20072133 Ver 1_Year 2 Monitoring Report_20130212

J I -d 133
Glade Creek
Stream Restoration
NCEEP Project Number: 854
Monitoring Contract Number: D08033S
Monitoring Year 2
2012 Final Report
Submitted to
North Carolina Ecosystem Enhancement Program
North Carolina Department of Environment and Natural Resources
November 2012
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PROGRAM
1652 Mail Service Center
Raleigh, NC 27699

1
Monitoring Firm
EQUINOX
ENVIRONMENTAL
CONSULTATION & DESIGN
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Phone: 828 - 253 -6856
Project Contact: Kevin Mitchell
Email: [e-mail]

Glade Creek Stream Restoration
2012 Monitoring Report (MY 2)
Table of Contents
10 Executive Summary/Project Abstract
20 Methodology
30 References
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Page 1
Page 3
Page 4

Appendices
'
Appendix A Project Vicinity Map and Background Tables
Figure 1
Vicinity Map and Directions
Table la
Table lb
Project Components
Component Summations
Table 2
Project Activity and Reporting History
'
Table 3
Table 4
Project Contacts
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 l0a Baseline Stream Data Summary
Table 10b Baseline Stream Data Summary (Substrate, Bed, Bank, and Hydrologic
Containment Parameter Distributions)
' Table l la Monitoring Data — Dimensional Morphology Summary (Dimensional
Parameters — Cross - Sections)
Table l lb Monitoring Data — Stream Reach Data Summary
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1.0 EXECUTIVE SUMMARY/PROJECT ABSTRACT
The goals and objectives stated in the Glade Creek Restoration Plan (NCEEP 2007) are as
follows
Protect 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 two (MY2) vegetation plot data revealed average planted stem density to be
546 stems /acre, which puts the project on track to meet the 320 planted stems /acre minimum
density criterion that must be achieved by the end of the year three monitoring period Stem
densities were found to have declined by approximately 5% from the previous year due to dead
or missing stems There are also 16 isolated patches of high threat invasive plants that 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 Lonicerajaponica, Japanese barberry Berberis thunbergit, and
Japanese spiraea Spiraeajaponica
Stream longitudinal profiles remained stable between monitoring years While three areas of bed
aggradation were present, no other significant instability in the stream channel were identified
No bankfull events have been documented since construction was completed
' 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 2012
Monitoring Year 2 of 5
1

2.0 Methodology
The stream monitoring methodologies utilized in MY2 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)
1
Glade Creek Final 2 Equinox Environmental Consultation and Design, Inc '
Project No 854 November 2012
Monitoring Year 2 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 Comrmssion, North Carolina Department of Environment and Natural
Resources - Division of Water Quality Wilmington District
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Glade Creek Final
Project No 854
Monitoring Year 2 of 5
3 Equinox Environmental Consultation and Design, Inc
November 2012

� Appendix A
' Project Vicinity Map and Background Tables
r
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The subject project site is an environmental restoration site of
the NCDENR Ecosystem Enhancement Program (NCEEP) and is
encompassed by a recorded conservation easement, but is
bordered by land under private ownership.
Accessing the site
may require traversing areas near or along the easement
boundary and therefor access by the general public is not
permitted. Access by authorized personnel of state and federal
designees /contractors involved in the
I'm 2 agencies or their 1 development, oversight and stewardship of the restoration site is
permitted within the terms and timeframes oftheir defined role,,
Any intended site visitation or activity by any person outside
these previously sanctioned roles and activities requires prior
coordination with NCEEP.
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Figure 1 - Vicinity Map
Carry Sea Glade Creek
S-Y Glade Creek EQUINOX
I I ", � I Ecosystem
Stream Restoration Site
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Project No. 854
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 Ia. Protect Components
Glade Creek/ Prooject No S54
Stream
(H)
Riparian Wetland (Ac)
Riparian
Non -
Riparian
Upland
(ac)
Footage
BMP
Rtvenne
Non- ILvenne
Component
Existing
Restoration
Approach
Restoration
stationing
Buffer
BMP Elements
Comment
or
Feet/Acres
Level
Enhancement
or
000
Acres
Reach ID
Enhancement I
0
Acreage
Glide Creek
2 569 If
R
P2
2 513 IP
0+00-25+58
Unnamed Tributary
3001f
R
P2
265 If
0+00-2+65
Preservation
Dowtntream
000
026
HQ Preservation
0
Unnamed Tnbutdry
784 If
P
784 If
Not Estahltshed
000
000
Upstream
Totals 784
0.26
0
0
0
Wetlands
0 26 ac
P
0 26 ac
N/A
- haeludes the 4:) linear feet of stream astiocunea With the private drive access location
= Non - Applicable
Table lb. Component Summations
Glade Creek / Pro'ect No. 854
Restoration
Level
Stream
(H)
Riparian Wetland (Ac)
Riparian
Non -
Riparian
Upland
(ac)
Buffer
(ac)
BMP
Rtvenne
Non- ILvenne
Restoration
2,778*
000
000
Enhancement
000
000
Enhancement I
0
Enhancement H
0
Creation
000
000
Preservation
784
000
026
HQ Preservation
0
000
000
000
000
Totals 784
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 2012
Monitoring Year 2 of 5

Appendix A
Project Vicinity Map and Background Tables
Table 2. Project Activity and Reporting
Glade Creek / Project No. 854
History
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
Aril 2011
Temporary S &E mix apphed to entire project area
N/A
Sept - Nov 2010
March - April 2011
Permanent seed mix apphed
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
Year 4 Monitoring
Year 5 Monitoring
IN /A - item ooes not apply
Glade Creek Final A -3 Equinox Environmental Consultation and Design, Inc
Project No 854 November 2012
Monitoring Year 2 of 5

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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 Mix 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 Monitonng POC
Win Taylor (828) 253 -6856
Monitoring Performers (Y1) - 2011
Equinox Environmental Consultation & Design, Inc
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitonng POC
Win Taylor (828) 253 -6856
Vegetation Monitoring POC
Win Taylor (828) 253 -6856
Monitoring Performers (Y2) - 2012
Equinox Environmental Consultation & Design, Inc
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitonng POC
Kevin Mitchell (828) 253 -6856
Vegetation MonitonngPOC
Kevin Mitchell (828) 253 -6856
Monitoring Performers (Y3).2013
Stream Monitoring POC
Vegetation MonitonngPOC
Monitoring Performers (Y4)- 2014
Stream M onitonng POC
Vegetation Monitoring POC
Monitoring Performers (Y5)- 2015
Stream Monitoring POC
Vegetation Monitoring POC
' Glade Creek Final
Project No 854
Monitoring Year 2 of 5
1
A -4 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix A
Project Vicinity Map and Background Tables I
Table 4. Protect Baseline Information and Attributes
Glade Creek / Project No. 854
Project hdormation
Project Name
Glade Creek
County
Alleghany
Project Area (acres)
1586
Project Coordinates (latitude and longitude)
Latitude 36 468090 / Longitude -81066384
Project WatershedSununary Information
Physiogmaphic Province
Blue Ridge
River Basin
New River
USGS Hydrologic Unit 8-dga
05050001
USGS Hydrologic Unit 14-dgn
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 hdormation
Parameters
Glade Creek
ill' -Lo%er
Ur -Upper
Length of Reach (linear feet)
2,558
265
784
Valley Classification
-
-
-
Dramage Area (acres)
2,922
521
520
NCDWQ Stream Identification Score
59
505
505
NCDWQ Water Quality Classification
C -Tr
C -Tr
C -Tr
Morphological Description (stream type)
C
C
Evolutionary Trend
Underlying Mapped Soils
Alluvial
Alluvial
Alluvial
Drainage Class
Sod Hydnc Status
-
-
-
Slope
00075
00075
00075
FEMA Classification
-
_
_
Native Vegetatation Community
Northern Hardwood Forest & Rich Cove Forest
Percent Composition of Exotic Invasive Vegetation
145%
Wetland Summary Information
Parameters
Wetland (Glade Ck)
Wedand2 (Ur)
Size of Wetland (acres)
0178
0085
Wetland Type
Riparian
Riparian
Soil Series
Toxaway
Sod Hydnc Status
Hydnc
Source of Hydrology
Hydrologic Impairment
Native Vegetatation Community
High Elevation Seep
Percent Composition of Exotic Invasive Vegetation
1000/0 0%
Regulatory Considerations
Regulation
Applicable?
Resolwd9
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 Floodplam Compliance
No
N/A
N/A
Essential Fisheries Habitat
No
N/A
N/A
N/A - item does not apply
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
�I
A -5 Equinox Environmental Consultation and Design, Inc ,
November 2012

