20072133 Ver 1_Year 5 Monitoring Report_20160224

Glade Creek
Stream Restoration
NCDMS Project Number: 854
Monitoring Contract Number: D08033S
Monitoring Year 5
2015 Final Report
Submitted to
North Carolina Division of Mitigation Services
North Carolina Department of Environmental Quality
December 2015
1652 Mail Service Center
Raleigh, NC 27699

Monitoring Firm
t
Ab -:-
EQUINOX
balance through proper planning
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Phone: [phone]
Project Contact: Hunter Terrell
Email: [e-mail]

Glade Creek Stream Restoration
2015 Monitoring Report (MY 5)
Table of Contents
1.0 Executive Summary/Project Abstract Page 1
2.0 Methodology Page 3
3.0 References Page 4

Appendices
Appendix A. Project Vicinity Map and Background Tables
Figure 1.
Vicinity Map and Directions
Table la.
Project Components
Table lb.
Component Summations
Table 2.
Project Activity and Reporting History
Table 3.
Project Contacts
Table 4.
Project Attributes
Appendix B. Visual Assessment Data
Figure 2. Integrated Current Condition Plan View
Table 5. Visual Stream Morphology Stability Assessment
Table 6. Vegetation Condition Assessment
Photo Station Photos
Appendix C. Vegetation Plot Data
Table 7. Vegetation Plot Criteria Attainment
Vegetation Monitoring Plot Photos
Table 8. CVS Vegetation Plot Metadata
Table 9. Planted and Total Stem Counts (Species by Plot with Annual Means)
Appendix D. Stream Survey Data
Cross -Sections with Annual Overlays and Photos
Longitudinal Profiles with Annual Overlays
Pebble Count Plots with Annual Overlays
Table 10a. Baseline Stream Data Summary
Table 10b. Baseline Stream Data Summary (Substrate, Bed, Bank, and Hydrologic
Containment Parameter Distributions)
Table l la. Monitoring Data — Dimensional Morphology Summary (Dimensional
Parameters — Cross -Sections)
Table l lb. Monitoring Data — Stream Reach Data Summary
Appendix E. Hydrological Data
Table 12. Verification of Bankfull Events
Table 13. Frequency of Events Greater than 18.59 Feet at the Little River Gauge near
Sparta
Plot of Stage (feet) at the North Carolina Flood Warning Program Gauge at Little River
near Sparta
in

1.0 EXECUTIVE SUMMARY/PROJECT ABSTRACT
The goals and objectives stated in the Glade Creek Restoration Plan (NCEEP 2007) are as
follows:
Project Goals
• Rapidly stabilize the channel of Glade Creek relative to natural processes;
• Rapidly stabilize and preserve the channel of the Unnamed Tributary relative to natural
processes;
• Restore and rehabilitate channel features and aquatic habitat in Glade Creek and the
Unnamed Tributary;
• Rehabilitate the riparian buffer along both streams; and
• Preserve the existing wetlands onsite.
Project Objectives
• Restore approximately 2,430 linear feet of stream channel on Glade Creek;
• Restore approximately 275 linear feet of the Unnamed Tributary;
• Preserve 570 linear feet of the Unnamed Tributary; and
• Preserve the existing 0.33 acre wetlands within the project site.
The monitoring year five (MY5) vegetation plot data indicated the average planted stem density
across all plots to be 445 stems/acre; exceeding the 260 stems per acre minimum density
criterion that must be achieved by the end of MY5. Stem densities were found to have declined
by approximately 6% from the previous year due to dead or missing stems. Additionally, 16
isolated patches of high threat invasive plants previously distributed throughout the project area
(Figure 2) were treated with herbicides twice annually starting in September 2013, with a final
treatment occurring in April 2015. Project managers for DMS have verified the efficacy of all
control efforts and approved of all treatments.
The stream longitudinal profile along the mainstem has remained relatively stable between MY4
and MY5. Bed scour from 9+75 to 9+99 and subsequent deposition in the pool has resulted in a
flattening of the bed profile in the approach to the first rock vane/rock step structure series at
station 10+67. This has reduced the number of pools in the reach from 28 to 27 and is noted in
Table l lb and illustrated in the profile in Appendix D. Downstream of this series, the stream
adjustments that occurred between stations 12+79 and 13+69 from MY3 and MY4 have
stabilized and show no further signs of degradation. Data at XS -4 (riffle) indicates that
downcutting along the left -descending bank presented in MY4 has not progressed. Fine
sediment deposition along the bankfull bench has increased the bankf ill bank height ratios on
cross-sections 1, 4, and 6 from 1.0 to 1.2, 1.2, and 1.1 respectively. Although, adjustment in the
channel are apparent within the reach, no signs of significant instability, such as sloughing banks
or failing structures, have been documented. The stream longitudinal profile along the unnamed
tributary has also remained relatively stable between MY4 and MY5. Scour in the riffle at
station 1+90 and deposition in the subsequent pool at station 1+80 increased the riffle slope from
0.010 to 0.017. As in the mainstem, deposition of fine sediment has increased the bankfull bank
height ratios from 1.0 to 1.3 in cross-sections 7 and 8 on the unnamed tributary. While these
changes represent change from the baseline calculations, they are considered insignificant. In
Glade Creek 1 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

general, cross-section data indicated that the continued growth of berms and point bars on both
the mainstem and the unnamed tributary are resulting in narrower bankfull widths at every cross-
section.
A total of four bankfull occurrences have been documented through crest gauge readings or
wrack lines at the site over the five-year monitoring period—two in 2013, one in 2014, and one
in 2015 (Table 12). However, it is likely that the site has experienced more bankfull events than
those documented through methods used during monitoring. To demonstrate the number of
bankfull events that are likely to have occurred since construction was completed, data from the
North Carolina Flood Warning Program gauge on the Little River near Sparta were examined to
determine the number of bankfull events that have occurred since April 2011. The Little River
watershed and gauge are located approximately 5.2 miles northwest of Glade Creek. The
watershed at the gauge is 4.85 square miles, comparable to the Glade Creek watershed at the site
(5.72 square miles). Gauge data was able available back to March 2010. Using peak stage
heights, a 1.5 year recurrence interval of 18.59 feet was calculated for the gauge site. Using this
stage height as a proxy for bankfull height, data from April 2011—coinciding with the
completion of the Glade Creek project—to present was analyzed to calculate the frequency of
bankfull events occurring at the gauge site. A total of nine events have occurred since April
2011—five in 2011, one in 2012, and three in 2013 (Table 13). Several large data gaps were
present between May 2011 and August 2012, potentially skewing the calculation of recurrence
intervals as well as the frequency of bankfull events. However, this analysis demonstrates that
the Glade Creek site has likely experienced more bankfull events than indicated through methods
used at the site as well as a range of flows with no adverse effects.
Summary information/data related to the occurrence of items such as beaver or easement
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 restoration plan on
NCDMS' website (NCEEP 2007). All raw data supporting tables and figures in the appendices
are available from NCDMS upon request.
Glade Creek 2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

2.0 Methodology
The stream monitoring methodologies utilized in MY5 replicate those employed during the
previous monitoring year and are based on standard guidance and procedures documents
(Rosgen 1996; USACE 2003). Vegetation monitoring data were collected following the
standard CVS-EEP Protocol for Recording Vegetation, Level II, Version 4.2 (Lee et al. 2008).
Glade Creek 3 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

3.0 References
Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for
Recording Vegetation. Version 4.2. The University of North Carolina at Chapel Hill,
Department of Biology.
NCEEP (North Carolina Ecosystem Enhancement Program). 2007. Restoration Plan. Glade
Creek Stream Restoration. Alleghany County, North Carolina. Raleigh.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa Springs,
Colorado.
USACE (U.S. Army Corps of Engineers). 2003. Stream Mitigation Guidelines. U.S. Army
Corps of Engineers, U.S. Environmental Protection Agency, North Carolina Wildlife
Resources Commission, North Carolina Department of Environment and Natural
Resources -Division of Water Quality. Wilmington District.
Glade Creek 4 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix A
Project Vicinity Map and Background Tables

