20050591 Ver 1_Year 3 Monitoring Report_20110121

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Rocky Branch Stream Restoration Site EEP Project Number 308 USGS HUC 03040102
Third Year Monitoring Report Yadkin County North Carolina November 2010 (Updated Janu011)
Table of Contents
10 Executive Summary/Project Abstract
1 1 Project Goals and Objectives
1 2 Vegetation Condition and Comparison
13 Stream Stability /Condition and Comparison
14 Wetland Conditions and Performance
15 Narrative Background
2 0 Methodology
3 0 References
Project Conditions and Monitoring Data Appendices
Appendix A — General Figures and Plan Views
Figure 1 Vicinity Map
Figure 2 Consolidated Current Condition Plan View
14 -rte
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3
jAppendix
B — General Protect Tables
Table 1 Project Restoration Components
Table 2 Project Activity and Reporting History
Table 3 Project Contacts Table
Table 4 Project Attribute Table
Appendix C — Vegetation Assessment Data
Table 5 Vegetation Plot Mitigation Success Summary Table
O
Table 6 Vegetation Metadata Table
Table 6A Vegetation Condition Assessment
Table 7 Stem Count Total and Planted by Plot Species
— Vegetation Monitoring Plot Photos
O
— Vegetation Problem Area Photos (submitted electronically)
— Vegetation Problem Area Inventory Table (submitted electronically)
Appendix D — Stream Assessment Data
— Table 8 Visual Morphological Stability Assessment
j—
Table 9 Verification of Bankfull Events
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— Stream Station Photos
— Cross Sections with Annual Overlays
— Longitudinal Profiles with Annual Overlays
— Pebble Count Plots with Annual Overlays
— BEHI and Sediment Export Estimates Table (omitted, not applicable)
_
— Baseline Stream Data Summary Table [Exhibit Table VIII] (submitted electronically)
— Morphology and Hydraulic Monitoring Summary [Exhibit Table IX] (Cross Section and
Reach Parameters submitted electronically)
— Stream Problem Area Photos (submitted electronically)
— Stream Problem Area Inventory Table (submitted electronically)
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Rocky Branch Stream Restoration Site EEP Project Number 308 USGS HUC 03040102
Third Year Monitoring Report Yadkin County North Carolina November 2010 (Updated January 2011)
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Appendix E — Wetland Assessment
I[ ; Table 10 Wetland Critena Attainment (omitted, not applicable)
Precipitation and Water Level Plots (omitted, not applicable)
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O Original baseline vegetation monitoring data was not provided prior to the 2008 Monitoring
Year 1 and 2008 is considered a drought year The 2009 Monitoring Year 2 is considered the
baseline datum because after two years of monitoring it is assumed all planted stems within a
O vegetation monitoring plot have been surveyed and accounted for Therefore, any additional
species observed in proceeding monitoring years are considered volunteer species
Current stem counts were calculated using vegetation plot monitoring data Interim density
targets (stems /acre) are 320 at year 3 and 288 at year 4 Final stem count criteria are 260 trees
U per acre at the end of the five (5) year monitoring As for monitored Year 3, Rocky Branch
had 11 plots encompassing 0 27 acres, containing 378 planted and volunteer stems, which
(� yielded a density of 1,391 trees per acre including planted and volunteer species Planted and
�J volunteer vegetation survival threshold was met for each of the plots
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Various exotic /invasive species were observed at the site Exotic species observed at the site
include Chinese privet (Ligustrum smense), Chinese lespedeza (Lespedeza cuneata),
multiflora rose (Rosa multiflora), and cattail (Typha lattlfolza) The extent of exotic /invasive
species is depicted in the Consolidated Current Conditions Plan View Appendix D
During the site investigations, encroachments into the conservation easement were observed
in the form of cattle entering the easement The conservation easement encroachment area is
noted on Sheet 6 of the Consolidated Current Conditions Plan View located in Appendix D
[JEcoEngineenng
A di ism of The john R McAdams Compmy Irc
Rocky Branch Stream Restoration Site EEP Project Number 308 USGS HUC
03040102
Third Year Momtonng Report Yadkin County North Carolina November 2010 (Updated January 2011)
10 Executive Summary/Proiect Abstract
1 I Project Goals and Objectives
The goals of this stream restoration project were to
— To improve the overall water quality and aquatic habitat in and around the stream
channels by reducing sediment and waste inputs into the stream caused by bank
erosion, mass - wasting, and livestock influences
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— To improve the richness and diversity of the plant species within the conservation
easement
— To facilitate on -going livestock operations through farm management improvements
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— To provide perpetual protection for the restored stream channels and associated
riparian and upland buffers
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goals will be met through the following objectives
— By using natural channel design to restore stable dimension, pattern, and profile for
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the project stream reaches
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— By establishing a native plant community to match the endemic plant species at the
site
— By reducing the quantities of exotic invasive species at the site through mechanical
and chemical methods
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— By decommissioning a dairy waste storage pond to eliminate future risks to the
Rocky Branch channel and the watershed
— By installing watering facilities and a shadehouse to manage livestock previously
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using the restoration site
— By establishing a conservation easement and permanent fencing to provide long -term
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protection for the site (Mulkey, 2008)
J12
Vegetation Condition and Comparison
O Original baseline vegetation monitoring data was not provided prior to the 2008 Monitoring
Year 1 and 2008 is considered a drought year The 2009 Monitoring Year 2 is considered the
baseline datum because after two years of monitoring it is assumed all planted stems within a
O vegetation monitoring plot have been surveyed and accounted for Therefore, any additional
species observed in proceeding monitoring years are considered volunteer species
Current stem counts were calculated using vegetation plot monitoring data Interim density
targets (stems /acre) are 320 at year 3 and 288 at year 4 Final stem count criteria are 260 trees
U per acre at the end of the five (5) year monitoring As for monitored Year 3, Rocky Branch
had 11 plots encompassing 0 27 acres, containing 378 planted and volunteer stems, which
(� yielded a density of 1,391 trees per acre including planted and volunteer species Planted and
�J volunteer vegetation survival threshold was met for each of the plots
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Various exotic /invasive species were observed at the site Exotic species observed at the site
include Chinese privet (Ligustrum smense), Chinese lespedeza (Lespedeza cuneata),
multiflora rose (Rosa multiflora), and cattail (Typha lattlfolza) The extent of exotic /invasive
species is depicted in the Consolidated Current Conditions Plan View Appendix D
During the site investigations, encroachments into the conservation easement were observed
in the form of cattle entering the easement The conservation easement encroachment area is
noted on Sheet 6 of the Consolidated Current Conditions Plan View located in Appendix D
[JEcoEngineenng
A di ism of The john R McAdams Compmy Irc

