20060200 Ver 2_Year 3 Monitoring Report_20160515

Year 3 of 5 Monitoring Report
Five -Mile Branch Stream and Wetland
Restoration, Iredell County
NCDMS IMS ID# 92185
DEQ Contract # 6036
Prepared for:
North Carolina Department of
Environmental Quality, Division of
Mitigation Services Raleigh, North
Carolina
April 2016

Year 3 of 5 Monitoring Report
Five -Mile Branch Stream and
Wetland Restoration
NC Engineering License # C-1869
NC Surveying License # C-1869
Prepared for:
NCDEQ-DMS
Prepared by:
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
Our Ref.:
NC614002.0000
Project Manager:
Robert Lepsic
Date:
April 2016
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged, confidential and exempt from
disclosure under applicable law. Any
dissemination, distribution or copying of
this document is strictly prohibited.

1. Project Summary
1.1 Goals and Objectives
1.2 Project History
1.3 Vegetation
1.4 Streams
1.5 Wetlands
1.3 Note
2. Methodology
2.1 Vegetation
2.2 Stream Hydrology
2.3 Cross Section Surveys
2.4 Wetland Hydrology
3. References
Figures
Figure 1 Vicinity Map
Figure 2 Project Components
Appendices
A Project Vicinity Map and Background Tables
B Visual Assessment Data
C Vegetation Plot Data
D Stream Survey Data
E Hydrology Data
F Photographs
Five -Mile Branch
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Table of Contents

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
1. Project Summary
1.1 Goals and Objectives
The primary goals of this restoration project focus on the following:
• Increase bank stability, nutrient filtration and aquatic habitat
• Reduce soil disturbance and nutrient inputs to stream
• Improve soil physical and chemical properties in the near term
• Improve hydrologic connectivity with floodplain
• Attenuate site impacts of storm flows
• Restore ground water hydrology to pre -agricultural levels
• Restore wetland and riparian habitat
These goals were accomplished by:
• Establishing a minimum 50 -foot buffer consisting of a mix of native species
representative of piedmont/mountain bottomland hardwood forest. The planted
species were selected by evaluation of adjacent reference sites and reviewing
species listed in Classification of Natural Communities of North Carolina: Third
Approximation (Schafale and Weakley 1990). A total of 1.9 acres of bottomland
hardwood forest were preserved through land ownership or conservation
easements. Land preservation reduced soil disturbance and nutrient input to the
streams.
• Grading stream banks, installation of in -stream structures, and removal of an
adjacent berm increased bank stability, improved in -stream habitat diversity and
improved the hydrologic connectivity with the adjacent floodplain. Gently sloped,
vegetated, stream banks in conjunction with in -stream structures increased bank
stability. The in -stream structures all increased stream habitat diversity by
establishing riffle -pool sequences and establishing stable woody debris.
Removal of the berm reduced the water surface elevation required to reach the
floodplain.
• Fill existing drainage ditches and excavating floodplain pools. Elimination of the
drainage ditches and grading the floodplain restored groundwater hydrology to
pre -agriculture conditions, in -turn restoring wetlands and riparian habitat.
Five -Mile Branch 1

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
Ripping floodplain soil prior to planting to reduce ground compaction cause by
past agricultural practice and allowing water infiltration.
1.2 Project History
The Five Mile Branch Mitigation site was selected for stream and wetland restoration
originally by the North Carolina Department of Transportation (NCDOT) then
transferred to the North Carolina Division of Mitigation Services (NCDMS). The
purpose of this restoration project was to restore, enhance and preserve streams and
wetlands within the site. Beaver and Fifth creeks are the primary stream within the
site. There are five unnamed tributaries that were preserved. The site's original design
was developed while the project was under NCDOT auspices and was a very sinuous,
priority 2 stream restoration with a great deal of structure, which presented concerns in
terms of cost and stability (risk/cost-benefit). The proposed alignment also led to
retrospective concerns of hydrologic trespass by NCDOT for the 1-40 right of way.
Collectively, this prompted an enhancement approach to the stream channel through
stabilization, improvement of the profile, and the removal of berms to provide additional
floodplain connection. (NCDMS 2013)
The Five Mile Branch Site (site) is east of Statesville in Iredell County, southeast of
Interstate 40 (1-40) and northwest of US Route 64 in the South Yadkin Watershed
(03040102). The site is in the Township of Cool Springs on the Statesville East, NC,
7.5 -minute U.S. Geological Survey (USGS) topographic quadrangle (Figure 1). The
Site comprises 12 adjacent parcels totaling approximately 229 acres (92.67 ha). It is
bordered to the north by 1-40 and to the south, east, and west by various forested,
pasture, and residential properties. Swann Road (SR 2167), running north and south,
bisects the site. Chimney Lane dead -ends on the site west of Swann Road.
The drainage area at the downstream end of the site (Reach 3) is 26.0 square miles.
The drainage area for Beaver Creek (Reach 1) and Fifth Creek (Reach 2) at their
confluence just west of Chimney Lane is 10.7 and 13.9 square miles respectively.
The restoration strategy implemented on Beaver and Fifth creeks consisted of
Enhancement Level ll. Both streams were stabilized in their current locations. Their
north banks were re -graded to a flatter slope and boulder grade control structures were
installed. No work was performed on the unnamed tributaries. They were preserved
through conservation easements or property purchase. Wetland restoration was
accomplished by filling in the drainage ditches, grading floodplain pools and replanting
with native vegetation. Through these practices 11,676.1 linear feet if stream were
Five -Mile Branch

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
enhanced, 1,537.8 linear feet of stream preserved, 48.7 acres of wetland restored and
1.9 acres of wetlands preserved. The above quantities do not include 919.6 linear feet
of stream at the downstream end of the project where there is not ownership of both
side of the stream. Due to the near systemic mature of the improvements to the
channel cross section and the localized improvements to the profile/in-stream habitat, a
credit ratio of 2:1 is being used.
1.3 Vegetation
Vegetation monitoring was conducted on June 11"' and 12"' 2015. After three growing
seasons, three (Plots 4, 6, and 9) of the 23 vegetation plots are meeting the year three
success criteria of 320 planted stems per acre. However, including both planted and
volunteer woody stems, 18 (Plots 2-12; 15, 17; 19-23) of the 23 plots are far exceeding
the success criteria.
The conservation easement is populated with a diverse assemblage of woody
volunteers with river birch (Betula nigra), silky dogwood (Cornus amomum), willow oak
(Quercus phellos) and cherrybark oak (Q. pagoda) having the highest occurrences of
planted woody stems. Other planted species include possumhaw (Ilex decidua), black
walnut (Juglans nigra), black gum (Nyssa sylvatica), sycamore (Platanus occidentalis)
and swamp chestnut oak (Q. michauxii). Volunteers observed throughout the
conservation easement include sweetgum (Liquidambarstyraciflua), sycamore, box
elder (Acer negundo), red maple (Acer rubrum), river birch, green ash (Fraxinus
pennsylvanica), tulip poplar (Liriodendron tulipifera), Eastern cottonwood (Populus
deltoides), red elm (Ulmus rubra), common elderberry (Sambucus canadensis),
persimmon (Diospyros virginiana) and buttonbush (Cephalanthus occidentalis).
Additional volunteer woody species observed less frequently include loblolly pine
(Pinus taeda), Eastern red cedar (Juniperus virginiana), pignut hickory (Carya alba),
and silverling (Baccharis halimifolia).
Planted and volunteer woody stem densities are low in Plots 1, 13, 14, 16, and 18; due
to mowing in plot 1 and herbaceous cover within plots 13, 14, 16, and 18. Mowing
encroachment occurred within Plot 1, resulting in only two woody stems occurring
within the plot. Plot 1 was replanted in January 2016 with red maple, sycamore,
redbud (Cercis canadensis) bare root seedlings. Plot 13 woody stems are low due to a
dominant herbaceous layer of Chinese bushclover (Lespedeza cuneata) common
mugwort (Artemisia vulgaris), broomsedge (Andropogon virginicus), and tall goldenrod
(Solidago altissima). Plot 14 is saturated and is located on the edge of a non -tidal
freshwater marsh dominated by wetland herbs such as sedges (Carex sp.), common
Five -Mile Branch

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
rush (Juncus effusus), swamp cutgrass, (Leersia virginica), common cattail (Typha
latifolia), arrowleaf tear -thumb (Persicaria sagittata), and Eastern rose -mallow
(Hibiscus moscheutos). Plot 16 woody stem densities are low due to the dominant
layer of herbs such as the Chinese bush clover, tall goldenrod, and deer -tongue
(Dicanthelium clandestinum). Plot 18 lacks woody stems due soil saturation and
herbaceous cover. The herbaceous layer is dominated by bulrush (Scirpus cyperinus),
false nettle (Boehmeria cylindrica), monkey -flower (Mimulus ringens), common rush,
and arrowleaf tear -thumb. The increase in the number of planted stems between
monitoring years is due to stems previously identified as dead resprouting or identify
stems that were overlooked in previous years.
Herbaceous vegetation was dense throughout the conservation easement and no bare
areas were observed within the floodplain. Some areas along the banks were bare due
to erosion. Refer to CCPV map. Routine mowing has stopped in the areas of concern
within the conservation easement, both within the vicinity of vegetation plot 1 and the
Freeze property. The herbaceous vegetation appears to be recovering.
Invasive vegetation is present throughout the site. Four invasive species of high
concern were observed during the year three monitoring season; Chinese privet
(Ligustrum sinense), Japanese honeysuckle (Lonicera japonica), multiflora rose (Rosa
multiflora), and tree -of -heaven (Ailanthus altissima). Honeysuckle was observed
throughout the site. Tree -of -heaven is very sparse throughout the site, less than 10
individuals were observed. However, more stems were observed in the understory
within the undisturbed forested community on the south side of the main channel.
Chinese privet was mainly observed in areas that were not disturbed during
construction.
The location of honeysuckle is not shown on the CCPV. It occur throughout the planted
areas of the conservation easement. Depicting it location would cover the majority of
the site. The location of well-defined stands of Chinese privet and multifora rose are
depicted in the CCPV.
In January 2016, 100 red maple, 100 sycamore and 100 redbud 1-0 bare root stems
were planted in a 0.60 acre mowing encroachment area (near vegetation plot 1). This
area required replanting due to a property encroachment (mowing) by the adjacent
landowner. DMS resolved the encroachment issue with the adjacent landowner prior
to the 2016 planting efforts. The area has also been further delineated with DMS
signage to avoid future encroachment.
Five -Mile Branch 4

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
1.4 Stream
There were no significant change is the cross section dimensions. The maximum
depth of cross section 11 decreased by 0.7 feet. However, it is still deeper than year 1.
Several bank stress areas were again identified in year 2. They are located in the
same areas as year 1. There was a minor increase in their length.
The discrepancies between the as -built cross sections and the three following year's
cross sections are the result of the as -built cross sections being generated from the
surface contours created from the as -built field survey, which was not surveyed by
ARCADIS staff. The annual monitoring surveys of the channel were generated using
field surveys and accurately represent actual field conditions.
Based on field observations and the insignificant changes in the channels cross
sections the project stream banks are stable and functioning properly. Thick stand of
vegetation have established on the banks throughout the site. In some areas, sandy
sediment has deposited on the banks, further encouraging the establishment of
vegetation. Only small areas of localized erosion were observed. These areas were
not considered significant but will continue to be assessed during future monitoring
events.
Boulders have settled on the arms of three cross vane structures, one structure on
each reach (32+20 BVR, 18+70 FTH upstream and 32+50 FTH downstream). The
same boulder settled on each structure, an arm boulder near the head of the structure.
The structures are still functioning in that they are providing grade control, bank
protection and habitat diversity. The only flaw is at low flow the main flow is over the
lower portion of the arm and not the head of the structure. These structures will
continue to be assessed in future monitoring events.
Ten areas totaling 595 feet of bank erosion were identified during the 2016 monitoring
year. These areas lack vegetative cover. It couldn't be determined if the banks lacked
vegetation due to scour or if they scoured due to the lack of vegetation. Erosion
extend 1-2 feet above the bank toe and were not considered significant. These areas
will continue to be assess during future monitoring events.
One bankfull event was recorded on Beaver Creek and Fifth Creek Upstream on
March 5, 2015. There was not a bankfull event on Fifth Creek Downstream. The
cumulative total for the monitoring period is seven.
Five -Mile Branch

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
1.5 Wetland
Wetland hydrology was monitored for the entire growing season, April 17 — October 17,
(USDA 2011) in the Year 3 monitoring term. One gauge (gauge 17) of the 30 on site
gauges did not meet the establish success criteria of saturation within 12 inches of the
ground surface for 9 consecutive days of the growing season (5% of the 183 day
growing season). Two gauges (22 and 23) had ground water within 12 inches of the
ground surface for 100% of the growing season. Gauges 2 (5.5%), 7 (6.0%), 18
(6.0%), and 28 (6.0%) barely meet the established success criteria. Remaining
gauges ranged between 8.2 and 36.6% of the growing season.
The functionality of the gauges was very unpredictable. Some gauges functioned
during one download event, not the next and then functioned properly at the next
event. Batteries were replaced and historical data was deleted from most gauges to
help improve their functionality. Sometime this was successful. One malfunctioning
gauge was replaced (gauge 27) during the 2015 monitoring period. Gauges 2, 13 and
17 malfunctioned during the 2015 monitoring year. There was a gap in the data. For
unknown reasons they did not collect data for a random period. They collected data
prior to and after this gap. Only gauge 17 did not meet the success criteria and this
does not seem to be a result of incomplete data. This gauge is located in a higher area
of the site.
1.6 Note
Summary information/data related to the occurrence of such things as beaver or
encroachment, and statistics related to performance of various project and monitoring
elements can be found in the tables and figures in the report appendices. Narrative
background and supporting information formerly found in these reports can be found in
the Baseline Monitoring Report (formerly Mitigation Plan) and in the Mitigation Plan
(formerly the Restoration Plan) documents available on DMS's website. All raw data
supporting the tables and figures in the appendices are available from DMS upon
request.
Five -Mile Branch

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
2. Methodology
2.1 Vegetation
Vegetation monitoring followed Carolina Vegetative Survey Level 2.
Vegetation monitoring was conducted on June 10 and 11, 2015 and all planted
and volunteer stems were tallied.
2.2 Stream Hydrology
Stream water depth was measured and recorded with HOBO° pressure
sensor gauges manufactured by onset°. Three HOBO° devises were installed
at the Five Mile Branch restoration site, one on Beaver Creek upstream of
Chimney Lane, one on Fifth Creek upstream of the confluence with Beaver
Creek and one on Fifth Creek downstream of Swann Road. The dataloggers
were downloaded periodically during the monitoring period.
2.3 Cross Section Surveys
Cross sectional surveys were conducted by ARCADIS staff on May 14 and 15,
2015 using a Topcon total station. The survey data was imported and plotted
using AutoCadd 2013 software
2.4 Wetland Hydrology
Wetland hydrology was monitored using RDS Ecotone° WM Water Level
Instruments (gauges). The gauges were programmed to take one reading
daily at 8:00 AM EST. Gauges were downloaded using a MeazuraTM
handheld device manufactured by ACEECATM. Data from the handheld
device was then transferred to a Lenovo laptop computer and processed using
Microsoft Excel software.
Five -Mile Branch 7