Appendix A
Project Vicinity Map and Background Tables
J *� The .bjectprcpa st. is uormmemsl r A—tmn site of
NCDEQ Dins f M tig Hari Ser i— (NCDMS) wtd is
♦ .. r' �' ,,� rr -passed by dad anservatron easement, but is.
bordered by land -4. pn-t. owr Inp Aecea % the srh
may require traven:mg areas rear or bng the eaaemem b. -d ry
\ - and d—ofor access 1,y the general public s at peitted
Access by auhoriad p­1of state and federal g,mi,s or
- - '- - diets dssigrweslcantmotas involved m rise dr1opmem,
over Ov and stewardship of the testomuan site is permitted
within the toms and iimefr of tltev defmad rales. Any
mteaded site visitation m activity by airy person m wide of t1x s
,--sly sanctirn d roles end wh,itias regwres prior
3
– r �­rdiretion with NCDAQS.
21 1
VNIr maa.•t
21
i
i
� � 1
,.a
t
Glade Creek -
v,. Stream Restoration Site
'Ab
V
n
! �1
i a
s — � Figure 1 -Vicinity Map
Glade Creek
M Stream Restoration Site N (-} N x
,., 854 `�
Diractioru�" The project site is located in Alleglhary Coumy, Project No. 0 1,500 3,000 6,000
North Carolvea, appraxmtately 4 miles southeast of the town of Feet
Sparta- From the s th and east• the site cart be accessed by
—iting hrtexstata 77 North at the US 21 Byl— exit m Elkin p
Proceed on lis 27 towards Sparta for 23,1 miles to Dewitt Alleghany County, North Carolina IV 7.5 Minute .Series
Rand Tran left m Dewitt Rmd and "-t 0.7 miles w die ails 1111 Glade Dalley Quadrangle
entaarrce an the Ieftat541 Dewitt Rand
Glade Creek Final A-1 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix A
Project Vicinity Map and Background Tables
Table la. Project Components
Glade Creek/ Project No. 854
Project
Restoration
Level
Stream
(if)
Riparian Wetland Riparian Upland
(Ac) bac) (ac)
Footage
Riverine Non-Riverine
Restoration
Existing
Restoration
Enhancement
Buffer
Enhancement I
Component or
Feet/Acres
Level
Approach
or
Stationing
Acres
BMP Elements
Comment
Reach ID
Preservation
784
Acreage
HQ Preservation
0
0.00 0.00
Glade Creek
2,5691£
R
P2
2,513 If*
0+00-25+58
1 3,562
1 0.26 0 0
0 0
Unnamed Tributary
Downstream
300 If
R
P2
2651f
0+00-2+65
Unnamed Tributary
7841£
P
784 If
Not Established
Upstream
Wetlands
0.26 ac
P
0.26 ac
N/A
*Excludes the 45 linear feet of stream associated with the private drive access location.
=Non-Apphcable
*Excludes the 45 linear feet of stream associated with the private drive access location.
=Non -Applicable
Glade Creek Final A-2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Table lb. Component Summations
Glade Creek / Project No. 854
Restoration
Level
Stream
(if)
Riparian Wetland Riparian Upland
(Ac) bac) (ac)
Buffer BMP
(ac)
Riverine Non-Riverine
Restoration
2,778*
0.00 0.00
Enhancement
0.00 0.00
Enhancement I
0
Enhancement I1
0
Creation
0.00 0.00
Preservation
784
0.00 0.26
HQ Preservation
0
0.00 0.00
0.00 0.00
Totals
1 3,562
1 0.26 0 0
0 0
*Excludes the 45 linear feet of stream associated with the private drive access location.
=Non -Applicable
Glade Creek Final A-2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix A
Project Vicinity Map and Background Tables
Table 2. Project Activity and Reporting History
Glade Creek / Project No. 854
Activity or Report
Data
Collection
Complete
Completion or
Delivery
Mitigation Plan
June 2007
Dec 2007
Final Design - Construction Plans
Aug 2007
Dec 2008
Construction
N/A
April 2011
Temporary S&E mix applied to entire project area
N/A
Sept - Nov 2010
March - April 2011
Permanent seed mix applied
N/A
Sept - Nov 2010
March - April 2011
Planting
May 2011
May 2011
Baseline Monitoring Document (Year 0 Monitoring - Baseline)
May 2011
Dec 2011
Year 1 Monitoring
Dec 2011
Feb 2012
Year 2 Monitoring
Nov 2012
Jan 2013
Year 3 Monitoring
Nov 2013
Dec 2013
Year 4 Monitoring
Nov 2014
Nov 2014
Year 5 Monitoring
Nov 2015
Dec 2015
N/A - Item does not apply.
Glade Creek Final A-3 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix A
Project Vicinity Map and Background Tables
Table 3. Project Contacts
Glade Creek / Project No. 854
Designer
Biohabitats Southeast Bioregion Inc.
8218 Creedmoor Road, Suite 200
Raleigh, North Carolina 27613
Primary Project Design POC
Kevin Nunnery [phone]
Construction Contractor
Yadkin Valley Construction
2961 Old 60 Highway
Ronda, North Carolina 28670
Construction Contractor POC
Terry Benton [phone]
Planting Contractor
Foggy Mountain Nursery
2251 Ed Little Road
Creston, North Carolina 28615
Planting Contractor POC
Glen Sullivan [phone]
Seeding Contractor
Yadkin Valley Construction
2961 Old 60 Highway
Ronda, North Carolina 28670
Seeding Contractor POC
Terry Benton [phone]
Seed M ix Sources
Hanes Geo
[phone]
Nursery Stock Suppliers
Foggy Mountain Nursery
Glen Sullivan [phone]
Monitoring Performers (YO) - 2011
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Win Taylor [phone]
Vegetation Monitoring POC
Win Taylor [phone]
Monitoring Performers (MY1) - 2011
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Win Taylor [phone]
Vegetation Monitoring POC
Win Taylor [phone]
Monitoring Performers (MY2) - 2012
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Kevin Mitchell [phone]
Vegetation Monitoring POC
Kevin Mitchell [phone]
Monitoring Performers (MY3)- 2013
Equinox Environmental Consultation &Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Hunter Terrell [phone]
Vegetation Monitoring POC
Hunter Terrell [phone]
Monitoring Performers (MY4)- 2014
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Hunter Terrell [phone]
Vegetation Monitoring POC
Hunter Terrell [phone]
Monitoring Performers (MY5)- 2015
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Hunter Terrell [phone]
Vegetation Monitoring POC
Hunter Terrell [phone]
Glade Creek Final A-4 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix A
Project Vicinity Map and Background Tables
Table 4. Project Baseline Information and Attributes
Glade Creek / Project No. 854
Project Information
Project Name
Glade Creek
County
Alleghany
Project Area (acres)
15.86
Project Coordinates (latitude and longitude)
Latitude 36.468090 / Longitude -81.066384
Project Watershed Summary Information
Physiographic Province
Blue Ridge
River Basin
New River
USGS Hydrologic Unit 8-dgit
05050001
USGS Hydrologic Unit 14-dgit
05050001000801
NCDWQ Sub -Basin
05-07-03
Project Drainage Area (acres)
3,443
Project Drainage Area Percentage of Impervious Cover <1%
CGIA Land Use Classification
Deciduous Forest Land
Reach Summary Information
Parameters
Glade Creek UT -Lower UT -Upper
Length of Reach (linear feet)
2,558 265 784
Valley Classification
- - -
Drainage Area (acres)
2,922 521 520
NCDWQ Stream Identification Score
59 50.5 50.5
NCDWQ Water Quality Classification
C -Tr C -Tr GTr
Morphological Descrition(streamt e)
C C
Evolutionary Trend
-
Underlying Mapped Soils
Alluvial Alluvial Alluvial
Drainage Class
-
Soil Hydric Status
- - -
Slope
0.0075 0.0075 0.0075
FEMA Classification
-
Native Vegetatation Community
Northern Hardwood Forest & Rich Cove Forest
Percent Composition of Exotic Invasive Vegetation 14.5%
Wetland Summary Information
Parameters
Wetland (C2ade Ck) Wet1and2 (UT)
Size of Wetland (acres)
0.178 0.085
Wetland Type
Riparian Riparian
Sod Series
Toxaway
Soil Hydric Status
Hydric
Source of Hydrology
Hydrologic Impairment
Native Vegetatation Community
High Elevation Seep
Percent Composition of Exotic Invasive Vegetation 100% 0%
Regulatory Considerations
Regulation
Applicable? Resolved? Supporting Documentation
Waters of the United States - Section 404
Yes N/A
Waters of the United States - Section 401
Yes N/A
Endangered Species
No N/A N/A
Historic Preservation Act
No N/A N/A
Coastal Zone Management Act (CZMA)
Coastal Area Management Act (CAMA)
No N/A N/A
FEMA Floodplain Compliance
No N/A N/A
Essential Fisheries Habitat
No N/A N/A
- Information unavailable.
N/A - Item does not apply.
Glade Creek Final A-5
Project No. 854
Monitoring Year 5 of 5
Equinox
December 2015