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1 Rocky Branch Stream Restoration Site EEP Project Number 308 USGS HUC 03040102
Third Year Monitonng Report Yadkin County North Carolina November 2010 (Updated January 2011)
�1
The conservation easement encroachment area is near the pond located at the end of the
project and within an area that was not previously planted Field indicators (i e cattle hoofs
0 and cattle excrement) were observed indicating that cattle have encroached into the
conservation easement It appeared that cattle entered the conservation easement for short
periods of time since there was not an over abundance of field indicators No damage to
planted areas within the conservation easement was noted
13 Stream Stabihty/Condition and Comparison
(� The largest problem observed within the stream channel is beaver activity A beaver den and
U a new beaver dam were observed this year Overall the channel morphology appeared stable
However, there is a "J" hook structure (Structure Number 14, Station 12 +00, Consolidated
O Current Conditions Plan View, Appendix D) which has been compromised due to the beaver
activity associated with the former beaver dam number 3 Evidence of a bankfull event was
observed this monitoring year
O14 Wetland Conditions and Performance
No wetlands are being monitored for mitigation credits at this project site
15 Narrative Background
Summary information/data related to the occurrence of items such as beaver or 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
O plan documents available on the EEP website All raw data supporting the tables and figures
in the appendices is available from EEP upon request
O2 0 Methodology
All monitoring methodologies follow the most current templates and guidelines provided by
EEP (EEP, 2006, EEP, 2009) Photographs were taken at high resolution using an Olympus
0 FE -115 5 0 megapixel digital camera GPS location information was collected using a
Trimble Geo XT handheld mapping grade GPS unit Stream and vegetation problem areas
were noted in the field on As -Built Plan Sheets
0 The methods used to generate the data`in this report are standard fluvial geomorphology
techniques as described in Applied River Morphology (Rosgen, 1996) and related
O publications from US Forest Service and the interagency Stream Mitigation Guidelines
(USACE, 2003)
Vegetation monitoring methods followed the 2008, Version 4 2 CVS -EEP Protocol for
Recording Vegetation (Lee et al, 2008) Vegetation plot photographs were collected for
each vegetation plot Vegetation monitoring plots were re- marked in the field by replacing all
old flagging with new orange flagging Monitoring taxonomy follows Flora of the Carolinas,
O Virginia, Georgia, and Surrounding Areas (Weakley 2007) Stem height was measured with a
folding one -meter rule Diameter at breast height and decimeter height were measured with
calipers
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CRocky
Branch Stream Restoration Site EEP Project Number 308 USGS HUC 03040102
Third Year Monitoring Report Yadkin County North Carolina November 2010 (Updated January 2011)
3 0 References
Ecosystem Enhancement Program (EEP), 2006 Monitoring Report Guidelines, November
16, 2006
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Ecosystem Enhancement Program (EEP), 2009 Monitoring Report Guidelines, June 1, 2009
Lee, Michael T, R K Peet, S D Roberts, and T R Wentworth 2008 CVS -EEP Protocol
( -1
for Recording Vegetation, Version 4 2 (http Ucvs bio unc edu/methods htm)
Mulkey Engineer and Consultants, 2008 As -Built Mitigation Plan Rocky Branch Stream
Mitigation Report Submitted to NCDENR -EEP, February 2008
Rosgen, D L 1996 Applied Morphology Wildland Hydrology, Pagosa Springs, CO
oUS
Army Corps of Engineers (USACE), 2003 April 2003 Stream Mitigation Guidelines
US Army Corps of Engineers (USACE), 2005 Information Regarding Stream Restoration In
The Outer Coastal Plain of North Carolina US Army Corps of Engineers,
Wilmington District, Regulatory Division and North Carolina Department of
Environment and Natural Resources, Division of Water Quality, December 1, 2005
Weakley, A S , 2008 Flora of the Carolinas, Virginia, Georgia, northern Florida, and
surrounding areas University of North Carolina Herbarium (NCU), North Carolina
Botanical Garden, University of North Carolina at Chapel Hill, working Draft as of
April 7, 2008
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APPENDIX A
General Figures and Plan View

