20072133 Ver 1_Year 4 Monitoring Report_20150414

DWE . Zv ,)7 �2- c 3 3
Glade Creek
Stream Restoratio
NCEEP Project Number:
Monitoring Contract Number:
Monitoring Year 4
2014 Draft Report
n
�a IS
5d'OW
8W
D0803 'oO
Submitted to
North Carolina Ecosystem Enhancement Program
North Carolina Department of Environment and Natural Resources
January 2015
wste m
E ' 1ment
VR06RAM
1652 Mail Service Center
Raleigh, NC 27699

Q � �
Monitoring Firm use°
EQUINOX
balance through proper planning
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
2014 Monitoring Report (MY 4)
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
Tabld'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, lob. Baseline Stream Data Summary (Substrate, Bed, Bank, and Hydrologic
Containment Parameter Distributions)
Table 11 a.. Monitoring Data — Dimensional Morphology Summary (Dimensional
Parameters — Cross - Sections)
Table 11 b. Monitoring Data — Stream Reach Data Summary
Appendix D. Hydrological Data
Table 12. Verification of Bankfull Events

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 four (MY4) vegetation plot data revealed the average planted stem density
to be 472 stems /acre; exceeding both the interim 320 stems per acre density as well as the final
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 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 and are illustrated on the Current Condition Plan View (Figure 2).
Multiflora rose Rosa multiora and oriental bittersweet Celastrus orbiculatus are the most -
dominant,species present, while secondary species found included Japanese honeysuckle
Loracerajaporaca, Japanese barberry Berberts thunbergn, and Japanese spiraea Spiraea
japonica. These targeted invasive plants have been treated in the spring, summer, and fall of
2014 with good efficacy. Follow up treatments in spring and summers are also scheduled.
The stream longitudinal profile along the mainstem showed several areas of change, including
several areas of bed scour, resulting in variations in the profile dimensions. Bed scout from
9 +54 to 9 +99 and subsequent deposition in the pool has resulted in a flattening of the bed profile
in the approach to the first Rockvane/Rockstep structure series at station 10 +67. Downstream of
this series, the stream has gone through a series of adjustments between stations 12 +79 and
13 +69 resulting in bed scour. One additional area of bed scour was noted between station 16 +44
and 17 +01 resulting in amid- channel bar within the downstream pool. Although, adjustment in
the channel is apparent within the reach, no signs of significant instability, such as sloughing
banks or'fai ling, structures, have been documented. These areas will be closely monitored in
future monitoring years. The,stream longitudinal profile along the unnamed tributary has
remained relatively stable between MY! and MY4. Deposition at the beginning of the
longitudinal profile, at station 2 +70 to 2 +62, and scour in the following pool, station 2 +61 to
2 +50, has reduced the number of riffles in this reach from 6 to 5. This ultimately increased the
average riffle length from 10.5 to 12.3 anddecreased.riffle slope from 0.012 to 0.010 While
Glade Creek 1 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

these changes represent change from the baseline calculations, they are considered insignificant.
In general, cross - section data indicated thanhe continued growth of berms and point bars are
resulting in narrower bankfull widths. This includes XS -1, XS -2, and XS -5 which all saw
reductions in bankfull width. At XS -4.and XS -6, scour along the left- descending bank caused'
increased maximum depth. The scour resulted from the migration and formation of transverse
riffles downstream of the,cross- section. One bankfull event was documented on the mainstem.
The crest gauge documented the event as being 0.26 feet above bankfull. The exact date of the
event is unknown.
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 2 Equmok
Project No 854 January 2015
Monitoring Year 4 of 5

2.0 Methodology
The stream monitoring, methodologies utilized in MY4 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 January 2015
Monitoring Year 4 of,5

10 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 January 2015
Monitoring Year 4 of 5

Appendix A
Project Vicinity Map and Background Tables

4 • ..'a\ '- • •
j ���
The subject project site is an environmental restoration site of
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O
� the NCDENR Ecosystem Enhancement Program (NCEEP) and is ,
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t ,,
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encompassed by a recorded conservation easement, but is
bordered by land under ownership. Accessing the site
...�.
•
�. `', -- r1 \� - '• ; ��
_ _
'� % .- - •`, ?�
private
may require traversing areas near or along the easement
..
boundary and therefor access by the general public is not
• � /
� ` j t � � f ;. I -
r permitted. Access by authorized personnel of state and federal
agencies or their designees/contractors involved in the
i
t
development, oversight and stewardship of the restoration site is
permitted within the terms and timeframes of their defined roles.
Any intended site visitation or activity by any person outside of
these sanctioned roles and activities requires
previously prior
coordination with NCEF,P.
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Glade Creek
Stream Restoration Site 1-
Ma
t
acre yy
81%" o�arxr ' �
c_Vr c.-0
e q„„ 1
rr•sNt dada Desk,
00"Y Stream Restoration Silo
Figure 1 - Vicinity Map
�.-
t1 ,
Atft
Glade Creek
ERUINOX
S em
CaNnfy aµYt
F.x1 pI1N Mt' \T11.
Ei
Stream Restoration Site
• -�- a meat
'
Y.W G..& Foe O ""
p A
Project No. °5"
N
Directions: The project site is located in Alleghany County,
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.
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 A, Proje_ct.Components
Gfade Creek;LPro ect- No'854
Project
Non-
Footage
Restoration,
Stream
Riparian Wetland
Existing
Restoration
Buffer
Buffer
Riparian
Component or
BMP
Approach
or
Stationing
BMP'Elements
Comment
_Reach ID
Feet/,
Level
Acreage
Acres
"
Glade Creek
2,569 If
R
P2
2,513 If-
0+00-25+58
Restoration
2,778*
000
Unnamed Tributary
3001f
R
P2
2651f
0+00-,2+65
0,00
0100
Downstream
Enhancement I
0
-
Unnamed Tributary
784 If
P
Enhancement'II
784 If
Not Established
k
. '
Upstream
Creation
l
000
000
{
Wetlands
0 26 ac
P
000
0 26 ac
N/A
F
"
*Excludes�the 45,hnear,feet of stream associated with the private drive access location
��___1 = Non - Applicable
Table,lb. Component Summations
Glade 'CreiO�Pi oject.No. -_854
Non-
Restoration,
Stream
Riparian Wetland
Upland
Buffer
Riparian
BMP
Level
(if)
(Ac)
(ac)
(ac)
(ac)
"
Riverine
Non- Riverine
Restoration
2,778*
000
000
Enhancement
0,00
0100
_
Enhancement I
0
Enhancement'II
0
Creation
l
000
000
{
Preservation
784
000
026
F
_
HQ Preservation
0
060
000
F
°'
y
r
000
000
Totals 3,562
0.26
0
0
0
0
*Excludes the 45 linear feet of stream associated with,the pnvate drive access location,
= Non - Applicable
Glade Creek Final A -2 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix A
Project Vicinity Map and Background Tables
- Tabl&I. ProjectActivity,and R'e,porting.His
Glade C'reA /,Pro'e'ct Nor,.854
"tort'
V
Activity or Re po rt
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
Perinanent,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 201`3
Dec 2013
Year 4 Monitoring
Nov 2014
Nov 2014
Year 5 Monitoring
N/A - Item does not apply
Glade Creek Final A -3 Equinox
Project No 854, January 2015
Monitoring Year 4 of 5