Appendix B
Visual Assessment Data

Figure 2. Integrated Current Condition Plan View

Appendix B
Visual Assessment Data
Table 5. Visual Stream Morphology Stability Assessment
Glade Creek / Project No. 854 - Glade Creek
Assessed Len th 2,558 feet
Number
Footage
Adjusted%
Number
Total
Number of
Amount of
% Stable,
with
with
for
Major Channel
Channel
Metric
Stable,
Number in
Unstable
Unstable
Performing
Stabilizing
Stabilizing
Stabilizing
Category
Sub Category
Performing
Segments
Footage
as Intended
Woody
Woody
Woody
InAs-builtAs_lt
assIntended
Vegetation
Vegetation
Vegetation
I. Bed
1. Agadation - Bar formation/growth sufficient to significantly
1. Vertical Stability
deflect flow laterally (not to include point bars).
2
45
98%
2 Degradation - Evidence of downcutting
0
0
100%
(Riffle and Run Units)
2. Riffle Condition
1. Texture/Substrate - Riffle maintains coarser substrate.
17
17
100%
1. Depth Sufficient (Max Pool Depth: Mean Bankfull Depth >_ 1.6).
17
17
100%
3. Meander Pool
Condition
2. Lenpth appropriate (>30% of centerline distance between tail of
upstream riffle and head of downstream riffle).
17
17
100%
1. Thalweg centering at upstream of meander bend (Run).
14
17
82%
4. Thalweg Position
2. Thalweg centering at downstream of meander bend (Glide).
16
16
100%
2. Bank
1. Scoured/Eroding
Bank lacking vegetative cover resulting simply from poor growth
2
61
99%
N/A
N/A
N/A
and/or scour and erosion.
Banks undercut/overhanging to the extent that mass wasting appears
2. Undercut
likely. Does NOT include undercuts that are modest, appear
0
0
100%
N/A
N/A
N/A
sustainable and are providinghabitat.
3. Mass Wasting
Bank slumping calving or collapse.
0
0
100%
N/A
N/A
N/A
Totals
2
61
99%
N/A
N/A
N/A
3. Engineered
1. Overall Integrity
Structures physically intact with no dislodged boulders or logs.
40
40
100%
Structures
2. Grade Control
Grade control structures exhibiting maintenance of grade across the sill
13
13
100%
2a. Piping
Structures lacking any substantial flow underneath sills or arms.
13
13
100%
3. Bank Protection
Bank erosion within the structures extent of influence does NOT
18
18
100%
exceed 15%.
Pool forming structures maintaining— Maas Pool Depth: Mean
4. Habitat
Bankfull Depth Ratio > 1.6. RootwadsAogsproviding some cover at
22
22
100%
base -flow.
N/A - Item does not apply.
Glade Creek B-2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix B
Visual Assessment Data
Table 5. Visual Stream Morphology Stability Assessment
Glade Creek / Project No. 854 - Unnamed Tributary - Downstream
Assessed Len th 265 feet
Number
Footage
Adjusted%
Number
Total
Number of
Amount of
% Stable,
with
with
for
Major Channel
Channel
Metric
Stable,
Number in
Unstable
Unstable
Performing
Stabilizing
Stabilizing
Stabilizing
Category
Sub Category
Performing
As -built
Segments
Footage
as Intended
Woody
Woody
Woody
assIntended
Ined
tended
Vegetation
Vegetation
Vegetation
I. Bed
1. Agadation - Bar formation/growth sufficient to significantly
1. Vertical Stability
deflect flow laterally (not to include point bars).
1
29
89%
2 Degradation - Evidence of downcutting
0
0
100%
(Riffle and Run Units)
2. Riffle Condition
1. Texture/Substrate - Riffle maintains coarser substrate.
4
4
100%
1. Depth Sufficient (Max Pool Depth: Mean Bankfull Depth >_ 1.6).
4
5
80%
3. Meander Pool
Condition
2. Lenpth appropriate (>30% of centerline distance between tail of
upstream riffle and head of downstream riffle).
4
5
80%
1. Thalweg centering at upstream of meander bend (Run).
5
5
100%
4. Thalweg Position
2. Thalweg centering at downstream of meander bend (Glide).
5
5
100%
2. Bank
1. Scoured/Eroding
Bank lacking vegetative cover resulting simply from poor growth
1
18
97%
0
0
97%
and/or scour and erosion.
Banks undercut/overhanging to the extent that mass wasting appears
2. Undercut
likely. Does NOT include undercuts that are modest, appear
0
0
100%
N/A
N/A
N/A
sustainable and are providinghabitat.
3. Mass Wasting
Bank slumping calving or collapse.
0
0
100%
N/A
N/A
N/A
Totals
1
18
97%
N/A
N/A
N/A
3. Engineered
1. Overall Integrity
Structures physically intact with no dislodged boulders or logs.
13
13
100%
Structures
2. Grade Control
Grade control structures exhibiting maintenance of grade across the sill
6
6
100%
2a. Piping
Structures lacking any substantial flow underneath sills or arms.
5
6
83%
Bank erosion within the structures extent of influence does NOT
3. Bank Protection
exceed 15%.
9
9
100%
Pool forming structures maintaining— Maas Pool Depth: Mean
4. Habitat
Bankfull Depth Ratio > 1.6. Rootwads4og3 providing some cover at
6
6
100ib
base -flow.
N/A - Item does not apply.
Glade Creek B-3 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix B
Visual Assessment Data
Table 6. Vegetation Condition Assessment
Glade Creek / Project No. 854
Planted Acreage 4.31
Number of
Combined
% of
Vegetation Category
Definitions
CCPV Depiction
Planted
Polygons
Acreage
Acreage
1. Bare Areas
Very limited cover of both woody and herbaceous material.
N/A
0
0.00
0%
2. low Stem Density Areas
Woody stem densities clearly below target levels based on MY3,
N/A
0
0.00
0%
4, or 5 stem count criteria.
Totals
0
0.00
0%
3. Areas of Poor Growth Rates or Vigor
Areas with woody stems of a size class that are obviously small
N/A
0
0.00
o
0 /o
given the monitoring year.
Cumulative Totals
0
0.00
0%
Easement Acreage 15.86
% of
Vegetation Category
Definitions
CCPV Depiction
Number of
Combined
Easement
Polygons
Acreage
Acreage
Cross Hatch
4. Invasive Areas of Concern
Areas or points (if too small to render as polygons at map scale).
(Red - Dense/Yellow -
0
0.00
0%
Present/Orange - Treated)
5. Easement Encroachment Areas
Areas or points (if too small to render as polygons at map scale).
N/A
0
0.00
0%
N/A - Item does not apply.
Glade Creek B-4 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 1
Upstream
Glade Creek — Permanent Photo Station 2
Upstream
Glade Creek B-5 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 3
Upstream
Glade Creek
Project No. 854
Monitoring Year 5 of 5
-
c�
2.ray"-
Glade Creek — Permanent Photo Station 4
Upstream
B-6
Equinox
December 2015

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 5
Upstream
Glade Creek — Permanent Photo Station 5
Downstream
Glade Creek B-7 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix B
Visual Assessment Data
Unnamed Tributary Lower — Permanent Photo Station 6
Upstream
Unnamed Tributary Lower — Permanent Photo Station 7
Upstream
Glade Creek B-8 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix C
Vegetation Plot Data

Appendix C
Table 7. Vegetation Plot Criteria Attainment
Glade Creek / Project No. 854
Vegetation
Vegetation Plot
Survival
Tract Mean
ID
Threshold Met?
1 Yes
100%
2 Yes
3 Yes
4 Yes
5 Yes
6 Yes
Vegetation Plot Data
Glade Creek C-1 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix C
Vegetation Plot Data
-�amw41
«, *
lip
Vegetation Monitoring Plot 1
Monitoring Year 5 — August 11, 2015
Vegetation Monitoring Plot 2
Monitoring Year 5 — August 11, 2015
Glade Creek C-2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

44
41-7
y
CV?_
�•a � � � _yam ����` �,?� ��� �Y
i
4
A��,`�' :.•
Rk.
JI tii ,R
aJb �
� I
tra ,. ; `i. `. ➢ . �w� a ,., � °' yi�,A .,

c'y
: 4(v
v
w
pt,�
"
-
--
: 4(v
w

Appendix C
Vegetation Plot Data
Glade Creek C-5 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Table 8. CVS Vegetation Plot Metadata
Glade Creek/ Project No. 854
Report Prepared By
Drew Alderman
Date Prepared
8/12/2015 12:03
database name
Equinox-2015-GladeCreek_MY5.mdb
database location
Z:\ES\NRI&M\EEP Monitoring\Glade Creek\Glade-MY5-2015\Data\Veg
computer name
FIELD -PC
Me size
45236224
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT
Metadata
Description of database file, the report worksheets, and a summary of project(s) and
project data.
Proj, planted
Each project is listed with its PLANTED stems per acre, for each year. This excludes
live stakes.
Proj, total stems
Each project is listed with its TOTAL stems per acre, for each year. This includes live
stakes, all planted stems, and all natural/volunteer stems.
Plots
List of plots surveyed with location and summary data (live stems, dead stems, missing,
etc.).
Vigor
Frequency distribution of vigor classes for stems for all plots.
Vigor by Spp
Frequency distribution of vigor classes listed by species.
Damage
List of most frequent damage classes with number of occurrences and percent of total
stems impacted by each.
Damage by Spp
Damage values tallied by type for each species.
Damage by Plot
Damage values tallied by type for each plot.
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each species for each plot; dead and
missing stems are excluded.
ALL Stems by Plot and spp
A matrix of the count of total living stems of each species (planted and natural volunteers
combined) for each plot; dead and missing stems are excluded.
PROJECT SUMMARY
Project Code
854
project Name
Glade Creek
Description
River Basin
New
le ngth(ft)
stream -to -edge width (ft)
area (sq m)
Required Plots (calculated)
Sampled Plots
6
Glade Creek C-5 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix C
Vegetation Assessment Data
1PnoLS: No livestakes included in tally; P -all: All planted stems included in tally; T: Total stems including recruitment.
Color Key
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Recruit Stems
Glade Creek C-6 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
--------------------------------©000
o©----©v©------oo©000000000000000000
Northern red oak
�o©----vv----©©©©©©000000000mmmmmmmmm
Rhododendron
Rhododendron
------oo©----------©v----0000-oo-o©®
�Shrub
�-------------------------------o©-©®
orTree
Sambucusnigra
European black
elderberry
Spimealatifolia
• mmmm©m©mm--mommmmmommmm�mm�momomommm
000000000000
StemsperACRE�MIMMIMMMIEMM
oom--mmmm-©--00000®mm®mm©mmmmmmmmmmm
mm=
0m
mm�����®l:xi
��0��1�.
°;
Om
®®
1PnoLS: No livestakes included in tally; P -all: All planted stems included in tally; T: Total stems including recruitment.
Color Key
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Recruit Stems
Glade Creek C-6 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Appendix D
Stream Survey Data
Stream Survey Data