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PROJECT AREA
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USGS, 7.5 MINUTE, TOPOGRAPHIC QUADRANGLE;
BROOKS CROSSROADS, N.C.; 1970; LAT: 36.0943785' N
ON: 80.8114769' W
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PROJECT NO. EEP -08020
ROCKY BRANCH
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mLENAIW: EEP -08020
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VICINn Y MAP
SCALE: 1 �� _ 1,000
ENGINEERS• PLANNERS • SURVEYORS • ENVIRONMENTAL
RESEARCH TRIANGLE PARK • CHARLOTTE • WILWNGTON
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YADHIN COUNTY NORTH CAROLINA
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DATE: OS -13 -10

ROCKY BRANCH
CONSOLIDATED CURRENT CONDITIONS PLAN VIEW - YEAR THREE MONITORING
VICINITY MAP
NTS
YADIUN COUN'T'Y, NORTH CAROLINA
EEP PROJECT NUMBER: 308
DATE: AUGUST 23, 2010
NORTH CAROLINA
ECOSYSTEM ENHANCEMENT PROGRAM
NC -EEP CONTACT: HARRY TSOMIDES (828) 545 -7057
POINT TABLE
POINT
NUMBER
PROJECT START
EASTING
LEVATI❑
DESCRIPTION
1 1858613.93
STA. 0 +00
1464824.91
928.25
1
0 KY
LAT: 36.0943785' N
1464784.29
923.60
CONTROL
BRAt CHI
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LON: 80.8114769' W
1465232.84
921.75
CONTROL
4
857374.24
1465869,69
943.35
CONTROL
5
857383,41
END OF YEAR THREE
SURVEY
CONTROL
6
P
25'INGRESS EGRESS
1466325.15
945.11
2
✓i
AND REGRESS EASEMENT
1466508.09
947.75
CONTROL
%,
857188.08
TRIBUTARY 1
939.14
CONTROL
w
4
1467244.76
928.06
CONTROL
ll?
856996.29
1466467.36
PROJECT END
CONTROL
11
1856897,33
1467392.45
STA. 40 +87
CONTROL
100
857064.87
1467441.85
917.74
CONTROL
101
858419.60
1464837.57
930.60
CONTROL
102
858025.29
1465002,38
927.84
CONTROL
103
858597.92
1464848.09
933.32
CONTROL
[CONSERVATION
858530.69
1465077.59
969.73
CONTROL
105
EASEMENT
1465445.98
923.35
CONTROL
106
858309.21
1464950.27
949.60
NL SET
107
858049.05
1465099.55
941.04
NL SET
108
857672.99
1465257.40
923.10
azi
109
APPROXIMATELY 30'
1465705.60
933.45
qW
110
MAINTAINED R W
1466070.12
918.28
POINT TABLE
POINT
NUMBER
�ORTHINC
EASTING
LEVATI❑
DESCRIPTION
1 1858613.93
1464824.91
928.25
CONTROL
2 1857706.98
1464784.29
923.60
CONTROL
857497.74
1465232.84
921.75
CONTROL
4
857374.24
1465869,69
943.35
CONTROL
5
857383,41
1466105.73
924.76
CONTROL
6
P
857286.17
1466325.15
945.11
CONTROL
7
857204.24
1466508.09
947.75
CONTROL
8
857188.08
1466694.46
939.14
CONTROL
93
856985.38
1467244.76
928.06
CONTROL
10
856996.29
1466467.36
970.98
CONTROL
11
1856897,33
1467392.45
917.61