Appendix A
Project Vicinity Map and Background Tables
w
Table, ,3. Pi- 6kif,Cbntacts
Glade- Creek` % Doi ect 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
Fogey 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
Monitoring 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
Monitoring Performers (Yl) - 2011
Equinox Environmental Consultation & Design, Inc
37 Haywood,Street, Suite 100
Asheville, North Carolma 28801
Stream Monitoring POC
Win Taylor (828) 253 -6856
Vegetation Monitoring POC
Win Tay for (828) 253 -6856
Monitoring Performers (Y2) - 2012
Equinox Environmental,Consu [tat ion & Design, Inc
37 Haywood,Street, Suite 100
Asheville. North Carolina 28801
Stream Monitoring,POC
Kevin Mitchell (828) 253 -6856
Vegetation,Monitormg 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 MonitormgPOC
Hunter Terrell (828) 253 -6856
Vegetation Monitormg POC
Hunter Terrell (828) 253 -6856
Monitoring Performers (Y4)- 2014
Equinox Environmental Consultatiob & Design,, Inc
37 Haywood Street, Suite 100
_
Asheville, North Carolina 28801,
Stream M onitoring POC
Hunter Terrell (828) 253 -6856
Vegetation Monitoring POC
Hunter Terrell (828) 253 -6856
Monitoring Performers (Y5)- 2015
Stream Monitormg,POC
Vegetation Monitormg POC
Glade Creek Final A -4 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix A
Project Vicinity Map and Background Tables
"Tablet4.'P_ rojectr_Baseliiie- Information- and_Attribtites
Glade.Creek YPro'ect N6.154' _
Project
Project
Information �
Project Name
Creek
County
Alleghany
Project Area (acres)
1596
Project Coordinates (latitude and longitude)
Latitude 36 ,468090 / Longitude - 81066384
Project Watershed Summary>Information
Physiographic Province
Blue Ridge
Rter Bas m
New River -
USGS Hydrologic Unit 8-dgit
05050001
USGS Hydrologic Unit,14 -dgn
05050001000801,
NCDWQ Sub -Basra
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
Ur -Upper
Length of Reach (Imear,feet)
2,558
265
784
Valley Classification
-
-
-
Drainage Area (acres)
2,922
521
520
NCDWQ Stream Identification Score
59'
505
505
NCDWQ Water Quality Classifications
C -Tr
C-Tr
C_ -Tr
M6rphological Description stream e
C
C
Evolutionary Trend
Underlying, Mapped Sods
Alluvial
Alluvial
Alluvial
DramageiClass
Soil Hydric Status
-
-
Slope
00075---1 _
0 0075
1 06075
FEMA Classification
-
-
Native'Vegetatation Community
Northern Hardwood Forest &_Rich Cove Forest
Percent Composition of Exotic Invasive Vegetation
145%
Wetland Summary Information
Parameters
Wetland 1 (Glade Ck)
Wetland2 (Ur)
Size of Wetland (acres)
0 178
0085
Wetland Type
Ripanan
Riparian
Sod Series
Toxaway
Soil HydrictStati s
Hydnc
Source of Hydrology
Hydrologic Impairment
Native Vegetatation Community
High Elevation Seep
Percent Composition of Exotic Inva_sive'Vegetation
1000/0 00/0
I
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
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix, B
Visual Assessment Data

Figure 2. Integrated Current Condition Plan View

Appendix B
Visual Assessment Data
= Table' S., Visual Str0mMorphology, Stability Assessmen t .
Glade Creeky/ Project No. 854,- Glade Creek
_ Assessed Len 6:2 558 'feet`
Number
Number
Footage
Adjusted %
Major Channel
Channel
Stable,
Total
Number of
Amount of
% Stable,
with
with
for
Category
Sub Category
Metric
Performing
Number in
Unstable
Unstable
Performing
Stabilizing
Stabilizing
Stabilizing
As-built
Segments
Footage
as Intended
Woody
Woody
Woody
as Intended
Vegetation
Vegetation
Vegetation
1 Bed
I Aegradation - Bar foie ion/growth sufficient to significantly
1 Vertical Stability
deflect flow laterally not to include point bars )
2
45
98
= ,
(Riffle and Run Units)
2 Degradation - Evidence of downcuttmg
0
0
100%
2 Riffle Condition
I Texture/Substrate -Riffle maintains coarser substrate
17
17
100%
I 's
1 Deoth Sufficient (Max Pool Depth Mean Bankful] Depth 2 1 6)
17
17
100%
3 Meander Pool
Condition
2 Lencth appropriate (>30% of centerline distance between tail of
upstream nffle and head of downstream riffle
17
17
100%
I Thalweg centering at upstream of meander bend (Run)
14
17
82%
4 Thalweg Positron
100%
2 Thalwegcentenngat downstream of meander bend (Glide)
16
16
°
2 Bank
Bank lacking vegetative cover resul[mgsunply from poor growth
i
1 Scoured/Eroding
and/or scour and erosion
_
-
0
0
100%
N/A
N/A
N/A
Banks undercut /overhanging to the extent that mass wastmg appears
`
2 Undercut
likely Does, NOT include undercuts,that are modest, appear
r
0
0
100%
N/A
N/A
N/A
sustainable and are providing habitat
3 Mass Wasting
Bank slumpmg calvmg or collapse
0
0
100%
N/A
N/A
N/A
Totals
0
0
100%
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 mamtenance of grade across the sill
13
13
100%
2a Piping
Structures lacking any substantial flow underneath sills or aims
13
13
100%
,
3 Bank Protection
Bank erosion within the structures extent of mfluence does NOT
18
18
l00%
exceed 15%
Pool forming structmes maintaining- Max Pool Depth Mean
'1
4 Habitat
Bankfull Depth Ratio? 1 6 Rootwadsllogs providing some cover at
22
22
base -flow
N/A - item noes not apply
Glade Creek B -2 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix B
Visual Assessment Data
Table 5. Vis` ualrS6eam , Morphology StabihtyAssessment
Glade Creek /'Project-No. 854 - Unnamed Tributary - Downstream -
° Assessed Len th 265 feet `
Major Channel
Category
Channel
Su'b-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
I Vertical Stability
1 Aearadation - Bar formation/gowth sufficient to sigulicantly
deflect flow lateral not to include point bars
I
29
89%
2 Degradation - Evidence of downcutting
0
0
100%
(Riffle and Run Units)
2 Rrflte Condition
1 Texture/Substrate - Riffle maintains coarser substrate
4
4
°
100%
,
R
3 Meander Pool
I Depth Sufficient (Max Pool Depth Mean BankfA Depth z 1 6)
4
5
80
2 Length appropriate (> 30 %of centerline distance between tail of
up stream nffle and head of downstream riffle
4
5
80%
Condition
1 Thalweg centermg at upstream of meander bend (Run)
5
5
100%
4 Thalweg Position
-
2 Thalwegcentenng at downstream of meander bend (Glide)
5
5'
100%
2 Bank
t Scoured /Eroding
Bank lacking vegetative cover resultmgsimply from poor growth
and/or scour and erosion
1
18
97%
0
0
97%
Banks undercut /overhangmgto the event 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 providingliabitat
3 Mass Wasting
Bank slumpmg 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 lackmgany substantial flow underneath sills or arms
5
6
83%
K
3 Bank Protection
Bank erosion within the structures event of influence does NOT
exceed 15%
9
9
l00%
P601fomangstructuresmaintammg " Max Pool Depth Mean
4 Habitat
Bankfull Depth Ratio? 1 6 RootwadsAogs providing some cover at
6
6
1000/.
a
base -flow
N/A - Item does not apply
Glade Creek B -3 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix B
Visual Assessment Data
Table, G., Vegetation Conditiod;Asse'ssment n • ]
G Glade Creek'/ Project No. 854
Planted Acreage 4:31
Vegetation Category
Definitions
CCPV Depiction
Number of
Combined
% of
Planted
Polygons
Acreage
Acreage
1. Bare Areas
Very limited cover of both woody and herbaceous material
N/A
0
000
0%
2. Low Stem Density Areas
Woody stem densities clearly below target levels based on M Y3,
N/A
0
000
0%
4, or 5,stem count•criteria ,
Totals
0
006
0%
Areas with woody stems of asize class that are obviously small
3 Areas of Poor Growth Rates or Vigor
given the monitoring year
N/A
0
0 00
0%
Cumulative Totals'
0
000
0%
Easedient Acrea -e 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 poly gons at map scale)
(Red - Dense/Yellow -
16
234
15%
Present /Orange - Treated)
5. Easement Encroachment Areas
Areas or points (if too small to render as polygons at map scale)
N/A
0
000
0%
N/A - Item does not apply
r
Glade Creek B -4 Equinox
Project No 854 January 2015
Monitoring Year 4 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 January 2015
Monitoring Year 4 of 5

