20072133 Ver 1_Year 3 Monitoring Report_20140808

Glade Creek
Stream Restoration
NCEEP Project Number: 854
Monitoring Contract Number: D08033S
Monitoring Year 3
2013 Final Report
Submitted to
North Carolina Ecosystem Enhancement Program
North Carolina Department of Environment and Natural Resources
November 2013
E6,ancemO eni
PROGRAM
1652 Mail Service Center
Raleigh, NC 27699

Monitoring Firm
EQUINOX
ENVIRONMENTAL
CONSULTATION & DESIGN
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Phone: 828 - 253 -6856
Project Contact: Hunter Terrell
Email: Hunter @equinoxenvironmental.com

Glade Creek Stream Restoration
2013 Monitoring Report (MY 3)
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 1 la. Monitoring Data — Dimensional Morphology Summary (Dimensional
Parameters — Cross - Sections)
Table 1 lb. Monitoring Data — Stream Reach Data Summary
Appendix D. Hydrological Data
Table 12. Verification of Bankfull Events
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 three (MY3) vegetation plot data revealed the average planted stem density
to be 505 stems /acre; meeting the 320 stems /acre minimum density criterion that must be
achieved by the end of MY3. Stem densities were found to have declined by approximately 7%
from the previous year due to dead or missing stems. Additionally, 16 isolated patches of high
threat invasive plants are distributed throughout the project area. Multiflora rose Rosa multiflora
and oriental bittersweet Celastrus orbiculatus are the most dominant species present, while
secondary species found included Japanese honeysuckle Lonicera japonica, Japanese barberry
Berberis thunbergii, and Japanese spiraea Spiraea japonica. EEP has initiated treatment of these
invasive plants in fall of 2013 and are scheduled to be treated in spring and summer of 2014.
Stream longitudinal profiles remained stable between monitoring years. While three areas of bed
aggradation were present, no other areas of significant instability in the stream channel were
identified. Two bankfull events were documented in MY3. One bankfull event, measuring 1.7
feet above bankfull, was documented using crest gauge height. Using precipitation data, the date
of occurrence was determined to be 1/18/2013. Another event, documented using wrack lines,
occurred sometime between 6/19/2013 - 10/30/2013.
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
EEP's website (NCEEP 2007). All raw data supporting tables and figures in the appendices are
available from EEP upon request.
Glade Creek Final 1 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

2.0 Methodology
The stream monitoring methodologies utilized in MY3 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 Final 2 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 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 Final 3 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix A
Project Vicinity Map and Background Tables

,. s `�•C+'Q;f` !i'� t `.. - X ! ti Q • - j / The subject project site is an environmental restoration site of
\ 1 4• J ,�,,, the NCDENR Ecosystem Enhancement Program (NCEEP) and is
p ♦ 1 ! r / , encompassed by a recorded conservation easement, but is
gas ,+ \ r ,,✓ 't� a'1� t��� �` '_ ' //(j bordered by land under private ownership. Accessing the site
may require traversing areas near or along the easement
bound
ary and therefor access by the general public is not
�'' V• a�J'4/�/ �� ��� \'vim / i / \ �' permitted. Access by authorized personnel of state and federal
' - i f ' �8� -� `�`� I� I u w J'�f "•' -: agencies or their designees /contractors involved in the
1 - �-- development, . oversight and stewardship of the restoration site is
/ I �.I permitted within the terms and timeframes of their defined roles.
`� _± •` iti� 1 �� Ty.�i� Any intended site visitation or activity by any person outside of
'"� these previously sanctioned roles and activities requires prior
' P t eq P
� `� f coordination with NCEEP.
ems, r
a
bm. l T
� q
y
l S j ! y�c` �.r'� �i, ��. \" °. �1���\ - �A�, has, ! '•,� \l4, t- L
v
a �
V i
It
I!/ I 4
^ti " - 21
yea ocmt �(
1J �
J A
�; r - �, r ; Glade Creek
v"1 �'�!� -' Stream Restoration Site
T
,ii�
rrls
rr X71._' /'
r
//%r!.�,� l�i�l�!1 ��'y � � � � 1 .f J l�om y F,J �i�!� /fit �� •v �� �li�v� ��a`A �• ����,.�j `r� y� �'
I
f%1 I
� /;��- r�l��- ��I //r��`� %�I% -I / ,� "t'��'� r='=� �1_ a•jlili�l1tl��'II ,�:�,�,�� tlyl� �\ ��� -` I� �'�`:-' -;rl �i� � _��'s` tE(:t¢t i' -
If
71
Wythe Floyd
Smyth County courtly
County Carroll
y Figure 1 - Vicinity Map `-
Gray n Glade Creek Petrick
Cou ty — Stream Restoration Site Courrty
Alleghany - - °' - - EQUINOX
Glade Creek 1N EF o 's � nt
A he Bury l llll 11 �V,,
County � �-� County c—ty ENVIRONMENTAL n� �/ •e e
County Q j�
Wilkas Stream Restoration Site PROGRAM
County
Yadkin County Forsyth County j� p C A
Directions: The project site is located in Alleghany County, Project NO. OJ4 �V 0 1,500 3,000 6,000
North Carolina, approximately 4 miles southeast of the town of Feet
Sparta. From the south and east, the site can be accessed by
exiting Interstate 77 North at the US 21 Bypass exit in Elkin. A 7,, �7
Proceed on US 21 towards Sparta for 23.1 miles to Dewitt Alleghany County, North Carolina. 7.5 Minute Series
Road. Turn left on Dewitt Road and travel 0.7 miles to the site Glade Valley Quadrangle
entrance on the left at 541 Dewitt Road.

Appendix A
Project Vicinity Map and Background Tables
Table la. Project Components
Glade Creek/ Pro "ect No. 854
Project
Riparian Wetland
(Ac)
Riparian
lac)
Upland
(ac)
Footage
BMP
Riverine
Non - Riverine
Existing
Restoration
Restoration
2,778*
Buffer
0.00
Component or
Feet /Acres
Level
Approach
or
Stationing
Acres
BMP Elements
Comment
Reach ID
Enhancement I
0
Acreage
Glade Creek
2,569 If
R
P2
2,513 If*
0+00-25+58
Unnamed Tributary
300 If
R
P2
2651f
0+00-2+65
Preservation
Downstream
0.00
0.26
HQ Preservation
0
Unnamed Tributary
0.00
0.00
0.00
Upstream
784 If
P
7841f
Not Established
0
0
0
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 - Applicable
Table lb. Component Summations
Glade Creek / Pro'ect No. 854
Restoration
Level
Stream
(if)
Riparian Wetland
(Ac)
Riparian
lac)
Upland
(ac)
Buffer
(ac)
BMP
Riverine
Non - Riverine
Restoration
2,778*
0.00
0.00
Enhancement
0.00
0.00
Enhancement I
0
Enhancement II
0
Creation
0.00
0.00
Preservation
784
0.00
0.26
HQ Preservation
0
0.00
0.00
0.00
0.00
Totals 3,562
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 Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 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
Year 5 Monitoring
N/A - Item does not apply.
