20051877 Ver 1_Year 3 Monitoring Report_20140121

05- /p)
Dye Branch II
Stream Restoration
NCEEP Project Number: 92255
Monitoring Year 3
Monitoring Contract Number: 004523
2013 Final Report
Submitted to
North Carolina Ecosystem Enhancement Program
North Carolina Department of Environment and Natural Resources
November 2013
Ecosystem
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PROGRAM
1652 Mail Service Center
Raleigh, NC 27699
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AGE
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Monitoring Firm
EQUINOX
ENVIRONMENTAL
CONSULTATION & DESIGN
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Phone: 828 - 253 -6856
Project Contact: Kevin Mitchell
Email: kevin @equinoxenvironmental.com

Dye Branch II Stream Restoration
2013 Monitoring Report (MY 3)
Table of Contents
10 Executive Summary / Project Abstract
20 Methodology
30 References
Page I
Page 2
Page 3

Appendix A Pr
Figure 1
Table la
Table lb
Table 2
Table 3
Table 4
Appendices
:)ject Vicinity Map and Background Tables
Vicinity Map and Directions
Project Components
Component Summations
Project Activity and Reporting History
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 10a Baseline Stream Data Summary
Table 10b 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 l lb Monitoring Data — Stream Reach Data Summary
Appendix E Hydrologic Data
Table 12 Verification of Bankfull Events
Figure 3 Dye BranchWater Level Logger Chart
Figure 4 Precipitation for Mooresville, North Carolina
m

1.0 EXECUTIVE SUMMARY / PROJECT ABSTRACT
The goals and objectives stated in the Dye Branch Stream Restoration Plan (NCEEP 2005) are as
follows
• Provide a stable system of stream channels that neither aggrade nor degrade while
maintaining dimension, pattern, and profile with the capacity to transport the watershed's
water and sediment load,
• Improve the overall water quality and aquatic habitat by reducing sediment and waste
inputs into the stream caused by bank erosion, mass - wasting, and stormwater runoff
through stabilization of the stream channel and creation of a stormwater wetland, and
• Improve the overall viability of the riparian vegetative communities through
establishment of native species and elimination of invasive exotic species
The site includes a diverse assemblage of 21 planted species of native trees and shrubs Planted
species range from 3 to 6 per plot with 4 to 10 species observed when volunteers are included
Between the baseline and year 1 (MY 1) monitoring vegetation data collection efforts, two
monitoring plots were impacted by repairs made to the stream channel in summer 2011 A
significant number of planted stems were damaged in VP7 and all plants in VP8 were destroyed
Based on the MY3 vegetation data from plots 1 through 7 the project is not meeting the 320
planted stems per acre criterion that must be achieved by the end of the year three monitoring
period Average stem density for planted stems in MY3 is approximately 271 stems per acre Of
the seven monitoring plots, five plots (-71 %) are not meeting the year three interim success
criteria numbers per acre These include VP 1, 4, 5, 6, and 7, which had 162, 243, 202, 202, 243,
and 272 stems per acre, respectively However, when planted and natural stems are combined,
the average stem density is 1353 stems per acre, and all seven plots meet the year three interim
success criteria Regarding invasive- exotics, 32 isolated patches of high threat invasive plants
have been identified, totaling 2 61 acres Generally, these areas are distributed throughout the
project area
Stream longitudinal profiles within the Cemetery Branch reach have remained stable among
monitoring years with the exception of a few isolated areas of bed degradation and aggradation
The upstream reach of Dye Branch has multiple areas of aggradation and degradation, as well as
structures with compromised structural integrity The downstream reach of Dye Branch showed
a significant downcutting between MY and MY2 The reach maintained relatively similar bed
elevation between MY2 and MY3, however, it still shows signs of significant shifts between
aggradation and degradation throughout the length of the reach A water level logger was
installed in December of 2010 and has since recorded a total of 11 bankfull events including
three during MY2 and five in MY3
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 mitigation and
restoration plan documents available on EEP's website All raw data supporting tables and
figures in the appendices are available from EEP upon request
Dye Branch II Final 1 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

2.0 Methodology
The stream monitoring methodologies utilized in MY3 replicate those employed during the
previous monitoring years 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 11, Version 4 2 (Lee et al 2008)
Dye Branch II Final 2 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

3.0 References
Lee, M T, R K Peet, S D Roberts, and T R Wentworth 2008 CVS -EEP Protocol for
Recording Vegetation Version 4 2 The University of North Carolina at Chapel Hill,
Department of Biology
NCEEP (North Carolina Ecosystem Enhancement Program) 2005 Dye Branch Stream
Restoration Plan 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
Dye Branch II Final 3 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix A
Project Vicinity Map and Background Tables

The subject project site is an environmental restoration site of
r• x.�� )f ,� p; ,, s ay r `;�. j - the NCDENR Ecosystem Enhancement Program (EEP) and is
encompassed by a recorded conservation easement, but is bordered by
Gay s / 1\ 3�"" •,+ t r t 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 ol'state '
rs,c
and federal agencies or their designers /contractors involved in the
' •�y r 1 �" t e , - development, oversight and stewardship of the restoration site is
}
permitted within the terms and timeframes of their delined roles. Any
+ - - intended site visitation or activity by any person outside of these
f. k_ previously sanctioned roles and activities requires poor coordination with
EEP
Qa..
• ° r -, t�2 .tat c .ty: t� ""
}.r
115
41 _-
�
` �� * tdr! � y� � •152 e Y
150
r 15 F 4; ly" Dye Branch II +� 152 R
y ` ' Stream Restoration Site
V+�
,� I A ►� \ � t 'I 73l � 7 -�. `�„ i h i if �l '`.a 1�II `�v ;.-
:' �' IL'.'•t•.
a
--
.v
I
T \\
r � 111akMiaar eetls I Qs✓.e ) \I(
Figure 1 - Vicinity Map
r
Dye Branco II Gcn^tY
&Mxa Stream RCaloraean Site
GetaaY ,/ Gffia0e
Dye Branch II E UINOX
G°u^0' .� Rprgn
Gea� Ecosystem
LirCp, F,A \'In OIV'AIC \TAt.
I �"" Stream Restoration Site
PROGRAM
Amy j Project No. 92255 N
Directions: From Raleigh, proceed west on 1 -40 towards 0 0.5 1 2
Statesville. Take Exit 152 A (1-77S) towards Charlotte. Miles
Proceed on 1 -77S to Exit 36 (NC -150) towards Mooresville. Iredell Count North Carolina
From NC -150 turn slight right onto McLelland Avenue/NC -152 �'
for approximately 1.2 miles. The site is located on the west 7.5 Minute Series Mooresville
side of• McLelland Avenue/NC- 152. Quadrangle

t
1
t
Appendix A
Project Vicinity Map and Background Tables
Intorma4on unavailable
Non Applicable
Table lb. Component Summations
D ,e Btrancb III /Pro' ct No 92255
Table la Project
Components
Stream
(10
Riparian Wetland (ac)
Non
Riparian
ac
D e ranch
/Pro ect No 92255
_
Project
P venne
Non- Rrvenne
®
Footage
Dec 2010
Teml)orary S &E mix apphed
Restoration
3,685
Component
Existing
Restoration
Plantm
N/A
Stationing
Buffer
BMP Elements
Comment
or
Feet/Acres
Level
Approach
or
Enhancement l
Acres
Nov 2013
Dec 2013
Reach ID
Year 5 Monrtorm
Acrea e
0
-
Creation
00
00
-
-
Cemetery Branch
9681f
R
P3
101411'
0+00-10+14
-_
Stormwater wetlands
Dye Branch
HQ Preservation
0
00
00
S
Upstream
1 772 If
R
P2
1 500 If
0 +00.15 +00
®
Storrnwatcr wetlands
1 0
Dye Branch
0
0
3
= Non - applicable
Downstream
1 232 If
R
P2
1 171 If
16 +00 - 27 +71
Intorma4on unavailable
Non Applicable
Table 2. Project Activity & Reporting History
Dye Branch 11 / Project No. 92255
Table lb. Component Summations
D ,e Btrancb III /Pro' ct No 92255
Data
Collection
Complete
Restoration
Level
Stream
(10
Riparian Wetland (ac)
Non
Riparian
ac
Upland
(ac)
Buffer
(ac) BMP
Aril 2006
Final Design - Repair Plans
P venne
Non- Rrvenne
®
®
Dec 2010
Teml)orary S &E mix apphed
Restoration
3,685
00
00
®�
Plantm
N/A
Feb 2011
Enhancement
March 2011
00
00
Nov 2011
Jan 2012
Year 2 Monitormg
Dec 2012
Enhancement l
0
Nov 2013
Dec 2013
Year 4 Monrtorm
Year 5 Monrtorm
Enhancement II
0
-
Creation
00
00
-
-
-
Preservation
0
00
00
-_
HQ Preservation
0
00
00
S
00
00
Totals 3,685
1 0
0
0
0
3
= Non - applicable
Table 2. Project Activity & Reporting History
Dye Branch 11 / Project No. 92255
Activity or Report
Data
Collection
Complete
Actual
Completion or
Delivery
Restoration Plan
-
Oct 2005
Final Design - Construction Plans
-
Aril 2006
Final Design - Repair Plans
N/A
July 2010
Construction Re airs
N/A
Dec 2010
Teml)orary S &E mix apphed
N/A
Summer 2010
Permanent seed mix apphed
N/A
Summer 2010
Plantm
N/A
Feb 2011
Mitigation Plan / As -built Year 0 Monrtorm - Baseline
March 2011
Aug 2011
Year 1 Monitormg
Nov 2011
Jan 2012
Year 2 Monitormg
Dec 2012
Jan 2013
Year 3 Morutormg
Nov 2013
Dec 2013
Year 4 Monrtorm
Year 5 Monrtorm
- Information unavailable
N/A - Item does not apply
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
A -2 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix A
Project Vicinity Map and Background Tables
7 Table 3. Project Contacts '�
"' D, a Branch III / Pro'ect No_. 9225_5 >.
Designer
Mulkey Engineers & Consultants
6750 Tryon Road
Cary NC, 27518
Primary Project Design POC
Emmett Perdue (919) 858 -1874
Construction Contractor
Fluvial Solutions
P O Box 28749
Raleigli, NC 27611
Construction Contractor POC
Peter Jelenevsky (919) 605 -6134
Planting Contractor
Fluvial Solutions
P O Box 28749
Raleigh, NC 27611
Planting Contractor POC
Peter Jelenevsky (919) 605 -6134
Seeding Contractor
Fluvial Solutions
P O Box 28749
Raleigh, NC 27611
Seeding Contractor POC
Peter Jelenevsky (919) 605 -6134
Seed Mix Sources
Hanes Geo Components
Winston- Salem, NC 27101
Nursery Stock Suppliers
North Carolina Forest Service
Goldsboro, NC 27530
Monitoring Performers (YO) - 2010
Equinox Environmental Consultation & Design, Inc
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream M onitoring POC
Win Taylor (828) 253 -6856
Vegetation M onitoring POC
Win Taylor (828) 253 -6856
Monitoring Performers (Yl) - 2011
Equinox Environmental Consultation & Design, Inc
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream MomtonngPOC
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 M onitoring POC
Kevin M itchell (828) 253 -6856
Vegetation M onitoring POC
Kevin Mitchell (828) 253 -6856
Monitonng Performers (Y3) - 2013
Equinox Environmental Consultation & Design, Inc
37 Haywood Street, Suite 100
Asheville, North Carolina 28801
Stream Monitoring POC
Hunter Terrell (828) 253 -6856
Vegetation MomtormgPOC
Hunter Terrell (828) 253 -6856
Monitoring Performers (Y4) - 2014
Stream M onitoring POC
Vegetation Monitoring POC
Monitoring Performers (Y5) - 2015
Stream M onitonng POC
Vegetation Momtorm POC
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
A -3 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix A
Project Vicinity Map and Background Tables
Table 4.
D, a Branch
Project Attributes
II / P,ro ect N�o. 9_Z255
Project County
Iredell
Ph sio ra hic Region
Piedmont
Ecore ion
Southern Outer Piedmont
River Basin
Yadkin - Pee Dee
USGS 14UC
03040105010010
NCDW Sub -Basin
03 -07 -11
Within Extent ofEEP Watershed Plan
Upper Roc River Local Watershed Plan
W RC Class
W ann
%of Project Easement Fenced or Demarcated
100%
Beaver Activity Observed During Design Phase
No
Restoration Com onent Attributes
Dye Branch
Cemetery Branch
Drainage Area (sq rru
060
006
Stream Order
First / Second
First
Restored Length feet
2,671
1,014
Perennial or Intemuttent
Perennial
Perennial
Watershed Type
Urban
Watershed LUL.CDistnbution
Urban
Other
85%
15%
Watershed Impervious Cover
-
NCDW AU /IndexNumber
13 -17 -2
NCDW Q Classification
C
303d Listed
Yes
Upstream of 303d Listed Segment
Yes
Reasons for 303d Listing orStressor
Poor Bioclassification
Total Acreage of Easement
12 0
Total Vegetated Acreage within Easement
120
Total Planted Acreage as Part of Restoration
89
Ros en Classification of Pre-E)astmg
E4/ G4c
E4
Ros en Classification of As -Built
C
C
Valley Type
-
Valley Sloe
0 0097 / 0 0125
00217
Valley Side Slope Range
-
Valley Toe Slope Range
Cowardin Classification
N/A
N/A
Trout Waters Designation
No
No
Species of Concern, Endangered, Etc
None
Dominant Sod Series and Characteristics
Series
Depth
Clay%
K
T
Chewacla / Cecil / Colfax
- mrormanon unavauaoic
N/A - Item does not apply
Dye Branch II Final A -4 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data