Appendix D
2617
2616
2615
2614
e
r 2613
w
W
2612
2611
2610
Glade Creek
Cross -Section 1 - Riffle
Station 3 + 13.39
Stream Survey Data
2609 ; I I I I I I I I I I I
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20
Station (feet)
- MYO 5/10/2011 MY1 12/13/2011 - MY2 7/17/2012 MY3 6/20/2013 MY4 5/06/2014 MY5 7/29/15- - - B
Upstream
Downstream
Glade Creek D-1 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2616
2615
2614
2613
0
0 2612
W
2611
2610
2609
2608
Glade Creek
Cross -Section 2 - Pool
Station 5 + 99.40
Stream Survey Data
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80
Station (feet)
MYO 5/10/2011—^ MYl 12/13/2011 — MY2 7/17/2012— MY3 6/20/2013 MY4 5/06/2014— MY5 7/29/15- - - B
Upstream
Downstream
Glade Creek D-2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Glade Creek
Cross -Section 3 - Riffle
Station 8 + 39.86
Stream Survey Data
2616
2615
2614
. 2613
m
w_
d
2612
W
2611
2610 V'N
2609
2608
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80
Station (feet)
— MYO 5/10/2011 — MYl 12/13/2011— MY2 7/17/2012 MY3 6/20/2013— MY4 5/06/2014—MY5 7/29/15— — -- B
Lcii vc�Lcuwug llaiin
Upstream
Downstream
Glade Creek D ' Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2612
2611
2610
_ 2609
m
w_
d
0 2608
W
2607
2606
2605
Glade Creek
Cross -Section 4 - Riffle
Station 15 + 69.44
Stream Survey Data
2604 ; I I I I I I I I I I I I I I I
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80
Station (feet)
— MYO 5/10/2011— MY1 12/13/2011—MY2 7/17/2012 MY3 6/20/2013 MY4 5/06/2014— MY5 7/29/2015- - -, B14
Upstream
Downstream
Glade Creek D-4 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2609
2608
2607
2606
d
w
2605
R
i
a�
G�
2604
2603
2602
Glade Creek
Cross -Section 5 - Pool
Station 19 + 71.18
Stream Survey Data
2601 1 I I I I I I I I I I I
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30
Station (feet)
— MYO 5/11/2011— MY1 12/13/2011 MY2 7/18/2012— MY3 6/20/2013 MY4 5/06/2014— MY5 7/30/2015- - - - B
Upstream
Downstream
Glade Creek D-5 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2610
2609
2608
2607
d
G
2606
d
W
2605
2604
2603
Glade Creek
Cross -Section 6 - Riffle
Station 20 + 24.21
Stream Survey Data
2602 1 I I I I I I I I I I I
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30
Station (feet)
-MYO 5/11/2011 MYl 12/14/2011 MY2 7/18/2012 MY3 6/20/2013 MY4 5/06/2014 MY5 7/30/2015- - - - B
Upstream
Downstream
Glade Creek D-6 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2608
2607
2606
260.5
u
C
g
2604
R
W
2603
2602
2601
UT Glade Creek
Cross -Section 7 - Riffle
Station 2 + 38.94
Stream Survey Data
2600 1 I I I I I I I I
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50
Station (feet)
- MYO 5/11/2011 MYl 12/14/2011 MY2 7/18/2012 MY3 6/20/2013 MY4 5/07/2014- MY5 7/30/2015- - - B
Upstream
Downstream
Glade Creek D-7 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2607
2606
2605
2604
m
w_
C
0 2603
d
W
2602
2601
2600
UT Glade Creek
Cross -Section 8 - Riffle
Station 0 + 53.21
2599
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50
Station (feet)
MYO 5/11/2011- MYl 12/14/2011- MY2 7/17/2012 MY3 6/20/2013- MY4 5/07/2014- MY5 7/30/2015- - - - Bid
Stream Survey Data
v
�.cu vc��ciiuuit� uaun
iLF 5
Upstream
Downstream
Glade Creek D-8 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
2617
2616
2615
2614
2613
2612
2611
2610
2609
2608
2607
2606
2605
W 2604
2603
2602
2601
2600
2599
2598
2597
2596
2595
Stream Survey Data
Glade Creek Mainstem
Longitudinal Profile
Staioning 0+03 - 25+58
OXO 2x0 srx0 6x0 d'x0 IOX 12X lex ?6x Idx 20x 22x dyx 26
O O O O O 00 00 00 00 00 00 00 00
Station (feet)
TW - MYO 5/10/2011 - TW - MY1 12/13/2011 TW - MY2 7/17/2012 — TW - MY3 6/19/2013 t TW - MY4 5/6/2014 — TW - MY5 7/29/2015 O Structure - MYO • BKF------- WS
Glade Creek D-9 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
•
♦Iry
i
PON.
XS1 -R
XS2 - P
XS3 - R
------- ---------
-------------
•
------ 4P---
rw
At...i
i
♦
XS5 - P
♦----------
XS6 - R
I
OXO 2x0 srx0 6x0 d'x0 IOX 12X lex ?6x Idx 20x 22x dyx 26
O O O O O 00 00 00 00 00 00 00 00
Station (feet)
TW - MYO 5/10/2011 - TW - MY1 12/13/2011 TW - MY2 7/17/2012 — TW - MY3 6/19/2013 t TW - MY4 5/6/2014 — TW - MY5 7/29/2015 O Structure - MYO • BKF------- WS
Glade Creek D-9 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
W
Stream Survey Data
Unnamed Tributary
Longitudinal Profile
Station 0+03 - 2+68
2x> Ito 2x1 2x0 fix) Ito 'exl jx0 Oxy 19 OX2
S S O S .S O S O S
Station (feet)
TW - MYO 5/11/2011 TW - MY1 12/13/2011 - TW - MY2 7/19/2012 - TW -MY3-06/20/2013 - TW - MY4 5/7/2014 t TW - MY5 7/30/2015 A Structure ♦ Bkf------- WS
2605
2604
2603
2602
2601
2600
2599
2598
19)
00
Glade Creek D-10 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Average Bankfull Slope
♦
--
--------
i
i
-------------
XS7 - R
- --------------------
------------
-------------------
----•..-
.......
•'
i
------•... i
i
i
i
i
IrXS8FIR
i
- R
,%A
2x> Ito 2x1 2x0 fix) Ito 'exl jx0 Oxy 19 OX2
S S O S .S O S O S
Station (feet)
TW - MYO 5/11/2011 TW - MY1 12/13/2011 - TW - MY2 7/19/2012 - TW -MY3-06/20/2013 - TW - MY4 5/7/2014 t TW - MY5 7/30/2015 A Structure ♦ Bkf------- WS
2605
2604
2603
2602
2601
2600
2599
2598
19)
00
Glade Creek D-10 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 1 - Riffle
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class (mm)
Number
%
Individual
Cumulative
0-0.062
0
0.0%
0%
0.062 - 0.125
1
0.9%
1%
0.125-0.25
1
0.9%
2%
0.25-0.5
1
0.9%
3%
0.5-1.0
3
2.8%
6%
1 -2
14
13.0%
19%
2 - 4
5
4.6%
23%
4 - 8
6
5.6%
29%
8-16
19
17.6%
46%
16-32
22
20.4%
67%
32-64
23
21.3%
88%
64-128
11
10.2%
98%
128-256
2
1.9%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
108
100%
1 100%
Summary Data
D50
17
D84
57
D95
110
Glade Creek D-11 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-12 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 1 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
Ar
20%
10%
0%
O
OG1 y1`' 0',Lh
'1.0 'Ly
O� 01
py
Ory
•y9 ,y 1 ti 0. O O ,L0 '''L 60 ti14 1yb
Oy (y tib 31 Oa 110
yti1 01"A
1y0 y11
5
Oa4 pA0 oov-
1b1 �$A Oea`
y0 ,y0
t MYS Cumulative
%
t MY2 Cumulative % —}-MY3 Cumulative % --f—MY4 Cumulative % f MY5 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 1 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
�
O'L ,yh �h
04 01 O•
0001, Oti1c''
05
h,
O,y
,y0 'L b 0 ,y0 31 0b ,y0 y0
h, 0 6 ti A'ti $;L
O. 'Y 3 0 ,y'L
y'L ,ta
6y ,y0
15 y,Yti
b$ A0
,ti0 AO aCo
yO,yP 100 �e
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group ■ MY5 % by Size Group
Glade Creek D-12 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 2 - Pool
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
12
11.3%
11%
0.062 - 0.125
2
1.9%
13%
0.125-0.25
4
3.8%
17%
0.25-0.5
12
11.3%
28%
0.5 - 1.0
3
2.8%
31%
1 - 2
24
22.6%
54%
2 - 4
1
0.9%
55%
4 - 8
3
2.8%
58%
8-16
7
6.6%
64%
16-32
12
11.3%
75%
32-64
16
15.1%
91%
64-128
10
9.4%
100%
128-256
0
0.0%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
106
100%
1 100%
Summary Data
D50
1.8
D84
47
D95
88
Glade Creek D-13 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-14 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 2 - Pool
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
OG1 y1`' 0',Lh
O� 01
py
•y9 ,y 1 ti 0. O O ,L0 '''L 60 ti14 1yb
(y tib 31 Oa 110
yti1 01"A
1y0 y11
5
Oa4 pA0 oov-
1b1 �$A Oea`
y0 ,y0
t MYS Cumulative
%
t MY2 Cumulative % —}-MY3 Cumulative % --f—MY4 Cumulative % f MY5 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 2 - Pool
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
�
04 01 O•
0001. Oti1c''
h,
O,y
h• ti 'L 0 6 ti A'ti $;L
O. 'Y 3 0 ,y'L
6y ,y0
15 y,Yti
.ti0 AO aCo
yO,yP 100 �e
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group ■ MY5 % by Size Group
Glade Creek D-14 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 3 - Riffle
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
0
0.0%
0%
0.062 - 0.125
0
0.0%
0%
0.125-0.25
0
0.0%
0%
0.25-0.5
2
1.8%
2%
0.5 - 1.0
0
0.0%
2%
1 - 2
20
17.9%
20%
2 - 4
1
0.9%
21%
4 - 8
1
0.9%
21%
8-16
5
4.5%
26%
16-32
15
13.4%
39%
32-64
37
33.0%
72%
64-128
27
24.1%
96%
128-256
4
3.6%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
112
100%
1 100%
Summary Data
D50
42
D84
82
D95
120
Glade Creek D-15 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-16 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 3 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
061 1�y ply
O� 01
Oy
1� y -y p; ,y0 ''� 0� y14 1y0
(y tib 31 Oa 110
yti1 01�
1y0 y11
5
Oaf 090 00�
1b1 �$A 0ea`
y0 ,y0
t MYS Cumulative
%
t MY2 Cumulative % —}-MY3 Cumulative % --f—MY4 Cumulative % f MY5 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 3 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
�
04 01 O•
0001. Oti1c''