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Appendix B
Visual Assessment Data

IFigure 2. Integrated Current Condition Plan View - Final

Appendix B
Visual Assessment Data
Table 5. Visual Stream Morphology Stability Assessment
Glade Creek / Project No 854 - Glade Creek
Assessed Length 2,558 feet
Number
Footage
Adjusted%
Number
Total
Number of
Amount of
% Stable,
with
with
for
Major Channel
Channel
Metric
Stable,
Number in
Unstable
Unstable
Perfornung
Stabilizing
Stabilizing
Stabilizing
Ca
Category
Sub Category
Ps
As -bmlt
Segments
Footage
as Intended
Woody
Woody
Woody
Intended
as Intended
Vegetation
Vegetation
Vegetation
1 Bed
I Aggradation - Bar formation/growth sufficient to significantly
1 Vertical Stability
deflect flow laterally (not to include point bars)
2
45
98 %`
o De ion - Evidence of downcutting
0
0
100%
(Riffle and Run Units)
2 Piffle Condition
I Texture/Substrate - Riffle maintains coarser substrate
17
17
100%
1 Depth Sufficient (Max Pool Depth Mean Bankfull Depth Z 1 6)
17
17
100 Pic
3 Meander Pool
Condition
2 Luipth appropriate (>30% of centerlme distance between tail of
upstream nffle and head of downstream nfTle)
17
17
100%
I Thalweg centering at upstream of meander bend (Run)
17
17
100%
4 Thalweg Position
100%
2 Thalwegcentenngat downstream of meander bend (Glide)
16
16
2 Bank
Bank lacking vegetative cover resulting simply from poor growth
I Scoured /Eroding
and/or scour and erosion
0
0
100%
N/A
N/A
N/A
Banks undercut/overhanging to the extent that mass wasting appears
2 Undercut
likely Does NOT include undercuts that are modest appear
0
0
100%
N/A
N/A
N/A
sustainable and are providing habitat
3 Mass Wasting
Bank slumping, calving, or collapse
0
0
100%
N/A
N/A
N/A
Totals
0
0
100%
N/A
N/A
N/A
3 Engineered
1 Owrall Integrity
Structures physically intact with no dislodged boulders or logs
40
40
100%
Structures
2 Grade Control
Grade control structures exhibiting maintenance of grade across the sill
13
13
100%
2a. Piping
Structures lacking any substantial flow undemeath sills or arms
13
13
100%
3 Bank Protection
Bank erosion within the structures extent of influence does NOT
18
18
100%
exceed 15%
Pool forming structures maintaining – MaxPoolDepth Mean
4 Itab itat
JBankfull Depth Ratio? 1 6 Rootwads/logs providing some cover at
22
22
100%
base -flow
ian nun — rim uppay
Glade Creek Final B -2 Equinox Environmental Consultation and Design, Inc
Protect No 854 November 2012
Monitoring Year 2 of 5

Appendix B
Visual Assessment Data
Table 5. Visual Stream Morphology Stabihty Assessment
Glade Creek if Project No. 854 - Unnamed Tributary - Downstream
Assessed Le ngth 265 feet
Number
Footage
Adjusted%
Number
Total
Number of
Amount of
% Stable,
with
with
for
Mellor Channel
Channel
Metric
Stable,
Number in
Unstable
Unstable
Performing
Stabilizing
Stabilizing
Stabilizing
Category
Subcategory
Performing
As -bwlt
Segments
Footage
as Intended
Woody
Woody
Woody
as Intended
Vegetation
Vegetation
Vegetation
1 Bed
I Awadanon -Bar formation/growth sufficient to significantly
1
29
89%
1 Vertical Stability
deflect flow laterally (not to include point bars)
2 Degradation - Evidence of downcutting.
0
0
100%
(Riffle and Run Units)
2 Riffle Condition
I Texture/Substrate Riffle maintains coarser substrate
4
4
100%
I Depth Sufficient (Max Pool Depth Mean Bankfull Depth k 1 6)
4
5
80%
3 Meander Pool
Condition
2 Length appropriate ( >30% of centedme distance between tail of
80%
upstream riffle and head of downstream nfFle)
4
5
I Thalweg centenng at upstream of meander bend (Run)
5
5
100%
4 Thalweg Position
2 Thalweg centenng at downstream of meander bend (Glide)
5
5
100%
2 Bank
1 Scoured/ Eroding
Bank lacking vegetative cover resulting simply from poor growth
0
0
100%
N/A
N/A
N/A
and/or scour and erosion
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 providing habitat
3 Mass Wasting
Bank slumping, calving, 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
13
13
100%
Structures
2 Grate Control
Grade control structures exhibiting maintenance of grade across the sill
6
6
100%
2a Piping
Structures lacking any substantial flow underneath sdls or anus
5
6
83%
3 Bank Protection
Bank erosion within the structures event of influence does NOT
9
9
100%
exceed 15%
Pool forming structuresmamtainmg — Max Pool Depth Mean
4 RRabitat
Bankfull Depth Ration 1 6 Rootwads/logs providmgsome cover at
6
I
6
i
100%
base -flow
ivtn i[cm eocs nor appiy
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
B -3 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix B
Visual Assessment Data
Table 6. Vegetation Condition Assessment
Glade Creek / Project No. 854
Planted Acreage 4.31
Number of
Combined
% of
Vegetation Category
Definitions
CCPV Depiction
Planted
Polygons
Acreage
Acreage
1 Bare Areas
Very limited cover of both woody and herbaceous material
N/A
0
000
0%
2 Low Stem DensrtyAreas
Woody stein densities clearly below target levels based on M Y3,
N/A
0
000
0%
4, or 5 stem count criteria.
Totals
0
000
0%
3 Areas of Poor Growth Rates or Vigor
Areas with woody stems of a size class that are obviously small
N/A
0
000
0%
given the momtonngyear
Cumulatiw Totals
0
000
0%
Easement Acreage 15.86
% of
Vegetation Category
Definitions
CCPV Depiction
Number of
Combined
Easement
Pol ons
yg
Acreage
Acreage
4 Invasive Areas of Concern
Areas or points (if too small to render as polygons at map scale)
Cross Hatch
16
234
15%
(Red - Dense/Yellow - Present)
5 Fasement Encroachment Areas
Areas or points (if too small to render as polygons at map scale)
N/A
0
000
0%
NfA - item aoes not apply
Glade Creek Final B -4 Equinox Environmental Consultation and Design, Inc
Project No 854 November 2012
Monitoring Year 2 of 5