Glade Creek Final A -3 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 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 (919) 518 -0313
Construction Contractor
Yadkin Valley Construction
2961 Old 60 Highway
Ronda, North Carolina 28670
Construction Contractor POC
Terry Benton (336) 984 -2219
Planting Contractor
Foggy Mountain Nursery
2251 Ed Little Road
Creston, North Carolina 28615
Planting Contractor POC
Glen Sullivan (336) 384 -5323
Seeding Contractor
Yadkin Valley Construction
2961 Old 60 Highway
Ronda, North Carolina 28670
Seeding Contractor POC
Terry Benton (336) 984 -2219
Seed M ix Sources
Hanes Geo
(336) 747 -1600
Nursery Stock Suppliers
Foggy Mountain Nursery
Glen Sullivan (336) 384 -5323
MonitorinL Performers (YO) - 2011
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Win Taylor (828) 253 -6856
Vegetation Monitoring POC
Win Taylor (828) 253 -6856
MonitorinL Performers (Y1) - 2011
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Win Taylor (828) 253 -6856
Vegetation Monitoring POC
Win Taylor (828) 253 -6856
Monitorine Performers (Y2) - 2012
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Kevin Mitchell (828) 253 -6856
Vegetation Monitoring POC
Kevin Mitchell (828) 253 -6856
Monitoring Performers (Y3)- 2013
Equinox Environmental Consultation & Design, Inc.
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Hunter Terrell (828) 253 -6856
Vegetation Monitoring POC
Hunter Terrell (828) 253 -6856
Monitoring Performers (Y4)- 2014
Stream Monitoring POC
Vegetation Monitoring POC
Monitoring Performers (Y5)- 2015
Stream Monitoring POC
Vegetation M onitoring POC
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
A -4 Equinox Environmental Consultation and Design, Inc.
November 2013

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
Ur -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
C -Tr
Morphological Descri tion stream 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 ofEKotic Invasive Vegetation
14.5%
Wetland Summary Information
Parameters
Wetland (Glade Ck)
Wetiand2 (Ur)
Size of Wetland (acres)
0.178
0.085
Wetland Type
Riparian
Riparian
Soil Series
Toxaway
Soil Hydric Status
Hydric
Source of Hydrology
Hydrologic Impairment
-
Native Vegetatation Community
High Elevation Seep
Percent Composition of Exotic Invasive Vegetation
100%
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 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data

dot" ",-' � •a Ar
Y �
rs �.:

Appendix B
Visual Assessment Data
Table 5. Visual Stream Morphology Stability Assessment
Glade Creek / Project No. 854 - Glade Creek
Assessed Length 2,558 feet
Major Channel
Category
Channel
Sub Category
Metric
Number
Stable'
Performing
as Intended
Total
Number in
As -built
Number of
Unstable
Segments
Amount of
Unstable
Footage
% Stable,
Performing
as Intended
Number
with
Stabilizing
Woody
Vegetation
Footage
with
Stabilizing
Woody
Vegetation
Adjusted%
for
Stabilizing
Woody
Vegetation
1. Bed
1. Vertical Stability
1. Aaeradation - Bar formation/growth sufficient to significantly
deflect flow laterally not to include point bars).
2
45
98%
(Riffle and Run Units)
2 De2radation - Evidence of downcutting.
0
0
100%
2. Riffle Condition
1. Texture /Substrate - Riffle maintains coarser substrate.
17
17
100%
3. Meander Pool
1. Depth Sufficient (Max Pool Depth: Mean Bankfull Depth 2t 1.6).
17
17
100%
Condition
2. Length 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).
15
17
88%
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
and/or scour and erosion.
0
0
100 %
N/A
NiA
N/A
Banks undercut /overhanging to the extent that mass wastingappears
2. Undercut
likely. Does NOT include undercuts that are modest, appear
0
0
100%
N/A
N/A
N/A
sustainable and are providing habitat.
3. Mass Wasting
Bank slump ing calving or collapse.
0
0
100%
N/A
N/A
N/A
Totals
0
0
100%
N/A
N/A
N/A
3. Engineered
Structures
1. Overall Integrity
Structures physically intact with no dislodged boulders or logs.
40
40
100%
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 amps.
13
13
100%
3. Bank Protection
Bank erosion within the structures extent of influence does NOT
exceed 15 %.
18
18
100
Pool forming structures maintaining - Max Pool Depth: Mean
4. Habitat
Bankfull Depth Ratio ? 1.6. Rootwads/logs providing some cover at
22
22
100%
base -flow.
N/A - Item does not apply.
Glade Creek Final B -2 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 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
as Intended
Vegetation
Vegetation
Vegetation
1. Bed
1. Ageradation - Bar formation/growth sufficient to significantly
1
29
89%
1. Vertical Stability
deflect flow laterally not to include point bars).
(Riffle and Run Units)
2 De2radation - Evidence of downcutting.
0
0
100%
2. Riffle Condition
1. Texture /Substrate - Riffle maintains coarser substrate.
4
4
100%
1. Death Sufficient (Max Pool Depth: Mean Bankfull Depth 2 1.6).
4
5
80%
3. Meander Pool
Condition
2. Length 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
I
8
97%
0
0
97%
and/or scour and erosion.
Banks undercut /overhanging to the extent that mass wastingappears
2. Undercut
likely. Does NOT include undercuts that are modest, appear
0
0
100%
N/A
N
N/A
sustainable and are providing habitat.
3. Mass Wasting
Bank slump ing 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
] 3
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 amps.
5
6
83%
3. Bank Protection
Bank erosion within the structures extent of influence does NOT
9
9
100
exceed 15 %.
Pool forming structures maintaining - Max Pool Depth: Mean
4. Habitat
Bankfull Depth Ratio ? 1.6. Rootwads/logs providing some cover at
6
6
100%
base -flow.
N/A - Item does not apply.
Glade Creek Final B -3 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data
Table 6. Vegetation Condition Assessment
Glade Creek / Project No. 854
Planted Acreage 4.31
% of
Number of
Combined
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%
Areas with woody stems of a size class that are obviously small
3. Areas of Poor Growth Rates or Vigor
N/A
0
0.00
o
0 /o
given the monitoring ear.
Cumulative Totals
0
0.00
0%
Easement Acreage 15.86
% of
Vegetation Category
Definitions
CCPV Depiction
Number of
Combined
Easement
Polygons
Acreage
Acreage
4. Invasive Areas of Concern
Areas or points (if too small to render as polygons at map scale).