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 3
Upstream
Glade Creek — Permanent Photo Station 4
Upstream
Glade Creek B -6 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

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 January 2015
Monitoring Year 4 of 5

-T;kl I
NW-A. Ak,61, dft�
XT
f6b
-T;kl I
NW-A. Ak,61, dft�

Appendix C
Vegetation Plot Data

Appendix C
Table `7: Vege'tation_Plot Criteria'Attainment
Creek/ Pro'ect,No. 854
"Glade
Vegetation
Vegetation Plot
Survival
Tract Mean
ID
Threshold Met?
1
Yes
100%
2
Yes
3
Yes
4
Yes
5
Yes
6
Yes
Glade Creek C -1
Project No 854
Monitoring Year 4 of 5
Vegetation Plot Data,
Equinox
January 2015

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 2
Monitoring Year 4 — July 15, 2014
Glade Creek C -2 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

a-
7•.,
F t r F•yi
/
14P`"i�'-

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 5
Vegetation Monitoring Plot 6
Monitoring Year 4 — July 15, 2014
Glade Creek C -4 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix C
Vegetation Plot Data
Glade Creek C -5 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5
Table 8. CMS Vegetation Plot Metadata
Glade Cree,k/Project No. 854
Report Prepared By
Owen Carson
Date Prepared
7/18/20148:56
database name
Equinox- 2014- A- GladeCreek -MY4 mdb
database location
Z: \ES \NRI &M \EEP Monitoring \Glade Creek \Glade -MY4 2014 \Data \Veg
compute_ rname !
FIELDTECH3 -PC
51527680 T
file size
DESCRIPTION OF°WORKSHEETS IN THIS DOCUMENT------- - - - --
Descriptioncof database file, the report worksheets, and a summary of
Metadata
+
project(s) and project data
_
Each project is listed with its PLANTED stems per acre, for each year
P_roj, planted
This excludes live stakes.
Each project is listed with its TOTAL stems per -acre, for each year. This
includes live stakes, all planted stems, and all natural /volunteer
Proj, total stems
stems
List of plots,surveyed with location and summary data (live stems,
Plots
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. V
—
'List of most frequent damage classes with number of occurrences and
Damage
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
A matrix ofthe count of PLANTED living stems of each species for each
and Spp
- _
plot; dead_ and missing stems are excluded.
A matrix of the count of total living stems,of each species (planted and
ALL Stems by Plot and
natural volunteers,combined) for each plot; dead and missing stems
spp lare
excluded
PROJECT SUMMARY
_
Project Code
854 _ T
project Name
Glade Creek
Description
- --
River Basin
New
length(ft)
stream -to -edge ,width (ft)
area (sq m)__
Required Plots (calculated)
Sampled Plots T6
Glade Creek C -5 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix C
Vegetation Assessment Data
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�quirements by 10'/0
Glade Creek C -6 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Appendix D
Stream Survey Data
Stream Survey Data

Appendix D
Stream Survey Data
Glade Creek
Cross-section 1 - Riffk
Station 3 + 13.39
2617 - - - - -- --
2616
2615
_ 2614
i
4
C
0 2613
ea
'u
Gs7
2612
2611
2610
2609
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)
MY05110 /2011 -- -MY112113/2011 - MY27/17/2012 -MY36/20/2013 -MY45/06/2014 - - --Bkf
Upstream
Downstream
Glade Creek D -1 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross - Section 2 - Pool
Station 5 + 99.40
2616
2615
2614
2613
0
___ V ___
________
________
________
___ ___
.L 2612
z
b
2611
2610
2609
2608
0+00 0 +10 0 +20 0 +30 ONO 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 - -- Bkf
Upstream
Downstream
Glade Creek D -2 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
G lade C reek
CrowSection 3 - Riffle
Station 8 + 39.86
2616
2615
2614
r 2613
V
V
0
2612
d
2611
2610
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)
— MVO 5/10/2011 --- MY112/13/1011 — MY27/17/2012 — MY36/20/2013 —MY45/06/2014 -- -Bkf
Upstream
Downstream
Glade Creek D -3 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Glade Creek
Cross - Section 4 - Riffle
Station 15 +69.44
2612
2611
2610
2609
`u
0 2608
a
_Y
Ls7
2607
____
____
___
____
___
____
___
____
___
____
___
__
____
___
____
2606
2605
1
1
1
�7
LI
2604 1
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 --- Bkf
Upstream
Downstream
Glade Creek D -4 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Glade Creek
CrowSection 5 - Pool
Station 19 + 71.18
2609 - _ - -- - _- __._ - _ .. _ _
2608
2607
2606
— — — —
-- --
--
— --
- - - --
----
--
----
----
—
V-----
v
e
2605
a
>
I
W
2604
i
�
I
2603
2602
2601
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 --- MYI 12/13/2011 - MY2 7/18/2012 - MY3 6/20/2013 - MY4 5/06/2014 - -- Bkf
Upstream
Downstream
Glade Creek D -5 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
G lade C reek
Cross- Section 6 - Riffle
Station 20 + 24.21
2610 J --
2609
2608
2607
w
c
,L 2606
u_____
W
_____
____
_____
— — — —
- - - --
2605
2604
2603
2602
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)
MY05 /11 /2011 - MY112/14/2011 +MY27/18/2012 — MY36/2012013 —MY45/06/2014 -- Bkf
Upstream
Downstream
Glade Creek D -6 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
IIT Glade Creek
Cros"ection 7 - Riffle
Station 2 + 38.94
2608 -- -- -
2607
2606
2605
w
G
2604
,L
a
u
2603
2602
2601
2600
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 - MYI 12/14/2011 - MY2 7/18/2012 +MY3 6/20/2013 - MY4 5/07/2014 --- Bkf
Upstream
Downstream
Glade Creek D -7 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
UT Glade Creek
Cros&Section 8 - Riffle
Station 0 + 53.21
2607
2606
2605
2604
e
0 2603
i
- ----
-- --
-- - - --
- - -- - --
2602
2601
2600
2599
0+00 0+05 0+10 0 +15 0 +20 0+25 0+30 0 +35 OHO 0+45 0+50
Station (feet)
MY05/11/2011 -MYl 12/1412011 -MY27/17/2012 -MY36/20/2013 - MY45/07/2014 - - Bkf
Upstream
Glade Creek D -8
Project No. 854
Monitoring Year 4 of 5
Downstream
Equinox
January 2015