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 1
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Permanent Photo Station 2
Upstream
B -5 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 3
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Permanent Photo Station 4
Upstream
B -6 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix B
Visual Assessment Data
Glade Creek — Permanent Photo Station 5
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Permanent Photo Station 5
Downstream
B -7 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix B
Visual Assessment Data
Unnamed Tributary Lower — Permanent Photo Station 6
Upstream
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Unnamed Tributary Lower — Permanent Photo Station 7
Upstream
B -8 Equinox Environmental Consultation and Design, Inc.
November 2012

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Appendix C
Vegetation Plot Data

1
Appendix C
Glade Creek Final
Project No 854
Monitoring Year 2 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 2012

Vegetation Plot Data
Vegetation Monitoring Plot 1
Monitoring Year 2 — June 7, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Vegetation Monitoring Plot 2
Monitoring Year 2 — June 7, 2012
C -2 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix C
i
Vegetation Plot Data
Vegetation Monitoring Plot 3
Monitoring Year 2 — June 7, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
1
Vegetation Monitoring Plot 4
Monitoring Year 2 — June 7, 2012
C -3 Equinox Environmental Consultation and Design, Inc.
November 2012

t
\ppcndix C
Vegetation Plot Data
Vegetation Monitoring Plot 5
Monitoring Year 2 — June 7, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Vegetation Monitoring Plot 6
Monitoring Year 2 — June 7, 2012
C -4 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix C
Vegetation Plot Data
Table 8. CVS Vegetation Plot Metadata
Glade Creek /Project No. 854
Report Prepared By
Kevin Mitchell
Date Prepared
8/10/2012 9 43
Database Name
Equinox- 2012- A- G1adeCreek -MY2 nidb
Database Location
Z \ES \NRI &M \EEP Monitoring \Glade Creek \Glade -MY2 -2012 \Data \Veg
Computer Name
Dl6TNK71
File Size
151527680
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT
Metadata
Description of database file, the report worksheets, and a summary of project(s) and project
data
Project Planted
Each project is listed with its PLANTED stems per acre, for each year This excludes live
stakes
Project Total Sterns
Each project is listed with its TOTAL stems per acre, for each year This includes live stakes,
all planted stems, and all natural/volunteer stems
Plots
List of plots surveyed with location and summary data (live stems, dead stems, missing, etc )
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor by Species
Frequency distribution of vigor classes listed by species
Damag e
List of most frequent damage classes with number of occurrences and percent of total stems
impacted by each
Damage by Species
Damage values tallied by type for each species
Damage by Plot
Damage values tallied by type for each plot
Planted Stems by Plot and Species
A matnxofthe count of PLANTED living stems of each species foreach plot dead and
missing stems are excluded
ALL Stems by Plot and Species
A matnxof the count of total living stems of each species (planted and natural volunteers
combined) for each plot, dead and missing stems are excluded
PROJDCTSUMMARY
Project Code
854
Protect Name
Glade Creek
Description
River Basin
New
Length(ft)
Stream-to-Edge Width (ft)
Area (s q m)
RegwredPlots (calculated)
Sampled Plots
6
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
C -5 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix C
Vegetation Assessment Data
Table 9. planted and Total Stem Counts (Species by Plot with Annual Means)
Glade Creek / Project No. 854
-�
Current Plot Data (MY2 2012) 1
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F—eed rcgw—ts by 10%
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
C -6 Equinox Environmental Consultation and Design, Inc.
November 2012

n
r
1
Appendix D
Stream Survey Data

Appendix D
2618
2617
2616
2615
v
w
0 2614
y
CE
i
0!
W
2613
2612
2611
2610
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 /10/2011 MY1 12/13/2011 —0 MY2 7/17/2012 -- -- Bkf
Glade Creek Final D -I Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

1
1
1
1
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
Appendix D
Stream Survey Data
Glade Creek — Cross - Section 1 — Riffle
Left Bank Descending
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 1 — Riffle
Right Bank Descending
Monitoring Year 2 — July 17, 2012
D -2 Equinox Environmental Consultation and Design, Inc.
November 2012

1
1
1
1
Appendix D
Stream Survey Data
Glade Creek — Cross - Section 1 — Riffle
Downstream
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 1 — Riffle
Upstream
Monitoring Year 2 — July 17, 2012
D -3 Equinox Environmental Consultation and Design, Inc.
November 2012

M i M M M M M M M M M w M M M M M M M
Appendix D
2617
2616
2615
2614
w 2613
c
0
y
> 2612
W
2611
2610
2609
2608
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 --a— MY2 7/17/2012 - -- Bkf
0 +80
Glade Creek Final D -4 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 2 — Pool
Left Bank Descending
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 2 — Pool
Right Bank Descending
Monitoring Year 2 — July 17, 2012
D -5 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 2 — Pool
Downstream
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 2 — Pool
Upstream
Monitoring Year 2 — July 17, 2012
D -6 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
2617
2616
2615
2614
_ 2613
c
0
v
2612
W
2611
2610
2609
Stream Survey Data
Glade Creek
Cross - Section 3 - Riffle
Station 8 + 39.86
2608 1I i I I i I I I I I I I I I I
0 +00 0 +05 0 +10 0 +15 0 +20 0 +25 0 +30 0 +35 0+40 0+45 0 +50 0 +55 0+60 0 +65 0 +70 0 +75 0 +80
Station (feet)
MY05 /10/2011 MY 1 12/13/20 11 -- ■-- MY27/17/2012 - -- Bkf
Glade Creek Final D -7 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 3 — Riffle
Left Bank Descending
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 3 — Riffle
Right Bank Descending
Monitoring Year 2 — July 17, 2012
D -8 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 3 — Riffle
Downstream
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 3 — Riffle
Upstream
Monitoring Year 2 — July 17, 2012
D -9 Equinox Environmental Consultation and Design, Inc.
November 2012

M M r M M M M M M M M M M M M M M M
Appendix D
2613
2612
2611
2610
2609
0
0
v
2608
W
2607
2606
2605
Stream Survey Data
Glade Creek
Cross- Section 4 - Riffle
Station 15 + 69.44
2604 1 i i I E I I I I I I I i I I
0 +00 0 +05 0 +10 0 +15 0 +20 0 +25 0 +30 0 +35 0+40 0+45 0 +50 0 +55 0+60 0 +65 0 +70 0 +75 0 +80
Station (feet)
MYO 5/10/2011 MY 1 12/13/2011 — MY2 7/17/2012 — -- Bkf
Glade Creek Final D -10 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

1
1
Appendix D
Stream Survey Data
Glade Creek — Cross - Section 4 — Riffle
Left Bank Descending
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 4 — Riffle
Right Bank Descending
Monitoring Year 2 — July 17, 2012
D -1 I Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 4 — Riffle
Downstream
Monitoring Year 2 — July 17, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 4 — Riffle
Upstream
Monitoring Year 2 — July 17, 2012
D -12 Equinox Environmental Consultation and Design, Inc.
November 2012