Cross Hatch
16
2.34
15°„
(Red - Dense/Yellow - Present)
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 Final B -4 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 1
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Glade Creek — Permanent Photo Station 2
Upstream
B -5 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 3
Upstream
V �
Glade Creek — Permanent Photo Station 4
Upstream
Glade Creek Final B -6 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 5
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Glade Creek — Permanent Photo Station 5
Downstream
B -7 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix B
Visual Assessment Data
Unnamed Tributary Lower — Permanent Photo Station 6
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Unnamed Tributary Lower — Permanent Photo Station 7
Upstream
B -8 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix C
Vegetation Plot Data

Appendix C
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Vegetation Plot Data
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
C -1 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 1
Monitoring Year 3 — Aug 5, 2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Vegetation Monitoring Plot 2
Monitoring Year 3 — Aug 5, 2013
C -2 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 3
Monitoring Year 3 — Aug 5, 2013
Vegetation Monitoring Plot 4
Monitoring Year 3 — Aug 5, 2013
Glade Creek Final C -3 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 5
Monitoring Year 3 — Aug 5, 2013
Vegetation Monitoring Plot 6
Monitoring Year 3 — Aug 5, 2013
Glade Creek Final C -4 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix C
Table 8. CVS Vegetation Plot Metadata
Glade Creek/Project No. 854
Report Prepared By Hunter Terrell
Date Prepared 8/13/2013 10:36
Vegetation Plot Data
database name Equinox- 2013- A- GladeCreek- MY3.mdb
database location Z:\ES\NRI &NMEP Monitoring \Glade Creek \Glade- MY3- 2013\Data \Veg
computer name SENIORSCIENTIST
file s ize 51527680
ALL Stems by Plot and
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT
spp
Description of database file, the report worksheets, and a summary of project(s)
Metadata
and project data.
Project Code
Each project is listed with its PLANTED stems per acre, for each year. This
Proj, planted
excludes live stakes.
Description
Each project is listed with its TOTAL stems per acre, for each year. This
Pro j, total stems
includes live stakes, all planted stems, and all natural/volunteer stems.
le ngth(ft)
List of plots surveyed with location and summary data (live stems, dead stems,
Plots
missing, etc.).
Vigor
Frequency distribution of vigor classes for stems for all plots.
Vigor by Spp
Frequency distribution of vigor classes listed by species.
Sampled Plots
List of most frequent damage classes with number of occurrences and percent
Damage
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
A matrix of the count of PLANTED living stems of each species for each plot;
and Spp
dead and missing stems are excluded.
ALL Stems by Plot and
A matrix of the count of total living stems of each species (planted and natural
spp
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 (s q m)
Re quire d Plots (calculated)
Sampled Plots
6
Glade Creek Final
C -5 Equinox Environmental Consultation and Design, Inc.
Project No. 854
November 2013
Monitoring Year 3 of 5

Appendix C
Vegetation Assessment Data
quirements by 10%
Glade Creek Final C -6 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5
Table 9. Planted and Total Stem Counts (Species by Plot with Annual Means)
Glade Creek / Project No. 854
Current Plot Data ( MY3 2013)
Annual Means
Scientific Name
Common Name
Species Type
E854 -01 -0001
E8S4 -01 -0002
E854-01 -0003
E854 -01 -0004
E854 -01 -0005
E854 -01 -0006
MY3 (2013)
MY2 (20 2)
MY1 (2011)
MYO (2011)
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
IT
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
Alnus serrulata
hazelalder
Shrub
27
1
1
3
1j
1
30
1
1
12
7
Aronia arbutifolia
Red Chokeberry
Shrub
2
2
2
4
4
4
2
2
2
2
2
2
1
1
1
11
11
11
11
11
11
11
11
11
11
11
11
Betula nigra
river birch
Tree
2
2
2
2
2
2
2
2
2
1
1
1
Callicarpa americana
American beautyber
Shrub
1
1
1
4
4
4
Calycanthus floridus
eastern sweetshrub
Shrub
1
1
1
1
1
1
1
1
1
4
4
4
3
3
3
Carpinus caroliniana
American hornbeam
Tree
2
2
2
1
1
1
2
2
21
2
2
2
7
7
7
7
7
7
8
8
91
13
13
13
Carpinus caroliniana var.
Coastal American Ho
Tree
2
1 2
Cephalanthus occidentali
common buttonbush
Shrub
5
5
5
1
1
5
5
5
5
5
5
21
2
2
3
3
3
Cards canadensis
eastern redbud
Tree
1
1
1
11
11
1
1
11
11
2
2
21
5
5
5
7
7
7
7
7
7
7
7
7
Corpus amomum
silky dogwood
Shrub
I
1
1
1
1
1
1
2
Diospyros virginiana
common persimmon
Tree
1
1
1
1
1
1
3
3
3
5
5
5
5
5
5
5
5
5
5
5
5
Hamamelis virginiana
American witchhazel
Tree
1
1
1
1
1
1
2
2
2
2
2
2
3
3
3
3
3
3
Hydrangea arborescens
wild hydrangea
Shrub
1
1
1
1
11
1
8
8
8
Kalmia latifolia
mountain laurel
Shrub Tree
1 1
1
1
1
1
1
1
1
21
2
2
2
2
2
3
3
31
3
3
3
Lindera benzoin
northern spicebush
Shrub
1
1 4
4
4
Lindera benzoin var. ben
northern spicebush
Shrub
1
1
Liriodendron tulipifera
tuliptree
Tree
2
2
2
1
1
1
1
1
1
1
1
4
4
4
41
4
4
5
5
5
5
5
Malus angustifolia
southern crabapple
Tree
1
1
1
1
1
1
1
1
1
3
3
3
6
6
6
6
6
6
6
6
6
6
6
Platanus occidentalis
American sycamore
Tree
2
2
2
3
3
3
2
2
2
2
2
2
1
1
1
3
3
3
13
13
13
14
14
14
14
14
14
14
14
Quercus alba
white oak
Tree
1
k14
Quercus rubra
northern red oak
Tree
2
2
2
1
1
1
1
1
1
3
3
3
2
2
2
9
9
9
11
11
11
12
12
12
12
12
Rhododendron
rhododendron
1
1
1
1
1
1
2
2
2
2
2
2
3
3
3
3
3
Salix
willow
Shrub or Tree
3
3
3
3
Salix nigra
blackwillow
Tree
2
2
1 2
2
21
9
Unknown
Shrub or Tree
21
21
2
Stem count
size (ares)
size (ACRES)
Species count
Stemsper ACRE
12
12
13
17
17
19
13
13
13
9
91
36
111
14
16
131
13
13
75
78
110
81
84
104
86
89
96
1061
109
109
1
1
1 1
1
1
1
6
6
6
6
0.02
0.02
i 0.02
0.02
0.02
0.02
0.15
0.15
0.15
0.15
8
8
9
7
7
8
10
30
10
6
6
7
7
9
9
6
6
6
15
17
19
16
18
19
16
17
18
17
18
18
485.6
485.6
526.1
688
688
768.9
526.1
526.1
526.1
364.2
364.2
1457
445.2
566.6
647.5
526.1
526.1
526.1
505.9
526.1
741.9
546.3
566.6
701.5
580
600.3
647.5
714.9
735.2
735.2
quirements by 10%
Glade Creek Final C -6 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data

Appendix D
2618
2617
2616
2615
r-,
a�
as
c 2614
w
W
2613
2612
2611
2610 4—
0+00
Stream Survey Data
Glade Creek
Cross - Section 1- Riffle
Station 3 + 13.39
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 5/1012011 — MY1 1211312011 MY2 7/17/2012 MY3 6120/2013 — — - Bkf
Glade Creek Final D -1 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 1 — Riffle