Appendix B
Visual Assessment Data
Table 5. Visual Stream Morphology Stability Assessment
- Dye Branch H / Project No. 92255 - Cemetery Branch
Assessed Length 1,014 feet
Number
Footage
Adjusted%
Number
Total
Number of
Amount of
% Stable,
with
with
for
Major Channel
Channel
Metric
Stable,
Number in
Unstable
Unstable
Performing
Stabilizing
Stabilizing
Stabilizing
Category
Sub - Category
Performing
As -built
Segments
Footage
as Intended
Woody
Woody
Woody
as Intended
Vegetation
Vegetation
Vegetation
Bed
1 Awadation -Bar formalion/growth sufficient to significantly
I
9
99%
1 Vertical Stability
deflect Flow lateral) (not to include point bars)
Depyadat[on -Evidence of downcutting
0
0
100%
(Riffle and Run Units)
2 Riffle Condition
1 Texture/Substrate- Riffle maintains coarser substrate
14
14
100%
3 Meander Pool
I Denth Sufficient (Max Pool Depth Mean Bankfull Depth 2 1 6)
14
15
93%
Condition
2 Lerigh appropriate ( >30% of centerline distance between tail of
upstream riffle and head of downstream riffle)
15
15
100%
1 Thalweg centering at upstream of meander bend (Run)
15
15
100%
4 Thalweg Position
2 Thalweg centenngal downstream of meander bend (Glide)
14
14-
100%
2 Bank
1 Scoured /Eroding
Bank lacking vegetative cover resultmgsimply from poor growth
0
0
100%
N/A
N/A
N/A
and/or scour and erosion
Banks undercut /overhanging to the extent that mass wasting appears
2 Undercut
likely Does NOT include undercuts that are modest appear
0
0
100%
N/A
N/A
N/A
sustainable and are 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 Fagineered
I Overall Integrity
Structures physically intact with no dislodged boulders or logs
32
32
100%
Structures
2 Grade Control
Grade control structures exhibit ingmaintenance of grade across the sill
28
28
100%
2a Piping
Structures lacking any substantial Flow underneath sills or arms
27
28
96%
3 Bank Protection
Bank erosion within the structures extent of influence does NOT
4
4
100%
exceed 15%
Pool forming structures maintaining ` Max Pool Depth Mean
4 Habitat
B Depth Ratio? 1 6 Rootwads/logs providing some cover at
13
13
100%
base -flow
N/A Item dOLs not apply
Dye Branch 11 Final B -2 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data
N/A - Item do,s not apply
Dye Branch II Final B -3 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5
Table 5 cost M's-0 Stream Morphology Stability Assessment
WON ff / Project No. 92355 -Dye ranch 1J,
aimn
Assessed Len h 1 500 feet
Number Footage Adjusted%
Number
Total
Number of
Amount of
% Stable,
with with for
Major Channel
Channel
Metric
Stable,
Number in
Unstable
Unstable
Performing
Stabilizing Stabilizing Stabilizing
Category
Sub Category
P
As -built
Segments
Footage
as Intended
Woody Woody Woody
nt
as s Intended ed
Vegetation Vegetation Vegetation
1 Bed
I Aearadation - Bar formation/growth sufficient to significantly
4
189
87% ,
1 Vertical Stability
deflect Flow lateral) (not to include point bars)
2 Deeradation - Evidence of downcuuing
2 112
93%
(Riffle and Run Units)
88%
2 Riffle Condition
I Texture/Substrate - Riffle maintains coarser substrate
15
17
I Depth Sufficient (Max Pool Depth Mean Bankfull Depth 2 1 6)
18
20
90%
3 Meander Pool
2 Lenz happropriate (> 30% of centerline distance between tail of
18
20
90%
Condition
upstream riffle and head of downstream riffle)
I Thalwegcentenngal upstream of meander bend (Run)
14
17
82%
4 Thalweg Position
2 Thalweg centering at downstream of meander bend (Glide)
14
16
88%
2 Bank �a
I Scoured /Eroding
Bank lacking vegetative cover resulting simplyfrompoorgrowth�
q
240
92%
5 50 94%
and/or scour and erosion
Banks undercut /overhanging to the extent that mass wastmgappears
2 Undercut
likely Does Q 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
3
72
98%
2 0 98%
Totals
12
312
90%
7 50 91%
3 Engineered
1 Overall Integrity
Structures physically intact with no dislodged boulders or logs
26
30
87%
Structures
2 Grade Control
Grade control structures exhibiting maintenance of grade across the sill
8
8
100%
2a Piping
Structures lacking any substantial flow underneath sills or arms
6
8
75%
3 Bank Protection
Bank erosion within the structures extent of influence does NOT
18
23
78%
exceed 15%
Pool forming structures maintaining- Max Pool Depth Mean
4 Habitat
Bankfull Depth Ratio? 1 6 Rootwads/logs providing some cover at
4
5
80%
base -flow
N/A - Item do,s not apply
Dye Branch II Final B -3 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data
- Table 5 cont'd. Visual Stream Morphology Stability Assessment "
Dye Branch H / Project No. 92255 - Dye Branch - Downstream
Assessed Lentath 1,171 feet
Number
Footage
Adjusted°/
Number
Total
Numberof
Amountof
% Stable,
with
with
for
Major Channel
Channel
Stable,
Category
Sub Category
Metric
Ps
Number in
Unstable
Unstable
Performing
Stabilizing
Stabilizing
Stabilizing
Intended
as Intended
As -built
Segments
Footage
as Intended
Woody
Woody
Woody
Vegetation
Vegetation
Vegetation
1 Bed
1 Awadation - Bar formation/growth sufficient to significantly
4
113
90%
1 Vertical Stability
deflect flow lateral) (not to include omt bars)
- De$Tadatnon - Evidence of downcuttmg
2
98
92%
(Riffle and Run Units)
2 Riffle Condition
1 Texture/Substrate - Riffle maintains coarser substrate
1 1
1 I
100%
3 Meander Pool
I Depth Sufficient (M ax Pool Depth Mean Bankfull Depth a 1 6)
10
10
100%
Condition
2 Len happropriate(> 30% ofcenterhnedistancebetweentail of
upstream riffle and head of downstream riffle
10
10
100%
I Thalweg centering at upstream of meander bend (Run)
8
10
80%
4 Thalweg Position
90%
2 Thalweg centering at downstream of meander bend (Glide)
9
10
2 Bank
1 Scoured /Finding
Bank lacking vegetative cover resulting simplyfrompoorgrowlh
4
128
95%
2
30
96%
and/or scour and erosion
Banks undercut /overhanging to the extent (hat mass wast mg 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
2
117
95%
1
22
96%
Totals
6
j 245
90%
1
22
90%
3 Engineered
I Overall Integntv
Structures physically intact with no dislodged boulders or logs
15
22
68%
Structures
2 Grade Control
Grade control structures exhibiting maintenance of grade across the sill
6
8
75%
2a Piping
Structures lacking any substantial flow underneath sills or arms
4
8
50%
3 Bank Pratechon
Bank erosion H ithm the structures extent of influence does NOT
12
14
86/
exceed 15%
Pool forming structures maintaining° Max Pool Depth Mean
4 Habitat
JBankfuflDepth Ratio? 1 6 Rootwads/logs providing some cover at
5
5
100%
base -flow
N/A Item does not apply
Dye Branch II Final B -4 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix B
Visual Assessment Data
Table 6. Vegetation Condition Assessment
Dye Brane6ll / Project No. 92355
Planted Acre a Q.0
Number of
Combined
% of Planted
Vegetation Category Definitions
CCPV Depiction
Polygons
Acreage
Acrea e
1 Bare Areas
Very limited cover of both woody and herbaceous material
Black Dots Snip e Background
1
001
<1%
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
I
001
<1%
3 Areas of Poor Growth Rates or Vigor
Arras with woody stems of a size class that are obviously small
N/A
0
000
0%
vcn [hc momtonn car
CumWati`e Ttotals
I
001
<1%
Easement Acreage 12.01
of
Vegetation Category
Definitions
CCPV Depiction
Number of
Combined
Easement
Polygons
Acreage
Acreage
4 Invasive Areas of Concern
Areas or points (if too small to render as polygons at map scale)
Cross Hatch
33
261
22%
(Red - DenseNellow - Present)
5 Easement Encroachment Areas
Areas or points (if too small to render as polygons at map scale)
Stipple
Orange Dots White Background
1
006
05%
N/A - Item does not apply
Dye Branch 11 Final
Project No 92255
Monitoring Year 3 of 5
B -5 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix B
Visual Assessment Data
Cemetery Branch — Permanent Photo Station 1
Downstream
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Permanent Photo Station 2
Upstream
B -6 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix B
Visual Assessment Data
Cemetery Branch — Permanent Photo Station 2
Downstream
Dye Branch 11 Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch — Permanent Photo Station 3
Downstream
B -7 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix B
Visual Assessment Data
Dye Branch — Permanent Photo Station 4
Upstream
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch — Permanent Photo Station 5
Upstream
B -8 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix B
Visual Assessment Data
Dye Branch — Permanent Photo Station 6
Upstream
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch — Permanent Photo Station 7
Downstream
B -9 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix B
Visual Assessment Data
Dye Branch — Permanent Photo Station 8
Upstream
Dye Branch — Permanent Photo Station 9
Upstream
Dye Branch 11 Final B -10 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix C
Vegetation Plot Data