h,
oy
h• 0 0 ti A'ti $;L
O. 'Y 3 0 ,y'L
0h ,y0
15 y,Yti
.ti0 AO aCo
yO,yP 100 �e
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group ■ MY5 % by Size Group
Glade Creek D-16 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 4 - Riffle
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
6
5.7%
6%
0.062 - 0.125
1
0.9%
7%
0.125-0.25
6
5.7%
12%
0.25-0.5
6
5.7%
18%
0.5 - 1.0
2
1.9%
20%
1 - 2
11
10.4%
30%
2 - 4
0
0.0%
30%
4 - 8
8
7.5%
38%
8-16
13
12.3%
50%
16-32
16
15.1%
65%
32-64
25
23.6%
89%
64-128
10
9.4%
98%
128-256
2
1.9%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
106
100%
1 100%
Summary Data
D50
16
D84
57
D95
96
Glade Creek D-17 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-18 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 4 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
O
1 y1`' 0',Lh
1OG'1.0 'Ly
O� 01
Oy
Ory
•y9 ,y 1 ti 0. O ,L0 '''L 60 ti14 1yb
Oy (y tib 31 Oa 110
yti1 01"A
1y0 y11
5
Oa4 pA0 oov-
1b1 �$A 0ea`
y0 ,y0
t MYS Cumulative
%
t MY2 Cumulative % —}-MY3 Cumulative % --f—MY4 Cumulative % f MY5 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 4 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
Ll
1.1-1
Uh L LI
0%
O'L
04 01O•
0001, Oti1c''
4P
h,
oy
,y0 / b 0 ,y0 31 0b ,y0 y0
h, 0 6 ti A'ti $;L
O. 'Y 3 0 ,y'L
y'L ,ta
6y ,y0
15 y,Yti
b$ A0
,ti0 AO aCo
yO,yP 100 �e
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group ■ MY5 % by Size Group
Glade Creek D-18 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 5 - Pool
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
60
56.1%
56%
0.062 - 0.125
7
6.5%
63%
0.125-0.25
10
9.3%
72%
0.25-0.5
10
9.3%
81%
0.5 - 1.0
0
0.0%
81%
1 -2
0
0.0%
81%
2 - 4
0
0.0%
81%
4 - 8
1
0.9%
82%
8-16
1
0.9%
83%
16-32
0
0.0%
83%
32-64
5
4.7%
88%
64-128
10
9.3%
97%
128-256
2
1.9%
99%
256-512
1
0.9%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
107
100%
1 100%
Summary Data
D50
0.062
D84
37
D95
110
Glade Creek D-19 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-20 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 5 - Pool
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
O
OG1 y1`' 0',Lh py
'1.0 'Ly Ory
O� 01
•y9 ,y 1 ti 0. O O ,L0 '''L 60 ti14 1yb
Oy (y tib 31 Oa 110
yti1 01"A
1y0 y11
5
Opo pA0 oov-
1b1 �o Oea`
y0 ,y0
t MYS Cumulative %
t MY2 Cumulative % —}-MY3 Cumulative % --f—MY4 Cumulative % f MY5 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 5 - Pool
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
05
04 01 O• h,
0001. Oti1c'' O,y
,y0,y0 31 0b ,y0 y0
h• ti 'L �' 4 6 ti A'ti iv
O. `L 3 0
y'L .ta
15 6y ti ,y0
y,Y
b$ A0
.ti0 AO aCo
yO,yP 100 0
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group ■ MY5 % by Size Group
Glade Creek D-20 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 6 - Riffle
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
7
6.6%
7%
0.062 - 0.125
0
0.0%
7%
0.125-0.25
0
0.0%
7%
0.25-0.5
0
0.0%
7%
0.5 - 1.0
0
0.0%
7%
1 - 2
27
25.5%
32%
2 - 4
0
0.0%
32%
4 - 8
4
3.8%
36%
8-16
12
11.3%
47%
16-32
12
11.3%
58%
32-64
22
20.8%
79%
64-128
13
12.3%
92%
128-256
9
8.5%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
106
100%
1 100%
Summary Data
D50
23
D84
75
D95
150
Glade Creek D-21 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-22 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 6 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
O
OG1 y1`' 0',Lh
� '1.0 'Ly
O� 01
Oy
Ory
•y9 ,y 1 ti 0. O O ,L0 '''L 60 ti14 1yb
Oy (y tib 31 Oa 110
yti1 01"A
1y0 y11
5
Oa4 pA0 oov-
1b1 �$A Oea`
y0 ,y0
t MYS Cumulative
%
t MY2 Cumulative % —}-MY3 Cumulative % --f—MY4 Cumulative % f MY5 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 6 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
J.
0%
�
O'L .yh �5
04 01 O•
0001. Oti1c''
05
h,
O,y
,y0 'L b 0 ,y0 31 0b ,y0 y0
h• ti 'L 0 6 ti A'ti $;L
O. 'Y 3 0 ,y'L
y'L .ta
6y ,y0
15 y,Yti
b$ A0
.ti0 AO aCo
yO,yP 100 �e
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group ■ MY5 % by Size Group
Glade Creek D-22 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 7 - Riffle
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
2
1.9%
2%
0.062 - 0.125
1
1.0%
3%
0.125-0.25
8
7.7%
11%
0.25-0.5
0
0.0%
11%
0.5 - 1.0
1
1.0%
12%
1 - 2
10
9.6%
21%
2 - 4
1
1.0%
22%
4 - 8
3
2.9%
25%
8-16
11
10.6%
36%
16-32
27
26.0%
62%
32-64
32
30.8%
92%
64-128
7
6.7%
99%
128-256
1
1.0%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
104
100%
1 100%
Summary Data
D50
23
D84
53
D95
75
Glade Creek D-23 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-24 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek - Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 7 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
OG1 y1`' 0',Lh
O� 01
py
•y9 ,y 1 ti 0. O,L0 '''L 60 ti14 1yb
(y tib 31 Oa 110
yti1 01"A
1y0 y11
5
Oa4 pA0 oov-
1b1 �$A Oea`
y0 ,y0
t MYS Cumulative
%
t MY2 Cumulative % MY3 Cumulative % --f— MY4 Cumulative % f MY5 Cumulative %
Glade Creek - Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 7 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
MINIM Ii
0%
�
O'L .yh �5
04 01 O•
0001. Oti1c''
05
h,
O,y
,y0 'L b 0 ,y0 31 0b ,y0 y0
h• 0 6 ti A'ti $;L
O. 'Y 3 0 ,y'L
y'L .ta
6y ,y0
15 y,Yti
b$ A0
.ti0 AO aCo
yO,yP 100 �e
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group IN MY5 % by Size Group
Glade Creek D-24 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross Section 8 - Riffle
Monitoring Year - 2015; MY5
Bed Surface Material
Particle Size Class mm
Number
%
Individual
%
Cumulative
0-0.062
2
1.9%
2%
0.062 - 0.125
0
0.0%
2%
0.125-0.25
1
0.9%
3%
0.25-0.5
0
0.0%
3%
0.5 - 1.0
3
2.8%
6%
1 - 2
11
10.3%
16%
2 - 4
0
0.0%
16%
4-8
3
2.8%
19%
8-16
18
16.8%
36%
16-32
20
18.7%
54%
32-64
36
33.6%
88%
64-128
11
10.3%
98%
128-256
2
1.9%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0.0%
100%
Total
107
100%
1 100%
Summary Data
D50
28
D84
60
D95
86
Glade Creek D-25 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Glade Creek D-26 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Glade Creek - Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 8 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
O
OGti y�5 O"h
O ti 0 by
O� 01
Oh
O•tih
, 'O y''L •t; 0. pi
Oy oy tib 3ti Oa 1ti0
�y0 y�y
5
'Lby D$p Oeac
y0 ,10
t MYS Cumulative
%
t MY2 Cumulative % MY3 Cumulative % --f— MY4 Cumulative % f MY5 Cumulative %
Glade Creek - Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 8 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
.110—
IN—
I I milli -I .-.1. 11
0%
O
0tih O•y5
C3C
ry 11may.
OOrq oy
Oy
OP
'v° .yti .ib AO 10 '��" O� yti0 •ySrO
Op 0 ,yra' •5'l • bA' y14i
htiti O'La
ryy6 �ry;1
h
Ob$ 09d pL
��%ti �$p 0ea`
,�0 •y0
■ MYS %by Size Group ■ MY2 %by Size Group ■ MY3 %by Size Group ■ MY4 %by Size Group IN MY5 % by Size Group
Glade Creek D-26 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
- Information unavailable.
N/A - Item does not apply.
Non -Applicable.
Glade Creek D-27 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Table 10a. Baseline Stream Data Summary
Glade Creek / Project No. 854 - Glade Creek 2,558 feet
Parameter
Regional Curve
Pre -Existing Condition
Reference Reach Data
Design
Monitoring Baseline
Dimension & Substrate -Riffle
LL UL Eq. Min Mean Med Max SD
N Min Mean Med Max SD N
Min Mean Max
Min Mean Med Max
SD
N
Bankfull Width (ft)
44.7
30.7
34.0
35.2
43.2
44.9 47.7
5.9
4
Floodprone Width (ft)
45
70
>76
68.8
89.1
89.0 109.4 22.5
4
Bankfall Mean Depth (ft)
1.41
1.90
1.56
0.9
1.2
1.2 1.3
0.2
4
Bankfull Max Depth (ft)
2.3
2.5
2.2
1.7
1.8
1.9 1.9
0.1
4
Bankfull Cross Sectional Area ft2
63.0
57.4
53.0
41.6
49.1
46.3 62.2
9.1
4
Width/Depth Ratio
31.7
16.4
22.0
27.6
39.0
36.9 62.2
11.3
4
Entrenchment Ratio
6.0
2.3
>2.2
1.5
2.1
2.2 2.6
0.5
4
Bank Height Ratio
1.2
3.0
1.0
1.0
1.0
1.0
1.0 1.0
0.0
4
Profile
Riffle Length (ft)
-
-
-
-
14.6
35.3
31.8 54.9
13.1
18
Riffle Slope (ft/ft)
0.002 0.011 0.010 0.025 0.006
18
Pool Length (ft)
7.2
41.7
44.6 74.9
22.8
30
Pool Max Depth (ft)
5.7 -
3.1
4.4
-
3.2
4.1
4.1 5.6
0.7
31
Pool Spacing (ft)
110
- 228
7 - 224
91
-
155
10.7
84.5
98.5 162.51
51.0
29
Pattern
Channel Belt Width (ft)
77
184
8 90 - 104
55
134
59.3
76.7
74.5 92.1
11.22
12
Radius of Curvature (ft)
34
118
8 76 135
53
172
41.7
57.9
50.3 101.0 17.80
15
Re: Bankfull Width (ft/ft)
-
-
- - -
-
-
-
-
- -
-
-
Meander Wavelength (ft)
66
403
10 - 350 -
136
261
163.9 223.6 230.7 259.1 28.34
13
Meander Width Ratio
3.6
18.7
- 2.9 - 3.4
1.6
4.0
1.6
1.8
1.7 2.1
0.26
4
Transport Parameters
Reach Shear Stress (Competency) lb/ft2
0.41
0.39
0.36
Max Part Size (mm) Mobilized at Bankfulll
-
t0
21
Stream Power (Transport Capacity) W/mZ
Additional Reach Parameters
Rosgen Classification
CE4/F4/G4
C4
C4
C
Bankfull Velocity (fps)
3.3