Left Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 1 — Riffle
Right Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -2 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 1 — Riffle
Downstream
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 1 — Riffle
Upstream
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -3 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
2617
2616
2615
2614
w
2613
❑
W 2612
w
W
2611
2610
2609
2608 4—
0+00
Stream Survey Data
Glade Creek
Cross - Section 2 - Pool
Station 5 + 99.40
0+10 0+20 0+30 0+40 0+50 0+60 0+70
Station (feet)
MYO 5/10/2011 MY1 12/13/2011 t MY2 7/1712012 MY3 6/20/2013 — — - Bkf
0+80
Glade Creek Final D -4 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 2 — Pool
Left Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 2 — Pool
Right Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -5 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 2 — Pool
Downstream
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 2 — Pool
Upstream
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -6 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Glade Creek
Cross - Section 3 - Riffle
Station 8 + 39.86
2617
2616
2615
2614
a�
a�
� 2F13
❑
w 2612
W
2611
2610
2609
Stream Survey Data
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 5/1012011 —#— MY1 12/13/2011 t MY2 7/1712012 —.*-- MY3 6/20/2013 — — – Bkf
Glade Creek Final D -7 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 3 — Riffle
Left Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Glade Creek — Cross - Section 3 — Riffle
Right Bank Descending
Monitoring Year 3 — June 19, 2013
D -8 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 3 — Riffle
Downstream
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 3 — Riffle
Upstream
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -9 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
2613
2612
2611
2610
w
2609
❑
W 2608
w
W
2607
2606
2605
2604 4-
0+00
Stream Survey Data
Glade Creek
Cross - Section 4 - Riffle
Station 15 + 69.44
0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+601 0+65 0+70 0+75 0+80
Station (feet)
—�— MYO 5/10/2011 MY1 12/13/2011 t MY2 7/1712012 MY3 6/20/2013 — — - Skf
Glade Creek Final D -10 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 4 — Riffle
Left Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 4 — Riffle
Right Bank Descending
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -11 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 4 — Riffle
Downstream
Monitoring Year 3 — June 19, 2013
Glade Creek — Cross - Section 4 — Riffle
Upstream
Monitoring Year 3 — June 19, 2013
Glade Creek Final D -12 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
2610
2609
2608
2607
as
v
2606
W 2605
w
W
2604
2603
2602
2601 4-
0+00
Stream Survey Data
Glade Creek
Cross - Section 5 - Pool
Station 19 + 71.18
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 t MY2 7/18/2012 MY3 6/20/2013 — — – Bkf
Glade Creek Final D -13 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 5 — Pool
Left Bank Descending
Monitoring Year 3 — June 20, 2013
Glade Creek — Cross - Section 5 — Pool
Right Bank Descending
Monitoring Year 3 — June 20, 2013
Glade Creek Final D -14 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 5 — Pool
Downstream
Monitoring Year 3 — June 20, 2013
Glade Creek — Cross - Section 5 — Pool
Upstream
Monitoring Year 3 — June 20, 2013
Glade Creek Final D -15 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
2611
2610
2609
2608
a�
x.2607
0
ca
w
2606
W
2605
2604
2603
2602 4-
0+00
Stream Survey Data
Glade Creek
Cross - Section 6 - Riffle
Station 20 + 24.21
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 5/1112011 —#— MY1 12/1412011 t MY2 7/18/2012 —.*-- MY3 6/20/2013 — — — Bkf
Glade Creek Final D -16 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 6 — Riffle
Left Bank Descending
Monitoring Year 3 — June 20, 2013
Glade Creek — Cross - Section 6 — Riffle
Right Bank Descending
Monitoring Year 3 — June 20, 2013
Glade Creek Final D -17 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 6 — Riffle
Downstream
Monitoring Year 3 — June 20, 2013
Glade Creek — Cross - Section 6 — Riffle
Upstream
Monitoring Year 3 — June 20, 2013
Glade Creek Final D -18 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
2608
2607
2606
2605
a
2604
W
2603
2602
2601 4—
0+00
Stream Survey Data
UT Glade Creek
Cross - Section 7 - Riffle
Station 2 + 38.94
0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45
Station (feet)
—®— MYO 5/11/2011 — MY1 12/14/2011 t MY2 7/18/2012 MY3 6/20/2013 — — - Skf
0+50
Glade Creek Final D -19 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 7 — Riffle
Left Bank Descending
Monitoring Year 3 — June 20, 2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Unnamed Tributary — Cross - Section 7 — Riffle
Right Bank Descending
Monitoring Year 3 — June 20, 2013
D -20 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 7 — Riffle
Downstream
Monitoring Year 3 — June 20, 2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Unnamed Tributary — Cross - Section 7 — Riffle
Upstream
Monitoring Year 3 — June 20, 2013
D -21 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
2606
2605
2604
0 2603
w
2602
2601
2600 4-
0+00
Stream Survey Data
UT Glade Creek
Crass- Section 8 - Riffle
Station 0 + 53.21
0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45
Station (feet)
—0— MYO 5/11/2011 MY1 12/14/2011 t MY2 7/1712012 MY3 6/20/2013 — — - Bkf
0+50
Glade Creek Final D -22 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 8 — Riffle
Left Bank Descending
Monitoring Year 3 — June 20, 2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Unnamed Tributary — Cross - Section 8 — Riffle
Right Bank Descending
Monitoring Year 3 — June 20, 2013
D -23 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 8 — Riffle
Downstream
Monitoring Year 3 — June 20, 2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
Unnamed Tributary — Cross - Section 8 — Riffle
Upstream
Monitoring Year 3 — June 20, 2013
D -24 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
2616
2615
2614
2613
2612
2611
2610
2609
2608
2607
C 2606
2605
W 2604
2603
2602
2601
2600
2599
2598
259]
2496
Stream Survey Data
Glade Creek Mainstem
Longitudinal Profile
Staioning 0 +03 - 25 +58
Ox190 �x�G
O� OQ OQ �0 xQ0 xO/l X�© X *19 X616 )1019
Station (feet)
TW - MY0 5/1012011 TW - MY1 12/1312011 TW - MY2 7117/2012 t TW MY3 611912013 © Structure - MY0 • B1CF - - - - - -- WS
X&O 6019
Glade Creek Final D -25 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5
I
-- 1
I
--
--- - -- - --
-
kfull ,
lope
I
- - --
-
I
I
I ',
II
-- ------- --
Al
--- -�
XS1 -R
`�
■
I
1
■
`----- - - - - --
.