Appendix C
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
Vegetation Plot Data
able 7. Vegetation lot Criteri"T, inment
D e Branch II / ro'ect No. 92255
Vegetation Plot
ID
Vegetation
Survival
Threshold Met?
Tract Mean
1
No
14%
2
Yes
3
Yes
4
No
5
No
6
No
7
No
C -1 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 1
Monitoring Year 3 — July 9, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Vegetation Monitoring Plot 2
Monitoring Year 3 — July 9, 2013
C -2 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 3
Monitoring Year 3 — July 9, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Vegetation Monitoring Plot 4
Monitoring Year 3 — July 9, 2013
C -3 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix C
Vegetation Plot Data
Vegetation Monitoring Plot 5
Monitoring Year 3 — July 9, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Vegetation Monitoring Plot 7
Monitoring Year 3 — July 9, 2013
C -4 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix C
Dye Branch 11 Final
Project No 92255
Monitoring Year 3 of 5
Vegetation Plot Data
�, >�
Dye Branch�I�I�/ Pro' ct No. 92255 �
Report Prepared By
W dham Carson
Date Prepared
7/15/2013 10 39
Database Name
Equinox- 2013- A- DyeBranch MY3 mdb
Database Location
Z \ES \NRI &M \EEP Monitorwg \Dye Branch \DB -M Y3 -2013 \Data \Veg
Computer Name
SENIORSCIENTIST
File Size
51560448
DESCRIPTION OF WORKSHEETS IN TUB DOCUMENT
Metadata
Description of database file, the report worksheets, and a summary ofproject(s) and project
data
Project Planted
Each project is listed with its PLANTED sterns per acre, for each year This excludes live
stakes
Project Total Stems
Each project is listed with its TOTAL stems per acre, for each year This includes live stakes,
all planted stems, and all natural/volunteer steno
Plots
List of plots surveyed with location and summary data (live stems, dead sterns, nussing, etc )
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor by Species
Frequency distribution of vigor classes hsted by species
Damage
List of most frequent damage classes with number of occurrences and percent of total steals
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 matrix of the count of PLANTED living stems of each species for each plot, dead and
missing stems are excluded
ALL Stems by Plot and Species
A matrix of the count of total living stems of each species (planted and natural volunteers
combined) for each plot, dead and trussing stems are excluded
PROJ ECT S UMMARY
Project Code
92255
Project Name
Dye Branch
Description
River Basin
Yadkin -Pee Dee
Length(ft)
Strearo-to-Edge Width (ft)
Area (sq m)
Required Plots (calculated)
Sampled Plots
7
Equinox EnN@F&mental Consultation and Design, Inc
November 2013

Appendix C
Vegetation Assessment Data
Table 9. Planted and Total Stem counts (Species by Plot with Annual Means)
Dye Bramelill/ProjectNo.9255
Current Plot Data (MY3 2023)
mom
Prunus serotina
size (are s)
species couni
0
0
©0
0
0
0
0
0
0
0
© ©=.
=
=l
=
==
© ©=
© ©E
© ©='
© ©W-
®
®®
=MM
=
=Mw
mm
MM
MM
m®®®®
=mm
Exceeds requirements by 10%
Fails to meet requirements by more than 10%
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
C -6 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data

0

Appendix D
840
839
838
837
y
.y
836
R
v
835
834
833
832
0+00
Stream Survey Data
Cemetery Branch
Cross - Section 1 - Pool
Station 1 + 04.27
0+05 0 +10 0 +15 0 +20 0 +25 0 +30 0 +35
Station (feet)
As -built l2 /6/2010 " MY16/13/2011 ---#— MY2 12/12/2012 tMY3 2/27/2013 - -- Bkf
Dye Branch II Final D -I Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cemetery Branch — Cross - Section 1 — Pool
Left Bank Descending
Monitoring Year 3 — February 27, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Cross - Section 1 — Pool
Right Bank Descending
Monitoring Year 3 — February 27, 2013
D -2 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Cemetery Branch — Cross - Section 1 — Pool
Downstream
Monitoring Year 3 — February 27, 2013
Dye Branch 11 Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Cross - Section I — Pool
Upstream
Monitoring Year 3 — February 27, 2013
D -3 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
830
829
828
Z
0
w
C
0 827
6�
W
826
825
824
0+00
Stream Survey Data
Cemetery Branch
Cross - Section 2 - Riffle
Station 6 + 40.40
0+05 0 +10 0 +15 0 +20 0 +25 0 +30 0 +35
Station (feet)
As -built 12/6/2010 MY1 6/13/2011 • MY2 12/12/2012 —9--MY3 2/27/2013 -- -- Bkf
Dye Branch II Final D -4 Equinox Environmental Consultation and Design. Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cemetery Branch — Cross - Section 2 — Riffle
Left Bank Descending
Monitoring Year 3 — February 27, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Cross - Section 2 — Riffle
Right Bank Descending
Monitoring Year 3 — February 27, 2013
D -5 Equinox Environmental Consultation and Design. Inc.
November 2013

Appendix D
Stream Survey Data
Cemetery Branch — Cross - Section 2 — Riffle
Downstream
Monitoring Year 3 — February 27, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Cross - Section 2 — Riffle
Upstream
Monitoring Year 3 — February 27, 2013
D -6 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
825
824
823
a�
w
e
0 822
R
W
821
820
819
0+00
Stream Survey Data
Cemetery Branch
Cross - Section 3 - Riffle
Station 8 + 77.10
0+05 0 +10 0 +15 0 +20 0 +25 0 +30
Station (feet)
As -built 12/6/2010 NIY1 6/13/2011 MY2 7/25/2012 tMY3 2/27/2013 ---' Bkf
Dye Branch II Final D -7 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5
• • • • • • • • • • 0 • 0 0 0 0 0 • • 0 • • • • • • • 0 0 • • • • • • • • • • • • • • •

Appendix D
Stream Survey Data
Cemetery Branch — Cross - Section 3 — Riffle
Left Bank Descending
Monitoring Year 3 — February 27, 2013
Dye Branch 11 Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Cross- Section 3 — Riffle
Right Bank Descending
Monitoring Year 3 — February 27, 2013
D -8 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Cemetery Branch — Cross - Section 3 — Riffle
Downstream
Monitoring Year 3 — February 28, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Cemetery Branch — Cross - Section 3 — Riffle
Upstream
Monitoring Year 3 — February 28, 2013
D -9 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
829
828
827
826
w 825
0
> 824
v
W
823
822
821
820
0+00
Stream Survey Data
Dye Branch - Upstream
Cross - Section 4 - Riffle
Station 1 + 15.75
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
Station (feet)
As -built 5/10/2011 MY1 6/13/2011 • MY2 7/25/2012 f MY3 2/27/2013 — — — Bkf
Dye Branch II Final D -10 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 4 — Riffle
Left Bank Descending
Monitoring Year 3 — February 28, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch Upstream Reach — Cross - Section 4 — Riffle
Right Bank Descending
Monitoring Year 3 — February 28, 2013
D -1 1 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 4 — Riffle
Downstream
Monitoring Year 3 — February 28, 2013
Dyc Branch Upstream Reach — Cross - Section 4 — Riffle
Upstream
Monitoring Year 3 — February 28, 2013
Dye Branch II Final D -12 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
822
821
820
819
a�
w 818
c
0
> 817
a�
W
816
815
814
813
0+00 0+05 0 +10 O +IS 0 +20 0 +25 0 +30 0 +35 0 +40 0+45
Station (feet)
As -built 5/11/2011 MY 1 6/14/2011 MY2 7/25/2012 t MY3 2/27/2013
Stream Survey Data
Dye Branch - Upstream
Cross - Section 5 - Pool
Station 7 + 74.58
0+50
Dye Branch 11 Final D -13 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 5 — Pool
Left Bank Descending
Monitoring Year 3 — February 28, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch Upstream Reach — Cross - Section 5 — Pool
Right Bank Descending
Monitoring Year 3 — February 28, 2013
D -14 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 5 — Pool
Downstream
Monitoring Year 3 — February 28, 2013
Dye Branch Upstream Reach — Cross - Section 5 — Pool
Upstream
Monitoring Year 3 — February 28, 2013
Dye Branch II Final D -15 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5
n
u