Year Three Monitoring
Report
Five -Mile Branch, Iredell Co.
3. References
Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2006. CVS-EEP
Protocol for Recording Vegetation, Version 4.0
(hftp://cvs.bio.unc.edu/methods.htm).
North Carolina Department of Environment and Natural Resources (NCDENR). 2008.
Yadkin Pee -Dee River Basinwide Water Quality Plan. Prepared by the North
Carolina Division of Water Quality, Water Quality Section.
North Carolina Department of Environment and Natural Resources, Ecosystem
Enhancement Program (NCDENR) 2014. Annual Monitoring and Closeout
Reporting Format, Data Requirements, and Content Guidance, February 2014.
North Carolina Division of Mitigation Services (NCDMS). 2013. Letter dated February
28, 2013.
Schafale, M.P., and A. S. Weakley. 1990. Classification of the Natural Communities of
North Carolina, A Third Approximation. North Carolina Natural Heritage Program,
Division of Parks and Recreation, Department of Environment, Health and Natural
Resources, Raleigh, NC.
US Army Corps of Engineers (USACE) 2003. April 2003 Stream Mitigation Guidelines
United States Department of Agriculture, Natural Resources Conservation Service,
2011 Soil Survey of Iredell County, North Carolina. (Available online at
http://soils.usda.goc/survey.printed_surveys/)
Five -Mile Branch 8

Appendix A
Project Vicinity Map and
Background Tables

Directions: Take 140 west out of Raleigh to US 64 west (exit 162)
toward Cool Springs. Turn left onto US 64. Turn right onto Swann
Road. Swann Road crosses the Site just before 140
\J
-WA i - I �N' ---- J
Project Area
0
6
PIN
The subject project site is an environmental restoration site of the NCDENR Division of Mitigation Services
(DMS) and is encompassed by a recorded conservation easement, but is bordered by land
under private ownership. Accessing the site may require traversing areas near or along the easement
boundary and therefore access by the general public is not permitted. Access by authorized
personnel of state and federal agencies or their designees/contractors involved in the development,
oversight and stewardship of the restoration site is permitted within the terms and timeframes of their
defined roles. Any intended site visitation or activities requires prior coordination with DMS.
0 1,500 3,000 6,000 N
Feet
d819WSCALE: 1:24,000 W E
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC
Prepared For VICINITY MAP Figure No.
Five Mile Branch
Stream and Wetland Restoration Site
Iredell County, North Carolina
J

Table 1. Project Components and Mitigation Credits
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Mitigation Credits
Non -riparian
Nitrogen
Stream
Riparian Wetland
Buffer
Wetland
Nutrient Offset
Nutrient Offset
Type
R
RE
R
RE
R
RE
Totals
5,924.7
142.5
48.0
0.38
-
-
-
-
-
Project Components
Restoration -
Restoration
Project Component -or- Reach
Stationing/Location
Existing
Approach
or -
Footage or
Mitigation Ratio
ID
Footage/Acreage
(PI, PII etc.)
Restoration
Acreage
Equivalent
Reach 1 - Beaver Creek
10+87.03 PRBVR to Fifth
5,794.4
E II
R
5,794.1
2:1**
Creek
Reach 2 - Fifth Creek upstream
1-40 to Beaver Creek
1,586.4
E II
R
1,586.4
2:1**
of Beaver Creek
Reach 3 - Fifth Creek
Beaver Creek to 78+60.00
5,215.2
E II
R
4295.6`
2:1**
downstream of Beaver Creek
PRFTH
Reach 4 - Beaver Creek
Property line to 10+87.03
Upstream
PRBVR
205.8
Pres.
RE
205.8
10:1
Reach 5 - UT to Beaver Creek
property line to Beaver Creek
200.7
Pres.
RE
200.7
10:1
(Upstream)
Reach 6 - UT
Property line to Beaver Creek
203.1
Pres.
RE
203.1
10:1
Reach 7 - UT at Chimney Lane
Property line to Beaver Creek
173.3
Pres.
RE
173.3
10:1
Reach 8 - UT at Swann Road
Property line to Fifth Creek
576.0
Pres.
RE
576.0
10:1
Reach 9 - UT at Freeze
Within the Conservation
178.9
Pres.
RE
178.9
10:1
Property
Easement
Wetlands
Throughout the site
48.7
Rest.
R
48.7
1:1
Wetlands
Throughout the site
1.9
Pres.
RE
1.9
5:1
Component Summation
Stream
Riparian Wetland
Non -riparian Wetland
Buffer
Upland
Restoration Level
(linear feet)
(acres)
(acres)
(square feet)
(acres)
Riverine
Non-Riverine
Restoration
N/A
48.0
N/A
N/A
N/A
N/A
Enhancement
N/A
N/A
N/A
N/A
N/A
Enhancement I
N/A
Enhancement II
11,849.3
Creation
N/A
N/A
N/A
N/A
Preservation
1,425.0
1.9
N/A
N/A
N/A
High Quality
N/A
N/A
N/A
N/A
N/A
Preservation
* Difference between existing and restoration footage is due to the absence of ownership of both side of the downstream most
919.6 linear feet of stream.
**due to the near systemic nature of the improvement to the channel cross-section and the localized improvements to the profile/in•
stream habitat, a credit ratio of 2.0:1.0 is being used.

Table 2. Project Activity and Reporting History
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Activity or Deliverable
Data Collection
Complete
Completion or
Delivery
Restoration Plan
Dec -09
Dec -09
Final Design — Construction Plans
Nov -10
Nov -10
Construction
Apr -1 1
A r-12
Mitigation Plan / As -built Year 0 Monitoring — baseline
Jun -12
Mar -13
Year 1 Monitoring
Dec -13
Dec -13
Year 2 Monitoring
Oct -14
Dec -14
Year 3 Monitoring
Nov -15
Dec-]
Year 4 Monitoring-
Year 5 Monitoring-
-

Table 3. Project Contacts Table
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Designer
ARCADIS G&M of NC, Inc.
801 Corporate Center Dr., Suite 300, Raleiqh NC 27607
Primary ro'ect desi n POC
Robert Le sic 919-415-2278
Construction Contractor
North State Environmental
2889 Lowery Street, Winston Salem, NC 27101
Construction contractor POC
Michael Anderson 336-245-1253
Survey Contractor
North State Environmental
2889 Lowery Street, Winston Salem, NC 27101
Survey contractor POC
David K. Alley, PLS 336-250-9225
Planting Contractor
Southern Garden, Inc.
PO Box 808, Apex, NC 27502
Planting contractor POC
Todd Laasko 919-362-1050
Seeding Contractor
Canady's Landscape and Erosion Control
256 Fairview Acres Road,Lexington NC 27295
Contractor point of contact
336-236-1182
Seed Mix Sources
Green Resource, Colfax, NC 27235
336-855-6363
Nursery Stock Suppliers
Foggy Mountain Nursery 336-384-5323
Claridge Nurser 919-731-7988
Brook Run Plantation 434-292-1677
Monitoring Performers
ARCADIS G&M of NC, Inc
801 Corporate Center Dr. Suite 300 Raleigh NC 27607
Three Oaks Enqineerinq
410-B Millstone Drive Hillsborough, NC 27278
Stream Monitoring POC
Robert Lepsic 919-415-2278
Vegetation Monitoring POC
Robert Le sic 919-415-2278
Wetland Monitorinq POC
lRobert Le sic 919-415-2278

Table 4. Attributes
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Project Information
Project Name
Five Mile Branch Stream and Wetland Restoration
County
Iredell
Project Area (acres)
229
Project Coordinates (latitude and longitude)
035° 50'40.18" N 080° 46' 27.37" W
Project Watershed Summary Information
Physiographic Province
Piedmont
River Basin
Yadkin -Pee Dee
USGS Hydrologic Unit 8 -digit
3040102
DWQ Sub -basin
03-07-06
Project Drainage Area (square miles)
26
Project Drainage Area Percentage of Impervious
Area
10-20
CGIA Land Use Classification
Heavily developed, cultivated, herbaceous and
shrubland, forest land, water bodies
Reach Summary Information
Parameters
Reach 1
Reach 2
Reach 3
Length of reach (linear feet)
5,794.1
1,586.4
5215.2*
Valley classification
VIII
VIII
VIII
Drainage area (square miles)
10.7
13.9
26.0
NCDWQ stream identification score
12-108-13-1
12-108-13
12-108-13
NCDWQ Water Quality Classification
Class C
Class C
Class C
Morphological Description (stream type)
E5
E5
E5
Evolutionary trend
Underlying mapped soils
Codorus loam
Codorus loam
Codorus loam
Drainage class
somewhat poorly drained
somewhat poorly drained
somewhat poorly drained
Soil Hydric status
Yes
Yes
Yes
Slope
0-2%
0-2%
0-2%
FEMA classification
Zone AE
Zone AE
Zone AE

Native vegetation community
Bottomland hardwood
Bottomland hardwood
Bottomland hardwood
Percent composition of exotic invasive vegetation
<5
<5
<5
Wetland Summary Information
Parameters
Wetland 1
Wetland 2
Wetland 3
Size of Wetland (acres)
48.0
Wetland Type (non-riparian, riparian riverine or riparian non-
riverine)
Riparian riverine
Mapped Soii Series
Codorus loam
Drainage class
somewhat poorly drained
Soil Hydric Status
Yes
Source of Hydrology
groundwater, precipitation
and overbank flooding
Hydrologic Impairment
Ditching
Native vegetation community
Bottomland hardwood
Percent composition of exotic invasive vegetation
<5
Regulatory Considerations
Regulation
Applicable?
Resolved?
Supporting
Documentation
Waters of the United States — Section 404
Yes
Yes
Restoration Plan
Waters of the United States — Section 401
Yes
Yes
Restoration Plan
Endangered Species Act
Yes
Yes
Restoration Plan
Historic Preservation Act
Yes
Yes
Restoration Plan
Coastal Zone Management Act (CZMA)/ Coastal
Area Management Act CAMA
No
N/A
N/A
FEMA Floodplain Compliance
Yes
Yes
Restoration Plan
Essential Fisheries Habitat
No
N/A
N/A
* included 919.6 linear feet of stream at downstream end without State ownership of both sides of stream.

Appendix B
Visual Assessment Data

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wear
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27 A.01
3 32
-
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26 I O 7
`d_ * 20
Legend
*23
W 25 Boundary
- /--- 25 • •
Easement
Structures
Photo Point
18 5
O Stream Gauge
Mowed
C Vegetation Plot Meeting
Bank Stress
may. I Vegetation Plot Not Meeting
6. Groundwater
Gauge Meeting
* Groundwater
Gauge Not Meeting
Source: E-sri, Digitalabo . @wEye, i -cubed, UNO&

it
w
0
It
top
rp
AT
PP
x� Legend
Boundary Root Wads
Mt V
Easement Cross-section
Structures
Photo Point
Invasives
r _ O Stream Gauge ri -
Mowed
C Vegetation Plot Meeting
n 5 Bank Stress
_ N Vegetation Plot Not Meeting
Groundwater
Gauge Meeting
♦ Groundwater
_ Gauge Not Meeting
' � SoMurce Esri, DigitalGlobe, GeoEye, i -cubed.,. USDA,
Prepared For: N
STREAM CURRENT CONDITION PLAN VIEW 0 200 400 Figure No.
FIVE MILE BRANCH RESTORATION SITE Feet3D
IREDELL COUNTY, NORTH CAROLINA 1 inch = 200 feet
Fnvironmenru,
Quaff' Aerial: 2011 Bing Maps Aerial

Table 5a Visual Stream Morphology Stability Assessment
Reach ID Beaver Creek
Assessed Lenqth 5794.1
Stream is a sand bed stream. No substrate sorting is occuring
The stream is not a meandering stream. No meander pools exist.
Page 1 of 1
Number
Total
Number of Amount of
% Stable,
Major Channel
Stable,
Channel Sub -Category
Metric
Number in
Unstable Unstable
Performing as
Category
Performing
As -built
Segments Footage
Intended
as Intended
1. Vertical Stability
1. Aggradation - Bar formation/growth sufficient to significantly deflect
0 0
100%
1. Bed
Riffle and Run Units
flow lateral) not top include point bars
2. Deradation - Evidence of downcuttin
0 0
100%
2. Riffle Condition"
1. Texture/Substrate - Riffle maintains coarser substrate
N/A
N/A
N/A
3. Meander Pool
1. Depth Sufficient (Max Pool Depth/Mean Bankfull Depth > 1.5)
N/A
N/A
N/A
Condition -
2. Length sufficient (>30% of centerline distance between tail of
upstream riffle and head of downstream riffle)
N/A
N/A
N/A
4. Thalweg Position—
1. Thalweg centering at upstream of meander bend Run
12.
N/A
N/A
N/A
Thalweg centering at downstream of meander (Glide)
N/A
N/A
N/A
2. Bank
1. Scoured/Eroding
Bank lacks vegetative cover due to active scour and erosion
6
300
95%
Banks undercut/overhanging to the extent that mass wasting is
2. Undercut
expected. Do NOT include undercuts that are stabilized by roots and
0
0
100%
are providing habitat.
3. Mass Wasting
Bank slumping, calving, or collapse
0
0
100%
Totals
6
300
95%
3. Engineered
1. Overall Integrity
Structures physically intact with no dislodged boulders or logs.
23
24
100%
Structures
2. Grade Control
Grade control structures exhibiting maintenance of grade across the
4
4
100%
sill.
3. Engineered
2a. Piping
Structures lacking any substantial flow underneath or around sills or
20
20
100%
Structires (cont'd.)
arms.
3. Bank Protection
Bank erosion within the structures extent of influence does not exceed
20
18
90%
15%. See exhibit describing bank influenced by vane arms.
4. Habitat
Pool forming structures maintaining Max Pool Depth/Mean Bankfull
8
8
100%
-Depth ratio > 1.5. Rootwads/los providing some cover at low flow.
Stream is a sand bed stream. No substrate sorting is occuring
The stream is not a meandering stream. No meander pools exist.
Page 1 of 1

Table 5b Visual Stream Morphology Stability Assessment
Reach ID Fifth Creek upstream of Beaver Creek
Assessed Lenqth 1586.4
Stream is a sand bed stream. No substrate sorting is occuring
The stream is not a meandering stream. No meander pools exist.
Page 1 of 1
Number
Total
Number of Amount of
% Stable,
Major Channel
Stable,
Channel Sub -Category
Metric
Number in
Unstable Unstable
Performing as
Category
Performing
As -built
Segments Footage
Intended
as Intended
1. Vertical Stability
1. Aggradation - Bar formation/growth sufficient to significantly deflect
0 0
100%
1. Bed
Riffle and Run Units
flow lateral) not top include point bars
2. Deradation - Evidence of downcuttin
0 0
100%
2. Riffle Condition"
1. Texture/Substrate - Riffle maintains coarser substrate
N/A
N/A
N/A
3. Meander Pool
1. Depth Sufficient (Max Pool Depth/Mean Bankfull Depth > 1.5)
N/A
N/A
N/A
Condition -
2. Length sufficient (>30% of centerline distance between tail of
upstream riffle and head of downstream riffle)
N/A
N/A
N/A
4. Thalweg Position—
1. Thalweg centering at upstream of meander bend Run
12.
N/A
N/A
N/A
Thalweg centering at downstream of meander (Glide)
N/A
N/A
N/A
2. Bank
1. Scoured/Eroding
Bank lacks vegetative cover due to active scour and erosion
1
75
95%
Banks undercut/overhanging to the extent that mass wasting is
2. Undercut
expected. Do NOT include undercuts that are stabilized by roots and
0
0
100%
are providing habitat.
3. Mass Wasting
Bank slumping, calving, or collapse
0
0
100%
Totals
1
75
95%
3. Engineered
1. Overall Integrity
Structures physically intact with no dislodged boulders or logs.
5
6
83%
Structures
2. Grade Control
Grade control structures exhibiting maintenance of grade across the
2
2
100%
sill.
3. Engineered
2a. Piping
Structures lacking any substantial flow underneath or around sills or
3
3
100%
Structires (cont'd.)
arms.
3. Bank Protection
Bank erosion within the structures extent of influence does not exceed
3
3
100%
15%. See exhibit describing bank influenced by vane arms.
4. Habitat
Pool forming structures maintaining Max Pool Depth/Mean Bankfull
5
5
100%
-Depth ratio > 1.5. Rootwads/los providing some cover at low flow.
Stream is a sand bed stream. No substrate sorting is occuring
The stream is not a meandering stream. No meander pools exist.
Page 1 of 1