M M M M M M M M M M M M M M r M == M
Appendix D
2610
2609
2608
2607
a�
2606
a
0
y
> 2605
61
%a
2604
2603
2602
2601
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 — MY2 7/18/2012 - - — Bkf
Glade Creek Final D -13 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 5 — Pool
Left Bank Descending
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 92255
Monitoring Year 2 of 5
Glade Creek — Cross - Section 5 — Pool
Right Bank Descending
Monitoring Year 2 — July 18, 2012
D -14 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 5 — Pool
Downstream
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 92255
Monitoring Year 2 of 5
Glade Creek — Cross - Section 5 — Pool
Upstream
Monitoring Year 2 — July 18, 2012
D -15 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
2611
2610
2609
2608
v
w 2607
G'
O
a+
CC
2606
W
2605
2604
2603
2602
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)
MY05 /11/2011 N1Y112/14/2011 - MY2 7/18/2012 - -- Bkf
Glade Creek Final D -16 Equinox Environmental Consultation and Design. Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Glade Creek — Cross - Section 6 — Riffle
Left Bank Descending
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 6 — Riffle
Right Bank Descending
Monitoring Year 2 — July 18, 2012
D -17 Equinox Environmental Consultation and Design, Inc.
November 2012

i
t
Appendix D
Stream Survey Data
Glade Creek — Cross - Section 6 — Riffle
Downstream
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Glade Creek — Cross - Section 6 — Riffle
Upstream
Monitoring Year 2 — July 18, 2012
D -18 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
2608
2607
2606
w 2605
a
0
0
2604
W
2603
2602
2601
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 0 +50
Station (feet)
MYO 5/11/2011 MY1 12/14/2011 - NIY2 7/18/2012 - -- Bkf
Glade Creek Final D -19 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

1
Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 7 — Riffle
Left Bank Descending
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Unnamed Tributary — Cross - Section 7 — Riffle
Right Bank Descending
Monitoring Year 2 — July 18, 2012
D -20 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 7 — Riffle
Downstream
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Unnamed Tributary — Cross - Section 7 — Riffle
Upstream
Monitoring Year 2 — July 18, 2012
D -21 Equinox Environmental Consultation and Design, Inc.
November 2012

appendix I)
2606
2605
2604
a+
ca:
C
0 2603
w
co
a�
W
2602
2601
2600
0+00
Stream Survey Data
UT Glade Creek
Cross - 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)
MYO 5/11/2011 MY1 12/14/2011 t MY2 7/17/2012 - -- Bkf
0 +50
Glade Creek Final D -22 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 8 — Riffle
Left Bank Descending
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
Unnamed Tributary — Cross - Section 8 — Riffle
Right Bank Descending
Monitoring Year 2 — July 18, 2012
D -23 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Unnamed Tributary — Cross - Section 8 — Riffle
Downstream
Monitoring Year 2 — July 18, 2012
Glade Creek Final
Project No, 854
Monitoring Year 2 of 5
Unnamed Tributary — Cross - Section 8 — Riffle
Upstream
Monitoring Year 2 — July 18, 2012
D -24 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
2616
2615
2614
2613
2612
2611
2610
2609
2608
v 2607
C 2606
a>
2605
W 2604
2603
2602
2601
2600
2599
2598
2597
2596
O)9
O
Stream Survey Data
Glade Creek Mainstem
Longitudinal Profile
Staioning 0 +03 - 25 +58
1 sr 6'
�O Y&O Y&O
8 IO l� Iy
X019 XOO 190 �O
!6 I�
)961 1919
20
�O
Station (feet)
TW - MYO 5 /10/2011
T"'- A1Y 1 12/13/2011 TW - MY2 7/17/2012
O Structure - Y'IYO • BKF
N'S
r2� 0 1��o ra�0
Glade Creek Final D -25 Equinox Environmental Consultation and Design, Inc.
Project No. 854 November 2012
Monitoring Year 2 of 5

Appendix D
0
0
ea
W
Stream Survey Data
Unnamed Tributary
Longitudinal Profile
Station 0 +03 - 2 +68
1x
N.
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
1 �o rx t I 1 O
�s '�'o xls �o xis
Station (feet)
TW - MYO 5/11/2011 TW - MY1 12/13/2011 TW - MY2 7/19/2012 4 Structure Bkf WS
D -26
x
O
'10 1s
2605
2604
2603
2602
2601
2600
2599
2598
19-0
19
Equinox Environmental Consultation and Design, Inc.
November 2012

r
n
Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross- Section 1 - Rifle
Pebble Count Summary
D50
M tonng Year 2
Description
Material
Size (mm)
Total #
Item %
Cum
Silt/Clay
sAt/clay
0 062
11
11%
11%
Sand
very fine sand
0 125
4
4%
15%
fine sand
025
2
2%
17%
medium sand
050
0
0%
17%
coarse sand
100
2
2%
19%
very coarse sand
200
7
7%
26%
Gravel
very fine jZravel
40
4
4%
30%
fine gravel
57
2
2%
32%
fine gravel
80
1
1%
33%
medium gravel
113
5
5%
38%
medium gravel
160
4
4%
42%
coarse gravel
223
1
1%
43%
coarse gravel
32
6
6%
49%
very coarse gravel
45
8
8%
57%
very coarse gravel
64
18
18%
75%
Cobble
small cobble
90
15
15%
90%
medium cobble
128
6
6%
96%
lar e cobble
180
4
4%
100%
very large cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
100
100%
100%
Summary Data
D50
33
D84
79
D95
120
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -27 Equinox Environmental Consultation and Design, Inc
November 2012

1
Appendix D
1
Stream Survey Data
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -28 Equinox Environmental Consultation and Design, Inc.
November 2012
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 1 - Riffle
-
100%
F
90%
80%
a
t
70% F
e
60% fi
c
50%
0�.
40%
3
30%
7
U
20%
10%
0%
- - -'
�O � N � � N M ? b P � W
� L •f T
a
m
Particle Size (mm)
MY1 12/13/2011 --- MY2 6!1/2012
Glade Creek
Pebble Count - Percent Individual
Cross Section 1 - Riffle
40%
35%
30%
25%
b
20%
O
u
15%
10%
5%
I
Wit
0%
N V1 O
N 01
�O ' n O 0.r 0
h �O
10 N O T V
�-
O O
�p
m
Particle Size (mm)
■MY112/1R2011 ■MY26l//2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -28 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 2 - Pool
Pebble Count Summary
D50
M Year 2
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0 062
9
9%
9%
Sand
very fine sand
0 125
13
13%
22%
fine sand
025
3
3%
25%
medium sand
050
12
12%
1 37%
coarse sand
100
5
5%
42%
very coarse sand
200
11
11%
53%
Gravel
very fine gravel
40
4
4%
57%
fine gravel
57
1
1%
58%
fine gravel
80
6
6%
64%
medium Eavel
113
3
3%
67%
medium gravel
160
2
2%
69%
coarse gravel
223
1
1%
70%
coarse gravel
32
7
7%
77%
very coarse gravel
45
5
5%
82%
very coarse gravel
64
4
4%
86%
Cobble
small cobble
90
5
5%
91%
medium cobble
128
6
6%
97%
large cobble
180
3
3%
100%
very large cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
100
100%
1 100 %
Summary Data
D50
17
D84
54
D95
110
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -29 Equinox Environmental Consultation and Design, Inc
November 2012