Appendix D
2617
2616
2615
2614
2613
2612
2611
2610
2609
2608
w 2607
c 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
o )9O 1 %0
� � o 1p
'bo 'bo �o �o yell yVo
Station (feet)
TW - WO 5/10/2011 TW -MY 1 12/132011 TW - MY2 7/17/2012 TW -MY3 6/19/2013 I'NV- NIY4 5/6/2014 a Structure - MYO • BKF ----- - - -- WS
Glade Creek D-9 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5
---------------
,
-.
♦
' --
TVA
- - - - -- -
- - - --
•
XS1 -R
,
XS2 - P
,
XS3 - R
--- - - - -- ------- -----
--
•
-----------------t-
XS4 - R
1
'
,
------- - - - - --
•
1
•
XS5 -P XS6 -R
-----------
•
o )9O 1 %0
� � o 1p
'bo 'bo �o �o yell yVo
Station (feet)
TW - WO 5/10/2011 TW -MY 1 12/132011 TW - MY2 7/17/2012 TW -MY3 6/19/2013 I'NV- NIY4 5/6/2014 a Structure - MYO • BKF ----- - - -- WS
Glade Creek D-9 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
e
0
R
W
Stream Survey Data
Unnamed Tributary
Longitudinal Profile
Station 0 +03 - 2 +68
s o s o s o s o s o s
Station (feet)
TW - MYO 5/11/2011 TW - MYl 12/13/2011 TW - MY2 7/19/2012 - TW -MY3 -06/20/2013 TW - MY4 5/7/2014 <' Structure • Bkf --- --- --- WS
2605
2604
2603
2602
2601
2600
2599
2598
O.0
0
Glade Creek D -10 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5
i
A
erage Ba nkfull SI
_. ---
1
----- ----- - - - - --
1
1
I
------------------------------
+
-- - - - --
--------------------- - - - - --
---------------------
XS7 -R
rpt
- - - - --
---------------------------
1
"r---
1
1
' ----------------
,1
A
- -- ------------------------
t
/
1
1
� 1
1
y
�
I 1
XS8 -R
f'
i
s o s o s o s o s o s
Station (feet)
TW - MYO 5/11/2011 TW - MYl 12/13/2011 TW - MY2 7/19/2012 - TW -MY3 -06/20/2013 TW - MY4 5/7/2014 <' Structure • Bkf --- --- --- WS
2605
2604
2603
2602
2601
2600
2599
2598
O.0
0
Glade Creek D -10 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
:G ade Creek
Cross_ Section 1 - Riffl`e
Monitoring Year - 2014; MY4
Bed Surface Material
1Particle�Size Class. (mm)
4Nurnber
%
Individual ,
/og
gjOO ,-r '
C,umulatiye;;
0-0.062
0
0.0%
0%
0.062 - 0.125
0
00%
0%
0125 -025
0
00%
0%
0.25-05
0
0.0%
0%
05 -1.0
1
1.0%
1%
1 - 2
5
5.0%
6%
2-4
0
00%
6%
4 -8
0
00%
6%
8-16
9
9.0%
15%
16-32
29
290%
44%
32-64
43
43.0%
87%
64 -128
12
120%
99%
128 -256
1
10%
100%
256 -512
0
00%
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
100
100%
100%
Sum aDat -
D50
35
D84
61
D95
90
Glade Creek D -11 Equinox
Protect No 854 January 2015
Monitoring Year 4 of 5

Appendix D
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Stream Survey Data
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 1- Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
O�Ory 'ti'1y O'1y Oy ti� •y" L ry'' p 0 '16 ^�1' �Ob ��O •1y0 yti'L O•yP Opp Oro �`k
00. OObry O. Oti~y Oryy Oh ,y ,�~ Op• 1,y0 �yb• hti~~ Ory °ti BOA �'aa
ti ti
s MYl Cumulative % f- MY2 Cumulative % --E-MY3 Cumulative % t MY4 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 1- Riffle
06ry 1,tiq OIt, Oy O ;'V ry A b "A Nb .,'L bP tiy0 '1y6 yti'L O•yb Op0 Oojb �v.
o �, oa�,ti � otitis otiy ��'. � �� �ti 6" lti� tiye h'tis otiary o °gib �aa
1 'L
■ MYl % by Size Group ■ MY2 %by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -12 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Gl ade Creek
Cross Section 2 - Poo'I
Monitoring Year - 2014; MY4
Bred Surface Material
Particle Size Class (mm
Number
%
Individual
% '
. Cumulative}
0-0.062
38
380%
38%
0062-0125
6
6.0%
44%
0.125-025
4
40%
48%
0.25-05
8
°8 0%
56%
05-1.0
0
0.0%
56%
1 - 2
0
0.0%
56%
2 - 4
0
00%
56%
4 - 8
0
0.0%
56%
8-16
13
13.0%
69%
16-32
12
120%
81%
32 -64
10
100-%
91%
64 -128
9
9:0,%
100%
128 -256
0
00%
100%
256 -512
0
00%
100%
512 -1,024
0
00%
100%
1024 -2048
0
00%
100%
2048 -4096
0
00%
100%
Bedrock
0
0 -0%
1 100%
Total
100
100%
D50
0.3
D84
3;7
D95
80
Glade,Creek D -13 Equinox
Project No 854 January°2015
Monitoring Year 4 of 5

Appendix D
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Stream Survey Data
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 2 - Pool
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
'1 5 '� h O 'L ♦ 0 ,yb ,y'L yb ,y0 yb 'ti1' ,yb y0 0rO w
do ,ti'k O% O ti' ti ti ? 0 0, ry P1 O;L bh ,YO ,ti0 AO a�ot'
oA' o�ti�' O�,tiy otih O`' � � � titi by htiti ti�ti4 rye �
■ MY1 Cumulative % -f MY2 Cumulative % --a— MY3 Cumulative % tMY4 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 2 - Pool
'L h h h O 'L b 0 -!0 1�1 bP ,ti0 h0 titi ,yb p0 b `�
OHO ,y'Y 01 O ti ti ry P 0 10, �ti Opti ry�ry ybh ry,ti0 py0
O OOb'L O.''ry. ptiy Oy '�' ti y"Y 01'
■ MY1 % by Size Group ■ MY2 % by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -14 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix
Stream Survey Data
g& g MMWFRR� 11
Cross Section 3 - Riffle
Monitoring Year - 201,4;, MY,4
R, W r7t i U I
- RM-14MRm
-IatiVe,�4
256-512
0
000/0
100%
1024-2048
0
00%
100%
2048-4096
0
00%
100%
Bedrock
0
00%
100%
Total
123
100%
100%
D50
41
D84
76
D95
110
Glade Creek [-15 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Stream Survey Data
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 3 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
30%
0%
d°ti tie oyy Dy do ti M1 ti' a ro tie 3ti ea �,ti� eye htiti otiy oy4 fro �w
p � ,ti � .tih oryy p� � tib �~ by �ti0 �yb ytiti~ p1•dry oy�A mat
opf° O~ ti ti
-f- MY1 Cumulative % -6 MY2 Cumulative % -f- MY3 Cumulative % t MY4 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 3 - Riffle
,% .tih .tiS Oy ,yra 'L y 0 ,tib ,titi by ,ti0 �b ,ti'ti ,tia a 9r0 �`!•
�O ip O• h 1p ti ti y" N1b• 1ti Gy% 1ry�ti tiyGy ti�'~o 1V y0po mat°
O O�bti �'ti1y Oti h .y0 ,tip
■ MYS %by Size Group ■ MY2 % by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -16 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Y,
ZQ�rI*cIw-O,;e' �—LCR:ffie"W
L
Cross Section 4 - Riffle
Monitoring Year - 2014; MY4
Surface ial
,ar i le iz
,Number
R0 im a
W
J
r muaiNgv,
0 - 0.062
1
1.0%
1'%
0.062-0125
0
00%
1%
0125-025
0
0.0%
1%
025-05
1
10%
2%
05-10
0
0.0%
2%
1-2
4
39%
6%
2-4
0
00%
6%
4-8
1
10%
7%
8-16
4
39%
11%
16-32
15
147%
25%
32-64
43
42.2%
68%
64-128
26
25.5%
93%
128-256
6
59%
99%
256-512
1
1.0%
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
102
100%
100%
D50
50
M4
88,
D95
140
Glade Creek D-17 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D Stream Survey Data
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Oy ,YO 'L b 0 ,tib ,y'y bb ,y*1 hb titi . yb bib 96 c�
006 O~ 0. 5 �, ti ti a" 0 6' ti• % 6'ti by ,10 ry0 p0 aio
006,1. q' oy 0. •� 3 titi by yy'1' O,tib" Ob0 be
1 'L
• MY1 Cumulative % • MY2 Cumulative % --Ili-MY3 Cumulative % tMY4 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 4 - Riffle
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 4 - Riffle
100%
90% -- —
80% - - -- - - - -- - - - -- - -- -- — —
60%
50%
40%
30% -_ _ -- - - - - -- --
20%
10%
0% - - -- --
6'L
00 O~ O h y. 'i ti b' 0 6 ti 0:~ 0"1 by 10 .10 ➢O ago
O 006,1• O�,tiy' Oti O. '1 � �o .y'Y ,ti5 ytiti �O,yb tiObb 0e'
■ MY2 % by Size Group ■ MY2 % by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -18 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
r Glade Creek`ktif.
Cross Section 5 - Pool
Monitoring Year - 2014; MY4
Bed Surface Material %
Particle Size Class, mm; . Number In1 diu�idual Caumulati�e
0-0062
72
72.0%
72%
0.062-0125
7
7.0%
79%
0125-0.25
4
4.0%
83%
0.25-0.5
0
0.0%
83%
05-1.0
0
0.0%
83%
1 -2
0
-0.0%
83%
2-4
0
0.0%
83%
4 - 8
0
00%
83%
8-16
0
00%
83%
16-32
0
0.0%
'83%
32-64
7
70%
90%
64 -128
9
90%
99%
128 -256
1
110%
100%
256 -512
0
0.0%
100%
512 -1024
0
00%
100%
1024 -2048
0
0.0%
100%
2048 -4096
0
0.0%
100%,
Bedrock
0
00%
100%
Total
100
100%
100%
E ,.— - mma
D50
0.062
D84
36
D95
85
Glade Creek D -19 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Glade Creek D -20
Project No. 854
Monitoring Year 4 of 5
Equinox
January 2015
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 5 - Pool
100%
,
90%
--
80%
ZY
70%
60%
50%
40%
30%
20%
--
- -- - - -- - -- -- - - -- - - - - - -- - -
- -- - -- - —
10%
0%
O
06ti �tih Otih
O ti O by
0�6 01
Oy O
O,tiy Oy
�'Y �•b b6 ,y6 ,b'Y �` �,y0 ryy6
0 ti6 �ti 6a ,ti0
�.y'Y 01•P
ryy6 �ryy
y
Oa4 Qb OV
tia�, 0 mat
ti0 ~�
—t- MY1 Cumulative % tMY2 Cumulative % f —MY3 Cumulative % MY4 Cumulative %
Glade Creek
Pebble Count - Percent Individual
Cross Section 5 - Pool
100%
90%
80%
--
70%
60%
-
- -- - - - - - --
- - -. _._._-
-- - - ---
50%
40%
-.
- ---- -----------------
30%
20%
-- - -- - - -- - - -- - -
_
10%
- - - -- -- - -- -- - -- --
0%
06ti �tih Otih
O O. ti O. by
006 O~
py ,ti0
Otiy Oy
titi ti b P "6 16 •y'L 6� titi0 tihfo
0 ,yb• 3ti 6p. titi0
ytiti Otia
ryyd ytiti~
Od0 006 0�
O'L�`ry pa$o- mac
ti ti
■ MY1 % by Size
Group ■ MY2 % by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -20
Project No. 854
Monitoring Year 4 of 5
Equinox
January 2015