Table 5c Visual Stream Morphology Stability Assessment
Reach ID Fifth Creek downstream of Beaver Creek
Assessed Length 4295.6
Stream is a sand bed stream. No substrate sorting is occuring
The stream is not a meandering stream. No meander pools exist.
Page 1 of 1
Number
Total
Number of Amount of
% Stable,
Major Channel
Stable,
Channel Sub -Category
Metric
Number in
Unstable Unstable
Performing as
Category
Performing
As -built
Segments Footage
Intended
as Intended
1. Vertical Stability
1. Aggradation - Bar formation/growth sufficient to significantly deflect
0 0
100%
1. Bed
Riffle and Run Units
flow lateral) not top include point bars
2. Deradation - Evidence of downcuttin
0 0
100%
2. Riffle Condition"
1. Texture/Substrate - Riffle maintains coarser substrate
N/A
N/A
N/A
3. Meander Pool
1. Depth Sufficient (Max Pool Depth/Mean Bankfull Depth > 1.5)
N/A
N/A
N/A
Condition -
2. Length sufficient (>30% of centerline distance between tail of
upstream riffle and head of downstream riffle)
N/A
N/A
N/A
4. Thalweg Position—
1. Thalweg centering at upstream of meander bend Run
12.
N/A
N/A
N/A
Thalweg centering at downstream of meander (Glide)
N/A
N/A
N/A
2. Bank
1. Scoured/Eroding
Bank lacks vegetative cover due to active scour and erosion
3
220
95%
Banks undercut/overhanging to the extent that mass wasting is
2. Undercut
expected. Do NOT include undercuts that are stabilized by roots and
0
0
100%
are providing habitat.
3. Mass Wasting
Bank slumping, calving, or collapse
0
0
100%
Totals
3
220
95%
3. Engineered
1. Overall Integrity
Structures physically intact with no dislodged boulders or logs.
19
20
95%
Structures
2. Grade Control
Grade control structures exhibiting maintenance of grade across the
3
3
100%
sill.
3. Engineered
2a. Piping
Structures lacking any substantial flow underneath or around sills or
20
20
100%
Structires (cont'd.)
arms.
3. Bank Protection
Bank erosion within the structures extent of influence does not exceed
20
20
100%
15%. See exhibit describing bank influenced by vane arms.
4. Habitat
Pool forming structures maintaining Max Pool Depth/Mean Bankfull
9
9
100%
-Depth ratio > 1.5. Rootwads/los providing some cover at low flow.
Stream is a sand bed stream. No substrate sorting is occuring
The stream is not a meandering stream. No meander pools exist.
Page 1 of 1

Table 6 Vegetation Condition Assessment
Five Mile Branch Stream and Wetland Restoration
Planted Acreage 67.3
Easement Acreage 229
% of
Mapping
pp g
CCPV
Number of
Combined
Vegetation Category
Definitions
Planted
Threshold
Depiction
Polygons
Acreage
Acreage
4. Invasive Areas of
Very Limited cover of both woody and
0.1 acres
None
0
0
0%
1. Bare Areas
herbaceous material.
1000SF
Green
6
2.87
4.0%
Woody stem densities clearly below target
Areas or points (if too small to render as
None
Open
1
2.1
3.0%
levels based on MY3, 4, or 5 stem count
0.1 acres
None
0
0.4
<1%
2. Low Stem Density Areas*
criteria.
Total
0.38
<1%
3. Areas of Poor Growth
Areas with woody stems of a size class that
are obviously small given the monitoring
0.25 acres
None
0
0
0%
Rates or Vigor
year.
Cumulative Totall
0.381<1%
Easement Acreage 229
* Acerage is combined acerage of 20 vegetation monitoring plots not meeting success criteria.
Page 1 of 1
% of
Mapping
pp g
CCPV
Number of
Combined
Vegetation Category
Definitions
Planted
Threshold
Depiction
Polygons
Acreage
Acreage
4. Invasive Areas of
Areas or points (if too small to render as
Grassland/
Concern
polygons at map scale).
1000SF
Green
6
2.87
4.0%
5. Easement Encroachment
Areas or points (if too small to render as
None
Open
1
2.1
3.0%
Areas
polygons at map scale).
Pasture/Green
* Acerage is combined acerage of 20 vegetation monitoring plots not meeting success criteria.
Page 1 of 1

Appendix C
Vegetation Plot Data

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I N,
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Vegetation Monitoring Plot #22 6/11/2015
Vegetation Monitoring Plot #23 6/11/2015
Page 5 of 5

EEP Project Code 29185. Project Name: Five Mile Branch
Scientific Name
Common Name
Species Type
29185-01-0001
29185-01-0002
29185-01-0003
29185-01-0004
29185-01-0005
29185-01-0006
29185-01-0007
29185-01-0008
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Acernegundo
boxelder
Tree
11
5
18
15
1
4
98
Acer rubrum
red maple
Tree
1
1
Ailanthus altissima
tree of heaven
Exotic
Alnus serrulata
hazel alder
Shrub
Asimina triloba
pawpaw
Tree
Baccharis halimifolia
eastern baccharis
Shrub
Betula nigra
river birch
Tree
1
1
2
3
3
3
1
1
2
1
1
4
2
2
2
2
2 2
Carpinus caroliniana
American hornbeam
Tree
1
2
21
2
Carya alba
mockernut hickory
Tree
Carya cordiformis
bitternut hickory
Tree
Celtis laevigata
sugarberry
Tree
Celtis occidentalis
common hackberry
Tree
Cephalanthus occidentalis
common buttonbush
Shrub
Cornus amomum
silky dogwood
Shrub
3
3
3
2
2
2
Corylus americana
American hazelnut
Shrub
1
1
1
Diospyros virginiana
common persimmon
Tree
Fraxinus americana
white ash
Tree
Fraxinus pennsylvanica
green ash
Tree
1
1
1
2
Ilex decidua
possumhaw
shrub
1
1
1
Juglans nigra
black walnut
Tree
1
1
1
1
1
1
1
1
1
Juniperus virginiana
eastern redcedar
Tree
1
Ligustrum sinense
Chinese privet
Exotic
Liquidambar styraciflua
sweetgum
Tree
46
35
47
21
54
1
3
1 1
Liriodendron tulipifera
tuliptree
Tree
1
1
Morus rubra
red mulberry
Tree
Nyssa sylvatica
blackgum
Tree
1
1
1
1
1
1
1
1
1
3 3
3
Pinus taeda
loblolly pine
Tree
Pinus virginiana
Virginia pine
Tree
Platanus occidentalis
American sycamore
Tree
1
1
13
40
4
41
1
3
21
2 2
Populus deltoides
eastern cottonwood
Tree
1
Quercus michauxii
swamp chestnut oak
Tree
2 2 2
1
1
1
1
1
3 3
3
Quercus pagoda
cherrybark oak
Tree
2
2
2
3
3
3
2
2
2
4
4
4
Quercus phellos
willow oak
Tree
1
2
2
2
11
1
1
Rosa multiflora
multiflora rose
Exotic
1
Salix nigra
black willow
Tree
Sambucus canadensis
Common Elderberry
Shrub
5
Ulmus rubra
Islippery elm
ITree
11
2
1
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
21 21 2
71
71 81
7
7 92
9
91
81
5
5 45
10
10 69
6 6 19
4
4 109
1 1 1 1 1
1 1
1
0.02 0.02 0.02 0.02 0.02
0.02 0.02
0.02
11 1 1 5 5 11 3 3 11 6 6 10 4 4 7
5 5 8 2 2 7 2
2 6
80.94 80.94 80.94 283.3 283.3 3278 283.3 283.3 3723 364.2 364.2 3278 202.3 202.3 1821
404.7 404.7 2792 242.8 242.8 768.9 161.9
161.9 4411

EEP Project Code 29185. Project Name: Five Mile Branch
Current Plot Data (MY3 2015)
Scientific Name
Common Name
Species Type
29185-01-0009
29185-01-0010
29185-01-0011
29185-01-0012
29185-01-0013
29185-01-0014
29185-01-0015
29185-01-0016
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Acer negundo
boxelder
Tree
25
160.6
13
56
1
2
Acer rubrum
red maple
Tree
2
5
Ailanthus altissima
tree of heaven
Exotic
1
Alnus serrulata
hazel alder
Shrub
Asimina triloba
pawpaw
Tree
Baccharis halimifolia
eastern baccharis
Shrub
1
Betula nigra
river birch
Tree
4
4
4
2
2
2
1
1
1
2 2
3
Carpinus caroliniana
American hornbeam
Tree
Carya alba
mockernut hickory
Tree
1
Carya cordiformis
bitternut hickory
Tree
Celtis laevigata
sugarberry
Tree
Celtis occidentalis
common hackberry
Tree
Cephalanthus occidentalis
common buttonbush
Shrub
1
1
Cornus amomum
silky dogwood
Shrub
1
1
1
1
1
1
1
1 1
Corylus americana
American hazelnut
Shrub
Diospyros virginiana
common persimmon
Tree
2
5
1
Fraxinus americana
white ash
Tree
Fraxinus pennsylvanica
green ash
Tree
1
1
1
1
1
11
1
1
1
1
8
1
1 2
Ilex decidua
possumhaw
shrub
Juglans nigra
black walnut
Tree
1
1
1
1
1
1
1
1
1
Juniperus virginiana
eastern redcedar
Tree
1
Ligustrum sinense
Chinese privet
Exotic
Liquidambar styraciflua
sweetgum
Tree
1
131
1
1
16
Liriodendron tulipifera
tuliptree
Tree
Morus rubra
red mulberry
Tree
Nyssa sylvatica
blackgum
Tree
2
2
2
Pinus taeda
loblolly pine
Tree
1
Pinus virginiana
Virginia pine
Tree
Platanus occidentalis
American sycamore
Tree
1
1
1
1
14
11 1 11
3
Populus deltoides
eastern cottonwood
Tree
Quercus michauxii
swamp chestnut oak
Tree
1
11
1
Quercus pagoda
cherrybark oak
Tree
5
5
5
1
1
1
Quercus phellos
willow oak
Tree
1
1
1
3
3
3
2 21 2
1
1 1
11 1
Rosa multiflora
multiflora rose
Exotic
Salix nigra
black willow
Tree
Sambucus canadensis
Common Elderberry
Shrub
1 1
1
Ulmus rubra
slippery elm
ITree
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
ill
11743
7
71
173.6
71
7 60
4
41 62
31 3 5
0 01
0 31 31 37
31
3 6
1 1 1 1 1
1 1 1
0.02 0.02 0.02 0.02 0.02
0.02 0.02 0.02
4 4 11 6 6 9 4 4 9 4 4 7 2 2 4
0 0 0 7 3 3 4
445.2 445.2 1740 283.3 283.3 7024 283.3 283.3 2428 161.9 161.9 2509 121.4 121.4 202.3
0 0 0 121. 1 1497 121.4 121.41 242.8
j2L2�

EEP Project Code 29185. Project Name: Five Mile Branch
Scientific Name
Common Name
Species Type
29185-01-0017
29185-01-0018
29185-01-0019
29185-01-0020
29185-01-0021
29185-01-0022
29185-01-0023
MY3 (2015)
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Acer negundo
boxelder
Tree
1
5
8
1
18
442.6
Acer rubrum
red maple
Tree
1
1
1
12
Ailanthus altissima
tree of heaven
Exotic
1
Alnus serrulata
hazel alder
Shrub
Asimina triloba
pawpaw
Tree
Baccharis halimifolia
eastern baccharis
Shrub
1
Betula nigra
river birch
Tree
23
2
2
3
2 2
3
1
1
1
1 1
2
25
25
57
Carpinus caroliniana
American hornbeam
Tree
21
2
2
Carya alba
mockernut hickory
Tree
1
Carya cordiformis
bitternut hickory
Tree
1
1
Celtis laevigata
sugarberry
Tree
Celtis occidentalis
common hackberry
Tree
2
2
Cephalanthus occidentalis
common buttonbush
Shrub
1 11
8
1
1
10
Cornus amomum
silky dogwood
Shrub
1
2
2
2
10
10
11
Corylus americana
American hazelnut
Shrub
1
11
1
Diospyros virginiana
common persimmon
Tree
12
1
21
Fraxinus americana
white ash
Tree
Fraxinus pennsylvanica
green ash
Tree
1
1
21
11
5
5
42
Ilex decidua
possumhaw
shrub
1
1
1
Juglans nigra
black walnut
Tree
1
1
1
1
7
7
8
Juniperus virginiana
eastern redcedar
Tree
2
Ligustrum sinense
Chinese privet
Exotic
Liquidambar styraciflua
sweetgum
Tree
31
46
111
3
428
Liriodendron tulipifera
tuliptree
Tree
1
3
Morus rubra
red mulberry
Tree
Nyssa sylvatica
blackgum
Tree
1
1
1
9
9
9
Pinus taeda
loblolly pine
Tree
1
Pinus virginiana
Virginia pine
Tree
Platanus occidentalis
American sycamore
Tree
31
1
1
1
1
4
5
6
6
128
Populus deltoides
eastern cottonwood
Tree
1
Quercus michauxii
swamp chestnut oak
Tree
6
6
6
Quercus pagoda
cherrybark oak
Tree
2
2
2
19
19
19
Quercus phellos
willow oak
Tree
1
1
1
2 21
2
131
13
13
Rosa multiflora
multiflora rose
Exotic
1
Salix nigra
black willow
Tree
1
1
Sambucus canadensis
Common Elderberry
Shrub
4
1
1
10
Ulmus rubra
Islippery elm
ITree
3
1
1
1
1
1
8
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
01 01 61
01 01
5
5 57
3 31
174
4 61
4
4
131
3 3 31
107
107
1244
1 1 1 1 1
1 1 23
0.02 0.02 0.02 0.02 0.02
0.02 0.02 0.57
01 01 6 0 0 1 4 4 91 2 2 5 31 3 5
3 3 10 2 2 6 15 15
30
01 01 2469 0 0 40.47 202.3 202.3 23071 121.4 121.4 688 161.91 161.9 2469
161.9 161.9 5301 121.4 121.4 1255 188.31 188.3
2188