1
Appendix D
1
J
Stream Survey Data
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
1
D -30 Equinox Environmental Consultation and Design, Inc.
November 2012
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 2 - Pool
100%
90
809
e
F
70%
C
60 %r W
50%
w
">
40%
E
30%
U
20%
10%
0%
O
O
^
d
m
Particle Size (mm)
MY1 12/13/2011 -- MY2 6!1/2012
Glade Creek
Pebble Count - Percent Individual
Cross Section 2 - Pool
40%
35%
30%
25%
a
20%
I
G
d
V
15% y
C
10%
ri
5%
0%
N
10 N N
to N N R
C O. � � N � 7 � N OD 1/j �O N
00 Y V
0,
7 O.
O
O
�
m
Particle Size (mm)
©MY112 /13/2011 ■MY26n/2012
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
1
D -30 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 3 - Riffle
Pebble Count Summary
D50
M oring Year 2
Description
Material
Size (mm)
Total #
Item %
Cum
Silt/Clay
silt/clay
0 062
6
6%
6%
Sand
very fine sand
0 125
2
2%
8%
fine sand
025
2
2%
10%
medium sand
050
1
1%
11%
coarse sand
100
6
6%
17%
very coarse sand
200
7
7%
24%
Gravel
very fine gravel
40
6
6%
30%
fine gavel
57
5
5%
35%
fine gravel
80
2
2%
37%
medium gravel
113
2
2%
39%
medium gravel
160
7
7%
46%
coarse gravel
223
4
4%
50%
coarse gravel
32
7
7%
57%
very coarse Eavel
45
7
7%
64%
very coarse gravel
64
13
13%
77%
Cobble
small cobble
90
13
13%
90%
medium cobble
128
8
8%
98%
large cobble
180
2
2%
100%
very lar e cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
'>4096
0
0%
100%
TOTALS
100
100%
100%
Summary Data
D50
22
D84
77
D95
110
Glade Creek Final D -31 Equinox Environmental Consultation and Design, Inc
Project No 854 November 2012
Monitoring Year 2 of 5

1
Appendix D
Stream Survey Data
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 3 - Riffle
a'-
100 %
90%
80%
c
R
70%
L
E
c
60%
W
'•
C
50%
40%
>
/3
30%
B
U
20%
—�
•
10%
0%
d
CO
Particle Size (mm)
MY1 12/13/2011 -r MY2 6n/2012
Glade Creek
Pebble Count - Percent Individual
Cross Section 3 - Riffle
—
40%
35%
I
30%
I
25%
20%
Z
d
15%
u
v
CL
10%
s%
0%
_
N (n tn Vq - . i 7 Z K � � � i �t, -T OC
�O N N - - �! r+, ^7 .` 7 N o0
,D N N 7 GO
V) b N 7
N O
,G
a,
Y
U
O O
N
R
P
p
CC
Particle Size (mm)
■MY112/13/2011 ■MY26nnm
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -32 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 4 - Riffle
Pebble Count Summary
D50
M onng Year 2
Description
Material
Size (mm)
Total #
Item %
Cum
Silt/Clay
silt/clay
0 062
8
8%
8%
Sand
very fine sand
0 125
1
1%
9%
fate sand
025
3
3%
12%
medium sand
050
2
2%
14%
coarse sand
100
1
1%
15%
very coarse sand
200
9
9%
24%
Gravel
very fine gravel
40
7
7%
31%
fine gravel
57
10
10%
41%
fine gravel
80
1
1%
42%
medium gravel
113
4
4%
46%
medium gravel
160
7
7%
53%
coarse gravel
223
2
2%
55%
coarse gravel
32
10
10%
65%
very coarse gravel
45
9
9%
74%
very coarse gavel
64
6
6%
80%
Cobble
small cobble
90
10
10%
90%
medium cobble
128
7
7%
97%
large cobble
180
0
0%
97%
very lar e cobble
256
3
3%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
100
100%
100%
Summary Data
D50
14
D84
73
D95
120
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -33 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix D
Stream Survey Data
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
1
D -34 Equinox Environmental Consultation and Design, Inc.
November 2012
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 4 - Riffle
100%
90%
80%
C
F
70%
60% W
C
50%
a
40% a
E
30%
0
U
20%
10%
0%
W
s
Particle Size (mm)
MY1 12/13/2011 ' MY2 6!1/2012
Glade Creek
Pebble Count - Percent Individual
Cross Section 4 - Riffle
40%
35%
i
30%
25%
:9
20%
C
u
u
15% u
d
I
10%
5%
0%
Ic
Vn
N
C
� N R
�
C C
m
Particle Size (mm)
EMY112 /13/2011 ■MY26l//2012
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
1
D -34 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 5 - Pool
Pebble Count Summary
D50
Mo onng Year 2
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0 062
21
21%
21%
Sand
very fine sand
0 125
4
4%
25%
fine sand
025
0
0%
25%
medium sand
050
8
8%
33%
coarse sand
100
7
7%
40%
very coarse sand
200
21
21%
61%
Gravel
very fine gravel
40
4
4%
65%
fine gravel
57
4
4%
69%
fine gravel
80
3
3%
72%
medium gravel
113
2
2%
74%
medium gravel
160
7
7%
81%
coarse gravel
223
4
4%
85%
coarse gravel
32
5
5%
90%
very coarse gravel
45
1
1%
91%
very coarse gravel
64
2
2%
93 %
Cobble
small cobble
90
4
4%
97%
medium cobble
128
3
3%
100%
large cobble
180
0
0%
100%
very large cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
100
100%
100%
Summary Data
D50
14
D84
20
D95
76
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -35 Equinox Environmental Consultation and Design, Inc
November 2012

1
1
Appendix D
Stream Survey Data
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 5 - Pool
100%
90%
80%
G
70%
5
60% w
e
50%
a
40% >
30%
U
20%
—
10%
n
0%
O
Particle Size (mm)
MY112/14/2011 — MY26n/2012
Glade Creek
Pebble Count - Percent Individual
Cross Section 5 - Pool
- - --
35%
30%
25%
20%
c
u
15% a`
0.
10%
5%
0%
N v, It O 00 O
It 1O a, N 00
1O N N 7 00 1O Y
kn 10 rl N R 0� u
CO
Particle Size (mm)
OMY112/14/2011 ■MY26n/2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -36 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
1
1
1
Stream Survey Data
Glade Creek / Project No. 854
Glade Creek - Cross - Section 6 - Riffle
Pebble Count Summary
D50
M Year 2
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0 062
6
6%
6%
Sand
very fine sand
0 125
4
4%
10%
fine sand
025
0
0%
10%
medium sand
050
3
3%
13%
coarse sand
100
3
3%
16%
very coarse sand
200
3
3%
19%
Gravel
very fine aravel
40
5
5%--24%
fine gravel
57
4
4%
28%
fine gravel
80
4
4%
32%
medium gravel
113
7
7%
39%
medium gravel
160
9
9%
48%
coarse gravel
223
5
5%
53%
coarse gravel
32
5
5%
58%
very coarse gravel
45
7
7%
65%
very coarse gravel
64
11
11%
76%
Cobble
small cobble
90
10
10%
86%
medium cobble
128
7
7%
93%
large cobble
180
5
5%
98%
very large cobble
256
2
2%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS
I
1
100
1 100%
100%
Summary Data
D50
18
D84
84
D95
150
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -37 Equinox Environmental Consultation and Design, Inc
November 2012

r
Appendix D
Stream Survey Data
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -38 Equinox Environmental Consultation and Design, Inc.
November 2012
Glade Creek
Pebble Count - Percent Cumulative
Cross Section 6 - Riffle
x
100%
90%
80%
0
s�
F
70%
60% W
C
g
50%
d
40% >
E
30%
0
U
20%
10%
0%
O
d
C1
Particle Size (mm)
MY1 12/14/2011 --- MY2 6/7/2012
Glade Creek
Pebble Count - Percent Individual
Cross Section 6 - Riffle
—-
40%
35%
t
30%
25%
:o
20%
C
u
15% y
0.
10%
5%
O%
N to to It! rt .G x — N r1 -r, 7 O 00 O D N N
,a N N a, N I 1n '0
Q w �c
N IT a,
Y
U
O ..i C =
.a •r N M tn
O N 7
0
O O
7
m
Particle Size (mm)
■MY112 /14/2011 ■MY26n/2012
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -38 Equinox Environmental Consultation and Design, Inc.
November 2012