Appendix D
821
820
819
818
817
v
816
a
c
815
W
W
814
813
812
811
810
0
Stream Survey Data
Dye Branch - Upstream
Cross - Section 6 - Riffle
Station 10 + 75.57
+00 0+115 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 +811 0 +85
Station (feet)
As -built 12/6/2010 MY1 6/14/2011 * MY2 7/25/2012 --E-' ! 11'3 2/27/2013 - - - l3kf
Dye Branch II Final D -16 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 6 — Riffle
Left Bank Descending
Monitoring Year 3 — February 28, 2013
Dye Branch Il Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch Upstream Reach — Cross - Section 6 — Riffle
Right Bank Descending
Monitoring Year 3 — February 28, 2013
D -17 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 6 — Riffle
Downstream
Monitoring Year 3 — February 28, 2013
Dye Branch Upstream Reach — Cross - Section 6 — Riffle
Upstream
Monitoring Year 3 — February 28, 2013
Dye Branch it Final D -18 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
819
818
817
816
.� 815
a�
w
C
0 814
a�
W 813
812
811
810
809
0+011
Stream Survey Data
Dye Branch - Upstream
Cross - Section 7 - Riffle
Station 13+ 85.87
Dye Branch 11 Final
Project No. 92255
Monitoring Year 3 of 5
0
11+115 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
Station (feet)
As -built 12/6/2010 NIYO 6/14 /2011 • MY2 7/26/2012 f I ll3 2/27/2013 — — — Bkf
D -19 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 7 — Riffle
Left Bank Descending
Monitoring Year 3 — February 28, 2013
Dye Branch Upstream Reach — Cross - Section 7 — Riffle
Right Bank Descending
Monitoring Year 3 — February 28, 2013
Dye Branch II Final D -20 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch Upstream Reach — Cross - Section 7 — Riffle
Downstream
Monitoring Year 3 — February 28, 2013
Dye Branch Upstream Reach — Cross - Section 7 — Riffle
Upstream
Monitoring Year 3 — February 28, 2013
Dye Branch II Final D -21 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5
0

Appendix D
815
814
813
812
811
w
r;
0 810
ea
v
W 809
808
807
806
805
0+00
Stream Survey Data
Dye Branch - Downstream
Cross - Section 8 - Riffle
Station 17 + 27.43
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 0 +85
Station (feet)
As -built 12/6/2010 MY1 6/14/2011 —'*-– MY2 8/1/2012 t MY3 2/27/2013 -- ` Bkf
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -22 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Dye Branch Downstream Reach — Cross - Section 8 — Riffle
Left Bank Descending
Monitoring Year 3 — March 1, 2013
Dye Branch 11 Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch Downstream Reach — Cross - Section 8 — Riffle
Right Bank Descending
Monitoring Year 3 — March 1, 2013
D -23 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Dye Branch Downstream Reach — Cross - Section 8 — Riffle
Downstream
Monitoring Year 3 — March 1, 2013
Dye Branch 11 Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch Downstream Reach — Cross - Section 8 — Riffle
Upstream
Monitoring Year 3 — March 1, 2013
D -24 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
812
811
810
809
808
.y
807
c
0
806
v
W
805
804
803
802
801
0+00
Stream Survey Data
Dye Branch - Downstream
Cross - Section 9 - Pool
Station 19 + 80.80
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
Station (feet)
As -built 12/6/2010 MY1 6/14/2011 — MY2 8/1/2012 —4B--MN3 2/27/2013 — — — Bkf
Dye Branch 1I Final D -25 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
. Dye Branch Downstream Reach — Cross - Section 9 — Pool
Left Bank Descending
Monitoring Year 3 — March 1, 2013
Dye Branch Downstream Reach — Cross - Section 9 — Pool
Right Bank Descending
Monitoring Year 3 — March 1, 2013
Dye Branch II Final D -26 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch Downstream Reach — Cross - Section 9 — Pool
Downstream
Monitoring Year 3 — March 1, 2013
Dye Branch Downstream Reach — Cross - Section 9 — Pool
Upstream
Monitoring Year 3 — March 1, 2013
Dye Branch II Final D -27 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
810
809
808
807
806
805
�r
6�
c
804
0
y
803
a�
W 802
801
800
799
798
797
0+00
Stream Survey Data
Dye Branch - Downstream
Cross - Section 10 - Riffle
Station 24 + 85.22
Dye Branch Il Final
Project No. 92255
Monitoring Year 3 of 5
0+05 0 +10 0 +15 0 +20 0 +25 0 +30 0 +35 0 +40 0 +45 0 +50 0 +55 0+60
Station (feet)
As -built 12/6/2010 n MY1 6/14/2011 —+— MY2 8/1/2012 MY3 2/27/2013 — — — Bkf
D -28 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
Dye Branch Downstream Reach — Cross - Section 10 — Riffle
Left Bank Descending
Monitoring Year 3 — March 1, 2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
Dye Branch Downstream Reach — Cross - Section 10 — Riffle
Right Bank Descending
Monitoring Year 3 — March 1, 2013
D -29 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
Dye Branch Downstream Reach — Cross - Section 10 — Riffle
Downstream
Monitoring Year 3 — March 1, 2013
Dye Branch Downstream Reach — Cross - Section 10 — Riffle
Upstream
Monitoring Year 3 — March 1, 2013
Dye Branch 11 Final D -30 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
840 �1I
839 1
838
837
836
835
834
833
832
831
830
v
829
828
C
O
827
R
i
w 826
825
824
823
822
821
820
819
818
817
816
815
Stream Survey Data
Cemetary Branch
Longitudinal Profile
0 +00 to 9 +89.93
a
1X&
O
db
O
O
9,5O
O
sX*
O
01,
X90
d,XO
O
Station (feet)
TW -MYO 12/6/2010 TW -MY1 6/13/2011 TW -MY2 12/12/2012 TW -MY3 2/27/2013 WS BKF O Structure
a
to
�O
Dye Branch II Final D -31 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
826
825
824
823
822
821
820
819
818
w
°0 817
:7
816
w
815
814
813
812
811
810
809
808
qb
0
Dye Branch - Upstream
Longitudinal Profile
0 +30.36 to 15+03.3
•
XS7 - R
X-909 X -90 X-909 X -90 X -90 X -90 X -90 X 6o X -90 X -90 X-909 X -90 X-909 X bo
Station (feet)
TW- MY012/6/2010 - TW -MY1 6/14/2011 TW -MY2 7/25/2012 - TW -MY3 2/28/2013 WS A BKF o Structure
Stream Survey Data
jS
'bo
Dye Branch 11 Final D -32 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
810
809
808
807
806
805
w 804
e
0
i+
803
802
801
800
799
798
797
Ad'
YZo
Stream Survey Data
Dye Branch - Downstream
Longitudinal Profile
16 +52.72 to 25 +34.71
-> Po 4%9 19X 9 lobo
21,0 -2? -� ?.
rif�o rs�o
Station (feet)
TW- MY012/6/2010 TW- MY16/15/2011 TW- MY28/1/2012 — •— TW- MY32/29/2013 WS • BKF 0 Structure
Dye Branch 11 Final D -33 Equinox Environmental Consultation and Design, Inc.
Project No. 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
ct 5
Momtortng Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sdUclay
0 062
2
2%
2%
Sand
very fine sand
0 125
0%
2%
fine sand
025
00/0
2%
medium sand
050
4
4%
6%
coarse sand
100
0%
6%
very coarse sand
200
34
32%
38%
Gravel
very fine gravel
40
12
11%
49%
fine gravel
57
13
12%
61%
fine gravel
80
5
5%
66%
medium gravel
113
1
1%
67%
medium gravel
160
14
13%
80%
coarse gravel
223
7
7%
87%
coarse gravel
32
6
6%
92%
very coarse gravel
45
3
3%
95%
very coarse gravel
64
3
3%
98%
Cobble
small cobble
90
1
1%
99%
medium cobble
128
1
1%
100%
large cobble
180
0%
100 ° /0
very large cobble
256
0%
1000/0
Boulder
small boulder
362
0%
1000/0
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
1000/0
Bedrock
bedrock
>4096
0%
1000/0
TOTALS1
1
106
1 100%
100%
a
D50 41
D84 19
D95 43
Dye Branch II Final D -34 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Cemetery Branch
Pebble Count - Percent Cumulative
Cross Section 1 -Pool
100%
90%
80
e
W
r
F'
70%
d
c
60% G.
e
E
i
40% >
m
30% E
0
U
20%
10%
.O = N O � � N •�i Q �O P � N `O �
N Q
0%
O�
'O
m
Particle Size (mm)
MYI6/13/2011 �MY27/26/2012
_MV3 2/27/2013
Cemetery Branch
Pebble Count - Percent Individual
Cross Section 1 - Pool
45
40%
35
30% m
9
25% .�
'e7
20% e
V
L
V
a
15%
10%
5%
0%
O
N
Q
O
9
U
6i
Particle Size (mm)
■MVI 6/13/2011 ■MV2 7/26/2012
■MY3 2/27/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -35 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
.t
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sdUclay
0 062
0%
0%
Sand
very fine sand
0 125
00/0
0%
fine sand
025
0%
0%
medium sand
050
5
5%
5%
coarse sand
100
13
13%
18%
very coarse sand
200
32
32%
50%
Gravel
very fine gravel
40
5
5%
54%
fine gravel
57
11
11%
65%
fine gravel
80
5
5%
70%
medium gravel
113
7
7%
77%
medium gravel
160
4
4%
81%
coarse gravel
223
5
5%
86%
coarse gravel
32
1
1%
87%
very coarse gravel
45
1
1%
88%
very coarse gravel
64
5
5%
93%
small cobble
90
0%
93%
medium cobble
128
3
3%
96%
Cobble
large cobble
180
3
3%
99%
very large cobble
256
0%
99%
Boulder
small boulder
362
1
1%
1000/0
small boulder
512
0%
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS1
101
100%
100%
D50 21
D84 19
D95 110
Dye Branch II Final D -36 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -37 Equinox Environmental Consultation and Design, Inc.
November 2013
0
0
Cemetery Branch
Pebble Count - Percent Cumulative
Cross Section 2 - Riffle
100%
90
80
e
m
L
F
70%
d
e
60% fr.
e
a
50
a
40% >
.W
30% E
U
20
10%
0%
d
m
Particle Size (mm)
MY16113/2011 MY27/26/2012
_ MY3 2/27/2013
Cemetery Branch
Pebble Count - Percent Individual
Cross Section 2 -Riffle
45
40
35
30
25% ?
e
20% ar
u
d
a
15%
10%
5%
0%
N 1. V, T x
N N V 00 10 Y
Q (21 N
c o o p
01
m
Particle Size (mm)
■MY1 6/13/2011 ■MY2 7/26/2012
■MY3 2/27/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -37 Equinox Environmental Consultation and Design, Inc.
November 2013
0
0