EEP Project Code 29185. Project Name: Five Mile Branch
Annual Means
Scientific Name
Common Name
Species Type
MY2 (2014)
MY1 (2013)
MYO (2012)
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Acernegundo
boxelder
Tree
372
182
1
Acer rubrum
red maple
Tree
24
22
Ailanthus altissima
tree of heaven
Exotic
Alnus serrulata
hazel alder
Shrub
2
2
2
Asimina triloba
pawpaw
Tree
1
Baccharis halimifolia
eastern baccharis
Shrub
Betula nigra
river birch
Tree
22
22
62
16
16
67
19
19
50
Carpinus caroliniana
American hornbeam
Tree
2
2
4
2
2
2
41
4
4
Carya alba
mockernut hickory
Tree
2
Carya cordiformis
bitternut hickory
Tree
1
Celtis laevigata
sugarberry
Tree
4
4
6
5
5
9
Celtis occidentalis
common hackberry
Tree
Cephalanthus occidentalis
common buttonbush
Shrub
1
1
8
4
Cornus amomum
silky dogwood
Shrub
11
11
12
7
7
9
12
12
12
Corylus americana
American hazelnut
Shrub
1
1
1
Diospyros virginiana
common persimmon
Tree
25
11
Fraxinus americana
white ash
Tree
1
1
1
Fraxinus pennsylvanica
green ash
Tree
4
4
53
2
2
17
2
2
3
Ilex decidua
possumhaw
shrub
5
5
5
12
12
12
14
14
14
Juglans nigra
black walnut
Tree
6
6
13
3
3
7
15
15
15
Juniperus virginiana
eastern redcedar
Tree
1
Ligustrum sinense
Chinese privet
Exotic
2
Liquidambar styraciflua
sweetgum
Tree
615
393
Liriodendron tulipifera
tuliptree
Tree
2
Morus rubra
red mulberry
Tree
1
1
1
3
3
3
Nyssa sylvatica
blackgum
Tree
6
6
6
2
2
2
2
2
2
Pinus taeda
loblolly pine
Tree
1
Pinus virginiana
Virginia pine
Tree
1
Platanus occidentalis
American sycamore
Tree
6
6
117
6
6
159
5
5
37
Populus deltoides
eastern cottonwood
Tree
1
Quercus michauxii
swamp chestnut oak
Tree
6
6
61
4
41
4
15
15
15
Quercus pagoda
cherrybark oak
Tree
20
20
20
22
22
24
24
24
24
Quercus phellos
willow oak
Tree
10
10
10
6
6
6
10
10
10
Rosa multiflora
multiflora rose
Exotic
Salix nigra
black willow
Tree
1
Sambucus canadensis
Common Elderberry
Shrub
4
3
3
28
5
5
5
Ulmus rubra
slippery elm
Tree
1
1
10
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
102
102
1381
90
90
956
1371
1371 206
23 23 23
0.S7 0.57 0.57
15 15 30 14 14 19 15 15 16
179.5 179.51 2430 158.41 158.4 16821 241.11 241.11 362.5

Appendix D
Stream Survey Data

River Basin:
Catawba
Watershed:
Beaver Creek
XS ID:
X-1 BVR
Drainage Area (sq. mi.)
10.7
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
764421.6773
1472799.805
130.1
732.7755
764421.0072
1472800.865
739.37
732.4979
764413.4109
1472811.911
6.4
732.7271
764404.5325
1472824.248
7.0
733.0361
764395.1871
1472837.571
1.0
733.218
764387.256
1472849.382
733.3582
764384.4577
1472853.544
732.1731
764381.8686
1472858.039
729.3693
764380.7091
1472859.549
727.5897
764380.3627
1472860.096
727.4105
764378.5214
1472861.613
727.3293
764376.2272
1472865.27
727.0005
764373.9876
1472868.298
726.9099
764371.3298
1472871.777
727.2858
764371.2703
1472871.862
727.4926
764369.2051
1472873.761
733.923
764366.701
1472877.739
734.5951
764366.1339
1472878.666
735.2122
SUMMARY DATA
Bankfull Elevation:
732.97
Bankfull Cross -Sectional Area:
130.1
Bankfull Width:
30.3
Floodprone Area Elevation:
739.37
Floodprone Width:
200
Max Depth at Bankfull
6.4
Mean Depth at Bankfull
4.3
W/D Ratio
7.0
Entrenchemnt Ratio:
6.6
Bank Height Ratio:
1.0
Stream Type: E5
745
740
735
730
725
Section 1 Looking downstream
CROSS-SECTION #1
BANKFULL ELEV, 732.97
AS -BUILT
720 YEAR 1
YEAR 2
YEAR 3
715
710 mi Pn � c r
26+60.00
RVR
a acD
NO C3 Lo cN

River Basin:
Catawba
Watershed:
Beaver Creek
XS ID:
X-2 BVR
Drainage Area (sq. mi.)
10.7
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
765773.6335
1473807.071
108.9
730.8371
28.6
765772.7892
1473807.678
Floodprone Width:
730.5414
Max Depth at Bankfull
765762.8004
1473814.857
3.8
730.2358
7.5
765749.955
1473826.096
t Ratio:
730.6179
765735.1577
1473837.878
730.3702
765722.981
1473846.18
730.1155
765719.2872
1473848.459
728.786
765716.0465
1473851.767
726.2241
765714.6742
1473852.734
725.1442
765714.5367
1473852.721
724.7637
765711.5392
1473855.537
724.7068
765708.1329
1473858.518
724.5184
765705.6479
1473860.352
724.0904
765703.629
1473861.736
724.5499
765702.4784
1473862.635
724.5963
765702.4458
1473863.281
725.1456
765699.7582
1473865.34
730.3574
765695.8034
1473868.505
730.3438
765691.8317
1473871.435
1
731.1971
765691.4414
1473871.742
1
731.8134
SUMMARY DATA
Bankfull Elevation:
729.81
Bankfull Cross -Sectional Area:
108.9
Bankfull Width:
28.6
Floodprone Area Elevation:
735.41
Floodprone Width:
200
Max Depth at Bankfull
5.6
Mean Depth at Bankfull
3.8
7.5
mnt Ratio:
E
7.0
t Ratio:
1.0
Stream Type: I E5
740
735
725
720 AS -BUILT
YEAR 1
715 YEAR 2
YEAR 3
710 11-1 R
Section 2 Looking downstream
WWS0r
.iv
CRPSS-SECTION ,#2
44+00.0
B R
0 Ln 0 0 LO

River Basin:
Catawba
Watershed:
Beaver Creek
XS ID:
X-3 BVR
Drainage Area (sq. mi.)
10.7
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
766078.5517
1474217.357
137.1
728.9319
39.9
766078.0344
1474218.736
Floodprone Width:
728.5136
Max Depth at Bankfull
766073.2598
1474229.224
3.4
728.5421
11.6
766066.6317
1474245.17
728.569
766059.8694
1474259.469
729.3671
766053.2485
1474273.708
730.1973
766047.4813
1474286.329
730.3101
766044.717
1474292.468
728.7711
766043.1597
1474296.366
727.1736
766041.1926
1474299.418
724.3227
766040.1251
1474302.317
723.8276
766039.5896
1474302.159
722.8953
766038.7466
1474303.329
722.8303
766037.1592
1474305.28
722.8264
766036.0536
1474307.101
723.6106
766035.1746
1474308.317
723.5552
766034.7801
1474308.393
724.1991
766034.5239
1474308.912
724.2857
766034.5715
1474309.784
724.5813
766034.1983
1474311.069
724.8365
766033.1112
1474313.699
726.0546
766031.5086
1474317.906
729.4914
766029.66
1474321.853
729.9505
766029.1936
1474322.344
730.2105
SUMMARY DATA
Bankfull Elevation:
730.17
Bankfull Cross -Sectional Area:
137.1
Bankfull Width:
39.9
Floodprone Area Elevation:
737.57
Floodprone Width:
200
Max Depth at Bankfull
7.4
Mean Depth at Bankfull
3.4
W/D Ratio
11.6
Entrenchemnt Ratio:
5.0
Bank Height Ratio:
1.0
Stream Type: E5
lap
7z, 5
74 fJ
73,3
730
725
AS -BUILT
720 YEAR 1
YEAR 2
YEAR 3
715
71a
Section 3 Looking downstream

River Basin:
Catawba
Watershed:
Beaver Creek
XS ID:
X-4 BVR
Drainage Area (sq. mi.)
10.7
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
766346.6997
Bankfull Cross -Sectional Area:
1474713.492
727.5734
33.3
766345.529
1474714.526
727.4247
766337.8795
Max Depth at Bankfull
1474719.977
727.2881
4.1
766324.6189
8.1
1474729.354
727.1462
766309.0695
1.0
1474740.01
727.6699
766294.5654
1474749.35
728.6381
766281.2901
1474759.153
728.7531
766269.1734
1474767.611
728.7626
766264.4438
1474770.719
727.1568
766261.2625
1474773.621
725.2265
766259.2656
1474775.445
723.428
766258.0307
1474775.861
722.6414
766256.002
1474777.288
722.6602
766253.5842
1474778.989
722.4562
766252.032
1474779.602
722.7843
766250.555
1474780.546
722.5142
766247.3614
1474782.6
722.6603
766246.8528
1474782.302
723.32
766246.0737
1474783.239
724.0695
766242.9392
1474785.455
726.7799
766241.6177
1474786.129
729.2499
766240.0674
1474787.229
729.5855
766238.3775
1474788.573
729.2945
766237.7562
1474788.987
729.7508
SUMMARY DATA
Bankfull Elevation:
728.29
Bankfull Cross -Sectional Area:
135.1
Bankfull Width:
33.3
Floodprone Area Elevation:
734.59
Floodprone Width:
200
Max Depth at Bankfull
6.3
Mean Depth at Bankfull
4.1
W/D Ratio
8.1
Entrenchemnt Ratio:
6.0
Bank Height Ratio:
1.0
Stream Type: E5
740
735
730
725
720
715 _ A5 -BUILT
YEAR 1
YEAR 2
710 YEAR 3
705 0 LO o
In
Section 4 Looking downstream
a u-�
CROSS-SECTION #4
BANKEULL ELEV_ 72829
7-7
■si �
r

River Basin:
Catawba
Watershed:
Beaver Creek
XS ID:
X-5 BVR
Drainage Area (sq. mi.)
10.7
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
766934.9485
1475551.34
118.5
726.5147
29.3
766934.8681
1475551.946
Floodprone Width:
726.4454
766929.309
1475568.16
726.7031
4.0
766922.1427
1475584.278
Entrenchemnt Ratio:
726.8918
Bank Height Ratio:
766917.9499
1475592.996
726.7812
766916.0815
1475597.572
726.2677
766914.2614
1475602.207
724.5902
766913.724
1475605.207
723.5301
766912.7235
1475607.07
720.6296
766912.0596
1475607.636
720.0885
766911.034
1475609.208
720.0004
766909.4484
1475612.082
718.9299
766908.2119
1475613.712
719.7608
766906.5822
1475615.298
720.0303
766906.043
1475616.21
719.7748
766905.567
1475616.689
720.5384
766904.1249
1475618.228
722.3933
766902.2876
1475620.757
725.5898
766901.3549
1475622.415
726.9891
766899.7312
1475624.808
727.3587
766899.1931
1475625.599
727.8809
SUMMARY DATA
Bankfull Elevation:
725.82
Bankfull Cross -Sectional Area:
118.5
Bankfull Width:
29.3
Floodprone Area Elevation:
733.22
Floodprone Width:
200
Max Depth at Bankfull
7.4
Mean Depth at Bankfull
4.0
W/D Ratio
7.3
Entrenchemnt Ratio:
6.0
Bank Height Ratio:
1.0
Stream Type: E5
145
740
735
739
724 AS -BUILT
YEAR 1
715 YEAR 2
YEAR 3
Section 5 Looking downstream
CROSS-SECTION #5
BANKFULLI ELEV.d 725.
66+20.00
E3 R
r

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-6 FTH U -S
Drainage Area (sq. mi.)
13.9
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
767093.5733
Bankfull Cross -Sectional Area:
1474624.936
Bankfull Width:
728.3768
Floodprone Area Elevation:
767092.7155
Floodprone Width:
1474624.7
728.2704
7.4
767088.4774
1474623.535
W/D Ratio
728.4713
767083.2125
6.0
1474622.089
1.0
729.1723
767074.7293
1474619.825
728.5425
767067.8113
1474617.95
725.9306
767062.3298
1474616.565
723.9509
767061.3665
1474616.523
721.9155
767061.5317
1474616.514
722.4583
767060.5323
1474616.326
721.8319
767058.0919
1474615.883
721.3654
767055.2447
1474615.349
720.9908
767051.2141
1474614.749
721.1798
767048.4853
1474614.209
721.6031
767047.8323
1474613.951
722.3584
767047.4191
1474613.77
723.973
767045.8034
1474613.379
725.6862
767041.3966
1474612.285
728.8356
767035.6429
1474609.929
729.8741
767028.3823
1474608.048
729.9491
767027.8935
1474607.921
730.496
SUMMARY DATA
Bankfull Elevation:
730.09
Bankfull Cross -Sectional Area:
145.3
Bankfull Width:
33.4
Floodprone Area Elevation:
737.49
Floodprone Width:
200
Max Depth at Bankfull
7.4
Mean Depth at Bankfull
4.4
W/D Ratio
7.6
Entrenchemnt Ratio:
6.0
Bank Height Ratio:
1.0
Stream Type: E5
730
725
120
AS- RIJIL T
YEAR 1
715 - - YEAR 2
YEAR 3
710
705 n n
Section 6 Looking downstream
CROSS-SECTION #6
3ANKFULL ELEV. 730.09
wtr in a
ca
11 + 40 -DQ
F TH
o itt � u -a

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-7 FTH U -S
Drainage Area (sq. mi.)
10.7
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
767265.1125
1475472.87
119.1
726.9658
767264.1158
1475473.392
734.02
727.0013
767258.3131
1475476.515
6.6
726.9745
767248.6326
1475482.354
5.7
727.1756
767237.0498
1475489.083
1.0
727.5953
767227.3863
1475495.406
727.109
767219.1457
1475500.09
726.4392
767207.4186
1475506.65
726.2694
767203.4971
1475508.947
724.9471
767200.109
1475511.785
722.4123
767199.3069
1475512.88
720.365
767198.5748
1475512.956
719.7696
767195.887
1475514.161
719.5037
767192.2619
1475516.685
719.1091
767188.8325
1475518.791
719.2397
767186.6612
1475519.616
719.2894
767186.1608
1475520.417
720.2023
767183.6927
1475520.959
726.1367
767182.3104
1475522.057
727.224
767180.7237
1475523.042
727.7652
767178.4786
1475524.324
727.8077
767177.9062
1475524.664
728.4311
SUMMARY DATA
Bankfull Elevation:
727.42
Bankfull Cross -Sectional Area:
119.1
Bankfull Width:
26.1
Floodprone Area Elevation:
734.02
Floodprone Width:
200
Max Depth at Bankfull
6.6
Mean Depth at Bankfull
4.6
W/D Ratio
5.7
Entrenchemnt Ratio:
7.7
Bank Height Ratio:
1.0
Stream Type: I E5
735
730
725
720 � AS -BUILT
YEAR 1
71.5 YEAR 2
YEAR 3
710
705
Section 7 Looking downstream
F,
CROSS-SECTION
#7
BANKFULL ELE=V, 727.42
21+40.00
ETH
Ln