1
Appendix 11
Stream Survey Data
Glade Creek / Project No. 854
Unnamed Tributary - Cross - Section 7 - Ride
Pebble Count Summary
D50
Momtonru g Year 2
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
sflt/clay
0 062
7
7%
7%
Sand
very fine sand
0 125
7
7%
14%
fine sand
025
2
2%
16%
medium sand
050
5
5%
21%
coarse sand
100
1
1%
22%
very coarse sand
200
8
8%
30%
Gravel
very fine gravel
40
3
3%
33%
fine gravel
57
5
5%
38%
fine gavel
80
1
1%
39%
medium gravel
113
5
5%
44%
medium gavel
160
6
6%
50%
coarse gravel
223
4
4%
54%
coarse gravel
32
10
10%
64%
very coarse gravel
45
7
7%
71%
very coarse gravel
64
16
16%
87%
Cobble
small cobble
90
7
7%
94%
medium cobble
128
4
4%
98%
large cobble
180
0
0%
98%
very large cobble
256
2
2%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
1 >4096
0
0%
100%
TOTALS
I
1
100
100%
100%
Summary Data
D50
16
D84
60
D95
98
Glade Creek Final
Project No 854
Momtonng Year 2 of 5
D -39 Equinox Environmental Consultation and Design, Inc
November 2012

1
Appendix D
Stream Survey Data
Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 7 - Riffle
100%
80%
c
A
70% F
C
60% Gr.
G
50%
Oy.
40% >
w
E
30%
U
20 %
10%
0 %a
�O N N � �• N 1+i O �G P N 00
�G � N �
P
V
u
07
Particle Size (mm)
MY1 12/14/2011 — MY2 6!1/2012
Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 7 - Riffle
- -- - -
I
i
40%
35%
30%
25%
j
>
20%
l
v
15% y
0.
10%
5%
0%
N M W� O O
O
O
CC
Particle Size (mm)
MMY112 /14/2011 ■MY26/7/2012
Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -40 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
Glade Creek / Project No. 854
Unnamed Tributary - Cross - Section 8 - Riffle
Pebble Count Summary
D50
Mo ormg Year 2
Description
Material
Size (nun)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0 062
7
7%
7%
Sand
very fine sand
0 125
6
6%
13%
fine sand
025
6
6%
19%
medium sand
050
4
4%
23%
coarse sand
100
3
3%
26%
very coarse sand
200
17
17%
43%
Gravel
very fine gavel
40
6
6%
49%
fine gravel
57
1
1%
50%
fine gravel
80
0
0%
50%
medium gravel
113
3
3%
53%
medium gravel
160
3
3%
56%
coarse gravel
223
3
3%
59%
coarse gravel
32
5
5%
64%
very coarse gravel
45
8
8%
72%
very coarse gravel
64
9
9%
81%
Cobble
small cobble
90
11
11%
92%
medium cobble
128
3
3%
95%
large cobble
180
5
5%
100%
very lame cobble
256
0
0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder
512
0
0%
100%
medium boulder
1024
0
0%
100%
large boulder
2048
0
0%
100%
very large boulder
4096
0
0%
100%
Bedrock
bedrock
>4096
0
0%
100%
TOTALS1
100
100%
100%
Summary Data
D50
6
D84
70
D95
130
Glade Creek Final D -41 Equinox Environmental Consultation and Design, Inc
Project No 854 November 2012
Monitoring Year 2 of 5

I
Appendix D
I-]
n
Stream Survey Data
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -42 Equinox Environmental Consultation and Design, Inc.
November 2012
Unnamed Tributary
Pebble Count - Percent Cumulative
Cross Section 8 - Riffle
/
90%
p
80%
E
/
70%
C
60% h,
50% V
i
40% >
S
30%
a
U
20%
10%
N Vl Vl N •• N
C
K �G �O � �O N �1 , Y C 00 O -
0%
N V OD `O Y
O O O
N d
9
m
Particle Size (mm)
MYl 12/14/2011 --- MY2 6/7/2012
Unnamed Tributary
Pebble Count - Percent Individual
Cross Section 8 - Riffle
��
35
3011,
i
25%
20%
e
y
15% 6
:L
10%
5%
0%
N kn -r, ��, — rl
-r r_ - rl N -n Q O 00 O 'O
N N_ Q 00 !O Y
O ^• O —
.� .�r N
M � O O O O
m
Particle Size (mm)
■MY112 /14/2011 ■MY26r7/2012
' Glade Creek Final
Project No. 854
Monitoring Year 2 of 5
D -42 Equinox Environmental Consultation and Design, Inc.
November 2012