Appendix D
Stream Survey Data
O.
ry
Monttortng Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
stlt/clay
0 062
1
1%
1%
Sand
very fine sand
0 125
0%
1%
fine sand
025
3
3%
4%
medium sand
050
12
12%
16%
coarse sand
100
9
9%
25%
very coarse sand
200
15
15%
40%
Gravel
very fine gravel
40
5
5%
45%
fine gravel
57
5
5%
50%
fine gravel
80
8
8%
58%
medium gravel
113
12
12%
70%
medium gravel
160
7
7%
77%
coarse gravel
223
8
8%
85%
coarse gravel
32
5
5%
90%
very coarse gravel
45
3
3%
93%
very coarse gravel
64
2
2%
95%
Cobble
small cobble
90
4
4%
99%
medium cobble
128
0%
99%
large cobble
180
1
1%
1000/0
very large cobble
256
0%
1000/0
Boulder
small boulder
362
0%
1000/0
small boulder
512
0%
100%
medttum boulder
1024
0%
100%
large boulder
2048
0 °/a
100%
very large boulder
1 4096
1
0%
100%
Bedrock
bedrock
>4096 1
1
0%
100%
TOTALS
I
1 100 1
100%
100%
S �a
D50 6
D84 21
D95 64
Dye Branch II Final D -38 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -39 Equinox Environmental Consultation and Design, Inc.
November 2013
0
Cemetery Branch
Pebble Count - Percent Cumulative
Cross Section 3 - Riffle
100%
90
80
A,
E-
70%
e
60% Lr.
e
u
50 % is
u
a
`>
40%
30% E
0
U
20
10%
0%
d
m
Particle Size (mm)
MVI 6113/2011 '—MY2 7/26/2012
—� MY3 2/27/2013
Cemetery Branch
Pebble Count - Percent Individual
Cross Section 3 - Riffle
45
40%
35
30
9
25% .�
20
V
V
a
15%
10%
5%
0 %
N V1 to 1n
3C W, 4
R
N Q
Y
O V
9
d
m
Particle Size (mm)
■MYI 6/13/2011 ■MY2 7/26/2012
■ MY3 2/27/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -39 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
O
umI a
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sildclay
0 062
1
1%
1%
Sand
very fine sand
0 125
0%
1%
fine sand
025
3
3%
4%
medium sand
050
18
18%
22%
coarse sand
100
27
27%
49%
very coarse sand
200
19
19%
68%
Gravel
very fine gravel
40
2
2%
70%
fine gravel
57
5
5%
75%
fine gravel
80
3
3%
78%
medium gravel
113
1
1%
79%
medium gravel
160
6
6%
85%
coarse gravel
223
1
1%
86%
coarse gravel
32
1
1%
87%
very coarse gravel
45
3
3%
90%
very coarse gravel
64
1
1%
91%
Cobble
small cobble
90
6
6%
97%
medium cobble
128
2
2%
99%
large cobble
180
0%
99%
very large cobble
256
0%
99%
Boulder
small boulder
362
0%
99%
small boulder
512
1
1%
1000/0
medium boulder
1024
0%
100%
large boulder
2048
0%
1000/0
very large boulder
4096
0%
1000/0
Bedrock
bedrock
>4096
0%
1000/0
TOTALS
100
100%
100%
Dye Branch II Final D -40 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5
umI a
D50
1
D84
15
D95
80
Dye Branch II Final D -40 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -41 Equinox Environmental Consultation and Design, Inc.
November 2013
Dye Branch - Upstream
Pebble Count - Percent Cumulative
Cross Section 4 - Riffle
100%
90
80%
C
r
I
70%
u
e
60%
e
u
u
a
40% i
30% E
U
20%
10%
0%
d
m
Particle Size (mm)
° MYl 6/13/2011 �MV2 7/26/2012
} MY3 2/28/2013
Dye Branch - Upstream
Pebble Count - Percent Individual
Cross Section 4 - Riffle
45
40%
35%
30
25%
c
20%
u
a
15%
10%
$%
5130.
a M 0 1
L
III
El
0%
N
O
O O
7
d
M
Particle Size (mm)
■MYI 6/13/2011 ■MV2 7/26/2012
■MY3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -41 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
�011il S
00
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sddclay
0 062
7
7%
7%
Sand
very fine sand
0 125
0%
7%
fine sand
025
7
7%
13%
medium sand
050
11
10%
24%
coarse sand
100
6
6%
29%
very coarse sand
200
2
2%
31%
Gravel
very fine gravel
40
2
2%
33%
fine gravel
57
0%
33%
fine gravel
80
4
4%
37%
medium gravel
113
6
6%
42%
medium gravel
160
15
14%
57%
coarse gravel
223
15
14%
71%
coarse gravel
32
12
11%
82%
very coarse gravel
45
5
5%
87%
very coarse gravel
64
4
4%
91%
Cobble
small cobble
90
6
6%
96%
medium cobble
128
2
2%
98%
large cobble
180
2
2%
1000/0
very large cobble
256
0%
1000/0
Boulder
small boulder
362
0%
1000/0
small boulder
512
00/0
100%
medium boulder
1024
0 °/U
1000/0
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS1
106
100%
100%
D50 13
D84 37
D95 84
Dye Branch II Final D -42 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -43 Equinox Environmental Consultation and Design, Inc.
November 2013
Dye Branch - Upstream
Pebble Count - Percent Cumulative
Cross Section 5 -Pool
100%
P
90%
80%
e
r
70% F'
iv
e
60% s
c
a
m
d
40% i
is
30% E
U
20
10%
0%
O
O O
�
7
Oi
Particle Size (mm)
MY1 6/14/2011 �MY2
—� MY3 2/28/2013
Dye Branch - Upstream
Pebble Count - Percent Individual
Cross Section 5 - Pool
45%
40%
35%
30% m
'o
25% .�
'fl
e
20
V
d
a
15%
10%
5%
0%
O O
en V1 O O
N
O O
R 7
V
m
Particle Size (mm)
®MVI 6/14/2011 ■MV2 7/26/2012
EMY3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -43 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
O.
(noun ' umma
Momtormg Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sdt/clay
0 062
4
4%
4%
Sand
very fine sand
0 125
2
2%
6%
fine sand
025
4
4%
10%
medmm sand
050
11
11%
21%
coarse sand
100
12
12%
33%
very coarse sand
200
25
25%
58%
very fine gravel
40
6
6%
64%
fine gravel
57
3
3%
67%
Gravel
fine gravel
80
2
2%
69%
medium gravel
113
3
3%
72%
medium gravel
160
4
4%
76%
coarse gravel
223
6
6%
82%
coarse gravel
32
5
5%
87%
very coarse gravel
45
3
3%
90%
very coarse gravel
64
4
4%
94%
Cobble
small cobble
90
3
3%
97%
medium cobble
128
2
2%
99%
large cobble
180
1
1%
100 ° /0
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
1000/0
small boulder
512
0%
1000/0
medium boulder
1024
0%
1000/0
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
100
100%
100%
u�xn �a
D50 16
D84 26
D95 72
Dye Branch II Final D -44 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -45 Equinox Environmental Consultation and Design, Inc.
November 2013
Dye Branch - Upstream
Pebble Count - Percent Cumulative
Cross Section 6 - Riffle
100%
90%
80%
C
A
Z
F'
'
70%
u
C
60% Z
C
d
50%
C6
40% >
30% E
U
20%
10%
Vi v VI �
N Y O 0p .O N N v Y O O
O N N y m
O Y
0%
O O
N
< C
d
m
Particle Size (mm)
MYI6/14/2011 �MY27/26/2012
_ MY3 2/28/2013
Dye Branch - Upstream
Pebble Count - Percent Individual
Cross Section 6 - Riffle
45%
40%
35%
30
a
25% .�
9
e
20%
V
d
15% a
10%
5%
10%
- ENO
Ell
C � G O
•- -
.-� M N O O
O O
Y
CO
Particle Size (mm)
■MYi 6/14/2011 ■MY2 712612012
�MY3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -45 Equinox Environmental Consultation and Design, Inc.
November 2013