Appendix D
Stream Survey Data
54M
Cross Section, 6 - Riffle
Monitoring ear - 2014; MY4
a B e a 9 G ff ce Material
.
r tic I a,, i z a Class iImm ,
II
er
PVgn-
--
0I "P
tnOii4va
JCJ flotiye ,
0-0062
4
4.0%
4%
0062-0.125
0
00%
4%,
0.125-025
0
0.0%
4%
025-05
3
30%
7%
0.5-1 0
0
0.0%
7%
1 -2
0
0.0%
7%
2-4
0
0.0%
7%
4-8
0
00%
7%
8-16
6
6.0%
13%
16-32
22
22.0%
35%
32-64
36
36.0%
71%
64-128
20
200%
128-256
9
9.0%
100%
256-512
0
0.0%
100%
512-1024
0
0.0%
100%
1024-2048•
0
0.0%
100%
2048-4096
0
0.0%
1100%
Bedrock
0
0.0%
100%
'Total
100
100%
100%
N---, 100
D50
43
D84
90
D95
160
Glade Creek D-21 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Stream Survey Data
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 6 - Riffle
b'L 1h ryy Oy ,ti0 'L b 0 tib ryry ba ry0 y0 ,ti'l• ryp e0 b
00 O~ y 0. ryy Oy ti ry R by �ti 6pv 1ry0'ti ryy6`' 1ryti0 rypry0 0A0°1 0ea�o
O OObry O~•y O. y ti0 .LOh
■ MY3 Cumulative % -f-MY2 Cumulative % MY3 Cumulative % t MY4 Cumulative %
100%
90%
80%
10%
60%
50%
40%
30%
20%
10%
0%
Glade Creek
Pebble Count - Percent Individual
Cross Section 6 - Riffle
Obry 1ryh Oyh Oy ,y0 ,; L i b b 0 �b ,p'L ba ti•L� ryyb �!ti, plP O0 Oqb otl-
ti
O Q y 0 ryq 01y Oy 9 '�6 'y�' fob' 'r'l� 'Fyb y'y'1• O'l4 OP0 Q�
006 01 .v ry
■ W2 %by Size Group ■ MY2 % by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -22 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream,Survey Data
Glade Creek D-23 Equinox
`Pr-oiect,No 854 January 2015
Monitoring Year 4 of 5
Cross Section 7 - Riffle
Monitoring Year - 201,4;, MY4
Ied U Material
APNr
Number
0
qMpm q 4 5 tj N,
0-0.062
0
00%
0%
0062-0.125
2
19%
2%
0125-025
2
1.9%
4%
025-05
7
6.5%
10%
05-1.0
1
09%
11%
1-2
1
09%
12%
2-4
4
37%
16%
4-8
5
4.7%
21%
8-16
17
1159%
36%
16 -12
25
234%
60%
32-64
29
271%
87%
64-128
12
112%
98%
128-256
1
09%
99%
256-512
0
00%
99%
512-1024
1
0.9%
100%
1024-2048
0
00%
100%
2048-4096
0
0.0%
100%
Bedrock
0
0, 0%
100%
Total
107
100%
1,00%
D50
25
D84
59
D95
86
Glade Creek D-23 Equinox
`Pr-oiect,No 854 January 2015
Monitoring Year 4 of 5

Appendix D
100%
90%
80%
70%
60%
S0%
40%
30%
20%
10%
0%
Stream Survey Data
Glade Creek - Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 7 - Riffle
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Orory 'ti1y p1� Oh �� �'~ ry'p b� tib 3ti � 'Ytia �yb ytiti Oda Oa0 006 °�
OOb O'y h .y0 .ti0a
• MYi Cumulative % —a— MY2 Cumulative % MY3 Cumulative % t MY4 Cumulative %
Glade Creek - Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 7 - Riffle
d°ti titiy o~y Oh +° tiry ti > a'm Nb ' loll�ti0 ryye ytiti otia oae 0°� °�
� O�ti O~~y Oti h .y0 .t0
■ MY1 % by Size Group ■ MY2 %by Size Group ■ MY3 % by Size Group ■ MY4 % by Size Group
Glade Creek D -24 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
1 �. Glade SWUM -& *- 17,
,
Cross Section 8 - Riffle
Monitoring Year - 2014; MY4
c-51 a ri -
._Particle Size Class (MMV
NJffl -e r
I Rd -v -UU5)
-P - -1
p
k
R
t
UMVI a
0-0062
2
1.9%
2%
0.062-0125
1
09%
3%
0.125-0.25
3
28%
6%
025-05
0
00%
6%
05-1.0
0
0.0%
6%
1-2
6
5.6%
11%
2-4
2
19%
13%
4-8
7
65%
19%
- 1'6
8
7.4%
27%
-8
-16 - 32
12
11.1%
38%
32-64
35
324%
70%
64-128
28,
259%
96%
128-256
4
37%
100%
256-512
0
0.0%
100%
512-1024
0
00%
100%
1024-2048
0
0.0%
100%
2048-4096
0
0.0%
100%
Bedrock
0
00%
100%
T_ otal
108
100%
100%
-MM
D50
41
D84
81
D95
120
Glade Creek D-25
Project No 854
Monitoring Year 4 of 5
Equinox
January 2015