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-8 FTH D -S
Drainage Area (sq. mi.)
26
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
767665.7104
Bankfull Cross -Sectional Area:
1476406.533
725.539
767664.7316
Floodprone Area Elevation:
1476406.81
725.143
767657.2707
Max Depth at Bankfull
1476409.318
724.6588
767645.4007
1476413.55
724.7989
767630.2509
5.9
1476418.499
725.6261
767614.6784
1476422.743
725.4759
767599.9619
1476426.537
725.6376
767596.6021
1476426.832
723.7927
767593.1453
1476427.497
720.7017
767591.9983
1476428.002
719.5906
767591.9821
1476427.939
719.1049
767589.2084
1476429.167
718.7745
767585.9406
1476429.422
718.648
767581.6426
1476429.819
718.2304
767577.2395
1476430.556
718.6645
767572.9553
1476431.167
718.743
767569.763
1476431.302
718.1227
767569.4937
1476430.923
719.5533
767567.1776
1476432.451
725.5953
767563.1425
1476433.53
726.2334
767559.3919
1476434.517
726.4349
767558.4973
1476434.238
726.9218
SUMMARY DATA
Bankfull Elevation:
726.40
Bankfull Cross -Sectional Area:
188.1
Bankfull Width:
40
Floodprone Area Elevation:
733.70
Floodprone Width:
200
Max Depth at Bankfull
7.3
Mean Depth at Bankfull
5.6
W/D Ratio
6.1
Entrenchemnt Ratio:
5.9
Bank Height Ratio:
1.0
Stream Type: E5
735
73fl
720
A5-I31JIET
715 YEAR 1
YEAR 2
YEAR 3
f10
Section 8 Looking downstream
CROSS-SECTION #8
+- BANKFULL CLEV. 720.40
31 I �a0.04
FTH

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-9 FTH D -S
Drainage Area (sq. mi.)
26
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
767737.1606
1477906.656
185.2
722.2822
36.8
767736.2579
731.29
200
1477906.692
7.4
722.1092
767725.1961
1477907.137
722.0192
Bank Height Ratio:
767713.062
1477907.625
722.7415
767699.8604
1477907.498
723.3925
767687.2608
1477907.003
723.1107
767683.6727
1477906.585
721.295
767679.6009
1477906.94
718.3072
767678.2775
1477906.637
716.9362
767675.8973
1477906.363
716.8086
767674.6282
1477906.235
716.0703
767673.9706
1477906.2
717.7636
767672.6471
1477906.488
717.6685
767672.5538
1477906.566
717.4885
767672.2118
1477906.548
715.5683
767670.5794
1477906.936
715.1338
767666.5381
1477904.903
714.5528
767665.3376
1477905.646
715.6265
767663.2335
1477905.878
715.7099
767661.7606
1477905.976
717.4882
767661.0356
1477906.103
717.8664
767657.5164
1477906.305
718.0101
767656.6788
1477906.801
718.1689
767652.7668
1477906.308
721.8776
767650.4799
1477906.564
723.7363
767647.544
1477906.38
724.4034
767644.1099
1477906.51
724.2817
767643.0587
1477906.508
724.6259
SUMMARY DATA
Bankfull Elevation:
723.89
Bankfull Cross -Sectional Area:
185.2
Bankfull Width:
36.8
Floodprone Area Elevation:
Floodprone Width:
731.29
200
Max Depth at Bankfull
7.4
Mean Depth at Bankfull
5.0
W/D Ratio
Entrenchemnt Ratio:
7.4
5.4
Bank Height Ratio:
1.0
Stream Type: JE5
/S:.=
C ;OSS-SECTION#9
730 ...
725 a
BAN! FULL LEV. 723.89
_71e- . AS -BUILT -
YEAR 1 -
YEAR 2 46-+60.00
71i�.� YEAR 3
Inc G h C7 gra a +fC'e _ [} til CS a'3
Section 9 Looking downstream

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-10 FTH D -S
Drainage Area (sq. mi.)
26
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
767806.8198
Bankfull Cross -Sectional Area:
1478232.148
721.897
33.3
767805.7199
730.70
1478232.297
200
721.6623
6.9
767794.6763
5.3
1478233.796
6.3
721.7154
6.0
767781.827
1.0
1478236.147
722.5099
767768.314
1478238.536
722.8395
767754.3743
1478240.181
723.0379
767748.8936
1478241.019
719.2679
767747.5971
1478242.058
717.2492
767746.7696
1478242.335
716.4337
767744.4606
1478243.068
716.4522
767741.0832
1478243.667
716.4544
767735.8151
1478245.531
716.0654
767732.3404
1478246.749
716.6114
767728.918
1478247.693
716.5764
767725.3722
1478248.188
716.6747
767724.8565
1478248.3
717.2679
767721.9397
1478249.243
723.961
767719.0083
1478249.905
724.1992
767714.956
1478250.794
724.1459
767713.8797
1478251.021
724.3456
SUMMARY DATA
Bankfull Elevation:
723.80
Bankfull Cross -Sectional Area:
177.7
Bankfull Width:
33.3
Floodprone Area Elevation:
730.70
Floodprone Width:
200
Max Depth at Bankfull
6.9
Mean Depth at Bankfull
5.3
W/D Ratio
6.3
Entrenchemnt Ratio:
6.0
Bank Height Ratio:
1.0
Stream Type: E5
7.55
730
725
7M
715 AS BUILT
YEAR 1
710 YEAR 2
YEAR 3
Section 10 Looking downstream
CROSS-SECTION #10
BANKFULL ELEV. 723.80
'5U+ 00..00
FTH
ry

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-11 FTH D -S
Drainage Area (sq. mi.)
26
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
767900.6523
Bankfull Cross -Sectional Area:
1478770.228
Bankfull Width:
722.0803
Floodprone Area Elevation:
767899.9607
Floodprone Width:
1478770.788
Max Depth at Bankfull
721.7751
Mean Depth at Bankfull
767893.42
1478776.072
8.5
721.9811
5.2
767883.8346
1.0
1478784.453
722.1581
767872.9203
1478794.296
721.9673
767863.5954
1478802.554
721.746
767860.7303
1478804.975
719.5904
767858.0041
1478807.144
717.7303
767856.4007
1478808.281
716.643
767855.9738
1478808.595
716.0707
767853.2489
1478810.706
715.9252
767849.979
1478813.464
715.7716
767847.1552
1478815.572
715.1707
767845.2182
1478817.31
715.6244
767842.3557
1478819.74
715.5851
767839.446
1478823.064
715.9516
767839.064
1478823.455
716.3698
767838.3436
1478823.785
718.5011
767837.7733
1478824.275
718.6873
767837.4722
1478825.314
719.6321
767835.6602
1478828.094
721.6896
767832.3092
1478830.916
722.0692
767829.5154
1478833.753
722.9715
767828.9669
1478834.336
723.3442
SUMMARY DATA
Bankfull Elevation:
722.67
Bankfull Cross -Sectional Area:
172.9
Bankfull Width:
38.1
Floodprone Area Elevation:
729.17
Floodprone Width:
200
Max Depth at Bankfull
6.5
Mean Depth at Bankfull
4.5
W/D Ratio
8.5
Entrenchemnt Ratio:
5.2
Bank Height Ratio:
1.0
Stream Type: E5
735
730
725
724
71 AS -BUILT
YEAR 1
_71 YEAR 2
YEAR 3 pp
7a5d'
N
Section 11 Looking downstream
L
CROSS-SECTION #11
KFULL ELEV.I 722.67
FTH
4

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-12 Fth D -S
Drainage Area (sq. mi.)
26
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
768097.4647
1479235.298
190.5
721.0605
40.3
768096.2127
729.34
1479235.766
200
720.6226
8.7
768084.7405
4.7
1479239.985
8.6
720.2923
5.0
768070.901
1479244.867
720.271
768055.2301
1479249.441
720.9049
768039.8388
1479254.042
721.3109
768024.7079
1479258.672
721.1622
768019.5554
1479260.483
718.9537
768014.4112
1479262.843
715.8714
768013.9231
1479263.321
715.9218
768012.7194
1479263.839
715.8788
768012.3153
1479264.235
715.6316
768012.112
1479264.305
714.8253
768011.3429
1479264.695
714.9534
768009.1867
1479266.254
712.9949
768004.7606
1479268.299
712.0675
768003.6789
1479268.819
712.8074
768002.3068
1479269.756
713.9061
768000.5889
1479270.665
714.1877
767997.3309
1479271.567
714.2698
767997.1303
1479271.773
715.6677
767996.5471
1479271.986
715.8338
767995.1629
1479272.627
715.870
767993.7194
1479272.664
715.7344
767992.2032
1479273.153
717.8447
767989.3221
1479274.19
719.6056
767983.8432
1479275.244
722.4277
767979.773
1479277.194
722.6485
767978.7308
1479277.223
723.1086
SUMMARY DATA
Bankfull Elevation:
720.64
Bankfull Cross -Sectional Area:
190.5
Bankfull Width:
40.3
Floodprone Area Elevation:
729.34
Floodprone Width:
200
Max Depth at Bankfull
8.7
Mean Depth at Bankfull
4.7
W/D Ratio
8.6
Entrenchemnt Ratio:
5.0
Bank Height Ratio:
1.0
Stream Type: E5
735
730
125
I
I
1715
710 AS -BUILT
YEAR 1
YEAR 2
7€75 YEAR 3
Section 12 Looking downstream
CROSS-SECTION X12
BANKFULL. ELEV. 720.64
FTH
cv In
� F T qtr c� n `�' cai CM

River Basin:
Catawba
Watershed:
Fifth Creek
XS ID:
X-13 FTH D -S
Drainage Area (sq. mi.)
26
Date:
5/14/2015
Field Crew:
JE. Toler, C. Campbell, R. Lepsic
Northing
Easting
Elevation
768867.6655
Bankfull Cross -Sectional Area:
1480245.732
Bankfull Width:
718.0172
768866.9735
726.08
1480246.266
200
717.6618
768854.2058
Mean Depth at Bankfull
1480258.429
718.0079
768844.4563
1480268.432
719.1774
768833.3214
1.0
1480279.036
719.849
768825.1539
1480287.478
719.6215
768823.4114
1480289.281
718.693
768820.9164
1480292.568
715.6589
768820.2474
1480293.631
714.2176
768819.5583
1480293.995
713.4152
768817.9713
1480295.293
713.4817
768815.2454
1480297.992
713.0677
768811.3243
1480302.266
712.9965
768808.8026
1480305.694
713.2168
768805.2713
1480308.706
713.4035
768802.106
1480311.454
713.287
768801.6197
1480311.679
714.2109
768800.0681
1480313.576
716.9144
768797.3514
1480316.509
719.697
768796.0562
1480319.306
720.0754
768794.7318
1480320.1
720.5905
SUMMARY DATA
Bankfull Elevation:
720.08
Bankfull Cross -Sectional Area:
176.9
Bankfull Width:
38.0
Floodprone Area Elevation:
726.08
Floodprone Width:
200
Max Depth at Bankfull
6.0
Mean Depth at Bankfull
4.7
W/D Ratio
8.1
Entrenchemnt Ratio:
5.3
Bank Height Ratio:
1.0
Stream Type: E5
73r,]
725
120
715
AS -BUILT
710 YEAR 1
_.. -__ YEAR 2
YEAR 3
106
700
Section 13 Looking downstream
CROSS-SECM� ##13
r1k
BANKFULL ELEV.20.08
75+00.00

Exhibit Table 10a. Baseline Stream Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 1 Beaver Creek 5,794.1 feet
Parameter
Gauge Regional Curve
0.0
Pre -Existing Condition
0.0094
0.003
5.5
References Reach(as) Data'
161.9
Design
4.7
6.7 6.6
7.8
As -Built / Baseline'
20.6
176.7 19.1
Dimension and substrate - Riffle
27.5
Equation
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Max
Min
Mean
Med
Max
SD
n
Bankfull Width (ft)
51.0
41.9*
20.2
26.7
26.3
35.2
4.3
48
N/A
N/A
N/A
N/A
N/A
20.7
27.6
38.8
24.1
29.5
26.3
38.1
7.5
3
Floodprone Width (ft)
100.0
180.0
-
250.0
-
-
N/A
N/A
N/A
N/A
N/A
100.0
180.0
250.0
-
>200
-
-
0.0
3
Bankfull Mean Depth (ft)
2.7
2.2*
3.3
4.5
4.5
5.9
0.5
48
N/A
N/A
N/A
N/A
N/A
3.3
4.2
5.0
3.5
4.2
4.4
4.7
0.6
3
Bankfull Max Depth (ft)
3.3
5.0
6.9
6.9
8.1
0.7
48
N/A
N/A
N/A
N/A
N/A
4.6
5.9
7.2
6.4
6.8
7.0
7.1
4.0
3
Bankfull Cross Sectional Area (ft2)
139.3
92.9**
79.7
119.4
116.9
176.0
22.9
48
N/A
N/A
N/A
N/A
N/A
75.0
115.5
163.2
105.4
121.1
124.5
133.4
14.3
3
Width/Depth Ratio
18.8
4.4
6.0
5.9
9.1
1.2
48
N/A
N/A
N/A
N/A
N/A
5.1
6.6
9.5
5.5
7.3
5.6
10.9
3.1
3
Entrenchment Ratio
1.4
4.6
8.2
-
10.9
-
-
N/A
N/A
N/A
N/A
N/A
3.6
6.4
9.0
5.2
7.0
7.6
8.3
1.6
3
Bank Height Ratio
1.4
j 1.0
j 1.2
1
1 1.5 1
1 1
N/A
I N/A I
N/A
I N/A
I N/A
1.0
1.0
0.0
1 3
d50 (mm)
I-
1 0.2
1-1
- I-
-I
N/A
I N/A I
N/A
N/A
N/A
Riffle Length (ft)
Riffle Slope (ft)
Pool Length (ft)
Pool Max Depth (ft)
Pool Spacing (ft)
Pool Cross Sectional Area (ft2)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc: Bankfull Width (ft/ft)
Meander Wavelength (ft)
Meander Width Ratio
substrate, bed and transport parameters
Ri%/Ru%/P%/G%/S%
SC% / Sa% /G.% / C% / B% / Be%
16 / d35 / d50 / d84 / d95 / di P / di" (mm)
Reach Shear Stress (competency) Ib/f'
Max part size (mm) mobilized at bankfull
Stream power (transport capacity) W/m'
kdditional Reach Parameters
Drainage Area (SM)
Impervious cover estimate (%)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley length (ft)
Channel Thalweg length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
BF slope (ft/ft)
Bankfull Floodplane Area (acres)
Additional Reach Parameters
Proportion over wide (%)
Entrenchment Class (ER Range)
Incision Class (BHR Range)
BEHI VL% / L% / M% / H%/VH%/E%
Channel Stability or Habitat Metric
Bioloaical or Other
47.0
235.0
0.0
0.0020 0.0014
0.0094
0.003
5.5
25.7 19.1
161.9
27.5
4.7
6.7 6.6
7.8
0.9
20.6
176.7 19.1
748.9
27.5
80.9
100.6 -
119.8
N/A
47.0
235.0
N/A
443.0
60.0
3527.0
-
-
14000.0
2.7
161.8
N/A
N/A
642.2
575.0
1380.0
0.0020
0.0094
2132.0
26.3
63.3
N/A
N/A
97.8
> 2.0 mm
0.43
33.0
1.58
N/A
N/A I
N/A
N/A I
N/A
47.0
-
-
-
-
N/A
N/A
N/A
N/A
N/A
0.0
0.0020
0.0094
3527.0
14000.0
N/A
N/A
N/A
N/A
N/A
5.5
25.7
161.9
N/A
2.2
N/A
N/A
N/A
N/A
N/A
4.7
6.7
7.8 4.3
4.3 4.3
4.3 0 2
N/A
N/A
N/A
N/A
N/A
20.6
176.7
748.9 -
- -
- -
N/A
N/A
N/A
N/A
N/A
80.9
100.6
119.8 74.4
40.4 40.4
52.1 16.5 2
N/A
N/A I
N/A
N/A I
N/A
47.0
1 235.0
443.0 1
47.0
235.0
443.0
E5
N/A
N/A
N/A
N/A
N/A
60.0
3527.0
14000.0
60.0
3527.0
14000.0
N/A
N/A
N/A
N/A
N/A
2.2
127.8
507.2
2.2
127.8
507.2
N/A
N/A
N/A
N/A
N/A
575.0
1380.0
2132.0
575.0
1380.0
2132.0
N/A
N/A
N/A
N/A
N/A
N/A
20.8
50.0
77.2
20.8
50.0
77.2
N/A
-
N/A
N/A
0.35
0.31
24.0
22.7
1.3
1.29
* NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 1/27/2010
** NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 3/16/2006
***Bankfull Discharge/Bankfull Cross Sectional Area
1 A singulare reference stream was not used to design the Enhancement Level II project.
2 As built profile parameters not calculated for Enhancement Level 11
N/A
N/A
N/A
N/A
N/A
N/A
10.76
N/A
10-20
N/A
B
E5
N/A
E5
E5
3.9 4.1***
3.8
3.7
3.6
539.9 379.2**
453.7
-
N/A
-
N/A
-
-
1.07
N/A
1.07
1.07
0.0032
0.0016
N/A
0.0016
0.0014
-
-
N/A
-
-
N/A
* NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 1/27/2010
** NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 3/16/2006
***Bankfull Discharge/Bankfull Cross Sectional Area
1 A singulare reference stream was not used to design the Enhancement Level II project.
2 As built profile parameters not calculated for Enhancement Level 11
N/A
N/A
N/A
N/A
N/A
N/A

