 4.0
- 3.0
-40 2.0
I 1. 1. ■, ,I.iI 1 ,L 1iI,AL.� ^rt ' I. l . I - 1.0
50 0.0
J F M A M J J A S O N D
Months
( Wallace Daily Rainfall MRII AW7 Ground Elevation

2020 Muddy Run II Groundwater Gauge REFAW1
30 16.0
Growing Season
- 15.0
20 14.0
- 13.0
10 12.0
d - 11.0
t
C1\_ \A 1111(lifillillik,
0 \I 10.01
1 t
O \ - 9.0 =y -10 _ _ ._\_._ L 8.0 0
Ia
7.0 a
20 ` 6.0 .i
c l a
=
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i
-30 4.0
J l.. - 3.0
-40 I 2.0
-
. I.I . �J■ 111 l I l i� i i I,i W. L.1 1. L 1 . I � 1.0
-50 0.0
J F M A M J J A S 0 N D
Months
( Wallace Daily Rainfall -MRII REF AW1

2020 Muddy Run II Groundwater Gauge REFAW2
30 16.0
4 Growing Season ►
- 15.0
20 - I - 14.0
- 13.0
10 - 12.0
d - 11.0
s
• 0 10.0a)
c I
o - 9.0 =
> � �_
d -10 11J 8.0 p
r ( I I\ 1 I 1 - 7.0 Q
.,
i
-20 y 6.O .i
C 1 ill
i - 5.0
O0
301 I 4.0
V I - 3.0
l
-40 2.0
-
_50 L ILI. . IL il I , LI .,-. 14i
Atli,. .. ti L . 11 0.0
1.0
J F M A M J J A S 0 N D
Months
Wallace Daily Rainfall -MRII REF AW2

2020 Muddy Run II Groundwater Gauge REFAW3
30 16.0
Growing Season ►
- 15.0
20 14.0
- 13.0
10 12.0
d - 11.0
t
:_
c \6 )1'7 \I\\U\ \k\ h\\ 14\\ 4\AtV
o
\lj\\:\ - 9.00
d -10 ' 8.0 0
W — - - - - - 7 - - - 1 - - - 7.
Lw 1 I 1 - 7.0
03
-
\\A
20 , I 6.0 L
11
1
O I - 5.0
O
rb
-30 i 4.0
- 3.0
-40 2.0
-
liA1
_ tL 1. 1.1 . i . J iii i I l it Ij iI1iL1411i. L k . I I 1.0
50 0.0
J F M A M J J A S 0 N D
Months
(♦Wallace Daily Rainfall -MRII REF AW3