Appendix D
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
Stream Survey Data
Glade Creek - Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 8 - Riffle
OHO~ 'yryy 01y Oy 1%, 'VII,
; b p %
O ~b
'L O ti5 ply Oh tib �� ba %rye 1y� y�ti� ptipry pa�o- 0ea`
Op6 O~ 'Y ti
a MYl Cumulative % 0 MY2 Cumulative % -F MY3 Cumulative % -IF- MY4 Cumulative %
Glade Creek - Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 8 - Riffle
100%
90%
80%
70% - --
60%
40% —
3076 - -- — -- - --
I
20% j— - -- — - -- - -- — - - - - --
10%
0%
o6ti �ti5 otih oy o ti ti o D ~� �ti ya tiro ryy� ytiti olio- oar O°� o`w
01 �ti0 ryyd yti~1 01p� OpOo- 0ea`
aI MY1 %by Size Group ■MY2 %by Size Group ■MY3 %by Size Group 0 MY4 %by Size Group
Glade Creek D -26 Equinox
Project No. 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
- Information unavailable
Non - IteT m does not aPPjY
Non-
Applicable
Glade Creek D -27 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5
Table 10a. Wifelige Stream Data Summary,
Glade Greek /Pro ect No:,854,- 'GladerCreek, 2 558' feet
Parameter
Regional Cure
Pre- Existing Condition
Reference Reach -Data
Design
-
Monitoring Baseline
Diriiension & Su_bstrate - Riffle
LL
UL,
Eq
Min
Mean
,Med
,Max
'SD,,
N
Min
Mean
Med
Max'
SDI
, tN,-
Min,
Mean
Max
_Min,
Mean
'Med
'Max-I
SD
N
Bankfull Width (ft)
441
307
340
35 2
4L2_
449
4,77
59
4
Floodprone Width (ft)
45
70
>76
688
89 1
89'0,
1_094
225
4
Bankfull Mean Depth (ft)
141
1 90
156
09
12
12
13
02
4
Bankfull Max Depth (ft)
< 2
23
25
2'2 "
17
1 8
19
1 9
0 1
4
Bankfull Cross Sectional Area ftZ
630
574
53`0
41 6
491
463
622
9 1
4
Width/Depth'Ratto
p • _
—1
1 3171
164
220
27 6
390
369
622
113
4
Entrenchment Ratio
1
1 60
1
1
1
1
23
>2 21
15
21
22
26
05
4
_Bank Height Ratio
_
1 2
1 -
1
1 30
1
1
10
10
1 0
10
10
10
00
4
Profile^ _
-
Riflle Length (ft)
146.
35 3
31 8
549
131
18
Riffle Slope (ft /ft)
_
0 002
0611
0 010
0 025
0 006
18
Pool Length (ft)
72
417
446
749
228
30
Pool Max Depth (ft)
-
57
-
3 1
44
312
41
41
56
07
31
Pool Spacing (ft)
110
-
228
7
-
224
-
91
155
107
845
985
1625
51 0
29
Pattern
Channel Belt Width ft
77
184
8
90
-
104
55
134
593
767
745
92 1
11122
12
Radius of Curvature ft
34
118
8
76
135
53
172
41 7
579
503
1010
1780
15
Rc Bankfull Width ft /13
-
-
-
-
-
-
-
-
-
-
-
-
-
Meander Wavelength ft
1
66
403
10
-
350
-
136
261
163 9
2236
2307
259 1
2834
13
Meander Width Ratio
36
187
-
29
-
34
16
40
16
18
1 7
2 1
026
4
Trans "rt Parameters,
_
Reach, Shear Stress Com" eten lb /ft'
"
041
0 39
036
Max Part Size (mm) Mobilized at BankfWlI
10
21
Stream Power (Transport Ca acit W /m2
I
-
Additional,Rea_ ch,Parameters'
T
Rosgen Classification
CE4/F4 /G4
C4
C4
C
Bankfull Velocity (fps)
33
N/A
38
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)
-
-
-
00055
Bankfull Slope (ft /ft)
,
0 005
0 014
0 004
00050
Bankfull Floodplam Area (acres)
, '
-
-
-
% of Reach with Eroding Banks I
-
-
-
_
-
Channel Stability or Habitat Metric
-
Biological or Other
p
- Information unavailable
Non - IteT m does not aPPjY
Non-
Applicable
Glade Creek D -27 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
- Information unavailable
N/A —Item does not apply_r__,___�1
1Non= Applicable
Glade Creek
Project No 854
Monitoring Year 4 of 5
� � l
D -28
Equinox
January 2015
Table 10a. Baseline Stre am Data Summary
Glade Creek / Project *o. 854 - Unnamed Tributa 265 fee,t
Parameter
Regional Curve
Pre - Existing Con (htion
Reference Reach Data
Design
Monitoring Baseline
Dimen'sio'n ' kWstra_te -Riffle
LL
ULP
Eq
Mtn
_Mean
Med
;Mai
1, SD,
N,
Min
Mean
Med
Max
SD
N
Nhn
Mean,Max.
Mtn'
Mean
Med
Max
SD
N
Bankfull Width (ft)
-
126
-
307
120
173
181
181
18 9
N/A
2
Floodprone Width (ft)
13
-
25
70
>44
33 5
377
37 7
41 8
N/A
2
Bankfull Mean Depth (ft)
-
08
-
1 9
07
07
08
08
08
N/A
2
Bankfull Max Depth (ft)
10
21
10
1 2
1 3
1 3
1 3
N/A
2
Bankfull'Cross Sectional Area ftZ
99
574
82,
12 7
130
130
132
N/A
2
Width/Depth Ratio
160
16`4
18 0
22'7'
25 5'
25,5
283
N/A
2
Entrenchment Ratio
1 I
20
23
->2 2
1 9
2 1
2 1
2-2
N/A
2
Bank Height Ratio
1
1'2!2 0
1
1 -
I
I
I
1 10
1
1
1
10
10
1 0
10
1 0
N/A
2
P %file - 11
`
Riffle Length (ft)
5 8
103
103
146
40
6
Riffle Slope (ft /ft)
0 001
0 017
0 015
0 034
0011,
-6
Pool Length (ft)
36
133
108
29 5
8 5
9
Pool Max Depth (ft)
35
31
-
22
-
18
27
26
34
05
7
Pool Spacmg (ft)
224
31
56
5 5
34 1
31 5
59 8
208
7
Pattern
-
h
Channel Belt Width ft
57
79
7
90
-
104
30
45
286
343
36 1
37 1
3 51
5
Radius of Curvature ft
17
71
10
76
135
27
33
17 1
198
19'5
225
221
5
Rc Bankfull Width ft /ft
-
-
-
_
-
-
-
Meander Wavelength ft
66
`93 _
6
-
350
-
75
84
664
�22
83 9
9 78
3
Meander Width Ratio
4 5
6 3
2 9
3 4
2 5
3 8'
1 9
2 1
N/A
2 0
Transport Parameters;
Reach Shear Stress (Competency) Ib /ftZ
052
0 17
030
Max Part Size (mm) Mobdized4t Bankfill1l
15
3
65
Stream Power, Trans ort Capacity) W /mZ
AddittonaLReach Parameters
Rosgen Classification
_
C4
C4
C4
C
Bankfull Velocity (fps)
2
N/A
24
Bankfull Discharge (cfs)
76-98
20
375
20
Valley Length,(ft)
°
175
-
226
Channel Thalweg Length (ft)
— 300
-
275
264
Sinuosity
171
1 10
122
1 17
Water Surface Slope (ft /ft)
-
-
-
00064
Bankfull Slope (ft /ft)
0 011
0'014
0 006
00058
Bankfull Floodp lain Area (acres)
-
% of Reach with Eroding Banks
_
-
-
Channel Stability or Habitat Metnc
Biological or Other
l' _
- Information unavailable
N/A —Item does not apply_r__,___�1
1Non= Applicable
Glade Creek
Project No 854
Monitoring Year 4 of 5
� � l
D -28
Equinox
January 2015