N/A
3.8
Bankfull Discharge (cfs)
267-352
200
375
200
Valley Length (ft)
2,180
-
2,180
Channel Thalweg Length (ft)
2,569
-
2,555
2,558
Sinuosity
1.18
1.10
1.17
1.17
Water Surface Slope (Channel) (ft/ft)
-
-
-
0.0055
Bank uH Slope (ft/ft)
0.005
0.014
0.004
0.0050
Bankfull Floodplain Area (acres)
-
-
-
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
- Information unavailable.
N/A - Item does not apply.
Non -Applicable.
Glade Creek D-27 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
- Information unavailable.
N/A - Item does not apply.
Non -Applicable.
Glade Creek D-28 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5
Table 10a. Baseline Stream Data Summary
Glade Creek / Project No. 854 - Unnamed Tributary 265 feet
Parameter
Regional Curve
Pre -Existing Condition
Reference Reach Data
Design
Monitoring Baseline
Dimension & Substrate -Riffle
LL UL Ey. Min Mean Med Max SD
N Min Mean Med Max SD N
Min Mean Max
Min Mean Med Max
SD
N
Bankfull Width (ft)
-
12.6
30.7
12.0
17.3
18.1
18.1 18.9
N/A
2
Floodprone Width (ft)
13
- 25
70
>44
33.5
37.7
37.7 41.8
N/A
2
Bankfull Mean Depth (ft)
-
0.8
1.9
0.7
0.7
0.8
0.8 0.8
N/A
2
Bankfull Max Depth (ft)
1.0
2.5
1.0
1.2
1.3
1.3 1.3
N/A
2
Bankfull Cross Sectional Area (ft)
9.9
57.4
8.2
12.7
13.0
13.0 13.2
N/A
2
Width/Depth Ratio
16.0 1 - 1
16.4
18.0
22.7
25.5
25.5 28.3
N/A
2
Entrenchment Ratio
1. I
- I 1 2.0
2.3
>2.2
1.9
2.1
2.1 2.2
N/A
2
Bank Height Ratio
>_2.0
LO
1.0
1.0
1.0
1.0 1.0
N/A
2
Profile
Riffle Length (ft)
5.8
10.3
10.3 14.6
4.0
6
Riffle Slope (ft/ft)
0.001 0.017 0.015 0.034 0.011
6
Pool Length (ft)
3.6
13.3
10.8 29.5
8.5
9
Pool Max Depth (ft)
3.5
- 3.1
2.2
-
1.8
2.7
2.6 3.4
0.5
7
Pool Spacing (ft)
- -
- 224
31
-
56
5.5
34.1
31.5 59.8
20.8
7
Pattern
Channel Belt Width (ft)
57
79
7 90 - 104
30
45
28.6
34.3
36.1 37.1
3.51
5
Radius of Curvature (ft)
17
71
10 76 35
27
33
17.1
19.8
19.5 22.5
2.21
5
Rc: Bankfull Width ft/ft)
-
-
- - -
-
-
-
-
- -
-
-
Meander Wavelength (ft)
66
93
6 - 350 -
75
84
66.4
77.7
82.7 83.9
9.78
3
Meander Width Ratio
4.5
6.3
2.9 - 3.4
2.5
3.8
1.9
2.0
2.0 2.1
N/A
2.0
Transport Parameters
Reach Shear Stress (Competency) lb/ft2
0.52
0.17
0.30
Max Part Size (mm) Mobilized at Bankfull
15
3
65
Stream Power (Transport Capacity) W/m2
-
Additional Reach Parameters
Rosgen Classification
C4
C4
C4
C
Bankfull Velocity (fps)
-
2
N/A
2.4
Bankfull Discharge (cfs)
76 -98
20
375
20
Valley Length (ft)
175
-
226
Channel Thalweg Length (ft)
300
-
275
264
Sinuosity
1.71
1.10
1.22
1.17
Water Surface Slope (ft/ft)
-
-
-
0.0064
Bankfull Slope (ft/ft)
0.011
0.014
0.006
0.0058
Bankfull Floodplain Area (acres)
-
-
-
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
- Information unavailable.
N/A - Item does not apply.
Non -Applicable.
Glade Creek D-28 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
- Information unavailable.
Non -Applicable.
Table 10b. Baseline Stream Data Summary
(Substrate, Bed, Bank, and Hydrologic Containment Parameter Distributions)
Glade Creek / Project No. 854 - Dye Branch -Downstream 265 feet
Table 10b. Baseline Stream Data Summary
(Substrate, Bed, Bank, and Hydrologic Containment Parameter Distributions)
Glade Creek / Project No. 854 - Glade Creek 2 558 feet
Parameter
Pre -Existing Condition Reference Reach Data Design Monitoring Baseline
Ri%/Ru%/P%/G%/S% -
- - - - - - - - - - -
- - - - - 25% 9% 49% 16% 2%
SC% /Sa%/G%/C%/B% /Be% -
- - - - - - - - - - -
d16 / D35 / d50 / d84 / d95 / dip / di'p (mm) 0.136
0.87 12.5 114 - - - 0.17 29 58 180 300 - -
Entrenchment Class
<1.5/1.5-1.99/2-4.9/5.0-9.9/>10 -
- - - - - - - - -
Incision Class
<1.2/1.2-1.49/1.5-1.99/>2.0 -
- - - - - - -
Incision Class
<1.2/1.2-1.49/1.5-1.99/>2.0 - - - - - - - -
- Information unavailable.
Non -Applicable.
Table 10b. Baseline Stream Data Summary
(Substrate, Bed, Bank, and Hydrologic Containment Parameter Distributions)
Glade Creek / Project No. 854 - Dye Branch -Downstream 265 feet
Parameter Pre -Existing Condition Reference Reach Data Design Monitoring Baseline
Ri%/Ru%/P%/G%/S% - - - - - - - - - - - -
- - -
- - 24%
11% 47% 16% 2%
SC%/Sa%/G%/C%/B%/Be% - - - - - - - - - - - -
dl6 / D35 / d50 / d84 / d95 / diP / di' (mm) 0.3 11 27 85 115.0 - - 0.17 29 58 180 300 - -
Entrenchment Class
<1.5/1.5-1.99/2-4.9/5.0-9.9/>10 - - - - - - - - - -
Incision Class
<1.2/1.2-1.49/1.5-1.99/>2.0 - - - - - - - -
- Information unavailable.
N/A - Item does not annlv.
Non -Applicable.
Glade Creek D-29 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Stream Survey Data
Table Ila. Baseline Morphology & Hydraulic Monitoring Summary
Glade Creek / Project No. 854 - Glade Creek (2,558 feet)
Cross -Section 1
Riffle
Cross -Section 2
Pool
Cross -Section 3
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5 Base
MY1
MY2
MY3
MY4
MY5 Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used 2,613 2,613
2,613
2,613
2,613 2,613 2,612 2,612
2,612
2,612
2,612 2,612 2,611 2,611
2,611
2,611
2,611 2,611
Bankfull Width (ft)
47.7
48.8
51.3
45.3
38.1
32.5
50.4
49.3
49.1
46.7
39.0
36.4
47.6
47.6
47.6
46.5
46.1
40.7
Floodprone Width (ft) 109.0
109.4
109.4
109.4
109.4 109.4
69.1
69.1
69.1
69.1
69.1
68.9
70.4
70.4
70.4
70.4
70.4
70.4
Bankfull Mean Depth (ft)
0.9 1
0.9
0.9
0.9
1.1
1.1
1.6
1.7
1.7
1.7
2.0
1.9
1.3
1.3
1.3
1.3
1.3
1.3
Bankfull Max Depth (ft)
1.9
1.9
1.9
1.8
1.9
1.8
3.0
3.3
3.3
3.2
3.5
3.5
1.9
1.9
1.9
2.0
2.1
2.2
Bankfull Cross Sectional Area(ft Z
41.6
45.6
45.9
42.4
41.0
35.7
78.3
83.0
83.6
78.1
77.8
69.1
62.2
64.1
63.9
59.5
60.5
54.4
Bankfull Width/Depth Ratio
54.7
52.2
57.4
48.4
35.3
29.7
32.5
29.3
28.9
27.9
19.6
19.2
36.5
35.3
35.5
36.3
35.1
30.4
Bankfull Entrenchment Ratio
2.3
2.2
2.1
2.4
2.9
3.4
1.4
1.4
1.4
1.5
1.9
1.9
1.5
1.5
1.5
1.5
1.5
1.7
Bankfull Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
1.2
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
Cross Sectional Area between End Pins ftZ
41.8
45.6
45.9
48.4
41.0
35.7
78.3
83.0
83.6
78.1
77.8
69.1
62.2
64.1
63.9
59.5
60.5
54.4
d50 (mm)
N/A
47
33
33
35
17
N/A
7.3
1.7
1.1
0.3
1.8
N/A
45
22
40
41
42
Cross -Section 4
Riffle
Cross -Section 5
Pool
Cross -Section 6
Riffle
Dimension
Base
MYl
MY2
MY3
MY4
MY5 Base
MY1
MY2
MY3
MY4
MY5 Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used 2,607 2,607
2,607
2,607
2,607 2,607 2,606 2,606
2,606
2,606
2,606 2,606 2,605 2,605
2,605
2,605
2,605 2,605
Bankfull Width (ft)
35.2
36.3
34.9
34.8
33.5
32.8
53.2
51.5
51.9
44.4
34.6
33.6
42.1
42.9
42.4
37.4
34.9
28.6
Floodprone Width (ft)
68.8
68.8
68.8
68.8
68.8
68.8
117.9 117.9
117.9
117.9
117.9 117.9 107.6 107.6
107.6
107.6
107.6 107.6
Bankfull Mean Depth (ft)
1.3
1.3
1.4
1.3
1.6
1.5
1.3
1.5
1.4
1.6
2.0
2.0
1.1
1.1
1.1
1.2
1.3
1.5
Bankfull Max Depth (ft)
1.7
1.9
1.9
1.9
2.9
2.8
3.7
4.1
4.0
3.9
4.1
4.4
1.8
1.9
1.9
2.0
2.4
2.4
Bankfull Cross Sectional Area ft2
44.9
46.9
47.5
46.1
50.3
49.4
68.7
75.0
74.1
72.1
68.3
67.8
47.7
49.0
48.4
44.1
45.9
43.8
Bankfull Width/Depth Ratio
27.6
28.1
25.6
26.3
22.3
21.8
41.1
35.3
36.3
27.3
17.5
16.6
37.2
37.5
37.1
31.7
26.5
18.6
Bankfull Entrenchment Ratio
2.0
1.9
2.0
2.0
2.1
2.1
1 2.2
2.3
1 2.3
2.7
3.4
3.5
2.6
2.5
2.5
2.9
3.1
3.8
Bankfull Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
1.2
1.0
1.0
1.0
1.0
1 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.1
Cross Sectional Area between End Pins ftz
44.9
46.9
47.5
46.1
50.3
49.4
68.7
75.0
74.1
72.1
68.3
67.8
47.7
49.0
48.4
44.1
45.9
43.8
d50 (mm)
N/A
47
14
38
50
16
N/A
8
1.4
0.062
10.062 0.062
N/A
44
18
51
43
23
N/A - Item does not apply.
Glade Creek D-30 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D
Table 11a. Baseline Morphology & Hydraulic Monitoring Summary
Glade Creek / Project No. 854 - Unnamed Tributary (264 feet)
Cross -Section 7
Riffle
Cross -Section 8
Riffle
Dimension
Base
MYl MY2 MY3 MY4
MY5 Base
MY1 MY2
MY3
MY4
MY5
Record Elevation (datum) Used 2,604 2,604 2,604 2,604 2,604 2,604 2,602 2,602 2,602 2,602 2,602 2,602
Bankfull Width (ft)
17.3
17.5 17.7 16.9 16.0
15.3 18.9
19.1 18.1
18.5
17.8
12.4
Floodprone Width (ft)
33.5
33.5 33.5 33.5 33.5
33.5 41.8
41.8 41.8
41.8
41.8
41.8
Bankfull Mean Depth (ft)
0.8
0.7 0.8 0.7 0.7
0.7 0.7
0.7 0.7
0.7
0.7
0.8
Bankfull Max Depth (ft)
1.3
1.2 1.2 1.2 1.2
1.2 1.2
1.2 1.2
1.1
1.2
1.1
Bankfull Cross Sectional Area ftZ
13.2
13.0 13.4 12.4 12.0
10.6 12.7
13.0 12.2
12.1
11.7
10.2
Bankfull Width/Depth Ratio
22.7
23.6 23.4 23.1 21.4
21.8 28.3
28.1 27.0
28.4
26.9
15.2
Bankfull Entrenchment Ratio
1.9
1.9 1.9 2.0 2.1
2.2 2.2
2.2 2.3L2.
2.4
3.4
Bankf ill Bank Height Ratio
1.0
1.0 1.0 1.0 1.0
1.3 1.0
1.0 1.0
1.0
1.3
Cross Sectional Area between End Pins ft2
13.2
13.0 13.4 12.4 12.0
10.6 12.7
13.0 12.2
11.7
10.2
d50 (mm)
N/A
33 16 28 25
23 N/A
38 6
41
28
N/A - Item does not apply.
Stream Survey Data