Appendix D
Stream Survey Data
- intormarion unavauaoie
N/A - Item does not apply
Non - Applicable
Glade Creek Final
Project No 854
Monitonng Year 2 of 5
D -43 Equinox Environmental Consultation and Design, Inc
November 2012
Table 10a. Baseline Stream Data Summary
Glade Creek/ Pro ct No. 854 -Glade Creek (2,558 feet)
Parameter
Regional Cure
Pre - Existing Condition
Reference Reach Data
Design
Momtoring Baseline
Dimension & Substrate - Riffle
LL
UL
Eq
Min
Meanj
Med
Max
SD
N
Mtn
Mean
Med
Max
SD
N
Min
Mean
Max
Mtn
Mean
Med
Max
SD
N
Bankfull Width (ft)
447
307
340
1 352
432
4491
4771
59
4
Floodprone Width (ft)
45
70
>76
688
89 1
890
1094
225
4
Bankfull Mean Depth (ft)
141
1 90
1 56
09
1 2
1 2
1 3
02
4
Bankfull Max Depth (ft)
23
25
22
1 7
1 8
19
1 9
01
4
Bankfull Cross Sectional Area (ft)
630
574
530
416
49 1
463
622
9 1
4
Width/Depth Ratio
I
I
31 7
164
220
276
390
369
622
11 3
4
Entrenchment Ratio
I
I
1
60
23
>2 2
1 5
2 1
22
26
05
4
Bank Height Ratiol
I
I
1 1 2
1 -
1
1 30
1
1
1
1 10
1
1
1
1 0
10
1 10
1 10
1 10
00
4
Profile
Riffle Length (ft)
-
1461
353
31 8
549
13 I
1 18
Riffle Slope (ft /ft)
-
0 002
0 01 1
0 010
0 025
0 006
18
Pool Length (ft)
-
72
41 7
446
749
2281
30
Pool Max Depth (ft)
-
57
-
3 1
44
32
41
41
56
07
1 31
Pool Spacing (ft)
110
-
228
7
224
91
-
155
107
845
985
1625
51 01
29
Pattern
Channel Belt Width (ft)
77
184
8
90
-
104
55
134
593
767
745
92 1
1 1 22
12
Radius of Curvature (ft)
34
118
8
76
135
53
172
41 7
579
503
1010
1780
15
Rc Bankfull Width (ft /ft)
-
-
-
-
-
-
-
-
-
-
-
-
Meander Wavelength (ft)
66
403
10
-
350
-
136
261
1639
2236
2307
259 1
2834
13
Meander Width Ratio
36
187
-
29
-
34
1 6
40
16
1 8
1 7
2 1
026
4
Transport Parameters
Reach Shear Stress (Competency) lb /ft'
041
039
036
Max Part Size (mm) Mobilized at Bankfulli
10
21
Stream Power CFransp ort Capacity) W /m'-
Addttional Reach Parameters
Rosgen Classification
C,4/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 Floodplain Area (acres)
-
-
-
%ofR each with Eroding Banks
-
-
Channel Stability or Habitat M etnc
Biological or Other
- intormarion unavauaoie
N/A - Item does not apply
Non - Applicable
Glade Creek Final
Project No 854
Monitonng Year 2 of 5
D -43 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix D
Stream Survey Data
Intormation unavailable
N/A Item does not apply
Non Applicable
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -44 Equinox Environmental Consultation and Design, Inc
November 2012
Table 10a. Baselme Stream Data Summary
Glade Creek / Pro' ct No. 854 - Unnamed Tributary (265 feet)
Parameter
Regional Curve
Pre- Dasting Condition
Reference Reach Data
Design
Monitoring Baseline
Dimension & Substrate - Riffle
LL
UL
Eq
Min
Mean
Med
Max
SD
N
Min
Mean
Max
SD
N
NLn
can
Max
Mtn
can
Med
Max
SD
N
Bankfull Width (ft)
-
126
-
307
_!led
120
17 3
181
181
189
N/A
2
Floodprone Width (ft)
13
25
70
>44
335
377
377
418
N/A
2-
Bankfull M can Depth (ft)
-
08
-
19
07
07
08
08
08
N/A
2
Bankfull Max Depth (ft)
10
25
10
1 2
1 3
1 3
1 3
N/A
2
Bankfull Cross Sectional Area (ft)
99
574
82
127
130
130
132
N/A
2
Widt h/Dep t It Rat io
1
1 1601
164
180
227
255
255
283
N/A
2
Entrenchment Ratio
1 1
-
20
2 3
1
1
1
1
1
1 >221
1 9
21
21
22
N/A
2
Bank Height Ratio
>2 0
10
10
10
1 10
10
1
Profile
Riffle Length (ft)
-
-
-
58
103
103
146
40
6
Riffle Slope (ft /ft)
0 00110
01710
015
0 034
0011
6
Pool Length (ft)
-
-
36
133
108
295
85
9
Pool Max Depth (ft)
35
31
22
18
27
26
34
05
7
Pool Spacing (ft)
-
-
224
31
-
56
55
341
31 5
598
20 8
7
Pattern
Channel Belt Width (ft)
57
79
7
90
-
104
30
45
286
343
36 1
37 1
351
5
Radius of Curvature (ft)
17
71
10
76
135
27
33
17 1
198
195
225
221
5
Re Bankfull Width (ft /ft)
-
-
-
-
-
-
-
-
-
-
-
Meander Wavelength (ft)
66
93
6
-
350
-
75
84
66 4
77 7
82 7
83 9
Meander Width Ratio
45
63
29
34
25
38
1 9
2 0
2 0
21
LNAL2
Traitsport Parameters
Reach Shear Stress (Competency) lb/ft2i
052
017
030
M ax Part Size (mm) M obdized at Bankfull
1
15
3
65
Stream Power (Transport Capacity) W /m'-
Additional Reach 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
1 71
1 10
1 22
1 17
Water Surface Slope (ft/ft)
-
-
-
00064
Bankfull Slope (ft /ft)
0 011
0 014
0 006
00058
Bankfull Floodplam Area (acres)
-
-
-
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
Intormation unavailable
N/A Item does not apply
Non Applicable
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -44 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix D
Stream Survey Data
Table lob Baseline Stream Data Summary
(Substrate, Bed, Bank, and Hydrologic Containment Parameter Distributions)
Glade Creek / Project No 854 - Glade Creek 2 558 feet
Parameter
Pre - Basting Conthtion
Reference Reach Data
Design
Monitoring Baseline
Ri % /Ru % /P % /G % /S%
-
-
-
-
-
-
25%
9%
49%
16%
2%
SC % /Sa % /G % /C % /B % /Bc%
-
-
d16 I D35 /d50 /d84 /d95 /dtl /di`n(mm)
0136
087
125
114
1150
-
017
29
58
180
300
Entrcnchmenl Class
<15/15 199/2 49/50 99/.10
Incision Clare
<12/12 149/15 199/>20
to format on unavauatnc
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 - Basting Condition
Reference Reach Data
Design
Monitoring Baseline
Ri % /Ru % /P % /G % /S%
-
-
-
-
-
24%
11%
47%
16%
2%
SC % /Se% /G % /C % /B % /Be%
-
dl6 /D35 /00 /dW,195 /dt' /d,` (mm)
03
11
27
85
1150
017
29
58
180
300
Entrenchment Class
<15/15 199/2 49/50 99 >10
Incision Class
<12112 149/15 1 99 / >2 0
N/A V Itcm does not apply
Non - Applicable
Glade Creek Final D -45 Equinox Environmental Consultation and Design, Inc
Project No 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Table 11a. Baseline Morphology & Hydraulic Monitoring Summary
Glade Creek / Project No. 854 - Glade Creek (2,558 feet)
Cross- Section 1
Riffle
Cross - Section 2
Pool
Cross- Section 3
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MYI
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,613
2,613
2,613
2,612
2,612
2,612
2,611
2,611
2,611
Bankfull Width (ft)
477
488
51 3
504
493
49 1
476
476
476
Floodprone Width (ft)
1090
1094
109
69 1
691
69 1
704
704
704
Bankfull Mean Depth (ft)
09
09
09
1 6
17
1 7
1 3
1 3
1 3
Bankfull Max Depth (ft)
19
19
19
30
33
33
19
19
1 9
Bankfull Cross Sectional Area (ft2)
416
456
459
783
830
836
622
641
639
Bankfull Width/Depth Ratio
547
522
574
325
293
289
365
353
355
Bankfull Entrenchment Ratio
23
22
2 1
14
14
14
15
1 5
1 5
Bankfull Bank Height Ratio
10
10
10
10
10
10
10
10
10
Cross Sectional Area between End Pins (ft2)
41 8
456
459
783
830
836
622
64 1
639
d50 (mm)
N/A
47
33
N/A
73
1 7
N/A
45
22
Cross- Section 4
Riffle
Cross- Section 5
Pool
Cross- Section 6
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,607
2,607
2,607
2,606
2,606
2,606
2,605
2,605
2,605
Bankfull Width (ft)
352
363
349
532
51 5
519
421
429
424
Floodprone Width (ft)
688
688
688
1179
1179
118
1076
1076
108
Bankfull Mean Depth (ft)
13
13
14
13
15
14
1 1
1 1
1 1
Bankfull Max Depth (ft)
17
19
19
37
41
40
18
1 9
19
Bankfull Cross Sectional Area (ft'`)
449
469
475
687
750
74 1
477
490
484
Bankfull Width/Depth Ratio
276
28 1
256
41 1
353
363
372
375
37 1
Bankfull Entrenchment Ratio
20
19
20
22
23
23
26
25
25
Bankfull Bank Height Ratio
10
10
10
10
10
10
10
10
1 0
Cross Sectional Area between End Pins (ft)
449
469
475
687
1 7501
74 1
1
477
490
484
d50 (mm)
N/A
47
1 14
N/A
1 8
1 14
N/A
1 44
18
iN /A - nem noes not app y
Glade Creek Final
Project No 854
Monitoring Year 2 of 5
D -46 Equinox Environmental Consultation and Design, Inc
November 2012