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 1 558 feet
Parameter_'
Pre-Existing Condition
- - -
Reference ReachMata
- -
Design
Monitoring Baseline
Ri % /Ru % / POW/ G %/S%
_
-
-
-
-
-_
-
25%
9%
49%
'l6 °/a
2%
SC% /Sa % /G°/ /C % /B % /Be%
z
d16 /D35 /d50 /d84 /'d95 /di ° /d,' mm
0136
087
125
114
115`0
_
-
017
29
58
180
300
Entrenchment Class
_
_
-
i
^
<15/15 -199 2 -49 50- 99/>10
Incision Class
- -
-
<12/12.1149/15- 199/>20
i
e
- imormauon unavauae
LNon AApplicable m - -_
Table 10b. Baselme,Streatn Data Summary ` '
e K ` (Substrate; Bed, Bank, and Hydrologic= Contammedt 'ParnmeteeDistnbutions)' '
Glad" CreeU Pm ct,ko. 854'-.'D ye Branch- bownstream, 265 feet)`
Parameter
- -
Pre - Existing Condition
- -
Reference Reach Data
--
Design
Monitoring Baseline
Ri% / Ru% P% / G% / S%
- -
-
24%
HOW %'
47%
16%
2%
SC% /Sa % % /G% /C % /B % /Be
z
d16 /D35 /d50 /d84 /d95 / dip /di`P mm
03
11
27
85
115`0
-
-
017
29
58
180
300
Entrenchment Class
_
^
<35 /15- 199/2- 49/50- 99/ >10
Incision Class
- -
-
<12/12 -149 15- 199/>20
i
e
inmrmauon wiavanaoie
N/A _,ltem does not aooiv
;Non-Apphcable - _
Glade Creek D -29 Equinox
Protect No 854 January 2015
Monitoring Year 4 of 5

Appendix D
Stream Survey Data
Table 11a,. Baseline Morphol'ogy'& Hydraulic Monitoring Summary
Glade `Creek /`Project No: 854,-- G1`ade Creek,(2,558 feet)
Cross- Section,l
Riffle
Cross - Section 2
Pool
Cross - Section 3
Riffle
Dimension
Base
MYl
MY2
MY3
'MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
-MY4
MY5
Record Elevation (datum) Used
2,613
.2,613
2,613
2,613
2,613
2,612
2,612
2,612
2,612
2,612
2,611
2,611
2,611
2,611
2,611
Bankfull Width (ft)
477
488
51 3
45 3
38 1
504
�49 3
49 1
467
390
476
476
476
465
461
Floodprone Width (ft)
1090
1094
1094
1094
1094
69 1
691
691
69 1
69 1
704
704
704
704
704
Bankfull Mean Depth (ft)
09
09
09
09
1 1
16
1 7
1 7
17
20
1 3
13
1 3
1 3
1 3
Bankfull Max Depth (ft)
1 9
19
19
1 8
1 9
30
3 3
3 3
32
35
19
19
1 9
20
2-1
Bankfull Cross Sectional Area ft2
41 6
456
45 9
424
410
783
830
836
78 1
778
622
641
639
595
605
Bankfull Width/bepth Ratio
547
522
574
484
35 3
325
293
289
279
196
36 5
353
35 5
363
35 1
Bankfull Entrenchment Ratio
23
22
2 1
24
2,9
14
14
14
1 5
1 9
1 5
15
1 5
1 5
1 5
Bankfull Bank Height Ratio
1 0
1 0
1 0
1 0
1 0
10
10
1 0
10
1 0
1 0
1 0
1 0
1
Cross Sectional Area between End Pins ftZ
41 8
45 6
45 9
48 4
41 0
' 78 3
83 0
83 6
78 1
77 8
62 2
64 1
63 9
59
5
t
d50 (mm
N/A
47
33
33
35
N/A
7 3
1 7
1 1
0 3
N/A
45
22
4
Cross - Section 4
Riffle
Cross - Section 5
Pool
Cross- Section 6
Riffle
Dimension
Base
MYl
W1
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,607
2,607
2,607
2,601
2,607
2,606
2,606
2,606
2,606
2,606
2,605'
2,605
2,605
2,605
2,605
Bankfull Width (ft)
352
36 3
349
348
33 5
532
51 5
51 9
444
346
42 1
429
424
374
349
Floodprone Width (ff)
688
688
688
688
688
1179
1179
1179
117 9
117 9
107'6'107
6
1076
1076
1076
Bankfull Mean Depth (ft)
13
1 3
14
1 3
1 6
1 3
1 5
1 4
16
20
1 1
1 1
1 1
1 2
1 3
Bankfull Max Depth (ft)
17
1 9
1 9
19
29
3 7
4 1
40
3.9
41
18
1 9
1 9
20
24
Bankfull Cross,Sectional Area (fj2)
449
469
47.5
46 1
503
687
750
74 1
72 1
68 3
477
490
484
441
459
Bankfull Width/Depth Ratio
276
28 1
256
263
223
41 1
35 3
363
273
175
372
375
37 1
31 7
265
Bankfull Entrenchment Ratio
20
1 9 -'
20
20
2 1
22
23
23
27
34
26
25
25
29
3 1
Bankfull Bank Height Ratio
10
1 0
1 0
10
1 0
1 0
10
1 0
1_0
10
1 0
1 0
16
1 0
1 0
Cross Sectional Area between End Pins (ft2)
449
469
475
46 1
503
68 7
75 0
74 1
72 1
68 3
477
490
484
44 1
459
d50 (mm)
N/A
47
14
38
50
N/A
8
1 4
0 062
0 062
N/A
44
18
51
43
N/A - Item does not apply
Glade Creek D -30 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D
Table'lft .. Baseline Morphology'kHydradW Monitoring Summary
Glade,Creek / Project No: 854 - Unnamed Tributaiy (264, febt)
Cross - Section 7
Riffle
Cross - Section 8
Riffle
Dimension
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,604
2,604
2;604
2,604
2,604
2;602
2,602
2,602'
2,602
2,602
Bankfull Width (ft)
17 3'
175
177
169
166
189
191
181
185
178
Floodprone Width (ft)
33 5
335
33 5
33 5
335
41 8
41 8
41 8
41 8
41 8
B_ankfull Mean Depth (ft)
08
07
08
07
07
07
07
07
07
0'7
Bankfull Max Depth (ft)
13
1 2
1 2
1 2
12
12
12
12
1 1
12
Bankfull Cross Sectional Area (ft)
'13 2
DO
134
12 4
120
127
13.0
122
121
11 7
Bankfull Width/Depth Ratio
227
236
234
23 1
214
283
28 1
270
284
26 9
Bankfull Entrenchment Ratio
19
1 9
19
20
2 1
22
- 2 2
23
23
24
Bankfull Bank Height Ratio
l' 0
10
10
10
1 0
1 0
10
1 0
1 0
1 0
Cross Sectional Area between End Pins (ft)
13 2
1 130
134
124
12' 0
12,7
13 0
122
121
117
d50(mm)
N/A
33
16
28
25
N/A
38
6
35
41
Stream Survey Data
Glade Creek D -31 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D Stream Survey Data
Table lib. Monitoring Data - Stream Reach Data Summary
Glade Creek / Prb'ect 'No. 854 -Glade Creek 2 558,leet
Parameter
Baselme'+
MY -1
MY- 2
MY-3
MY-4
MY-5
Dimension &Substrate - Ititil'e
Min,
Mean
Med
Max
SD
n _
Min
Mean
Med
_Max_
SD'
n
Mtn
Mean
Med
Max
SD
n
Mrn
Mean
Med
Max
SD
n _
Min _
Mean
Med
Max
SD
u
l�hn
Mean
Med
Max
SD
n
Bankfull Width (ft)
352
432
449
477
591
4
363
439
453
488
567
4
349
441
450
513
7 11
4
348
410
414
465
578
4
33 50
38 15
3650
4610
564
4
Flood prone Width (ft)
688
89 1
890
1094
2248
4
689
89 1
89'0
1094
22=48
4
688
89 1
892
1090
2247
4
688
89'1
890
1094
2248
4
6880
8905
8900
10940
2248
4
Bankfull Mean De thi(ft)
.09
1 2'
12
13
0 19
4
09
12
12
13
019
,4
09
12
12
14
022
4
09
12
1 3
13,
0 19
4
1 10
140
145
160
024
4
Bankfull Max Depth (ft )
17
1 8
19
19'
010
4
19
'19
19
1 9
000
4
19
19
19
19
000
4
1 8
-1-9
20
20
010
4
190
233
225
290
043
4
Bankfull Cross-Sect ionalrArea (ft2)
416 1
491 1
463 1
622
908
4
456 1
514
480
647
`8 58 1
4
459
514
480
63 =9
838
4
424
480
45 1
595
780
4'
4100
4943
48 10
6650
830
4
Width/Depth Ratio
27'6
390
369
547-
1 l 34
4
28 1
38 3
36 4
52 2
10 11
4
25'6
38 9
36 3
57 4
l3 34
4
26 3
35,7
34 0
48 4
9 42
4
22 30
29 80
30 80
35 30
647
4
Entrenchment Ratio
1 5
2 1
2 2
2 6
'0 47
4
1 5
2 0
2 1
25
043
4
1 =5
20
21
25
041
4
15
2'2
22
19
059
4
150
2 40
250
3 10
074
4
Bank Height Ratio
10
10
10
10
1 000
4
1 0
1 0'
10
] 0
000
4
10
10
10
10
000
4
00
08
1' 0
10
050
4
100
1007
10
1 00
0
4
Profile - -
Riffle,Len ` h (ft)
14 6
353
318
544
13 12
18
110
302
254
580
1494
19
8 3
274
215
523
147
18
132
304
28 1
572
1'5 1
19
7 t
474
430
97'9
21-7,
1'6
Riffle Slope ft/ft
0'002_
0 011
0 010
0 025
0006
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
0001
0 011
0 010
0 624
0 008
16
Pool Length (ft)
72
417
446
749
2275
30
77
402
43 1
'768,
2359
30
78
41 1
448
763
236
30
67
42 2
44 -3
907
250
30
64
394
327
104 5
274
28'
Pool Max De th�(ft)
32
41
41
5,6
065
31
28
40
3'9
54
065
30
25
37
16
49
06
30
27
39
39
52
07
30
290
416
415
565
074'
28 _
Pool Spacing (ft)
107
845
985
162'5
5103
29
9 3
84 2
81 2
155 4
5303
29
11 3
844
848
1703
53 3
29
98
812
919
1726
54 1
30
8 1
914
983
213 1
63'7
27
Pattern _ _ _
Channel Belt Width (ft)
593
767
745
921
1122
12
f
Radius of Curvature (ft)
417
579
503
1010
1781
15
Rc Bankfull Width (ft /ft)
084
092
092
100
N/A
2
t
Meander Wavelength (ft)
1639
2236
2307
259 1
2834
13
Meander Width Ratio
16
18
17
21
026
4
Additional Reach Parameters
Rosgen Classification
C
C4
C4
C4
C4
Channel Thalweg Length (ft)
2,548
2,558
2,555
2,556
2,556
Smuosit (ft)
117
118
118
118
118
Water Surface Slope (Channel) (ft /ft)
00055
00054
00053
00053
00054
Bankfull Slope (ft /ft)
00050
00050
00052
00054
0 0055 ,
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%
30%
11%
44%
12%
3%
SC% / SA% / G% / C %,/ B% / Be %#
110/0
14%
65%
20%
<1 %
0%
10%
24%
47%
19%
1
0%
0%
9%
23%
50%
17%
0%
0%
19%.
9%
52%
19%
0%
0%
d 16 / d35,1bd50 / d84,/ d95 °(mm )
0 504
7 25
2175
78 25
125
132
275
40-5
72 75
108'3
18 5
32 5
42 25
78 75
1 125
of Reach with Eroding Banks
0%
00/.
0%
0%
0% ,
Channel Stability &i Habitat Metiic
N/A
N/A
N/A
N/A
N/A
Biological or Other
N/A
N/A
I N/A
N/A
N/A
N/A - Information does�not "apply
Pi = 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
G1a&Creek D -32 Equinox
Project No 854 January 2015
Monitoring Year 4 of 5