Exhibit Table 10b. Baseline Stream Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 2 Fifth Creek upstream of Beaver Creek 1,586.4 feet
Parameter
Gauge
Regional Curve
Pre -Existing Condition
References Reach(es) Data'
Design
As -Built / Baseline'
Dimension and Substrate - Riffle
Equation
Min
Mean
Med
Max
SD n
Min
Mean
Med
Max
SD n
Min
Mean
Max
Min
Mean
Med
Max SD
n
Bankfull Width (ft)
51.0
46.0*
23.9
30.7
30.3
40.3
4.8 11
N/A
N/A
N/A
N/A
N/A N/A
25.1
29.0
33.0
24.2
1
Floodprone Width (ft)
-
>200.0
-
-
- -
N/A
N/A
N/A
N/A
N/A N/A
-
>200.0
-
-
>200.0
-
- -
1
Bankfull Mean Depth (ft)
2.7
2.3*
3.8
4.2
4.2
5.0
0.4 11
N/A
N/A
N/A
N/A
N/A N/A
3.8
4.1
4.6
-
4.3
Bankfull Max Depth (ft)
3.3
6.7
7.8
7.9
9.1
0.6 11
N/A
N/A
N/A
N/A
N/A N/A
6.4
7.4
8.3
-
7.7
-
- -
1
Bankfull Cross Sectional Area (ft2)
139.3
112.5**
94.0
130.1
128.2
176.4
4.8 11
N/A
N/A
N/A
N/A
N/A N/A
104.5
119.7
144.7
104.2
1
Width/Depth Ratio
18.8
5.3
7.0
7.1
8.4
1.0 11
N/A
N/A
N/A
N/A
N/A N/A
5.5
7.0
8.6
-
5.6
-
- -
1
Entrenchment Ratio
1.4
-
6.5
-
-
- -
N/A
N/A
N/A
N/A
N/A N/A
-
6.5
-
8.3
1
Bank Height Ratio
1.4
1.1
1.1
-
1.2
- -
N/A
N/A
N/A
N/A
N/A N/A
1.0
1.0
1.0
-
1.0
-
- -
1
d50 (mm)
-
0.2
-
N/A
N/A
N/A
N/A
N/A N/A
Profile
Rifle Length (ft)
-
-
-
N/A
N/A
N/A
N/A
N/A N/A
Riffle Slope (ft)
0.0009 0.0010 0.0010
0.0011 0.0001
2
N/A
N/A
N/A
N/A
N/A N/A
0.0009
0.0010
0.0011
Pool Length (ft)
-
-
-
-
- -
N/A
N/A
N/A
N/A
N/A N/A
81.2
112.8
144.3
Pool Max Depth (ft)
-
-
-
-
- -
N/A
N/A
N/A
N/A
N/A N/A
7.5
7.8
8.0
-
7.2
-
- -
1
Pool Spacing (ft)
N/A
N/A
N/A
N/A
N/A N/A
272.0
297.0
322.0
-
Pool Cross Sectional Area (ft2)
N/A
N/A
N/A
N/A
N/A N/A
104.5
119.7
144.7
136.3
1
Pattern
Channel Beltwidth (ft)
48.0
639.0
1566.0
N/A
N/A
N/A
N/A
N/A N/A
48.0
639.0
1566.0
48.0
639.0
1566.0
Radius of Curvature (ft)
1275.0
2693.0
3800.0
N/A
N/A
N/A
N/A
N/A N/A
1275.0
2693.0
3800.0
1275.0
2693.0
3800.0
Rc: Bankfull Width (ft/ft)
49.6
104.8
-
147.8
- -
N/A
N/A
N/A
N/A
N/A N/A
49.6
104.8
147.8
49.6
104.8
-
147.8 -
-
Meander Wavelength (ft)
4464.0
4618.0
-
4771.0
- -
N/A
N/A
N/A
N/A
N/A N/A
4464.0
4618.0
4771.0
4464.0
4618.0
-
4771.0 -
-
Meander Width Ratio
173.7
179.7
-
185.6
- -
N/A
N/A
N/A
N/A
N/A N/A
173.7
179.7
185.6
173.7
179.7
-
185.6 -
-
Substrate, bed and transport parameters
Ri% / Ru% / P% / G% / S%
-
N/A
-
-
- - -
-
SC% / Sa% /G.% / C% / B% / Be%
N/A
1 6 / d35 / d50 / d84 / d95 / di P / di'p (mm)
>2.0mm
N/A
Reach Shear Stress (competency) Ib/f'
0.38
0.3
0.37
Max part size (mm) mobilized at bankfull
28.0
17.0
27.9
Stream power (transport capacity) W/m 2
1.36
1.46
1.79
Additional Reach Parameters
Drainage Area (SM)
13.93
N/A
Impervious cover estimate (%)
10-20
N/A
Rosgen Classification
B
E5
N/A
E5
E5
Bankfull Velocity (fps)
3.9
4.1***
3.4
3.4
3.9
Bankfull Discharge (cfs)
539.9
466.8**
442.3
Valley length (ft)
-
N/A
Channel Thalweg length (ft)
-
N/A
-
-
Sinuosity (ft)
1.04
N/A
1.04
1.04
Water Surface Slope (Channel) (ft/ft)
0.0032
0.0013
N/A
0.0013
0.00171
BF slope (ft/ft)
-
-
N/A
-
-
Bankfull Floodplane Area (acres)
N/A
Additional Reach Parameters
Proportion over wide (%)
N/A
Entrenchment Class (ER Range)
N/A
Incision Class (BHR Range)
N/A
BEHI VL% / L% / M% I H% / VH% / E%
N/A
Channel Stability or Habitat Metric
N/A
Biological or Other
N/A
* NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 1/27/2010
'* NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 3/16/2006
***Bankfull Discharge/Bankfull Cross Sectional Area
1 A singulare reference stream was not used to design the Enhancement Level II project.
2 As built profle parameters not calculated for Enhancement Level 11

Exhibit Table 10c. Baseline Stream Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 3 Fifth Creek downstream of Beaver Creek 5,215.2 feet
Parameter
Gauge' Regional Curve
Pre -Existing Condition
References Reach(es) Data'
Design
As -Built / Baseline
Dimension and Substrate - Riffle
Equation
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Min
Mean
Med
Max
SD
n
Bankfull Width (ft)
51
58*
27.9
35.6
34.7
44.1
3.9
27
N/A
N/A
N/A
N/A
N/A
N/A
26.3
33.4
40.8
28.4
34.1
32.2
41.7
6.9
3
Floodprone Width (ft)
250
316.7
-
400.0
-
-
N/A
N/A
N/A
N/A
N/A
N/A
-
>200.0
-
-
>200.0
-
-
-
-
Bankfull Mean Depth (ft)
2.7
2.8*
4.5
5.3
5.1
6.8
0.5
27
N/A
N/A
N/A
N/A
N/A
N/A
4.0
4.7
5.7
4.0
4.3
4.1
4.7
0.4
3
Bankfull Max Depth (ft)
3.3
5.8
7.6
7.2
9.3
0.7
27
N/A
N/A
N/A
N/A
N/A
N/A
5.1
6.5
7.8
5.6
6.3
6.3
7.1
0.8
3
Bankfull Cross Sectional Area (ft2)
139.3
179.2**
192.6
202.5
175.5
222.2
22
27
N/A
N/A
N/A
N/A
N/A
N/A
120.3
157.8
202.7
115.3
143.5
150.2
165.2
25.6
3
Width/Depth Ratio
18.8
4.7
6.6
1 6.8 1
8.2
1 1.01251
N/A
I N/A
I N/A I
N/A
I N/A
I N/A
5.2
7.1 1
8.8 1
6.9
1 8.1
1 6.9
10.4 1
2
3
Entrenchment Ratio
1.4
7.1
8.6
10.8
N/A
N/A
N/A
N/A
N/A
N/A
-
>6.5
-
4.8
6.0
6.2
7.0
1.1
3
Bank Height Ratio
1.4
1.3
1.5
-
1.7
-
-
N/A
N/A
N/A
N/A
N/A
N/A
-
1.0
-
1.0
1.0
1.0
1.0
0
3
d50 (mm)
-
0.2
-
N/A
N/A
N/A
N/A
N/A
N/A
Profile
Riffle Length (ft)
-
-
-
-
-
-
N/A
N/A
N/A
N/A
N/A
N/A
-
-
-
-
-
-
-
-
-
RifFleslope(ft)
0.0
0.0017
0.002
0.004
0
18
N/A
N/A
N/A
N/A
N/A
N/A
0.0022
0.0026
0.003
-
-
-
-
-
-
Pool Length (ft)
15.2
30
27.5
69.8
15
19
N/A
N/A
N/A
N/A
N/A
N/A
81.2
112.8
144.3
Pool Max Depth (ft)
8
9.4
9.5
11.4
1.1
15
N/A
N/A
N/A
N/A
N/A
N/A
7.5
7.8
8.0
6.1
6.4
6.2
7.0
0.5
3
Pool Spacing (ft)
62.3
256.3
150.6
1206
298
18
N/A
N/A
N/A
N/A
N/A
N/A
272.0
297.0
322.0
-
-
-
-
-
-
Pool Cross Sectional Area (ft2)
199.0
N/A
N/A
N/A
N/A
N/A
N/A
1203
157.8
202.7
148.3
169.9
152.2
209.2
34.1
3
Pattern
Channel Beltwidth (ft)
48
639
1556
N/A
N/A
N/A
N/A
N/A
N/A
48
639
1556
48
639
-
1556
-
-
Radius of curvature (ft)
1275
2693
-
3800
-
-
N/A
N/A
N/A
N/A
N/A
N/AL4464
2693
3800
1275
2693
-
3800
-
-
Rc: Bankfull Width (ft/ft)
34.7
73.4
103.5
N/A
N/A
N/A
N/A
N/A
N/A
73.4
113.8
38.2
80.6
113.8
Meander Wavelength (ft)
4464
4618
-
4771
-
-
N/A
N/A
N/A
N/A
N/A
N/A
4618
4771
4464
4618
-
4771Meander
Width Ratio
121.6
125.8
-
130
-
-
N/A
N/A
N/A
N/A
N/A
N/A
125.8
46.9
1.4
19.1
-
Substrate, bed and transport parameters
Ri%/Ru%/P%/G%/S%
-
N/A
-
-
-
-
-
-
SC% / Sa% /G.% / C% / B% / Be%
N/A
16 / d35 / d50 / d84 / d95 / dip / disp (mm)
> 2.0 mm
N/A
Reach Shear Stress (competency) Ib/f
0.46
0.35
0.36
Max part size (mm) mobilized at bankfull
35
20
27.1
Stream power (transport capacity) WIM21
1
1
2.76
1
11.06
11.49
Additional Reach Parameters
Drainage Area (SM)
26.05
N/A
Impervious cover estimate (%)
10-20
N/A
Rosgen Classification
B
E5
N/A
E5
E5
Bankfull Velocity (fps)
3.9
4.3***
5.2
3.9
3.7
Bankfull Discharge (cfs)
539.9
772.1**
1166.3
Valley length (ft)
-
N/A
Channel Thalweg length (ft)
-
N/A
-
Sinuosity (ft)l
1.04
N/A
1.04
1.04
Additional Reach Parameters
BF slope (ft/ft)
-
N/A
-
-
Bankfull Floodplane Area (acres)
N/A
Proportion over wide (%)
N/A
Entrenchment Class (ER Range)
N/A
Incision Class (BHR Range)
N/A
BEHI VL% / L% / M% / H%/VH%/E%
N/A
Channel Stability or Habitat Metric
N/A
Biological or Other
N/A
* NC Rural Mountain and Piedmont Regional Curve, Surry County NRCS, Draft 1/27/2010
** NC Rural Mountain and Piedmont Regional Curve, Burry County NRCS, Draft 3/16/2006
***Bankfull Discharge/Bankfull Cross Sectional Area
1 A singulare reference stream was not used to design the Enhancement Level II project.
2 As built profile parameters not calculated for Enhancement Level 11

Exhibit Table 11 a. Morphology and Hydraulic Monitoring Summary (Dimensional Parameters -- Cross Section)
Five Mile Branch Stream Restoration, EEP IMS IDA! 92185 Segment/Reach: Reach 1 Beaver Creek 5794.1 feet
Dimension .. substmteBased
®®®®®�®®®�®®�®®®�®®�®®®�®®�®®®�®®
on fitted baseline bankf
' mmmm---mm®m---mmmm---mmm®---®mmm---
Bakful[Width/DepthRafiimmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
ankful
Based on current/developing b I
' -----------------------------------
' -----------------------------------
' -MMM----MM®----MMM----®mm----m®m---
Based on fixed baseiin�
' -----------------------------------
Bankfull Mean Depth (fr,
.h
Bankful[En"nehmentRat!,MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM. :--------M---------------M-----M----
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
BasedoncunrentIdeveloping
----------------------------m------
-----------------------------------
-M---M----M-M-
M-MM---M-M--M----MMM-
•,,-----------------------------------

Exhibit Table 11 b. Morphology and Hydraulic Monitoring Summary (Dimensional Parameters •- Cross Section)
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 2 Fifth Creek upstream of Beaver Creek 1,586.4
Dimension .. substrate®®®®®�®®®�®®�®®®�®®�®®®�®®�®®®�®®
elevation.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Bankfull Width (ft)
FloodpmneWidmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
... mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
BankfullWidthIDepthRati.MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
Based on currentdeveloping.. _.■.■.■...■.■...■.■.■...■.■...■.■.■..
BankfullWidOVDepthRati,mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
---M----------M----M-----M---------
.
- -MMM----MMM------------------------
CmssSeaionalAmabetweenendpins(A)MMMMMMMMMMMMMMMMMMMMmmmmmmmmmmmmmmm
-mm--m-m--mmm---mmm----m--m-m---mm-
.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
Based on cunrentfiloveloping bankfull
mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
BankfullMeanDepth(ft;mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
BankfullWidthiDepthRafiimmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
--M--M-M--MMM----MM--M-M--M-®---MM-
. -..-----------------------------------