CONTROL
100
857064.87
1467441.85
917.74
CONTROL
101
858419.60
1464837.57
930.60
CONTROL
102
858025.29
1465002,38
927.84
CONTROL
103
858597.92
1464848.09
933.32
CONTROL
104
858530.69
1465077.59
969.73
CONTROL
105
857360.69
1465445.98
923.35
CONTROL
106
858309.21
1464950.27
949.60
NL SET
107
858049.05
1465099.55
941.04
NL SET
108
857672.99
1465257.40
923.10
NL SET
109
857351.66
1465705.60
933.45
NL SET
110
857528.08
1466070.12
918.28
NL SET
111
857483.76
1466334.47
916.79
NL SET
9001
858530.66
1465077.56
969.66
TTPT104
9002
858583.24
1465085.65
964.54
EIP- IN- 30MAPLE
9003
858597.24
1464859.07
934.86
R/N MON
9004
858162.53
1464795.63
928.21
BENCHMARK 1
9005
858025.27
1465002.36
927.84
TTPT102
9006
857685.27
1465116.57
924.65
BENCHMARK 3
9007
857560.18
1465779.26
921.38
BENCHMARK 47
9008
857360.66
1465446.04
923.31
TTPT105
9009
857508.68
1466220.77
919.02
BENCHMARK 5
9010
857439.76
1466843.27
918.41
BENCHMARK 8
9011
857317.78
1466690.43
919.68
BENCHMARK 7
NOTE: SURVEY DATES OF THALWEG AND
TOP -OF -BANK - 08/02/10 TO 08/05/10.
SHEET RMEX
1-6 Dr=RATM PLAN VIEW
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A division of The John R McAdams Company, Inc.
ENGINEERS - PLANNERS - SURVEYORS - ENVIRONMENTAL
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RESEARCH TRIANGLE PARK - CHARLOTTE
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LEGEND
EXISTING FENCE LINE
THALWEG OF CREEK
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PPROXIMATELY 30'
MAINTAINED R/W
NT ENCROACt jIG1ENT + + + + + +
+ + + + + +
r
Sb
- GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
SHEET 6 OF 6
rim y
0%
u
W<�
[U
zi
V g
0
.9
M �
x
0
E
U
81
O
N O 0
O 00
al of II f
iw w - 0
0
0
Z
0
®McADAMS I

1
F
U
r
1] r^
0
1
Fl
Li
CI
Fl
1
APPENDIX B
General Project Tables

E,
F1
0
PJ
J
0
0
1
1
1
1
0
0
ri
1
Table 1 Protect Restoration Components
Rocky Branch Stream Restoration Srte/EEP Project Number 308
Project
°D
„
don
0 o
Segment or
F
a
U
eU a
Stationmg
Comment
Reach ID
W w
E
w Q
Rocky
3 090
R
PP &
3,614
1
3 614
0+00 30 +90 94
Branch
EI
P4
206
066
137
Tributary 1
593
R
P1
172
1
172
0 +00 1 +72
NA = Not Applicable, Portion of original
Tributary 2
280
NA
NA
Pond
NA
NA
NA
channel contained within proposed
conservation easement
Mitigation Unit Summations
Riparian
Nonnpanan
Total Wetland
Stream (If)
Wetland (Ac)
Wetland (Ac)
(Ac)
Buffer (Ac)
Comment
r-3.923
0
0
0
0
R= Restoration
EI= Enhancement
EII= Enhancement II P1= Priority I P3= Priority III
S= Stabilization P2= Priority II SS= Stream Bank Stabilization