XS2
- P XS3 - R
`` - - --
--
Am
`v
11
JAI A\
1
I
- - --
1
I
-i
'
'
I
I
AA
XS4 -
R
1 .,
1
Ox190 �x�G
O� OQ OQ �0 xQ0 xO/l X�© X *19 X616 )1019
Station (feet)
TW - MY0 5/1012011 TW - MY1 12/1312011 TW - MY2 7117/2012 t TW MY3 611912013 © Structure - MY0 • B1CF - - - - - -- WS
X&O 6019
Glade Creek Final D -25 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
a�
0
y
as
W
Stream Survey Data
Unnamed Tributary
Longitudinal Profile
Station 0 +03 - 2 +68
?X
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
2605
2604
2603
2602
2601
2600
2599
2598
I x�s 2x060 Jx s Ixsa IX jS Ax a* Dx Dxsa Dx� DxDD
Station (feet)
- TW - MYO 5/11/2011 TLV - MY1 12!13/2011 - TW - MY2 7/19/2012 f TW- MY3-06/20/2013 0 Structure ■ Bkf - - - - - -- WS
D -26 Equinox Environmental Consultation and Design, Inc.
November 2013
A Terage Bankfull Slope
--------------------------
r
-- - - - -J_ -----------
L
A
r
r
-----------------------
----- - -
+
- - -- ------------------------------------------------
-----------------------------
xs7 -
___
AL
NVr
r
r
'
i
xs8 -R
?X
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
2605
2604
2603
2602
2601
2600
2599
2598
I x�s 2x060 Jx s Ixsa IX jS Ax a* Dx Dxsa Dx� DxDD
Station (feet)
- TW - MYO 5/11/2011 TLV - MY1 12!13/2011 - TW - MY2 7/19/2012 f TW- MY3-06/20/2013 0 Structure ■ Bkf - - - - - -- WS
D -26 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 1 - Riffle
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0.062
0%
0%
very fine sand
0.125
0%
0%
Sand
fine sand
0.25
0%
0%
medium sand
0.50
3
3%
3%
coarse sand
1.00
0%
3%
very coarse sand
2.00
10
10%
13%
very fine gravel
4.0
1
1%
14%
Gravel
fine gravel
5.7
0%
14%
fine gravel
8.0
0%
14%
medium gravel
11.3
7
7%
21%
medium gravel
16.0
7
7%
28%
coarse gravel
22.3
8
8%
36%
coarse gravel
32
13
13%
49%
very coarse gravel
45
17
17%
65%
very coarse gravel
64
18
18%
83%
Cobble
small cobble
90
14
14%
97%
medium cobble
128
3
3%
100%
large cobble
180
0%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
I
I
1 101
101%
100%
Summary Data
D50
33
D84
65
D95
86
Glade Creek Final D -27 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -28 Equinox Environmental Consultation and Design, Inc.
November 2013
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 1 - Riffle
100%
90%
80%
K
ca
s
F
70%
L
d
60%
Jc
W
C
°r'o
d
50
L
d
Qi
40%
U
ca
30%
1
U
20%
10%
0%
v
W
Particle Size (mm)
—MY112/13/2011 tMY26/7/2012 — MY36120/2013
Glade Creek
Pebble Count - Percent Individual
Cross Section 1- Riffle
40%
35%
30%
25%
7
�o
'v
20 %
C
N
U
15%
y
a
T
III
II�II
10%
5%
0%
C
N
N �
•••I .•i N KY Q �O TN-I � N M �
O O
O
O
L
O
O
^ N
Q
.Q
0
Particle Size (mm)
■ MY1 12/13/2011 ■ MY2 6/7/2012 ■ MY3 6!20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -28 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 2 - Pool
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0.062
7
7%
7%
very fine sand
0.125
5
5%
12%
Sand
fine sand
0.25
4
4%
16%
medium sand
0.50
14
14%
30%
coarse sand
1.00
18
18%
48%
very coarse sand
2.00
22
22%
69%
very fine gravel
4.0
0%
69%
Gravel
fine gravel
5.7
2
2%
71%
fine gravel
8.0
1
1%
72%
medium gravel
11.3
5
5%
77%
medium gravel
16.0
5
5%
82%
coarse gravel
22.3
2
2%
84%
coarse gravel
32
5
5%
89%
very coarse gravel
45
4
4%
93%
very coarse gravel
64
4
4%
97%
Cobble
small cobble
90
2
2%
99%
medium cobble
128
0%
99%
large cobble
180
1
1%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
1
101
101%
100%
Summary Data
D50
1.1
D84
21
D95
53
Glade Creek Final D -29 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -30 Equinox Environmental Consultation and Design, Inc.
November 2013
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 2 - Pool
100%
90%
80%
K
s
F
70%
d
c
60%
C
■
m
=
50%
i
LL
40%
d
■
30%
0
E
U
20%
10%
0%
v
W
Particle Size (mm)
—MY112/1312011 tXY26/7/2012 — MY36120/2013
Glade Creek
Pebble Count - Percent Individual
Cross Section 2 - Pool
40%
35%
—
30%
2
25%
t
20%
v
d
O
u
15%
y
P�
10 %
5%
ILL
ri
- 0%
N
D
III V1
N
V� .-i N 'T V^ 00 N N W, 'S O Od O 'O N N
IF Ic C, N 00 kn b ti
N M kO
Q M
N 7
O N
10
01
4
u
O
C
C
d
CQ
Particle Size (mm)
■ MY1 12/13/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -30 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 3 - Riffle
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt /clay
0.062
6
6%
6%
very fine sand
0.125
0%
6%
Sand
fine sand
0.25
1
1%
7%
medium sand
0.50
2
2%
9%
coarse sand
1.00
0%
9%
very coarse sand
2.00
2
2%
11%
very fine gravel
4.0
0%
11%
Gravel
fine gravel
5.7
0%
11%
fine gravel
8.0
1
1%
12%
medium gravel
11.3
2
2%
14%
medium gravel
16.0
2
2%
16%
coarse gravel
22.3
2
2%
18%
coarse gravel
32
10
10%
27%
very coarse gravel
45
36
35%
63%
very coarse gravel
64
22
22%
84%
Cobble
small cobble
90
10
10%
94%
medium cobble
128
4
4%
98%
large cobble
180
2
2%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
1
102
102%
100%
Summary Data
D50
40
D84
64
D95
97
Glade Creek Final D -31 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -32 Equinox Environmental Consultation and Design, Inc.