Exhibit Table 11 c. Morphology and Hydraulic Monitoring Summary (Dimensional Parameters -- Cross Section)
Five Mile Branch Stream Restoration, EEP IMS ID#921185 Segment/Reach: Reach 3 Fifth Creek downstream of Beaver Creek 5,215.2
Dimension and substrate
Based on fixed baseline bankfull
elevation
BankfullWidth(ft)mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
FloodpmneWidth(ft;mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
BankfullWidth/DepthRab.MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
BankftjilWidth(ft)mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
BankfullE�chmentRati�MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
BankfullBa,kHeighiR.fi,MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
Cross Section #
CmssSection#(##)
CrossSection#(##)
Based on fixed b ... lin.b..Ilull
elevation
BankfuliM�nDepth(ftimmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
Bankful[W,'dth/DepthR.UiMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
Bankful[E�nchmentRWilMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
Bankful[BankHeightR.t.,MMMMMMMMMMMMMMMMMMMMENEEMENNEEMEMEN
BankfullWidth/DepthRafi#mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
Bankful[EntrenchmentRati,MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
B.nkf.IIB.nkHeightR.t�MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM

Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section surveys and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3
Exhibit Table 12a. Monitoring Data - Stream Reach Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 1 Beaver Creek 5,794.1 feet
Parameter
Baseline
MY -1
MY -2
MY- 3
MY- 4 MY- 5
Dimension and Substrate - Riffle
Min
Mean
Med
Max
SD'
n
Min
Mean
Med
Max
SD'
n
Min
Mean
Med Max
SD'
n
Min Mean Med Max SD
n Min Mean Med Max SD' n Min Mean Med Max SD° n
Bankfull Width (ft)
24.1
29.5
26.3
38.1
7.5
3
27.9
30.1
30.7
31.8
2.0
3
27.7
30.9
30.5 34.6
3.6
3
28.6 30.7 30.3 33.3 2.4
3
Floodprone Width (ft)
200
200
200
200
0.0
3
200
200.0
200
200
0.0
3
200
200
200 200
0.0
3
200 200 200 200 0.0
3
Bankfull Mean Depth (ft
3.5
4.2
4.4
4.7
0.6
3
3.7
3.9
3.7 1
4.4
0.4
3
3.8
4.0
3.9 4.4
0.3
3
3.8 4.1 4.1 4.3 0.3
3
'Bankfull Max Depth (ft
6.4
6.8
7.0
7.1
4.0
3
5.2
5.5
5.5
5.9
0.4
3
5.1
5.9
6.3 6.4
0.7
3
5.6 6.1 6.3 6.4 0.4
3
Bankfull Cross Sectional Area (ft)
105.4
121.1
124.5
133.4
14.3
3
115
118.7
117.4
123.7
4.5
3
103.9
124.2
134 134.8
17.6
3
108.9 124.7 130.1 135.1 13.9
3
Width/Depth Ratio
5.5
7.3
5.6
10.9
3.1
3
6.3
7.7
8.3
8.6
1.3
3
6.9
7.7
7.4 8.9
1.0
3
7.0 7.5 7.5 8.1 0.6
3
Entrenchment Rati
5.2
7.0
7.6
8.3
1.6
3
6.3
6.7
6.5
7.2
0.5
3
5.8
6.5
6.6 7.2
0.7
3
6.0 6.5 6.6 7.0 0.5
3
Bank Height Rati
1
1
1
1
0
3
1
1
1
r
1
0
3
1
1
1 1
0
3
1 1 1 1 0
3
Profile
Riffle Length (ft)
Riffle Slope (ft/ft)
Pool Length (ft)
Pool Max depth (ft)
Pool Spacing (ft
Pattern
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull width (ft/ft)
Meander Wavelength (ft)
"N Meander Width Rati
Additional Reach Parameters
Rosgen Classificatio
E5
E5
E5
E5
Channel Thalweg length (ft
2,794
2,794
2,794
2794.1
Sinuosity (ft
Water Surface Slope (Channel) (ft/ft)
BF slope (ft/ft)
3Ri% / Ru% / P% / G% / S%
3SC% / Sa% / G% / C% / B% / Be%
3d16/d35/d50/d84/d95
2% of Reach with Eroding Bank
Channel Stability or Habitat Meth
Biological or Othe
Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section surveys and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3

Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section surveys and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3
Exhibit.. . Monitoring.. Data Summary
Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 2 Fifth Creek upstream of Beaver Creek 1,586.4 feet
Dimension and Substrate - Riffle
WidthFive
Bankfull a�vaaoa�aveoe�vaaoe�aaao������������
•••• •
Bankfull Mean Depth
'Bankfull Max Depthv®aaaoe�aaaoe�aaaoe�aaao������������
CrossBankfull e�vaaoa®aaaoe�vaaoe�aaao������������
Width/Depth Ratio
Entrenchment -•e�aaaoe�aaaoe�aaaoe®aavo������������
'Bank Height -•aoaaaovoaaaovoaaaovoaaao������������
LengthRiffle
Riffle Slope (ft/ft),
Pool Length (ft�
Pool Max•-• -----------------
------------------
acing (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft,
Rc:Bankfull width (ft/ft)
Meander Wavelength (ft)
Meander Width Rati*
Additional Reach Para
.l._ ..
Channel ..
:.
Sinuosity (ft)
Water Surface Slope
BF slope
of Reach with Eroding Bank?,
Stability'%
I Channel or . l
Biological or Other
Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section surveys and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3

Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section surveys and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3
Exhibit Table 12c. Monitoring Data - Stream Reach Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach: Reach 3 Fifth Creek downstream of Beaver Creek 5,215.2 feet
Parameter
Baseline
MY-1
MY-2
MY- 3
MY- 4 MY- 5
Dimension and Substrate -
Min
Mean
Med
Max
SID
n
Min
Mean
Med Max
SID
n
Min
Mean
Med Max
SID n
Min Mean Med Max SID
n Min Mean Med Max SID n Min Mean Med Max SID n
Bankfull Width (ft)
28.4
34.1
32.2
41.7
6.9
3
34
34.5
34.5 34.9
0.5
3
34
35.4
34.1 38.2
2.4 3
33.3 35.0 33.7 38.1 2.7
3
Floodprone Width (ft)
200
200
200
200
0
3
200
200.0
200 200
0.0
3
200
200
200 200
0.0 3
200.0 200.0 200.0 200.0 0.0
3
Bankfull Mean Depth (ft)
4
4.3
4.1
4.7
0.4
3
4.8
4.9
4.9 4.9
0.1
3
4.1
4.9
5.1 5.3
0.7 3
4.5 5.1 5.3 5.6 0.6
3
'Bankfull Max Depth (ft
5.6
6.3
6.3
7.1
0.8
3
5.7
6.1
5.9 6.8
0.6
3
6.6
6.9
6.9 7.2
0.3 3
6.5 6.9 6.9 7.3 0.4
3
Bankfull Cross Sectional Area (ft)
115.3
143.5
150.2
165.2
25.6
3
162.8
167.9
170.2 170.7
4.4
3
155.9
170.9
174.5 182.2
13.5 3
172.9 179.6 177.7 188.1 7.8
3
Width/Depth Ratio
6.9
8.1
6.9
10.4
2
3
7
7.1
7.1 7.1
0.1
3
6.4
7.5
6.6 9.4
1.7 3
6.1 7.0 6.3 8.5 1.3
3
Entrenchment Rati
4.8
6
6.2
7
1.1
3
5.7
5.8
5.8 5.9
0.1
3
5.2
5.7
5.9 5.9
0.4 3
5.2 5.7 5.9 6.0 0.4
3
'Bank Height Rati
1
1
1 1
1 1
0 1
3
1 1
1
1 1
0
3
1
1
1 1
0 3
1 1 1 1 0
3
Profile
Riffle Length (ft)
Riffle Slope (ft/ft)
Pool Length (ft)
Pool Max depth (ft)
Pool Spacing (ft)
Pattern
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull width (ft/ft)
Meander Wavelength (ft)
Meander Width Ratio
Additional Reach Parameters
Rosgen Classificatio
E5
E5
E5
E5
Channel Thalweg length (ft
5,215
5,215
5,215
5215.2
Sinuosity (ft
Water Surface Slope (Channel) (ft/ft)
BF slope (ft/ft)
'Ri% / Ru% / P% / G% / S%
3SC% / Sa% / G% / C% / B% / Be%
'dl 6/d35/d50/d84/d95
Z% of Reach with Eroding Bank
Channel Stability or Habitat Metri
Biological or Othe
Shaded cells indicate that these will typically not be filled in.
1 = The distributions for these parameters can include information from both the cross-section surveys and the longitudinal profile.
2 = Proportion of reach exhibiting banks that are eroding based on the visual survey from visual assessment table
3 = Riffle, Run, Pool, Glide, Step; Silt/Clay, Sand, Gravel, Cobble, Boulder, Bedrock; dip = max pave, disp = max subpave
4. = Of value/needed only if the n exceeds 3

Appendix E
Hydrology Data

Table 12. Verification of Bankfull Events
Five Mile Branch Stream and Wetland Restoration
NCEEP # 92185
Date of Data
Date of
Greater than Qbkf
Method
Notes
Collection
Occurance
stage
5/30/2012
Unknown
Debris on floodplain
Y
10/8/2013
7/6/2013
On-site transducer/data logger
Y
On-site transducer/data logger
10/8/2013
7/27/2013
and silt inside of rain gauge. 3.71
inches of rain.
Y
12/5/2013
11/27/2013
On-site transducer/data logger
Y
Beaver Creek, Fifth Creek
7/18/2014
1/11/2014
On-site transducer/data logger
Y
Upstream and Fifth Creek
Downstream
7/18/2014
1/11/2014
On-site transducer/data logger
Y
Beaver Creek
7/18/2014
1/11/2014
On-site transducer/data logger
Y
Beaver Creek
4/17/2015
3/15/2015
On-site transducer/data logger
Y
Beaver Creek and Fifth
Creek Upstream

Table 14. Groundwater Gauge Downloading History
Five Mile Branch Stream and Wetland Restoration
NCEEP # 92185
* Batteries replaced in several gauges.
Download
Event Date
Number
Initial Gauge
3/20/2013
4/3/2013
5/29/2013
6/4/2013
8/20/2013
12/5/2013
12/15/2013
7/18/2014
10/17/2014
4/17/2015'
8/28/2015
11/4/2015
Seriel Number
1
13D413648
ok
ok
Failed
No attempt.
ok
Replaced with EBD3010.
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
weather.
Reprogrammed ue o
OK. Deleted old data.
No attempt due to
OK. Missing 6/5 - 8/24
2
14E14322
inconsistent logging
intentAl
Replaced with 12D4C9D8.
ok
No attempt.
ok
failed
No attempt.
OK. Deleted old data.
ok
Replaced battery.
weather.
data.
3
1314FC9A
Failed
ok
ok
No attempt.
Failed
Replaced with 13152502.
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
weather.
4
13D49A3B
ok
ok
ok
No attempt.
ok
ok
No attempt.
Ok. Replaced battery.
ok
OK. Deleted old data.
No attempt due to
ok
Deleted old data.
weather.
5
14E16DC9
ok
ok
ok
No attempt.
ok
ok
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
OK. Missing 6/5 - 6/12
Replaced battery.
weather.
data.
6
14E1A3C5
Reprogrammed due to not
ok
ok
No attempt.
Failed
ok
No attempt.
Ok. Replaced battery.
ok
OK. Deleted old data.
No attempt due to
ok
downloading.
Deleted old data.
weather.
7
13D4CA32
ok
ok
ok
No attempt.
ok
ok
No attempt.
Replaced with 1314FC9A
Partial data
OK. Deleted old data.
No attempt due to
ok
weather.
8
13D49BC4
ok
ok
ok
No attempt.
ok
ok
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
weather.
9
136136377
ok
ok
ok
No attempt.
Failed
Replaced with EBD20B9.
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
weather.
10
13D4B632
ok
ok
ok
No attempt.
ok
ok
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
weather.
11
14E178FC
ok
ok
ok
No attempt.
Failed
Replaced with EBD074F.
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
Replaced battery.
weather.
12
14E13DAE
ok
ok
ok
No attempt.
ok
ok
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
OK. Missing 6/5 - 6/11
weather.
data.
13
13D4A9D9
ok
ok
ok
No attempt.
ok
ok
No attempt.
Ok. Reprogrammed.
ok
OK. Deleted old data.
ok
Wrong logging dates.
Deleted old data.
Replaced battery.
Reprogrammed.
14
13D4C9C5
ok
ok
ok
No attempt.
Failed
ok
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
Replaced battery.
15
A28138513
ok
ok
ok
No attempt.
No attempt due to
No attempt.
No attempt.
Ok. Replaced battery.
failed
OK. Deleted old data.
ok
ok
malfunctioning handheld.
Deleted old data.
16
11312B9E
ok
Failed
ok
No attempt.
No attempt due to
No attempt. Submerged
No attempt.
Replaced with EBCFF2F
Partial data
OK. Deleted old data.
No attempt due to
ok
malfunctioning handheld.
weather.
17
14E16DE5
ok
ok
ok
No attempt.
No attempt due to
ok
No attempt.
Ok. Replaced battery.
Partial data
OK. Deleted old data.
No attempt due to
OK. No data after 6/27.
malfunctioning handheld.
Deleted old data.
Replaced battery.
weather.
Reprogrammed.
18
13153397
Failed
Replaced with 13D493A9.
No attempt due to
No attempt. Could not
No attempt due to
ok
No attempt.
OK. Deleted old data.
ok
OK. Deleted old data.
No attempt due to
ok
accident.
locate.
malfunctioning handheld.
weather.
19
14E15453
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
Replaced with 13D413648
Partial data
OK. Deleted old data.
ok
OK. Missing 10/29 - 11/7
accident.
malfunctioning handheld.
data.
20
9DE6C32
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
21
9DE6D1 F
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
Failed
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
22
EBD1038
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
23
13D41361 D
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
24
A287DCE
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
25
13D413624
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
26
EBDD6BE
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
Reprogrammed due to no
No attempt due to
Reprogrammed due o
No attempt due to
27
14E13D38
ok
inconsistent logging
No attempt.
ok
Failed
Partial data
Replaced with 1136131C137
ok
ok
data.
accident.
malfunctioning handheld.
28
14E1973F
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
Failed
Partial data
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
29
14E177C0
ok
ok
No attempt due to
ok
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
30
13D4CA00
ok
ok
No attempt due to
No attempt.
No attempt due to
No attempt.
ok
OK. Deleted old data.
ok
OK. Deleted old data.
ok
ok
accident.
malfunctioning handheld.
RAIN
13D4BAF9
ok
ok
ok full of ants
No attempt.
Failed. Silt in gauge from
Failed
Failed
No attempt. Wasp nest on
No attempt
No attempt
No attempt
No attempt
flooding.
gauge.
* Batteries replaced in several gauges.