U
0
1
0
l�
D,
i
1
n
1
i
0
0
0
Table 2 Project Activity and Reporting history
Rocky Branch Stream Restoration Site/EEP Pro ect Number 308
Activity or Report
Data Collection
Complete
Actual Completion
or Delivery
Restoration Plan
Winter 04
Mar -05
Final Design — 90%
Summer 05
Winter 05
Construction
May 06
Sep-06
Temporary S &E mix applied to entire project area
May 06
Sep 06
Permanent seed nux applied to reach/segments 1 & 2
Sep-06
Sep 06
Contamenzed and B &B plantings for reach/segments 1 & 2
Fall 06
Dec 06
Mitigation Plan / As built ear 0 Monitoring — baseline
Winter 07
Feb -08
Year 1 Momtorm
Sep-08
Nov -08
Year 2 Monitoring
Sep-09
Nov 09
Year 3 Monitoring
Aug- 10
Oct -10
Note Timeframe estimated from information provided by EEP

r-
�I
1
0
IJ
0
0
1
Table 3 Project Contacts Table
Rocky Branch Stream Restoration Site/EEP Project Number 308
Designer
Mulkey Engineers & Consultants
6750 Tryon Road, cary, NC 27518
Primary project design POC
Wendee Smith, 919 858 1833
Construction Contractor
Fluvial Solutions, Inc
PO Box 28749, Raleigh, NC 27611 -8749
Construction contractor POC
Peter Jelenevsky, 919 -605 6134
Planting Contractor
Carolina Silvics
908 Indian Trail Road, Edenton, NC 27932
Planting contractor POC
Mary- Margaret McKmney 252 484 -8491
Seeding Contractor
Contact Fluvial Solutions Inc
PO Box 28749, Raleigh, NC 27611 8749
Planting contractor POC
Peter Jelenevsky, 919 605 -6134
Seed Mix Sources
Contact Fluvial Solutions Inc
Peter Jelenevsky 919 605 6134
Nursery Stock Suppliers
ArboGen
843 851 4129
Monitoring Performers
EcoEngmeermg A Division of The John R McAdams Co
2905 Meridian Parkway Durham NC 27713
Stream Monitoring POC Jun Halley
919 287 -4262
Vegetation Momtormg POC Jun Halley
19-2874262
Wetland Monitoring POC NA
NA
O Note Information obtained from EEP documents and bid tabulation results Use contacts in table for additional
information or to verify data
1
0
I
u
0
n
L

C
0
0
I
0
0
1
1
1
i, I
J
i
1
Table 4 Project Background Table
Rocky Branch Stream Restoration Site/EEP Project Number 308
Project County
Yadkin County
Drainage Area
3 1 square miles
Drainage impervious cover estimate ( %) For example
5%
Stream Order
1
Physiographic Region
Piedmont
Ecoregion
Northern Inner Piedmont
Rosgen Classification of As built
C4
Cowardm Classification
R3UBH
Dominant soil types
Chewacla Cecil Applmg and Wilkes
Reference site ID
Spencer Creek
USGS HUC for Project and Reference
Project 03040102 Reference 03040104
NCDWQ Sub basin for Project and Reference
Project 03 -07 06, Reference 03 07 09
NCDWQ classification for Project and Reference
Project WS -III Reference WS-IV
Any portion of any project segment 303d listed?
no
Any portion of any project segment upstream of a 303d
listed segment?
no
Reasons for 303d listing or stressor
no
of project easement fenced
100%

rl
�l
�l
0
�J
0
1
0
APPENDIX C
Vegetation Assessment Data
1
0
0
1
1
1
0

C
0
1
0
1
Table 5 Vegetation Plot Nfiti ation Success Summary Table
Rocky Branch Stream Restoration
Site/EEP Project ID 308
Tract
Vegetation Plot ID
Vegetation Survival
Threshold Mete
Tract Mean
Rocky Branch
VP1
Y
100%
VP2
Y
VP3
Y
VP4
Y
VP5
Y
VP6
Y
VP7
Y
VP8
Y
VP9
Y
VP 10
Y
VP l 1
Y
0 Note Threshold criteria based on planted and volunteer species
0
0
1
1
1
1
0
J
0
i
Ell