November 2013
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 3 - Riffle
100%
90%
80%
- —
K
s
F
70%
d
c
60%
C
m
50%
i
a
-
40%
ca
30%
E
U
20%
10%
M h
O O
O
0%
o
v
W
Particle Size (mm)
—MY112J13/2011 tXY26/7/2012 — MY36120/2013
Glade Creek
Pebble Count - Percent Individual
Cross Section 3 - Riffle
40%
35%
-
30%
2
25%
t
20 %
v
O
u
P
10%
F1
wt
I
F�
J
0%
N kc,
D N
� W�
N C
.-i N R b 77 b N N 'T O
--i rl N �F +D G\ N 00 `O ti
kO
R w
N 7
O O
'O
C,
O
4
u
O
L
O O
ti N
d
CQ
Particle Size (mm)
■ MY1 12/13/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -32 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 4 - Riffle
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0.062
1
1%
1%
very fine sand
0.125
0%
1%
Sand
fine sand
0.25
2
2%
3%
medium sand
0.50
3
3%
6%
coarse sand
1.00
0%
6%
very coarse sand
2.00
8
8%
14%
very fine gravel
4.0
1
1%
15%
Gravel
fine gravel
5.7
1
1%
16%
fine gravel
8.0
1
1%
17%
medium gravel
11.3
1
1%
18%
medium gravel
16.0
5
5%
23%
coarse gravel
22.3
9
9%
32%
coarse gravel
32
11
11%
43%
very coarse gravel
45
15
15%
58%
very coarse gravel
64
28
28%
86%
Cobble
small cobble
90
6
6%
92%
medium cobble
128
6
6%
98%
large cobble
180
2
2%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
1
100
100%
100%
Summary Data
D50
38
D84
62
D95
110
Glade Creek Final D -33 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -34 Equinox Environmental Consultation and Design, Inc.
November 2013
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 4 - Riffle
100%
Iry
90%
80%
K
ca
s
F
70%
L
d
60%
Jc
W
C
°r'o
d
50
L
d
=1
40%
d
30%
r
0
Ej
U
20%
10%
0%
v
W
Particle Size (mm)
—MY112113/2011 tXY26/7/2012 — MY36120/2013
Glade Creek
Pebble Count - Percent Individual
Cross Section 4 - Riffle
40%
35%
30 %
25%2
t
20%
v
O
u
P
10 %
n.
0%
N kc,
V1 V1 .-i
N R V Do N N eIl C O 00 '-O N N
[T Ic T N 00 � b -
kO
R W
N 7
O N
'c
01
4
u
O
C C
d
CQ
Particle Size (mm)
■ MY1 12/13/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -34 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 5 - Pool
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt /clay
0.062
39
39%
39%
very fine sand
0.125
5
5%
44%
Sand
fine sand
0.25
3
3%
47%
medium sand
0.50
6
6%
53%
coarse sand
1.00
7
7%
60%
very coarse sand
2.00
18
18%
78%
very fine gravel
4.0
3
3%
81%
Gravel
fine gravel
5.7
0%
81%
fine gravel
8.0
0%
81%
medium gravel
11.3
1
1%
82%
medium gravel
16.0
2
2%
84%
coarse gravel
22.3
3
3%
87%
coarse gravel
32
1
1%
88%
very coarse gravel
45
2
2%
90%
very coarse gravel
64
4
4%
94%
Cobble
small cobble
90
5
5%
99%
medium cobble
128
1
1%
100%
large cobble
180
0%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
100
100%
100%
Summary Data
D50
0.062
D84
16
D95
69
Glade Creek Final D -35 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -36 Equinox Environmental Consultation and Design, Inc.
November 2013
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 5 - Pool
100%
°r°
vo
80%
K
s
F
70%
d
c
60%
C
■
m
50%
i
a
40%
d
-
EM
30%
0
E
U
20%
10%
0%
v
GA
Particle Size (mm)
—MY112/1412011 tMY26/7/2012 — MY36120/2013
Glade Creek
Pebble Count - Percent Individual
Cross Section 5 - Pool
40%
35%
-
30%
25%
t
20%
v
d
O
--15%
u
y
P�
10 %°
0%
[T Ic C, N 00 kn b ti
— N M kO
00
N 7
O
10
01
4
u
O
C C
N
d
CQ
Particle Size (mm)
■ MY1 12/14/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -36 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 6 - Riffle
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0.062
0%
0%
very fine sand
0.125
0%
0%
Sand
fine sand
0.25
2
2%
2%
medium sand
0.50
1
1%
3%
coarse sand
1.00
0%
3%
very coarse sand
2.00
0%
3%
very fine gravel
4.0
0%
3%
Gravel
fine gravel
5.7
1
1%
4%
fine gravel
8.0
1
1%
5%
medium gravel
11.3
2
2%
7%
medium gravel
16.0
2
2%
9%
coarse gravel
22.3
8
8%
17%
coarse gravel
32
20
20%
37%
very coarse gravel
45
6
6%
43%
very coarse gravel
64
21
21%
64%
Cobble
small cobble
90
14
14%
78%
medium cobble
128
16
16%
94%
large cobble
180
5
5%
99%
very large cobble
256
1
1%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS1
100
1 100%
100%
Summary Data
D50
51
D84
100
D95
140
Glade Creek Final D -37 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -38 Equinox Environmental Consultation and Design, Inc.
November 2013
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 6 - Riffle
100%
loop
90%
80%
-
K
ca
s
F
-
70%
d
c
60%
C
m
50%
i
LL
40%
ca
30 %.
Ej
U
200/6
10%
N
V7
V7 -'i N R b W N N h 7 O
00
ID
0%
v
W
Particle Size (mm)
—MY11211412011 �MY26/7/2012 — MY36120/2013
Glade Creek
Pebble Count - Percent Individual
Cross Section 6 - Riffle
40%
35%
3001.
25%
t
20%
v
d
O
150/.
u
y
P�
10%
0%
�c N
IC
cn 7 Ic C, N 00 kn b ti
N M kO
N 7
O N
01
4
u
O
d
CQ
Particle Size (mm)
■ MY1 12/14/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -38 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Unnamed Tributary - Cross - Section 7 - Riffle
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0.062
0%
0%
very fine sand
0.125
0%
0%
Sand
fine sand
0.25
3
3%
3%
medium sand
0.50
5
5%
8%
coarse sand
1.00
1
1%
9%
very coarse sand
2.00
4
4%
13%
very fine gravel
4.0
0%
13%
Gravel
fine gravel
5.7
0%
13%
fine gravel
8.0
2
2%
15%
medium gravel
11.3
4
4%
19%
medium gravel
16.0
8
8%
27%
coarse gravel
22.3
11
11%
38%
coarse gravel
32
19
19%
56%
very coarse gravel
45
22
22%
78%
very coarse gravel
64
13
13%
91%
Cobble
small cobble
90
5
5%
96%
medium cobble
128
1
1%
97%
large cobble
180
2
2%
99%
very large cobble
256
1
1%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS1
101
1 101%
100%
Summary Data
D50
28
D84
53
D95
84
Glade Creek Final D -39 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -40 Equinox Environmental Consultation and Design, Inc.