Appendix D
Table Ila. Baseline Morphology & Hydraulic Monitoring Summary
Glade Creek / Project No. 854 - Unnamed Tributary (264 feet)
Cross- Section 7
Riffle
Cross- Section 8
Riffle
Dimension
Base
MYl
MY2
MY3
MY4
MY5
Base
MY1
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
2,604
2,604
2,604
2,602
2,602
2,602
Bankfull Width (ft)
173
175
177
189
191
181
Floodprone Width (ft)
335
335
335
41 8
41 8
41 8
Bankfull Mean Depth (ft)
08
07
08
07
07
07
Bankfull Max Depth (ft)
1 3
1 2
12
1 2
1 2
1 2
Bankfull Cross Sectional Area (ft2)
132
130
134
127
130
122
Bankfull Width/Depth Ratio
227
236
234
283
281
270
Bankfull Entrenchment Ratio
19
19
19
22
22
23
Bankfull Bank Height Ratio
10
10
10
1 0
1 0
10
Cross Sectional Area between End Pins (ft)
132
130
134
127
130
122
d50 (mm)
N/A
33
16
N/A
38
6
wry - nem noes not apply
Stream Survey Data
Glade Creek Final D -47 Equinox Environmental Consultation and Design, Inc
Project No 854 November 2012
Monitoring Year 2 of 5

Appendix D
Stream Survey Data
Table 11b. Monitoring Data - Stream Reach Data Summary
Glade Creek / Project No. 854 - Glade Creek (2,558 feet)
Parameter
Baseline
MY- i
MY-2
MY-3
MY-4
MY-5
Dimension & Substrate - Riffle
Min
I Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Mtn
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)
352
432
449
477
591
4
363
439
45 3
488
567
4
349
441
450
513
711
4
Floodprone Width (ft)
688
89 1
890
1094
2248
4
688
891
890
1094
2248
4
688
89 1
892
090
2247
4
Bankfull Mean Depth (ft)
09
1 2
12
1 3
019
4
09
1 2
12
13
019
4
09
1 2
1 2
14
022
4
Bankfull Max Depth (ft)
1 7
1 8
19
1 9
010
4
1 9
1 9
1 9
19
000
4
19
1 9
1 9
19
000
4
Bankfull Cross - Sectional Area (ft)
41 6
49 1
46 3
62 2
9 08
4
45 6
51 4
48 0
64 1
8 58
4
45 9
51 4
48 0
63 9
838
4
Width/Depth Ratio
276
390
369
547
1134
4
28 1
38 3
364
522
10 11
4
25 6
389
363
574
1334
4
Entrenchment Ratio
1 1 5
21
22
26
047
4
15
20
2 1
25
043
4
1 5
20
21
25
041
4
Bank Height Ratio
10
1 0
10
1 0
0 00
4
1 0
1 0
1 0
10
000
4
10
10
] 0
10
000
4
Profile
Riffle Length (ft)
146
353
31 8
549
13 12
18
110
302
254
580
1494
19
83
274
235
523
147
18
Riffle Slope (ft /ft)
0 002
0 011
0 010
0 025
0 006
18
0 002
0 010
0 010
0 020
0 005
19
0 002
0 011
0 012
0 020
0 005
18
Pool Length (ft)
72
4t7
446
749
2275
30
77
402
43 1
768
2359
30
78
41 1
448
763
236
30
Pool Max Depth (ft)
32
41
41
56
065
31
28
40
39
54
065
30
25
37
36
49
06
30
Pool Spacing (ft)
107
845
985
1625
51 03
29
93
842
81 2
1514
1303
29
113
844
848
1703
533
29
Pattern
Channel Belt Width (ft)
593
767
745
921
1122
12
Radius of Curvature (ft)
417
579
503
1010
1781
15
Rc Bankfull Width (ft/ft)
084
092
092
100
N/A
2
Meander Wavelength (ft)
1639
2236
2307
259 1
2834
13
Meander Width Ratio
16
1 8
17
2 1
026
4
Additional Reach Parameters
Rosgen Classification
C
C4
C4
Channel Thalweg Length (ft)
2,548
2,558
2,555
Smuosity (ft)
1 17
1 18
1 18
Water Surface Slope (Channel) (ft /ft)
00055
00054
0 0053
Bankfull Slope (ft /ft)
00050
00050
00052
Ri% / Ru% / P% / G%a / S%
25%
9%
49%
16%
2%
23%
12%
48%
20%
11 %
49%
17%
3%
SC% / SA% /G% /C% /B% / Be %*
1%
14%
65%
199
0%
10%
24%
47%
19%
0%
0 %
d 16 / d35 / d50 / d84 / d95 (mm)
0 504
7 25
21 75
78 25
125
% 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
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
Project No 854
Monitonng Year 2 of 5
D -48
Equinox Environmental Consultation and Design, Inc
November 2012

Appendix D
Stream Survey Data
Table 11b. Monitoring Data - Stream Reach Data Summary
Glade Creek / Project No. 854 - Unnamed Tribu (265 feet)
Parameter
Baseline
MY - 1
MY-2
MY - 3
MY-4
MY - 5
Dimension & Substrate - Riffle
Nhn
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
NLn
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Bankfull Width (ft)
173
181
181
189
N/A
2
175
183
183
191
N/A
2
177
179
179
181
N/A
2
Floodprone Width (ft)
33 5
377
377
41 8
N/A
2
335
377
377
41 8
N/A
2
335
377
377
418
N/A
2
Bankfull Mean Depth (ft)
07
08
08
08
N/A
2
07
07
07
07
N/A
2
07
08
08
08
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
12
N/A
2
Bankfull Cross - Sectional Area (ft)
127
1 130
1 130
132
N/A
2
130
130
130
130
N/A
2
122
128
128
134
N/A
2
Width/Depth Ratiol
227
1 j25 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
Entrenchment Ratio
1 9
1
2 1
22
N/A
2
1 9
2 1
2 1
22
N/A
2
19
2 1
2 1
23
N/A
2
Bank Height Ratio
1 0
1 0
1 0
10
N/A
2
1 0
1 0
10
10
N/A
1 2
10
1 0
1 0
10
N/A
2
Profile
Riffle Length (ft)
58
103
103
146
40
6
36
101
105
160
49
6
618
111
101
192
44
6
Riffle Slope (ft /ft)
0 001
0 017
0 015
0 034
0 011
6
0 001
0 Ol 3
0 011
0 024
0 009
6
0 003
0013
0 Ol 6
0 021
0 008
6
Pool Length (ft)
36
133
108
295
85
9
32
134
141
268
78
9
31
122
125
268
72
9
Pool Max Depth (ft)
18
27
26
34
05
7
21
27
26
33
04
6
22
26
25
29
03
6
Pool Spacing (ft)
55
34 1
315
598
208
7
5 3
30 7
35 2
546
174
8
5 1
302
31 5
57 3
178
8
Pattern
Channel Belt Width (ft)
286
343
36 1
37 1
35
5
Radius of Curvature (ft)
171
198
195
225
22
5
Rc Bankfull Width (ft /ft)
N/A
N/A
N/A
N/A
N/A
N/A
Meander Wavelength (ft)
664
777
827
839
98
3
Meander Width Ratio
19
20
20
2 1
N/A
N/A
Additional Reach Parameters
Rosgen Classification
C
C4
C4
Channel Thalweg Length (ft)
263
264
264
Sinuosity (ft)
1 17
1 18
1 18
Water Surface Slope (Channel) (ft /ft)
00064
00068
00068
Bankfull Slope (ft /ft)
00058
00066
00066
Ri% / Ru% / P% / G% / S%
24%
11%
1 47%
1 16%
1 2%
24%
1 15%
1 47%
12%
2 %a
26%
14%
43%
15%
3%
SC% / SA% / G% / C% / B% / Be %*
0%
8%
81%
11%
0%
0%
7'%
29%
48%
16%
0%
0%
d 16 / d35 / d50 / d84 / d95 (mm)
0 215
305 1
11
65
114
% 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
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
Project No 854
Monitoring Year 2 of 5
D -49
J
Equinox Environmental Consultation and Design, Inc
November 2012