Five Mile Branch
Gauge #1 EBD3010
4
6
GROWING SEASON
April 18 - October 17
4
2
0
-2
in
-4
y
�
m
U
C1
-6
0 2
60 Consecutiv ays
0
:0
8
co
•Q
-10
m
w
a
Y
-12
-14
-16
-18
-20
0
-22
L T C T L57
Q U�
> U
LL
Q
Z
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #2 13134C9138
GROWING SEASON
April 18 - October 17
4
2
0
-2
Z,
-4 L
�
m
s
�
U
1
nsecutive Days
-6 E
C
0 2
C
—z
-g
m
-10 T
w
L)
CL`
'
-12
U
-14
-16
-18
-20
Ailiji-22
0
C L>+ C >+ 0)> U
CU
Q Q OU z D
LL U)
Date
Precipitation —GW Elevation

4
m
Five Mile Branch
Gauge #3 13152502
GROWING SEASON
April 18 - October 17
41
25 Consecutive
Days
v
�
C Q >, C >, Q U
m a)
Date
Precipitation —GW Elevation
O O
Z 0
6
4
2
0
-2
-4 N
m
t
U
-6 E-
C
-8 ,o
ccY
-10 w
-12 C�7
-14
-16
-18
-20
-22

4
Five Mile Branch
Gauge #4 13D49A3B
111
C Q L >. C >+ > U
0 a) CULL � Q g Q ) z o
Date
Precipitation —GW Elevation
6
4
2
0
-2
-4 w
47
t
U
-6 S
C
-8 0
w
>
-10 w
-12 c7
-14
-16
-18
-20
-22

Five Mile Branch
Gauge #5 14E16DC9
4
- 6
GROWING SEASON
4
April 18 - October 17
2
0
-2
-4
-6
-8
-10
'
-12
_
m
U
-14
Me
-16
5
:.
17 Con
cu Days
-18
0 2
0
-20
a
a
-22LU
d
-24
a`
-26
t7
-28
-30
-
-32
-34
-36
-38
-40
-42
0
-44
Li
Q > a O o aUi
Q U) z o
Date
Precipitation —GW Elevation

Five Mile Branch
Guage #6 14E1A3C5
4
6
GROWING SEASON
4
April 18 - October 17
-
2
0
-2
-4
-6
-8
-10
v
v
-12
-14
u
-16c
=
15 Consecutive
ays
C
°
2
-18
R
—
-20
�
a
-22LU
L
-24
a
-26
-28
-30
-32
-34
-36
-38
-40
-42
0YA
-44
LL
2!Q Q )
Z
Date
iiiiiiiiiiiiiiiiiiiiiiiiiiPrecipitation —GW Elevation

Five Mile Branch
Guage #7 1314FC9A
4
6
GROWING SEASON
4
April 18 - October 17
2
0
-2
Ak
-4
K
-6
\1
-8
-10
-12
d
-14
-16
2
-18
0
_0
}
-20
._
m
Q
-22
m
11 Cons
cutive Days24
w
a`
-26
-28
-30
-32
-34
-36
-38
-40
-42
0
-44
LL
Q ) o z o
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #8 13D49BC4
4
—
6
GROWING SEASON
n
! ��
4
April 18 - October 17
.
2
0
-2
-4
-6
-8
-10
-12
U
-14
.s
-16
�
C60
60 Consecutive Das
-18
0
-20
i
a
-22
m
-24
�
a`
-26
o
-28
-30
-32
-34
-36
-38
-40
-42
0
-44
CO COC Q L
L Co
Q
CD0
LL
Q
UJ Z
Date
Precipitation —GW Elevation

4
Q
0
Five Mile Branch
Gauge #9 EBD20B9
C LL 0) > U
CU
LL .2-1Q 2 Q ) Z D
Date
Precipitation —GW Elevation
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42
-44

Five Mile Branch
Gauge #10 13134B632
GROWING SEASON
April 18 - October 17
+
4
2
0
-2
w
-4
w
�
m
t
U
�
U
c
-6
E -
c
o 2
8
�
3S Consecu 've D
ys
-10
w
a`
-12
c07
-14
-16
-18
-20
0
-22
C
a)
CU+ C >+ � > U
>m
Q m 0
LL
g Q U) z o
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #11 EBD074F
4
6
GROWING SEASON
4
April 18 - October 17
2
0
-2
N r\J�A rA-�
-4
-6
V�l
15 Days
-8
7secutive
-10
-12
^
-14
-16
c 2
-18
0
-20
0
a
-22
-24
o`.
-26
C7
-28
-30
-32
-34
-36
-38
-40
-42
0
-44
Co a) mC � � � Co
LL Q g Q U z C
Date
Precipitation —GW Elevation

4
4
9
Five Mile Branch
Gauge #12 14E13DAE
C LLCO
> U
LL a Q g Q ) z o
Date
Precipitation —GW Elevation
10
8
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42

Five Mile Branch
Gauge #13 13D4A9D9
4
6
GROWING SE SON
ri- cob
4
2
0
-2
v,
-4
w
s
U
s
U
c
-6
c
o0
2
�
r
23 Con ecutive Days
-8
yr
i
-10
2
LU
IL
-12
-14
-16
-18
-20
0 111,
11 1111 ij 1111 Ill.
11 11 11 114 -22
Q c�a ' o aUi
ii
¢ i)
z o
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #14 13D4C9C5
4
6
GROWING SEASON
4
April 18 - October 17
2
0
-2
-4
-6
-8
w
-10
y
d
.mac
-12
c
-14
v
0 2
-16
0
19 Con ecutive Days
-18
a
-20
L
-22
a
-24
-26
-28
-30
-32
-34
–
-36
-38
�)
-40
Cu 0
cc Cu 0-
T C >, > U
Cu
U)
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #15 A28B85B
Y
GROWING SEASON
April 18 - October 17
N
m
U
=
21 Con ecutive Days
c
0 2
w
m
'Q
.0
a
0 „_
> U
Q 0
LL g Q U) z D
Date
Precipitation —GW Elevation
6
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
n
■

O O N
Z 0
WA
-14
-16
-18
-20
-22

Five Mile Branch
Gauge #17 14E16DE5
4
6
GROWING SEASON
4
April 18 - October 17
2
0
-2
-4
-6
-8
-10
-12
_
H
m
U
-14
v
3Consecutive Days
-16
�
C
o 2
-18
0
-20
Q
-22
W
V
;v
-24
?�
-26
-28
-30
-32
-34
-36
-38
-40
-42
0
-44
C L
LL 2!Q
> U
L T C Tt5CU
Q O Z
)
Date
Precipitation —GW Elevation

April 18 - 0 o r 1
Five Mile Branch
Gauge #18 13D493A9
4
6
GROWING SEASON
4
1 Consecutive Days
2
0
-2
w
-4
N
d
m
U
�
_
-6
v
_
_
° 2
-8
a
>
•Q
-10
m
w
L
a
-12
cD
-14
-16
-18
-20
0
-22
75 0LL Q g Q U)
Z
Date
Precipitation —GW Elevation
April 18 - 0 o r 1
1 Consecutive Days

4
14
711
Five Mile Branch
Gauge #19 141314B648
C QL >+ C >% > 0
LL 2 Q g Q ) z o
Date
Precipitation —GW Elevation
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42
-44
n
■
i

4
i8A
.7
Five Mile Branch
Gauge #20 9DE6C32
C -L T C >+ > 0
Date
Precipitation —GW Elevation
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42
-44

Five Mile Branch
Gauge #21 9DE6131 F
4
-6
GROWING SEASON
April 18 - October 17
4
9
-
-
-
2
0
-2
y
-4
d
r
c
-6
s
�
=_
c
c 2
-
-
-8
�
2
—
67 Consecut ve Days
f6
m
-10
w
L
-12
-14
-16
-18
-20
0
-22
C La) Q
> n O o aUi
C z o
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #22 EBD1038
4
8
GROWING SEASON
April 18 - October 17
A
6
4
2
0
-2
N
N
-4
y
�
v
U
C
�
_
c
c 2
-6
•o
a
a
V
;v
183 Consecutive Days
-8
-10
m
w
-12
-14
-16
-18
-20
0
-22
CU
LL -a
Q g Q C)
> U
Z D
)
Date
Precipitation —GW Elevation

4
Five Mile Branch
Gauge #23 13D4B61 D
GROWING SEASON
April 18 -October 17 �
183 Consecutive Days
C -0 -Q >, C >+ 0)Q U
ii Q � Q U) O
CU
Date
Precipitation —GW Elevation
O N
Z
6
4
2
0
-2
-4 �+
N
t
-6 =
_
-8
cccc
>
-10 w
-12 C�7
-14
-16
-18
-20
-22

Five Mile Branch
Gauge #24 A287DCE
4
6
GROWING SEASON
4
April 18- October 17
2
0
-2
-4
-6
wq11111-8
-10
-12
y
ayi
v
-I
-14
v
_
-16_-
�
2
25 Cc
nsecutive ays
-18
o
r0
-20
Q.
-22d
w
L
-24
a
-26
-28
-30
-32
-34
-36
-38
-40
-42
0
-44
c L
T T p) > U
Qg O
L
Q z o
Date
Precipitation GW Elevation

Five Mile Branch
Gauge #25 13D4B624
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-18 ,o
-20
-22 w
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42
-44
GROWING SEASON
April 18 - October 17
1
lo
c
_
0
AR2
0
a
27 Consecuti ys
a
. .... .. jil AjJHmH ..............
0
CoCoQ �' o aa)
Q U) Z ❑
Date
Precipitation —GW Elevation
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-18 ,o
-20
-22 w
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42
-44

Five Mile Branch
Gauge #26 EBDD6BE
4
—
—
6
GROWING SEASON
4
p118 Oto er 1fvvArk�A,,,,
M
1
2
0
-2
-4
-6
-8
N
-10
m
-12
5
-14
0-16
2
0
a2
25 Consecu "ve D y
18
:�
d
.
-20
w
P
-22
CL
-24
-26
-28
-30
-32
-34
-36
�+
-38
0
11 I� .L1
-40
CU
Co
Q¢ 0
a)
z
LL
Date
Precipitation —GW Elevation

Five Mile Branch
Gauge #27 13681 CB7
4
6
GROWING SEASON
April 18 - October 17
4
2
0
-2
-4
w
m
s
s
c
-6
5
16 Cons cuti a Days
o
g 2
–
-8
o
>
Q-
-10
w
I
a
'
-12
-14
-16
-18
-20
0
-22
LLQ
Q ) o z° o
Date
Precipitation —GW Elevation

4
GROWING SEASON
April 18 - October 17
4
Five Mile Branch
Gauge #28 14E1973F
0i ill
LL .2: Q Q
U)
Date
Precipitation —GW Elevation
O
Z
U
Q)
0
8
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-30
-32
-34
-36
-38
-40
n
■

4
Five Mile Branch
Gauge #29 14E177C0
IN
i U
m a)
LL Q g —3Q ) Z D
Date
Precipitation —GW Elevation
6
4
2
0
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-30
-32
-34
-36
-38
-40
-42
-44
LU
C7

Five Mile Branch
Gauge #30 13134CAOO
4
8
GROWING SEASON
6
April 18 - October 17
4
2
0
-2
-4
17 nsecutive Days
-6
-8
-10
t
n
�v-14
-12
0 2
-16
R
w
-18
Q-
-20
-22
L
IL
-24
-26
-28
-30
-32
-34
-36
-38
-40
0
-42
C � �
LL
Co
Q g Q U
z D
Date
� USGS Precipitation — GW Elevation

Annual Precip
Total
39.0
Table 13. Wetland Gauge Attainment Data
Five Mile Branch Stream and Wetland Restoration
NCEEP # 92185
45.4
WETS 30th Percentile
31.8
32.0
32.8
Gauge
Max Consecutive Hydroperiod: Saturation within 12 Inches of Soil Surface (Percent of
Growing Season) WETS Station: USGS 354822080521501
Growing Season: April 18 - Oct 17
Year 2013 Year 2014 Year 2015 Year 2016 Years 2017
Mean
1
68.3
36.1 32.8
45.7
2
23.0
3.8 5.5
10.8
3
23.0
13.1 13.7
16.6
4
54.1
13.1 13.7
27.0
5
48.6
8.7 9.3
22.2
6
16.9
7.7 8.2
10.9
7
16.4
3.0 6.0
8.5
8
100.0
42.1 32.8
58.3
9
22.4
33.9 20.7
25.7
10
100.0
33.3 19.1
50.8
11
16.4
11.5 8.2
12.0
12
42.6
20.8 12.6
25.3
13
44.3
19.7 12.6
25.5
14
37.2
10.9 10.4
19.5
15
23.0
0.0 11.5
11.5
16
23.5
0.0 12.6
12.0
17
2.2
0.0 1.6
1.3
18
9.8
8.2 6.0
8.0
19
34.4
0.0 11.4
15.3
20
20.8
14.2 11.4
15.5
21
100.0
42.1 36.6
59.6
22
100.0
100.0 100.0
100.0
23
100.0
100.0 100.0
100.0
24
16.9
13.7 13.7
14.8
25
53.6
27.9 14.7
32.1
26
54.6
20.8 13.7
29.7
27
16.4
0.0 8.7
8.4
28
7.7
8.2 6.0
7.3
29
67.2
34.4 19.1
40.2
30
20.2
10.9 9.3
13.5
Annual Precip
Total
39.0
33.5
45.4
WETS 30th Percentile
31.8
32.0
32.8
WETS 70th Percentile
40.4
40.2
41.1
Normal
Y
Y
H

Appendix F
Photographs

Beaver Creek
Photo Point 1. Boulder Vane 08/13/15
Photo Point 1. Looking downstream 08/13/15
Photo Point 2. Looking downstream 08/13/15
Photo Point 3. Looking downstream 08/13/15
Photo Point 4. Floodplain looking east 08/13/15
Photo Point 4. Boulder Vane 08/13/15
Page 1 of 13

Beaver Creek
Photo Point 5. Cross Vane 08/13/15
Photo Point 6. Boulder Vane 08/13/15
Photo Point 7. Boulder Vane 08/13/15
Photo Point 7. Floodplain looking east 08/13/15
Photo Point 7. Floodplain looking west 08/13/15
Photo Point 8. Floodplain pool looking east 08/13/15
Page 2 of 13

J Y'
�141� ti
Lf,
J Y'

Beaver Creek
Photo Point 12. Floodplain pool looking east 08/13/15
Photo Point 13. Floodplain pool looking west 08/13/15
Photo Point 13. Floodplain looking east 08/13/15
Photo Point 14. Floodplain pool looking east 08/13/15
Photo Point 15. Floodplain pool looking west 08/13/15
Photo Point 15. Floodplain looking east 08/13/15
Page 4 of 13

IrW
el

Beaver Creek
Photo Point 19. Boulder Vanes 08/13/15
Photo Point 20. Looking downstream 08/13/15
Photo Point 20. Looking upstream 08/13/15
Page 6 of 13

r
AW
- �,'�
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mp
jy R
-Aar 441
r
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i
AV
{
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mp
jy R
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r
''vim

Fifth Creek Upstream of Beaver Creek
Photo Point 24. Looking downstream 08/13/15
Photo Point 25. Cross Vane 08/13/15
Photo Point 25. Cross Vane. Left arm scour. 08/13/15
Photo Point 26. Rootwads 08/13/15
Photo Point 26. Floodplain looking downstream 08/13/15
Photo Point 27. Floodplain pool looking west 08/13/15
Page 8 of 13

Fifth Creek Upstream of Beaver Creek
Photo Point 28. Floodplain looking west 08/13/15
Page 9 of 13

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