Appendix D
Stream Survey Data
ummary
D50
Monttormg Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sth/clay
0 062
0%
0%
Sand
very fine sand
0 125
0%
0%
fine sand
025
8
8%
8%
medium sand
050
8
8%
15%
coarse sand
100
4
4%
19%
very coarse sand
200
11
10%
30%
Gravel
very fine gravel
40
7
7%
36%
fine gravel
5 7
8
8%
44%
fine gravel
80
9
9%
52%
medium gravel
113
17
16%
69%
median gravel
160
22
21%
90%
coarse gravel
22 3
9
9%
98%
coarse gravel
32
1
1%
99%
very coarse gravel
45
1
1%
100%
very coarse gravel
64
0%
1000/0
Cobble
small cobble
90
0%
1000/0
medium cobble
128
0%
1000/0
large cobble
180
0%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
0%
100%
small boulder
512
00/0
100%
medium boulder
1024
0%
100%
large boulder
2048
0%
100 %.
-very large boulder
4096
0%
1000/0
Bedrock
bedrock
>4096
0°/.
100°/.
TOTALS
105
100%
100°/.
ummary
D50
74
D84
14
D95
20
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
D -46 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -47 Equinox Environmental Consultation and Design, Inc.
November 2013
0
Dye Branch - Upstream
Pebble Count - Percent Cumulative
Cross Section 7 - Riffle
100%
90%
80%
e
A
L
70
L
d
C
60% G.
e
d
50%
d
a
40% >
.W
30%
U
20%
10%
0%
O O O
T 9
d
07
Particle Size (mm)
MYl 6/14/2011 MY2 7/26/2012
MY3 2/28/2013
Dye Branch - Upstream
Pebble Count - Percent Individual
Cross Section 7 - Riffle
45%
40%
35%
30% W
0
'o
25% .:
V
20
V
V
a
15%
Loll--
10%
5%
_
0%
D C O
—
N to Vi O O
cz V
O O
O O
•� N
R 9
V
m
Particle Size (mm)
■MYI 6/14/2011 ■MY2 7/26/2012
■MY3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -47 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
I I F S
Monrtormg Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
sdUclay
0 062
3
3%
3%
Sand
very fine sand
0 125
4
4%
7%
fine sand
025
22
22%
29%
medium sand
050
15
15%
44%
coarse sand
100
7
7%
51%
very coarse sand
200
25
25%
76%
very fine gravel
40
7
7%
83%
fine gravel
57
11
11%
94%
fine gravel
80
2
2%
96%
medium gravel
113
3
3%
99%
Gravel
medium gravel
160
1
1%
1000/0
coarse gravel
223
0%
100%
coarse gravel
32
0%
1000/0
very coarse gravel
45
0%
1000/0
very coarse gravel
64
0%
1000/0
Cobble
small cobble
90
0%
1000/0
medium cobble
128
0%
100%
large cobble
180
0%
100%
very large cobble
256
0%
100%
Boulder
small boulder
362
00/0
1000/0
small boulder
512
0%
100%
medium boulder
1024
0%
1000/0
large boulder
2048
0%
1000/0
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS
I
1
100 100%
100%
Dye Branch II Final D -48 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5
a �a
D50
091
D84
42
D95
69
Dye Branch II Final D -48 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -49 Equinox Environmental Consultation and Design, Inc.
November 2013
0
Dye Branch - Downstream
Pebble Count - Percent Cumulative
Cross Section 8 - Riffle
100%
90%
80%
a°a
L
F
70%
i
e
60%
c
u
50% i
d
a
40% >
30% E
U
20
10%
h V, h
N Q .O 00 �O N N V1 O W O
N N R W g
0%
Y
d
m
Particle Size (mm)
MYI 3/2/2011 MY2 7/26/2012
— MY3 2/28/2013
Dye Branch - Downstream
Pebble Count - Percent Individual
Cross Section 8 - Riffle
45%
40%
35%
30% w
a
25% .�
9
20%
u
d
a
15%
10%
f
5%
- ■ fl -��_�,
0%
d
m
Particle Size (mm)
:MV1 6 /14/2011 ■MY2 7/26/2012
MY3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -49 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
M o1
D50
Monrtormg Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silt/clay
0 062
1
1%
1%
Sand
very fine sand
0 125
0%
1%
fine sand
025
3
3%
4%
medium sand
050
1
1%
5%
coarse sand
100
12
12%
17%
very coarse sand
200
43
43%
60%
Gravel
very fine gravel
40
13
13%
73%
fine gravel
57
4
4%
77%
fine gravel
80
4
4%
81%
medium gravel
113
5
5%
86%
medium gravel
160
6
6%
92%
coarse gravel
223
3
3%
95%
coarse gravel
32
3
3%
98%
very coarse gravel
45
1
1%
99%
very coarse gravel
64
1
1%
100 ° /0
Cobble
small cobble
90
0%
100 %.
medium cobble
128
0%
1000/0
large cobble
180
0%
1000/0
very large cobble
256
0%
100°/.
Boulder
small boulder
362
0%
100. /.
small boulder
512
0%
100°/.
medium boulder
1024
0%
100°/.
large boulder
2048
0%
100°/.
very large boulder
4096
0%
100°/.
Bedrock
bedrock
>4096
0%
100°/.
TOTALS
I
1 100
100%
100%
Summ � D �a
D50
17
D84
97
D95
22
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
D -50 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -51 Equinox Environmental Consultation and Design, Inc.
November 2013
0
Dye Branch - Downstream
Pebble Count - Percent Cumulative
Cross Section 9 - Pool
s -
100%
90%
80%
e
es
t
F
70%
u
e
60%
e
E
d
a
40% >
30% E
U
20%
10%
O C
�
0%
N Nf Vi O O O O
d
m
Particle Size (mm)
MVI6/14/2011 MV27126/2012
- NtV3 2/28/2013
Dye Branch - Downstream
Pebble Count - Percent Individual
Cross Section 9 - Pool
45%
40%
35%
30% m
9
25% .=
9
C
e
20% d
V
V
d
a
15%
10%
5%
0%
R W �O Y
O O
N R 9
d
m
Particle Size (mm)
■Mv1 6/14/2011 ■MV2 7/26/2012
■MV3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -51 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
D -52 Equinox Environmental Consultation and Design, Inc
November 2013
Monitoring Year 3
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt /Clay
silticlay
0 062
32
32%
32%
Sand
very fine sand
0 125
1
1%
33%
fine sand
025
13
13%
46%
medium sand
050
2
2%
48%
coarse sand
100
4
4%
52%
very coarse sand
200
5
5%
57%
Gravel
very fine gravel
40
5
5%
62%
fine gravel
5 7
4
4%
66%
fine gravel
80
6
6%
72%
medium gravel
113
9
9%
81%
medium gravel
160
11
11%
92%
coarse gravel
22 3
6
6%
98%
coarse gravel
32
1
1%
99%
very coarse gravel
45
1
1%
100%
very coarse gravel
64
0 °/U
1000/0
Cobble
small cobble
90
0%
1000/0
medium cobble
128
0 °/a
100%
large cobble
180
00/0
100%
very large cobble
256
0%
1000/0
Boulder
small boulder
362
0%
1000/0
small boulder
512
0%
1000/0
medium boulder
1024
0%
100%
large boulder
2048
0%
100%
very large boulder
4096
0%
100%
Bedrock
bedrock
>4096
0%
100%
TOTALS1
100
100%
100%
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
D -52 Equinox Environmental Consultation and Design, Inc
November 2013
D50
0 062
D84
12
D95
19
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
D -52 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -53 Equinox Environmental Consultation and Design, Inc.
November 2013
0
Dye Branch - Downstream
Pebble Count - Percent Cumulative
Cross Section 10 - Riffle
100
90
80%
W
F.
70%
u
e
e
d
.50%
i
>
40%
30% E
e
U
20%
10%
0%
C1
m
Particle Size (mm)
MYI 6/14/2011 MY2 7/26/2012
MV3 2/2812013
Dye Branch - Downstream
Pebble Count - Percent Individual
Cross Section 10 - Riffle
45%
40%
35%
30% w
0
a
25% .=
e
20%
V
d
a
15%
10%
J J
5%
[J.E
0%
�O N N
� � N M K �O O� N OD V7 b �
N !►
O V
d
m
Particle Size (mm)
■MYI 6/14/2011 ■MY27/26/2012
■MV3 2/28/2013
Dye Branch II Final
Project No. 92255
Monitoring Year 3 of 5
D -53 Equinox Environmental Consultation and Design, Inc.
November 2013
0