Appendix D Stream Survey Data
Table 11 b. 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 I
n
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Bankf ill 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
16.00
16.90
16.90
17.80
N/A
2
Flood prone 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
33.50
37.65
37.65
41.80
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
0.70
0.70
0.70
0.70
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
1.20
1.20
1.20
1.20
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
11.70
11.85
11.85
12.00
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
21.40
24.15
24.15
26.90
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
2.10
2.25
2.25
2.40
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
I.0
1.0
N/A
2
1.00
1.00
1.00
1.00
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
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
0.004
0.010
0.011
0.014
0.004
5
Pool Length (ft)
3.6
13.3
10.8
29.5
8.5
9
1
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
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
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
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 Wavelen h (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
Channel Thalweg Length (ft)
263
264
264
269
271
Sinuosity ft
1.17
1.18
1.18
1.20
1.20
Water Surface Sloe Channel ft/ft
0.0064
0.0068
0.0068
0.0051
0.0071
Bankfull Slope ft /ft)
0.0058
0.0066
0.0066
0.0065
0.0051
Ri% / Ru% / P% / G% / S%
24%
11%
47%
16%
2%
24%
15%
47%
12%
2%
26%
14%
43%
1]5%
3%
25%
14%
46%
12%
2%
24%
14%
48%
13%
2%
SC% / SA% / G% / C% / B% / Belo*
0%
8%
81 %
11 %
0%
0%
7%
29%
48%
16%
0%
0%
3.4%120.0%160.6%115.5%
0.5%
0.0%
1%
11%
67%
20%
1%
0%
d 16 / d35 / d50 / d84 / d95 (nun
0.215
3.05
1 11.0
1 65.0
1 114.0
1
9.151
22.01
31.51
66.01
107.01
5.1
21.5
33.0
70.0
103.0
%of Reach with Eroding Banks
0%
0%
0%
0%
3%
Channel Stability or Habitat Metric
N/A
N/A
N/A
N/A
N/A
Biolo ical or Other
N/A
N/A
N/A
N/A
N/A
N/A - Intormation 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 January 2015
Monitoring Year 4 of 5

Stream Survey Data
Appendix E
Hydrological Data

Appendix E
Hydrological Data
Stream Survey Data
Table 12. Verification of-Bankfull Events
Glade ,Creek,/ Project No., 854
Feet Above
Average
Average
Date of Collection
Date of Occurrence
Method
Elevation
3/25/2013
1/18/2013
Crest gauge & wrack Imes
17
10/31/2013
Unknown
Wrack Lines
NA
7/15/2014
Unknown
Crest gauge
026
Glade Creek E1
Project No 854
Monitoring Year 4 of 5
Equinox
January 2015