Glade Creek D-31 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D Stream Survey Data
N/A - Information does not apply.
Ri= Riffle /Ru= Run /P= Pool /G= Glide /S=Step
SC = Silt -Clay / SA = Sand / G = Gravel / C = Cobble / B = Boulder / Be = Bedrock
*Percentages based on riffle and pool pebble counts.
Glade Creek D-32 Equinox.
Project No. 854 December 2015
Monitoring Year 5 of 5
Table i lb. Monitoring Data - Stream Reach Data Summary
Glade Creek / Project No. 854 - Glade Creek 2,558 feet
Parameter
Baseline
MY -1
MY -2
MY -3
MY -4
MY -5
Dimension & 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 11)
35.2
43.2
44.9 47.7
5.91
4
36.3
43.9
45.3 48.8
5.67
4
34.9
44.1
45.0 51.3
7.11
4
34.8
41.0
41.4 46.5
5.78
4
33.50
38.15
36.50 46.10
5.64
4
28.6
33.7
32.7 40.7
5.07
4
Floodprone Width (ft)
68.8
89.1
89.0 109.4
22.48
4
68.8
89.1
89.0 109.4
22.48
4
68.8
89.1
89.2 109.0
22.47
4
68.8
89.1
89.0 109.4
22.48
4
68.80
89.05
89.00 109.40
22.48
4
68.8
89.1
89.0 109.4
22.48
4
Bankfull Mean Depth (ft)
0.9
1.2
1.2 1.3
0.19
4
0.9
1.2
1.2 1.3
0.19
4
0.9
1.2
1.2 1.4
0.22
4
0.9
1.2
1.3 1.3
0.19
4
1.10
1.40
1.45 1.60
0.24
4
1.1
1.4
1.4 1.5
0.19
4
Bankfull Max Depth ft
1.7
1.8
1.9 1.9
0.10
4
1.9
1.9
1.9 1.9
0.00
4
1.9
1.9
1.9 1.9
0.00
4
1.8
1.9
2.0 2.0
0.10
4
1.90
2.33
2.25 2.90
0.43
4
1.8
2.3
2.3 2.8
0.42
4
Bankfull Cross -Sectional Area (ft2)
41.6
49.1
46.3 62.2
9.08
4
45.6
51.4
48.0 64.1
8.58
4
45.9
51.4
48.0 63.9
8.38
4
42.4
48.0
45.1 59.5
7.80
4
41.00
49.43 1
48.10 60.50
8.30
4
35.7
45.8
46.6 54.4
8.02
4
Width/Depth Ratio
27.6
39.0 1
36.9 1 54.7
1 11.34 1
4
28.1
1 38.3 1
36.4 1 52.2 1
10.11
1 4
1 25.6
1 38.9
1 36.3 1 57.4 1
13.34 1
4
26.3
35.7
34.0 48.4
9.42
4
22.30
29.80
30.80 35.30
6.47
4
18.6
25.1
25.8 30.4
5.84
4
Entrenchment Ratio
1.5
2.1
2.2 2.6
0.47
4
1.5
2.0
2.1 2.5
0.43
4
1.5
2.0
2.1 2.5
0.41
4
1.5
2.2
2.2 2.9
0.59
4
1.50
2.40
2.50 3.10
0.74
4
1.7
2.8
2.8 3.8
1.01
4
Bank Height Ratio
1.0
1.0
1.0 1.0
0.00
4
1.0
1.0
1.0 1.0
0.00
4
1.0
1.0
1.0 1.0
0.00
4
0.0
0.8
1.0 1.0
0.50
4
1.00
1.00
1.00 1.00
0.00
4
1 1.0
1.1
1.2 1.2
0.00
4
Prof i I e
Riffle Length (ft)
14.6
35.3
31.8 54.9
13.12
18
11.0
30.2
25.4 58.0
14.94
19
8.3
27.4
23.5 52.3
14.7
18
13.2
30.4
28.1 57.2
15.1
19
7.1
47.4
43.0 97.9
21.7
16
12.6
47.0
47.5 75.4
15.4
16
Riffle Slope ft/ft
0.002
0.011
0.010 0.025
0.006
18
0.002
0.010
0.010 0.020
0.005
19
0.002
0.011
0.012 0.020
0.005
18
0.001
0.010
0.010 0.023
0.006
19
0.001
0.011
0.010 0.024
0.008
16
0.001
0.010
0.010 0.021MO.O07
16
Pool Length (ft)
7.2
41.7
44.6 74.9
22.75
30
7.7
40.2
43.1 76.8
23.59
30
7.8
41.1
44.8 76.3
23.6
30
6.7
42.2
44.3 90.7
25.0
30
6.4
39.4
32.7 104.5
27.4
28
5.7
45.9
43.3 131.5
27
Pool Max Depth (ft)
3.2
4.1
4.1 5.6
0.65
31
2.8
4.0
3.9 5.4
0.65
30
2.5
3.7
3.6 4.9
0.6
30
2.7
3.9
3.9 5.2
0.7
30
2.9
4.2
4.2 5.6
0.7
28
2.8
4.1
4.1 5.527
PoolSpacing(ft)
10.7
84.5
98.5 162.5
51.03
29
9.3
84.2
81.2 155.4
53.03
29
11.3
84.4
84.8 170.3
53.3
29
9.8
81.2
91.9 172.6
54.1
30
8.1
91.4
98.3 213.1
63.7
27
7.0
94.5
99.5 2560
26
Pattern
Channel Belt Width ft)
59.3
76.7
74.5 92.1
11.22
12
Radius of Curvature (ft)
41.7
57.9
50.3 101.0
17.81
15
Rc: Bankfull Width (ft/ft)
0.84
0.92
0.92 1.00
N/A
2
Meander Wavelength (ft)
163.9
223.6
230.7 259.1
28.34
13
Meander Width Ratio
1.6
1.8
1.7 2.1
0.26
4
Additional Reach Parameters
Rosgen Classification
C
C4
C4
C4
C4
C4
Channel Thalweg Length (ft)
2,548
2,558
2,555
2,556
2,556
2,558
Sinuosity (ft)
1.17
1.18
1.18
1.18
1.18
1.18
Water Surface Slope (Channel) (ft/ft)
0.0055
0.0054
0.0053
0.0053
0.0054
0.0054
Bankfull Slope (ft/ft)
0.0050
0.0050
0.0052
0.0054
0.0055
0.0054
Ri% /Ru% /P% /G% /S%
25%
9%
49% 16%
2%
23%
12%
48% 15%
2%
20%
11%
49% 170
3%
23%
12%
50% 12%
3%
30%
11%
44% 12%
3%
30%
9%
49% 9%
2%
SC% / SA% / G% / C% / B% / Be%*
1%
14%
65% 20%
<1%
0%
10%
24%
47% 19%
0%
0%
9%
23%
50% 17%
0%
0%
19%
9%
52% 19%
0%
0%
13%
24%
47% 16%
0%
0%
d16 / d35 / d50 / d84 / d95 (mm)
0.504
7.25
21.75 78.25
125
13.2
27.5
40.5 72.75
108.3
18.5
32.5
42.25 78.75
125
18.5
32.5
42.25 78.75
125
% of Reach with Eroding Banks
0%
0%
0%
0%
0%
1%
Channel Stability or Habitat Metric I
N/A
N/A
N/A
N/A
N/A
N/A
Biological or Other I
N/A
N/A
N/A
N/A
N/A
N/A
N/A - Information does not apply.
Ri= Riffle /Ru= Run /P= Pool /G= Glide /S=Step
SC = Silt -Clay / SA = Sand / G = Gravel / C = Cobble / B = Boulder / Be = Bedrock
*Percentages based on riffle and pool pebble counts.
Glade Creek D-32 Equinox.
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix D Stream Survey Data
N/A - Information does not apply.
Ri= Riffle /Ru= Run /P= Pool /G= Glide /S=Step
SC = Silt -Clay / SA = Sand / G = Gravel / C = Cobble / B = Boulder / Be = Bedrock
*Percentages based on riffle and pool pebble counts.
Glade Creek D-32 Equinox.
Project No. 854 December 2015
Monitoring Year 5 of 5
Table 11b. Monitoring Data - Stream Reach Data Summary
Glade Creek / Project No. 854 - Unnamed Tributary 265 feet
Parameter
Baseline
MY -1
MY -2
MY -3
MY- 4
MY- 5
Dimension & 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)
17.3
18.1
18.1 18.9
N/A
2
17.5
18.3
18.3 19.1
N/A
2
17.7
17.9
17.9 18.1
N/A
2
16.9
17.7
17.7 18.5
N/A
2
16.0
16.9
16.9 17.8
N/A
2
12.4
13.9
13.9 15.3
N/A
2
Floodprone Width (ft)
33.5
37.7
37.7 41.8
N/A
2
33.5
37.7
37.7 41.8
N/A
2
33.5
37.7
37.7 41.8
N/A
2
33.5
37.7
37.7 41.8
N/A
2
33.5
37.7
37.7 41.8
N/A
2
0.7
20.1
17.8 41.8
N/A
2
Bankfull Mean Depth (ft)
0.7
0.8
0.8 0.8
N/A
2
0.7
0.7
0.7 0.7
N/A
2
0.7
0.8
0.8 0.8
N/A
2
0.7
0.7
0.7 0.7
N/A
2
0.7
0.7
0.7 0.7
N/A
2
0.7
0.8
0.8 0.8
N/A
2
Bankfull Max Depth (ft)
1.2
1.3
1.3 1.3
N/A
2
1 1.2
1.2
1.2 1.2
N/A
2
1.2
1.2
1.2 1.2
N/A
2
1.1
1.2
1.2 1.2
N/A
2 1
1.2
1.2
1.2 1.2
N/A
2
1.1
1.2
1.2 1.2
N/A
2
Bankfull Cross -Sectional Area (ft 2)
12.7
13.0 1
13.0 1 13.2
1 N/A
2
13.0
13.0 1
13.0 1 13.0
1 N/A 1
2
12.2
1 12.8
1 12.8 1 13.4
1 N/A 1
2
12.1
12.3
12.3 12.4
N/A
2
11.7
11.9
11.9 12.0
N/A
2
10.2
1 10.4 1
10.4 10.6
N/A
2
Width/Depth Ratio
22.7
25.5
25.5 28.3
N/A
2
23.6
25.9
25.9 28.1
N/A
2
23.4
25.2
25.2 27.0
N/A
2
23.1
1 25.8 1
25.8 1 28.4 1
N/A
2
21.4
24.2 1
24.2 1 26.9
1 N/A 1
2
15.2
18.5
18.5 1 21.8
1 N/A
2
Entrenchment Ratio
1.9
2.1
2.1 2.2
N/A
2
1.9
2.1
2.1 2.2
N/A
2
1.9
2.1
2.1 2.3
N/A
2
2.0
2.2
2.2 2.3
N/A
2
2.1
2.3
2.3 2.4
N/A
2
2.2
2.7
2.7 3.1
N/A
2
Bank Height Ratio
1.0
1.0
1.0 1.0
N/A
2
1.0
1.0
1.0 1.0
N/A
2
1.0
1.0
1.0 1.0
N/A
2
1.0
1.0
1.0 1.0
N/A
2
1.0
1.0
1.0 1.0
N/A
2
1.3
1.3
1.3 1.3
N/A
2
Profile
Riffle Length (ft)
5.8
10.3
10.3 14.6
4.0
6
3.6
10.1
10.5 16.0
4.9
6
6.18
11.1
10.1 19.2
4.4
6
3.2
10.5
11.8 19.1
6.0
6
7.5
12.3
12.2 15.6
3.1
5
9.5
14.4
15.2 20.8
4.8
5
Riffle Slope (11/11)
0.001
0.017
0.015 0.034
0.011
6
0.001
0.013
0.011 0.024
0.009
6
0.003
0.013
0.016 0.021
0.008
6
0.002
0.012
0.009 0.031
0.011
6
0.004
0.010
0.011 0.014
0.004
5
0.007
0.017
0.011 0.034
0.012
5
Pool Length (ft)
3.6
13.3
10.8 29.5
8.5
9
3.2
13.4
14.1 26.8
7.8
9
3.1
12.2
12.5 26.8
7.2
9
2.4
12.7
13.1 25.8
7.8
9
2.9
13.7
13.8 27.7
7.9
9
4.5
12.7
10.1 24.5
6.6
9
Pool Max Depth (ft)
1.8
2.7
2.6 3.4
0.5
7
2.1
2.7
2.6 3.3
0.4
6
2.2
2.6
2.5 2.9
0.3
6
1.8
2.6
2.7 3.3
0.5
8
2.0
2.8
2.9 3.6
0.5
8
2.1
2.6
2.4 3.5
0.5
8
Pool Spacing (ft),
5.5
34.1
31.5 59.8
20.8
7
5.3
30.7
35.2 54.6
17.4
8
5.1
30.2
31.5 57.3
17.8
8
6.6
31.0
31.0 53.4
16.3
8
6.6
30.5
30.8 51.9
16.1
8
3.5
29.8
29.9 53.8
17.2
8
Pattern
Channel Belt Width (ft)
28.6
34.3
36.1 37.1
3.5
5
Radius of Curvature (ft)
17.1
19.8
19.5 22.5
2.2
5
Rc: Bankfull Width (ft/ft)
N/A
N/A
N/A N/A
N/A
N/A
Meander Wavelength (ft)
66.4
77.7
82.7 83.9
9.8
3
Meander Width Ratio
1.9
2.0
2.0 2.1
N/A
N/A
Additional Reach Parameters
Rosgen Classification
C
C4
C4
C4
C4
C4
Channel Thalweg Length (ft)
263
264
264
269
271
270
Sinuosity (ft)
1.17
1.18
1.18
1.20
1.20
1.2
Water Surface Slope (Channel) (ft/ft)
0.0064
0.0068
0.0068
0.0051
0.0071
0.0082
Bankfull Slope (ft/ft)
0.0058
0.0066
0.0066
0.0065
0.0051
0.0071
Ri% /Ru% /P% /G% /S%
24%
11%
47% 16%
2%
24%
15%
47% 12%
2%
26%
14%
43% 150
3%
25%
14%
46% 12%
2%
24%
14%
48% 13%
2%
29%
14%
45% 11%
1%
SC% / SA% / G% / C% / B% / Be%*
0%
8%
81%
0%
7%
29%
48% 16%
0% 1
0%
3.4%120.0%160.6%
15.5%
0.5%
0.0%
1%
11%
67% 20%
1%
0%
2%
16%
72% 10%
00
0%
d16 / d35 / d50 / d84 / d95 (mm)
0.215
3.05
11.0 65.0
114.01
9.151
22.01
31.5 66.01
107.0
5.1
21.5
33.0 70.0
103.0
5.1
21.5
33.0 70.0
1 103.0
% of Reach with Eroding Banks
0%
0%
0%
0%
3%
3%
Channel Stability or Habitat Metric I
N/A
N/A
N/A
N/A
N/A
N/A
Biological or Other I
N/A
N/A
N/A
N/A
N/A
N/A
N/A - Information does not apply.
Ri= Riffle /Ru= Run /P= Pool /G= Glide /S=Step
SC = Silt -Clay / SA = Sand / G = Gravel / C = Cobble / B = Boulder / Be = Bedrock
*Percentages based on riffle and pool pebble counts.
Glade Creek D-32 Equinox.
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix E
Hydrologic Data