Appendix D
Stream Survey Data
F
� �� �
= D e Branch II / Fro'ect No. 9.2255 - Cemete . Branch 9f7�7.fe_e_t
�
Parameter
Regional Cure
Pre- FSnshng Condition
Reference Reach Data
Design
Monitoring Baseline
Dimension & S_abstrate - RIffie
"ULL
E
Min
Mea
�d
Maa
SD
�N
Mln
M' o
Med
®
SD
j�N�
�Mi�
Me"�an
®
Min
Menn
Med
Mni
SD
N
Bankfull Width (ft)
70
70
70
70
N/A
1
89
11 1
1 1 3
141
1 8
7
100
5 5
72
72
89
N/A
2
Floodprone Width (ft)
j
142
142
142
142
N/A
1
190
540
360
1000
38 1
5
280
>30
>30
>30
>30
N/A
2
Bankfull Mean Depth (ft)
10
10
10
1 0
N/A
1
07
09
08
1 6
03
7
07
05
07
07
08
N/A
2
Bankfull Max Depth (fi)
1 5
l 5
l 5
1 5
N/A
1
l 0
1 5
1 3
24
05
7
08
1 1
1 6
1 0
1 2
1 2
1 4
N/A
2
Bankfull Cross Sectional Area (ft)
68
68
68
6 8
N/A
1
68
96
84
184
3 9
7
-
70
30
50
50
70
N/A
2
Width/Depth R a t i o
7 2
72
72
72
N/A
1
69
11 2
1 1 7
150
NA
3
143
103
108
108
1 1 2
N/A
2
Entrenchment Ratio
_a
20
20
20
20
EE
Fl
3 8
68
7 7
89
NA
3
28
>3 4
>4 4
>4 4
>5 4
N/A
2
Bank Height Ratio
®
1 5
1 l 5
1 1 5
1 1 5
1 N/A
I 1
I 1 0
1 1 1
1 1 0
1 1 2
1 NA
1 3
1 1 0
1 1 0
1 1 0
1 1 0
1 10
1 0
1 0
N/A
2
PioBte
Riffle Length (ft)
_ _ _
68
234
N 5
539
1484
14
Riffle Slope (ft /ft)
_ _ _ 0 012
0 034
0 088
0 006
0 027
0 026
0 052
0 016
6
-
0 048
-
0 004 0 023
0 022
0 049
001
14
Pool Length (ft)___
47
82
119
35
193
196
328
115
6
138
207
276
58
162
169
391
717
24
Pool Max Depth (ft)_!—
-
26
18
26
29
32
05
7
-
2
-
18
30
29
37
048
18
Pool Spacing (ft)
— — _ 22 8
860
12282
180
527
402
1408
41 7
7
184+2706
—32-2
4 5
387
364
I I 1 0
2440
24
t ttern
Channel Belt Width (ft )[=®
5 3
10 8
22 6
26 0
49 I 40 0
119 0
29 8
9
23 0
32 2
414
11 3
306
370
467
123
16
Radius of Curvature (ft)
7= MM
39
196
370
50
23 8 220
480
146
9
184
276
368
8 3
13 7
120
299
5 7
16
Re Bankfull Width (ft /ft )
06
28
5 3
06
2 1 1 8
43
1 3
9
1 8
2 8
3 7
24
2 4
24
24
N/A
1
Meander Wavelength (ft)
a 136
420
71 0
260
729 690
1550
476
9
460
552
644
388
77 4
i9_1
1670
36 1
11
Meander Width Ratio
08
15
32
25
47 36
101
27
7
23
32
41
49
66
66
82
N/A
2
Trans rt Parameters
Reach Shear Stress Com etenc
Max Part Size (mm) Mobilized at Bankf ill
�
45-180
Stream Power (Transport Ca acit ) W /m''
—
-
A itlonaljReach Parameters
Rosgen Classification
®
E4
E4 / C4 / C5
C4
C
Bankfull Velocity (fps)
66-78
4 1- 7 0
5 5- 6 7
Bankfull Discharge (cfs)
443-528
350- 128 1
384-466
Valley Length (ft)
®
-
-
-
Channel Thalweg Length (ft)
®
-
-
-
977
SmuositY
1 14
1 15-222
1 14
1 08
Water Surface Slope (ft /fl)
00190
0 0057 - 0 0130
00190
Bankfull Slope (fi /fl)
-
-
00191
Bankfull Floodplam Area (acres)
% of Reach with Eroding Banks
-
-
Channel Stability or Habitat Metric
Biological or Other
Jill
wmjijll�
- Information unavailable
N/A - Item does not appl
Non,Apphcable �i�et i er ''
Dye Branch II Final D -54 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Tattle 10a. Ba eline Stream Data Summary
e Branch II / P,ro ect No. 9.2255 - D e Branch_U pstreamly.11465ifeetin
Parameter
Regional Curer
I
Pre - Existing Condition
I
Reference Reach Data
OF to Os tin Creek
Design
Monitoring Baseline
Dimension & Suhstrate - Riffle
®
UM
"Eq M
Mean
Med
Maz
SD
01
Min
MMean
Med
I—
UN
ONE
M
Mean
®
Min
ff—
Wd
Max
SD
®N
Bankfull Width (fl)
112
160
185
206
-
20 1
-
25 7
284
269
327
N/A
3
Floodprone Width (ill
®
®—
895
672
702
728
709
769
88 8
544
649
586
818
N/A
3
Bankfull Mcan Depth (fl)
16
1 6
1 6
1 7
1 5
1 1
1 3
1 3
14
N/A
3
Bankfull Max Depth (fl)
®—®
28
15
19
24
15
18
22
22
28
25
36
N/A
3
Bankfull Cross Sectional Area fl''
18 1
202
19 7
22 9
NA
3
274
303
334
31 0
295
363
325
469
N/A
3
Width/Depth Ratio
MIMI=% 6 2
70
70
79
NA
3
93
11 4
127
130
203
22 6
228
246
N/A
3
Entrenchment Ratio
_—_ -2
>4 4
1 >5 0
1 >5 01
NA
1 3
1 35
1 3 8
1
1 44
1
1
1 35
1 38
1 44
20
23
23
25
N/A
3
Bank Height Ratio
_—_
10
-
1
10
1 1 2
14
1 0
1 0
1 1 0
10
10
10
Profile _
Riffle Length (ft)
_ _ _
61
176
302
66
19 I
32 7
201
51 6
47 1 97
295
8
Riffle Slope (fl /ft)
_ MM 0 002
0 014
0 042
0 006
0 028
0 066
0 007
003010070
0 002
0 006
0 005 0 016
0 005
8
Pool Length (fl)
_ _
—
183
35 1
629
199
38 1
68 1
8 76
246
224 664
13
20
Pool Max Depth (fl)_--
22
29
33
21
27
t 31
21
344
361 448
067
20
Pool Spacing (fl)
_ _ _
503
789
105 8
545
85 5
14 7
24 1
668
65 3 125
286
19
Pattern
Channel Belt Width (fl)
66
243
569
360
670
1500
390
726
1626
285
450
484 54 i
8 34
17
Radius of Curvature (ft)
14 5
524
148 8
190
490
1150
20 6
53 1
1246
236
31 3
31 2 39 6
4 75
14
Re Bankfull Width (ft/fl)
13
47
133
10
27
62
10
27
62
23
23
1 23 23
N/A
1
Meander Wavelength (fl)
40 1
797
172 7
330
940
1550
358
102
1680
1005 13001
1382 1533
182
12
Meander Width Ratio
06
22
5 1
1 9
36
8 1
1 9
3.6
71
1 7
1 9
1 9 2 1
021
3
Trans rt P,arameteia
Reach Shear Stress (Competency) Ib /fl'
Max Part Si Lc (mm) Mobilized at Bankfull
—
30- 100
Stream Power (Transport Capacity) W /m''
—
_mdl oil Reach Parameters
Rosgen Classification
—
E4
C4
C5
C
Bankfull Velocity (fps)
62-69
4 2
3 5
Bankfull Discharge (cfs)
1 12 2 - 1248
128
110
Valley Length (fl)
—
-
-
-
Channel Thalweg Length (fl)
—
2,086
1,034
2,405
2,455
Sinuosity
— 1
104
1 20
1 20
1 21
Water Surface Slope (Channel) (ft /fl)
—
00090
00088
00080
00080
Bankfull Slope (ft /fl)
—
-
-
-
00083
Bankfull Floodplam Area (acres)
—
% of Reach with Eroding Banks
—
Channel Stability or Habitat Metric
—
Channel Stability or Habitat Metric
Biological or Other
- Information unavailable
N/A - Item does not apply
Non - Applicable -� _ - -
Dye Branch Ii Final
Project No 92255
Monitoring Year 3 of 5
0
D -55 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
L Table 10a. Baseline Stream Data Summ
�±,. �4" ��.a��LiV�I'i�`t -• - e_ ;;-• t,_° Y,i t �1.,:';1' a�'k �Y' A+�
e Brune 1 1, /�Pro'e_ct No. 92255 - D e_Branclrpowostreamt 870,tee_t - ;;x` ,.a c �F `' ;
Parameter
Regional Curve
Pre - Fasting Condition
Reference Reach Data
iTF to Oshn Creek
—T—
Design
Momtonng Baseline
Dimension &T Sabstrate- ItlRie',f?uIIL
K4-1
Mean
Me d
IM
Min
Mean
[Med
�MaMaz
_SD
n�
M_
�M'az�
Min Mean
Med
�1
�D]S
tE�N�
Bankfull Wt It(ft)
148
148
148
148
NA
1
160
185
206
201
-
184
186
186
188
N/A
3
Floodprone Width (ft)
;]
22 0
220
220
220
NA
1
672
702
72 8
709
769
88 8
487
61 8
61 8
748
N/A
3
Bankfull Mean Depth (ft)
1 2
1 2
1 2
1 2
NA
1
1 6
1 6
1 7
1 5
1 9
20
20
20
N/A
3
Bankfull Max Depth (fi)
24
24
24
24
NA
1
15
19
24
15
18
22
29
30
30
31
N/A
3
Bankfull Cross Sectional Area (ft'' )
174
174
174
24
NA
1
274
303
334
31 0
340
36 1
36 1
38 1
N/A
3
Width/Depth Ratio
` ® 12 S
1251
1251
24
NA
1
93
114
127
130
93
96
96
99
N/A
3
Entrenchment Ratio
1 5
1 5
24
NA
1
35
3 8
44
3 5
1 38
1 44
1 27
34
34
40
N/A
3
Bank Height Rauo
®— 4 9
49
49
24
NA
I
1 0
1 2
1 4
1 0
1 1 0
1 1 0
1 10
1 0
1 0
1 0
N/A
3
Profile "- ss
wd,
'
Won
I
Riffle Length (ft)
®_ -
-
-
61
176
302
66
191
327
15 7 1
50 3
55 7
79 3
20 2
7
Riffle Slope (ft /ft)
®— ® 0 003
0 021
0 121
0 006
0 028
00661
0 00710
030
0 070
0 001 0 006
0 006
0 014
0 004
7
Pool Length (ft)
_ ® 29
248
120
18 3
35 1
6291
199
38 1
68 1
101
199
159
396
891
14
Pool Max Depth (ft)
-
31
-
22
29
33
21
27
31
33
391
377
505
059
12
Pool Spacing (ft)
®S 79 0
1620
1261 0
503
789
105 81
153
575
38 8
130
41 5
14
Pattern
Channel Belt Width ft)
® ®® IS 6
30 6
67 7
36 0
67 0
150 0
390
726
1626
283
492
575
654
154
9
Radius of Curvature (ft)
110
42 1
81 9
190
490
1150
20 6
153 1
1246
327
407
422
1 501
56
7
Re Bankfull Width (ft /ft)
—® 07
29
5 6
1 0
27
62
10
F27
62
1 7
1 7
1 7
N/A
1
Meander Wavelength (ft)
O 620
1030
157
33 0
940
1550
35 8
102
1680
1389 1622
157 3
L25
27 2
6
Meander Width Ratio
®�® I 1
21
46
19
36
81
19
36
81
24
28
28
051
2
Trans R)ka —mm ete rum
Reach Shear Stress (Competency) Ib /ft'
M ax Part Size (mm) Mobilized at Bankfull
30- 100
Stream Power Trans ort Capacity) W /m'
-
Adtii_ noH al Reach Paremete;s
t" 11
Rosgen Classification
G4c
C4
C5
C
Bankfull Velocity (fps)
6 1- 7 2
42
3 5
Bankfull Discharge (cfs)
1054- 1260
128
110
Valley Length (ft)
-
-
Channel Thalweg Length (ft)
-
-
-
870
Sinuosity
,
114
146
109
110
Water Surface Slope (ft /ft)
0 01 10
00090
00095
-
Bankfull Slope (ft /ft)
-
-
-
00106
Bankfull Floodp lain Area (acres)
°/ of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
- Information unavadablc
N/A - Item does not apply
Non -A pbcable��y �'�1
Dye Branch II Final D -56 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
Information unavailable
N/A it'm does not a I
Noo_Apphcable
T 1Ob. Basehne Stream Data Su(Substrate,
Bed
ank, and Hydrologic Contaimn— t Parameter Distributions)
e Branch
D e Branch
II / 1'ro ct N-o 92255 - Cemete . Branch 927r7 feet
Parameter
Pre - Existing ContBhon
Reference Reach Data
Design Monitoring Baseline
- -- Rt% /Ru% /P% /G% /S%
-
s
_
-
®®
-
—
—
��
-
-
-
-
-
-
-
35%
4%
42% 13%
7%
SC% /Sa% /G% /C% /B% /Bc% -
SC% /Sa % /G% /C% /13 /Be%
SC% /Sa % /G% /C% /B% /Bc% -
®
®
-
-
-
����(♦���_�_����
_�
®��(♦�
®
®
®
® ®��_
d16 /D35 /d50 /d84 /d95 /di ° /dj' rmn) 015
04
d16 /D35 /d50 /d84 /d95 / dip /di'P(min) 09
12
20
80
101
889
-
021
05
35
139
266
450
Entrenchment Class
Entrenchment
Entrenchment
■®
®�
��
.■■■■■■■■■■■■S■■
■�
�■■■
®■
■�
®�■
®
®
®r�
® ®
®��®
®
® ®■e�
-
99/>
<35 /15 199/2 49/50 99/>10
-
<15/15 199/2 49/50 0 99/>10
-
-
_
-
-
Inc
Incision Class
MEN
Incision Class
MEN
MEN
M■■■S®■■■■■■■■■■■
®■®®MMMMMMMMMEIM�
Mr■®■®®M®®
■1
-
<32/12 149/15 199/>20
-
-
®■E
<1 2/12 149/15 199/>20
_
-
-
-
Information unavailable
N/A it'm does not a I
Noo_Apphcable
Information unavailable
Nop- ApDhcade
Table 1'Ob. Baseline Stream Date Summary
(Substrate, Bed, Bank, and Hydrologic Containffit Parameter DistrlbntIonst)
e Branch
/ P,ro ect No. 92255 - D Branch -U tream II 465 feet
Parameter
Pre - Existing Conclition
Reference Reach Data
Design
Monitoring Baseline
Ri % /Ru% /P% /G % /S% -
-
--
_
-
_®
-
-_—
��
-
-
-
-
-
-
-
28%
15%
34% 20% 3%
SC% /Sa% /G% /C% /B% /Bc% -
SC% /Sa % /G% /C% /13 /Be%
®
����(♦���_�_����
d16 /D35 /d50 /d84 /d95 /di ° /dj' rmn) 015
04
33
103
137
457
Entrenchment Class
Entrenchment
■®
®�
.■■■■■■■■■■■■S■■
■�
®■
■�
®
®
■
® ®
®��®
-
<15/15 199/2 49/50 99/>10
-
99/>
<35 /15 199/2 49/50 99/>10
-
-
_
-
-
Inc
Incision Class
MEN
MEN
M■■■S®■■■■■■■■■■■
®■®®MMMMMMMMMEIM�
-
<32/12 149/15 199/>20
-
-
-
-
-
-
-
Information unavailable
Nop- ApDhcade
Information mavadablc
N/A Item does not a pl
Noo= ADDhca6le ... _ . �t� � _ .
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
0
D -57 Equinox Environmental Consultation and Design, Inc
November 2013
Table POb. Baseline Stream Date Summary
(Substrate, Bed, Bank, and Hydrologic Containment Parameter Distributions)
e Branch II /Pro ct No. 92255 - e rancb-Downstream 870 feet
Parameter
Pre - Existing Coadtion
Reference Reach Data
Design
Monitoring Baseline
Ri % /Ru % /P% /G % /S%
43%
6% 34% 13%
3%
SC% /Sa% /G% /C% /B% /Bc% -
®
����(♦���_�_����
d16 /D35 /d50 /d84 /d95 /din /dtx'(mm) 015
028
056
107
130
457
Entrenchment
®�
■�
®■
■�
®
®
■
® ®
®��®
99/>
<35 /15 199/2 49/50 99/>10
Incision Class
MEN
®■®®MMMMMMMMMEIM�
_
<12/12 149/15 199/ >20
Information mavadablc
N/A Item does not a pl
Noo= ADDhca6le ... _ . �t� � _ .
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
0
D -57 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
K�;�� {�� ° "�_`�''-",Table lla.'�Be`�line Morphology &
Hydraulic 011"Offilng OMNI
''�' ~' "� -���"
�
Parameter
Cross Section 1
Pool
Cross Section 2
Riffle
Cross Section 3
Riffle
Dimension
Base
MY1
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
8363
8363
8363
8363
MY5
Record Elevation (datum) Used
8263
8263
8263
8263
8217
8217
8217
8217
Bankfull Width (ft)
97
102
94
92
8125
89
106
80
84
Bankfull Width (ft)
55
60
65
61
Floodprone Width (ft)
>50
>50
>50
>50
327
>30
>30
>30
>30
269
>30
>30
>30
>30
Floodprone Width (ft)
Bankfull Mean Depth (ft)
19
1 1 5
15
15
1
50
1 08
06
05
1 05
1
05
05
1 06
06
544
Bankfull Max Depth (ft)
3 1
27
24
22
Bankfull Mean Depth (ft)
1 3
14
1 2
1 2
1 2
1 7
10
1 0
1 0
09
14
Bankfull Cross Sectional Area ft2
18 9
152
143
140
1 1
10
70
63
39
4 1
Bankfull M ax Depth (ft)
25
30
28
40
36
34
Bankfull Width/Depth Ratio
5 0
68
62
6 1
36
32
1 1 2
18 1
164
17 3
22
20
103
127
106
104
Bankfull Cross Sectional Area ft2
32 5
Bankfull Entrenchment Ratio
>5 1
>4 9
>5 3
>5 4
288
23 7
>3 4
>2 8
>3 8
>3 6
469
375
>5 4
>5 0
>4 6
>4 9
295
242
Bankfiill Bank Height Ratio
10
1 0
10
1 0
203
209
1 0
10
1 0
10
102
122
1 0
1 0
10
10
228
220
Cross Sectional Area between End Pins ft`
189
152
143
140
240
229
1 70
63
39
1 41
2 3
22
30
2 8
1 40
36
29
28
d50 (mm)
I N/A
57
48
41
27
28
1 N/A
84
1 1401
2 1
22
2 5
N/A
6 0
1 50
60
1 0
1 0
N/A - Item does not apply
Table l la Baseline Morphology & Aytiraulic Monitoring Summary
Dye Branch hI / Project No. 92355 -Dye Branclr_Upst>heam (Q,47�1 Feet)
Parameter
Cross Section 4
Riffle
Cross Section 5
Pool
Cross Section 6
Riffle
Cross Section 7
Riffle
Dimension
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MY]
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
8243
8243
8243
8243
8174
8174
8174
8174
815 5
815 5
815 5
8155
8125
8125
8125
8125
Bankfull Width (ft)
257
238
229
208
171
170
168
164
327
287
277
269
269
24 1
21 3
20 1
Floodprone Width (ft)
586
528
528
528
50
47 1
471
47 1
818
782
782
782
544
526
526
526
Bankfull Mean Depth (ft)
1 3
1 1
1 0
1 1
1 7
14
2 1
2 1
14
1 3
1 3
1 3
1 1
10
09
1 1
Bankfull M ax Depth (ft)
25
20
21
23
34
28
36
36
36
32
32
33
22
20
21
24
Bankfull Cross Sectional Area ft2
32 5
27 1
23 1
224
288
23 7
350
35 1
469
375
362
360
295
242
199
213
Bankfull Width/Depth Ratio
203
209
226
193
102
122
8 1
77
228
220
21 2
200
246
240
229
189
Bankfull Entrenchment Ratio
2 3
22
23
25
29
28
28
29
25
27
28
29
20
22
2 5
26
Bankfull Bank Height Ratio
1 0
1 0
1 0
1 0
10
1 0
1 0
10
10
1 0
1 0
1 0
10
1 0
1 0
1 0
Cross Sectional Area between End Pins ft'
325
27 1
23 1
224
288
23 7
350
352
469
375
362
360
295
242
199
21 4
d50 (mm)
N/A
1 2
1 2
1 0
N/A
6 0
1 7
13 0
N/A
1 9
4 5
1 6
N/A
2 7
8 0
74
N/A - Item does not apply
Dye Branch 1I Final D -58 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
KT T11 lla. Baseline Morphology & I3�yllraulic Monitoring Summary
Dye Branch III /Project No. 92�2�55 -Dye Branch - ownstream (869 Feet)
Parameter
Cross Sechon 8
Riffle
Cross Section 9
Pool
Cross Sechon 10
Riffle
Dimension
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Base
MYl
MY2
MY3
MY4
MY5
Record Elevation (datum) Used
8093
8093
8093
8093
806 l
8061
8061
8061
1801 1
801 1
801 1
801 1
Bankfull Width (ft)
188
188
196
186
263
263
243
246
184
185
177
179
Floodprone Width (ft)
748
73 5
73 5
73 5
1
1 >70
>70
>70
>70
487
476
476
476
Bankfull Mean Depth (ft)
20
19
2 1
20
1 8
1 7
23
26
1 9
1 6
1 6
1 6
Bankfull Max Depth (ft)
31
30
39
33
35
35
35
41
29
24
25
27
Bankfull Cross Sectional Area ftz
381
359
410
368
484
436
55 3
63 5
340
295
278
294
Bankfull Width/Depth Ratio
93
99
93
94
143
159
107
96
99
11 7
11 3
11 0
Bankfull Entrenchment Ratio
40
39
3 8
40
>2 7
>2 7
29
>2 8
27
26
27
27
Bankfull Bank Height Ratio
1 0
1 0
10
10
1 0
1 0
1 0
1 0
l 0
1 0
1 0
1 0
Cross Sectional Area between End Pins ftz
38 1
359
pil 0
369
484
436
553
63 5
340
295
278
294
d50 (mm)
N/A
13
1
09
N/A
072
64
1 7
N/A
10
09
1 0 1
N/A - item does not apply
Dye Branch 1I Final
Project No 92255
Monitoring Year 3 of 5
•
D -59 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
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Pertenteges based uv nfBe end pool pebble counts
Dye Branch II Final D -60 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5
OT i
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Pertenteges based uv nfBe end pool pebble counts
Dye Branch II Final D -60 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix D
Stream Survey Data
or eppry
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Pcrceniagea baud nn nfBe mJ pool pebble covets
Dye Branch II Final
Project No 92255
Momtonng Year 3 of 5
D -61 Equinox Environmental Consultation and Design, Inc
November 2013
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Dye Branch II Final
Project No 92255
Momtonng Year 3 of 5
D -61 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix D
Stream Survey Data
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Dye Branch II Final D -62 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5
•
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Dye Branch II Final D -62 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5