November 2013
Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 7 - Riffle
100%
90%
80%
K
s
F
70%
d
c
60%
C
m
50 °i'o
i
a
40%
ca
30%
E
U
20%
10%
�r
0%
v
W
Particle Size (mm)
—MY112JI412011 tXY26/7/2012 — MY36120/2013
Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 7 - Riffle
40%
35%
-
30%
25%
t
v
—
20%
O
u
15%
y
P
10%
5%
0%
N
W,
N
�
N
kr� .-i N R b 77 b N N Q O w O IC N N
+--� .--I N n [T %C a N 00 kn b ti
N M kO
R W
N 7
O O
'O
01
O
4
u
O
L
O
O
ti N
d
CQ
Particle Size (mm)
■ MY1 12/14/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -40 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Unnamed Tributary - Cross - Section 8 - Riffle
Pebble Count Summary
D50
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0.062
0%
0%
very fine sand
0.125
0%
0%
Sand
fine sand
0.25
5
5%
5%
medium sand
0.50
1
1%
6%
coarse sand
1.00
0%
6%
very coarse sand
2.00
3
3%
9%
very fine gravel
4.0
0%
9%
Gravel
fine gravel
5.7
0%
9%
fine gravel
8.0
3
3%
11%
medium gravel
11.3
9
9%
20%
medium gravel
16.0
12
11%
31%
coarse gravel
22.3
1
1%
32%
coarse gravel
32
15
14%
47%
very coarse gravel
45
14
13%
60%
very coarse gravel
64
18
17%
77%
Cobble
small cobble
90
12
11%
89%
medium cobble
128
7
7%
95%
large cobble
180
3
3%
98%
very large cobble
256
0%
98%
Boulder
small boulder
362
0%
98%
small boulder
512
0%
98%
medium boulder
1024
1
1%
99%
large boulder
2048
1
1%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
105
105%
100%
Summary Data
D50
35
D84
79
D95
130
Glade Creek Final D -41 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -42 Equinox Environmental Consultation and Design, Inc.
November 2013
Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 8 - Riffle
100%
90%
80%
_
K
s
F
70%
d
c
60%
C
m
50%
i
a
40%
ca
30%
E
U
20 °f°
10%
0%
v
W
Particle Size (mm)
—MY11211412011 tXY26/7/2012 — MY36120/2013
Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 8 - Riffle
40%
35%
- -
30%
25%
t
20%
v
O
u
15%
y
P
10 %
F1
F1
5%
I
j
0%
N
.-i
N R �"+ 77 b N N Ir Ic O 00 O kO N N
R +D a N 00 kr, b ti
N M kO
R 00
N IT
O O
CO
01 u
O O
4 L
O O
N
d
q
Particle Size (mm)
■ MY1 12/14/2011 ■ MY2 6/7/2012 ■ MY3 6/20/2013
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -42 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
- Information unavailable.
N/A - Item does not apply.
Non - Applicable.
Glade Creek Final D -43 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5
Table 10a. Baseline Stream Data Summary
Glade Creek / Project No. 854 - Glade Creek (2,558 feet
Parameter
Regional Curve
Pre - misting 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
Bankfull 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 (ft 2
63.0
57.4
53.0
41.6
49.1
46.3
62.2
9.1
4
Width/Depth Ratio
31.7
1
1 16.4
1
22.0
27.6
39.0
36.9
62.2
11.3
4
Entrenchment Ratio
6.0
2.3
>2.2
1.5
1 2.1
2.2
1 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 MaxDepth(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
162.5
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
Rc: 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
11
I
1
10
1
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
Bankfull 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 Final D -43 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
- Information unavailable.
N/A - Item does not apply.
Non - Applicable.
Glade Creek Final
Project No. 854
Monitoring Year 3 of 5
D -44 Equinox Environmental Consultation and Design, Inc.
November 2013
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
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)
-
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
Bankfdl 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
16.4
18.0
22.7
25.5
25.5
28.3
N/A
2
Entrenchment Ratio
1.1
2.0
2.3
>2.2
1.9
2.1
2.1
2.2
N/A
2
Bank Height Ratio
-
z2.0
-
I.0
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)
1.5
1.1
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
135
27
33
17.1
19.8
19.5
22.5
2.21
5
Rc: Bankfull Width ft /ft)
-
-
-
-
-
-
-
-
-
-
-
-
MeanderWavelength (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) Ib /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 Floodp lain 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 Final
Project No. 854
Monitoring Year 3 of 5
D -44 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
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%
-
SC % /Sa% /G % /C % /B % /Be%
-
-
-
-
-
-
-
-
-
-
-
-
-
d16 / D35 / d50 / d84 / d95 / di'/ disP mra
0.3
d 16 / D35 / d50 / d84 / d95 / diP / disP 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
Entrenchment Class
Incision Class
<1.2/1.2- 1.49/1.5- 1.99/>2.0
-
<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.
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%
20
SC% /Sa% /G % /C% /B % /Be%
-
-
-
-
-
-
-
-
-
-
-
-
d16 / D35 / d50 / d84 / d95 / di'/ disP mra
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 apply.
Non - Applicable.
Glade Creek Final D -45 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Table 11 a. 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
MYl
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,613
2,613
2,613
2,613
2,612
2,612
2,612
2,612
2,611
2,611
2,611
2,611
Bankf ill Width (ft)
47.7
48.8
51.3
45.3
50.4
49.3
49.1
46.7
47.6
47.6
47.6
46.5
Floodprone Width (ft)
109.0
109.4
109.4
109.4
69.1
69.1
69.1
69.1
70.4
70.4
70.4
70.4
Bankf ill Mean Depth (ft)
0.9
0.9
0.9
0.9
1.6
1.7
1.7
1.7
1.3
1.3
1.3
1.3
Bankfull Max Depth (ft)
1.9
1.9
1.9
1.8
3.0
3.3
3.3
3.2
1.9
1.9
1.9
2.0
Bankfull Cross Sectional Area ft2
41.6
45.6
45.9
42.4
78.3
83.0
83.6
78.1
62.2
64.1
63.9
59.5
Bankfull Width/Depth Ratio
54.7
52.2
57.4
48.4
32.5
29.3
28.9
27.9
36.5
35.3
35.5
36.3
Bankfull Entrenchment Ratio
2.3
1 2.2
1 2.1
2.4
1.4
1.4
1.4
1.5
1.5
1.5
1.5
1.5
Bankf ill Bank Height Ratio
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
78.3
83.0
83.6
78.1
62.2
64.1
63.9
59.5
d50 (mm)
N/A
47
33
33
N/A
7.3
1.7
1.1
N/A
45
22
40
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
MY1
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,607
2,607
2,607
2,607
2,606
2,606
2,606
2,606
2,605
2,605
2,605
2,605
Bankfull Width (ft)
35.2
36.3
34.9
34.8
53.2
51.5
51.9
44.4
42.1
42.9
42.4
37.4
Floodprone Width (ft)
68.8
68.8
68.8
68.8
117.9
117.9
117.9
117.9
107.6
107.6
107.6
107.6
Bankfull Mean Depth (ft)
1.3
1.3
1.4
1.3
1.3
1.5
1.4
1.6
1.1
1.1
1.1
1.2
Bankfull Max Depth (ft)
1.7
1.9
1.9
1.9
3.7
4.1
4.0
3.9
1 1.8
1.9
1.9
2.0
Bankfull Cross Sectional Area (ft)
44.9
46.9
47.5
46.1
68.7
75.0
74.1
72.1
47.7
49.0
48.4
44.1
Bankfull Width/Depth Ratio
27.6
28.1
25.6
263
41.1
35.3
36.3
27.3
37.2
37.5
37.1
31.7
Bankfull Entrenchment Ratio
2.0
1.9
2.0
2.0
2.2
2.3
2.3
2.7
2.6
2.5
2.5
2.9
Bankfull Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1
Cross Sectional Area between End Pins ftz
44.9
46.9
47.5
46.1
68.7
75.0
74.1
72.1
47.7
49.0
48.4
44.1
d50 (nun)
N/A
47
14
38
N/A
1 8
1 1.4
1 0.062
N/A
1 44
1 18
51
N/A - Item does not apply.