Appendix E
Hydrological Data
Table 13. Frequency of events greater than 18.59 feet at the
Little River gauge near Sparta
Glade Creek/ Project No. 854
Table 12. Verification ofBankfull Events
Fre que ncy of Eve nts > 18.59 ft
2011
Glade Creek / Project No. 854
2012
1
2013
3
Feet Above
0
2015
0
Average
Average
Date of Collection Date of Occurrence
Method
Bankfull
Elevation
3/25/2013
1/18/2013
Crest gauge & wrack lines
1.7
10/31/2013
Unknown
Wrack Lines
NA
7/15/2014
Unknown
Crest gauge
0.26
11/19/2015
11/18/2015
Crest gauge & wrack lines
1.8
Table 13. Frequency of events greater than 18.59 feet at the
Little River gauge near Sparta
Glade Creek/ Project No. 854
Ye ar
Fre que ncy of Eve nts > 18.59 ft
2011
5
2012
1
2013
3
2014
0
2015
0
Grand Total 9
Glade Creek E1 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5

Appendix E
Plot of stage (feet) at the North Carolina Flood Warning Program gauge at Little River near Sparta
Hydrological Data
45
40
35
30
25
w
d
w
a
e090 20
N
15
10
5
0
3/31/2011 10/17/2011 5/4/2012 11/20/2012 6/8/2013 12/25/2013 7/13/2014 1/29/2015 8/17/2015 3/4/2016
Date
Glade Creek E2 Equinox
Project No. 854 December 2015
Monitoring Year 5 of 5