Appendix E
Hydrologic Data

Appendix E
Table 12. Werification of Ban Uull Events
le Branch � / P,ro'ect No 92.255
Date of Occurrence
Method
Feet Above Average
Bankfull Elevation
7/8/2011
Water level logger
1 07
9/21/2011
Water level logger
1 14
9/24/2011
Water level logger
052
5/16/2012
Water level logger
163
7/11/2012
Water level logger
021
9/29/2012
Water level logger
022
4/12/2013
Water level logger
008
6/28/2013
Water level logger
081
6/30/2013
Water level logger
072
7/9/2013
Water level logger
1 62
7/31/2013
Water level logger
053
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
Hydrologic Data
E -1 Equinox Environmental Consultation and Design, Inc
November 2013

Appendix E
5
45
a
35
3
Q
W 25
2
15
1
05
0
Average Bankfu112.8 Feet
Dye Branch II Final
Project No 92255
Monitoring Year 3 of 5
Figure 3. Dye Branch Water Level Logger Chart
E -2
Hydrologic Data
l
Equinox Environmental Consultation and Design, Inc
November 2013

Appendix E Hydrologic Data
Figure 3. Precipitation for Mooresville, North Carolina
45
4
35
3
25
v
C
~ 2
15
1
05
0
f�! r�l ��1 s►�j sal 6�! ��l d'�j -9�j 1p�1 ll�l l��,
NC CRONOS (North Carolina Climate Retrieval and Observations Network of the Southeast Database) State Climate Office of North Carolina Version 2 7 2
Mooresville 1 9 SSE (NC -IR -1) httn / /www nc- climate ncsu edu/cronos/ Accessed November 2013
Dye Branch II Final E -3 Equinox Environmental Consultation and Design, Inc
Project No 92255 November 2013
Monitoring Year 3 of 5