Glade Creek Final D -46 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Table lla. Baseline Morphology & Hydraulic Monitoring Summary
Glade Creek / Project No. 854 - Unnamed Tributary (264 feet)
Cross - Section 7
Riffle
Cross - Section 8
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,604
2,604
2,604
2,604
2,602
2,602
2,602
2,602
Bankfull Width (ft)
17.3
17.5
17.7
16.9
18.9
19.1
18.1
18.5
Floodprone Width (ft)
33.5
33.5
1 33.5
33.5
1
41.8
41.8141.81
41.8
Bankfull Mean Depth (ft)
0.8
0.7
0.8
0.7
0.7
0.7
0.7
0.7
Bankfull Max Depth (ft)
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.1
Bankfull Cross Sectional Area ft2
13.2
13.0
13.4
12.4
12.7
13.0
12.2
12.1
Bankfull Width/Depth Ratio
22.7
23.6
23.4
23.1
28.3
28.1
27.0
28.41
1
Bankfull Entrenchment Ratio
1.9
1.9
1.9
2.0
2.2
2.2
1 2.3
2.3
Bankfull Bank Height Ratio
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
Cross Sectional Area between End Pins ft
1 13.2
13.0
13.4
12.4
12.7
13.0
12.2
12.1
d50(mm)
N/A
33
16
28
N/A
38
6
35
N/A - Item does not apply.
Glade Creek Final D -47 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Table I1b. Monitoring Data - Stream Reach Data Summary
Glade Creek / Project No. 854 - Glade Creek 2,558 feet
Parameter
Baseline
MY- l
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
Flood prone Width (11)
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
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
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
1.9
1.9
1.9
0.00
4
1.8
1.9
2.0
2.0
0.10
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
51.4
48.0
63.9
8.38
4
42.4
48.0
45.1
59.5
7.80
4
Width/DepthRatio
27.6
39.0
36.9
54.7
11.34
4
28.1
38.3
36.4
52.2
10.11
t415.90
38.9
36.3
57.4
13.34
4
26.3
35.7
34.0
48.4
9.42
4
Entrenchment Ratio
1.5
2.1
2.2
2.6
0.47
4
1.5
2.0
2.1
2.5
0.43
2.0
2.1
2.5
0.41
4
1.5
2.2
2.2
2.9
0.59
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
1.0
1.0
1.0
0.00
4
0.0
0.8
1.0
1.0
0.50
4
Profile
Riffle Length (ft)
14.6
35.3
31.8
54.9
1 13.12
18
1 l .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
Riffle Slope (11/11)
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
Pool Length (11)
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
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
Pool Spacing (11)
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
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
Re: 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
Channel Thalweg Length ft
2,548
2,558
2,555
2556
Sinuosity (ft)
1.17
1.18
1.18
1.18
Water Surface Slope (Channel) (ft /ft)
0.0055
0.0054
0.0053
0.0053
Bankfull Slope (ft /ft)
0.0050
0.0050
0.0052
0.0054
Ri% /Ru% /P% /G% /S%
25%
9%
49%
16%
2%
23%
12%
48%
15%
2%
20%
11%
49%
17%
3%
23%
12%
50%
12%
3%
SC% / SA% / G% / C% / B% / Be %*
I %
14%
65%
20%
<1%
0%
10%
24%
47%
19%
0%
0%
9%
23%
50%
17%
0%
0%
dl6 / d35 / d50 / d84 / d95 (mm)
0.504
7.25
21.75
78.25
125
13.2
27.51
40.5
72751
108.3
% of Reach with Eroding Banks
0%
0%
0%
Channel Stability or Habitat M etric
N/A
N/A
N/A
Biological or Other
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 Final D -48 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Table l lb. Monitoring Data - Stream Reach Data Summary
Glade Creek / Project No. 854 - Unnamed Tributa 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
Flood rove 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
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
Bankfull Max Depth (ft)
1.2
1.3
1.3
1.3
N/A
2
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
Bankfull Cross - Sectional Area (ft)
12.7
13.0
13.0
13.2
N/A
2
13.0
13.0
13.0
13.0
N/A
2
12.2
12.8
12.8
13.4
N/A
2
12.1
12.3
12.3
12.4
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
25.8
25.8
28.4
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
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
I.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
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
Riffle Slope (ft /ft)
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
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
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
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
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
Re: Bankfull Width (ft /ft)
N/A
N/A
N/A
N/A
N/A
N/A
M Bander 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
Channel Thalweg Length (ft)
263
264
264
269
Sinuosity (ft)
1.17
1.18
1.18
1.20
Water Surface Slope (Channel) (ft /ft)
0.0064
0.0068
0.0068
0.0051
Bankfull Slope (ft /ft)
0.0058
0.0066
0.0066
0.0065
Ri% /Ru% /P% /G% /S%
24%
11%
47%
16%
2%
24%
15%
47%
12%
2%
26%
14%
43%
15%
3%
25%
14%
46%
12%
2%
SC% / SA% / G% / C% / B% / Be %*
0%
8%
81%
11 %
0%
0%
7%
29%
48%
16%
0%
0%
3.4%
20.0%160.6%
15.5%
0.5%
0.0%
d16 / d35 / d50 / d84 / d95 (mm)
0.215
3.05
11.0
65.0
114.01
9.15
22.01
31.5
66.0
107.0
% of Reach with Eroding Banks
0%
0%
0%
Channel Stability or Habitat Metric
N/A
N/A
N/A
Biological or Other
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 Final D -49 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2013
Monitoring Year 3 of 5

Appendix E
Hydrological Data

Appendix E
Hydrological Data
Table 12. Ve rification of B ankfull Events
Glade Creek / Project No. 854
Glade Creek Final E1 Equinox Environmental C
Project No. 854
Monitoring Year 3 of 5
Feet Above
Average
Date of Collection
Date of Occurrence
Method
B ankfull
Elevation
3/25/2013
1/18/2013
Crest gauge & wrack lines
1.7
10/31/2013
Unknown
Wrack Lines
NA
Glade Creek Final E1 Equinox Environmental C
Project No. 854
Monitoring Year 3 of 5