F
N
0
0
1
0
J
1
1
0
IM
0
0
0
1
Table 6 Vegetation Metadata
Rocky Branch
Stream Restoration Site/EEP Project ID 308
Report Prepared By
George Buchholz
Date Prepared
10/4/2010 16 25
database name
EcoEngincering 2010 B mdb
database location
X \Projects\EEP\EEP 08020 (Rocky Branch) \Storm \CVS Vegetation Data\2010
Veizetation Data
computer name
BUCHHOLZGEO
file size
52297728
DESCRIPTION OF WORKSHEETS
IN THIS DOCUMENT -
Metadata
Description of database file the report worksheets and a summary of project(s)
and project data
Proj, planted
Each project is listed with its PLANTED stems per acre for each year This
excludes live stakes
Pro l, total stems
Each project is listed with its TOTAL stems per acre for each year This includes
live stakes all planted stems, and all natural /volunteer stems
Plots
List of plots surveyed with location and summary data (live stems, dead stems,
missing etc
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor b Spp
Frequency distribution of vigor classes listed by ecies
Damage
List of most frequent damage classes with numbei of occurrences and percent of
total stems impacted by each
Damage by Spp
Damage values tallied by type for each species
Damage by Plot
Damage values tallied by type for each plot
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each species for each plot
dead and missing stems ai a excluded
PROJECT SUMMARY— - — — — -
Project Code
308
project Name
Rocky Bi anch
Description
Rocky Branch Stream Restoration Project
River Basin
Yadkin Pee Dee
length(ft)
3,992
stream to edge width (ft)
24
areas m
0 04 sq mile 24 10 aci es)
Required Plots calculated
11
Sampled Plots
11

Table 6A Vegetation Condition Assessment
Rocky Branch Stream Restoration Site/EEP Protect ID 308
Planted Acreage 13 29
Category
Definitions
Very limited cover of
Number
both woody and
1 Bare Areas
herbaceous material
Woody stem densities
CCPV
clearly below target
Combined
levels based on MY3
2 Low Stem
4 or 5 stem count
Density Areas
criteria
Polygons
Acreage
Acrea e
Areas or points (if too
Areas with woody
stems of a size class
3 Areas of Poor
that are obviously
Growth Rates or
small given the
Easement
Acreaae 2409
CCPV
Mapping Threshold De ictic
0 1 acres –
umber % of
of Combined Planted
ilygons Acreage Acreage
0 0 00%
0 1 acres I - 1 0 1 0 1 00% 1
0 25 acres I — 1 0 1 0 1 00% 1
Number
% of
egetation
CCPV
of
Combined
Easement
Category
Definitions
Mapping Threshold
Depiction
Polygons
Acreage
Acrea e
Areas or points (if too
small to render as
1000 SF
diagonal
17
081
336%
Invasive Areas
polygons at map
red
of Concern
scale
Areas or points (if too
5 Easement
small to render as
cross
Encroachment
polygons at map
none
black
1
0 35
1 5%
reas
scale)

Table 7 Stem Couont Total and Planted by Plot Species
Rocky Branch Stream Restoration S>te/EEP Project ID 308
Page 1
I - Ongm] baud rte cgetao tip ttwng data w s trot p dod pnor to d e 2008 M mt g Yea I and 2008 mts dart a drotgbt year The 1009 M tttro g ti ear 2 s crns tiered the baultne dum botatse after two yem of mowtormg t u mstaoed an planted ttsas mthm a vqpmbm momlonng pl t beve bem surveyed and amounted for
Therefore, any addtbo tal spores observed ptomedtng ntomtormg vean are Dots derrd ohaaeer speaes
2— Totalofpl tiledstars ad olunteerstars
i —Total fpl nteduerrs Lily
Current Plot Data (MY3 2010)
Scientific Name
Common Name
Species
Tvpe
E308 01 VP10
E308 01 VP11
1 E308-01 VPl
I E308-01 VP2
I E308-01 VP3
E308-01 VP4
E308-01 VPS
I E308-01 VP6
E308 -01 VP7
P LS
Pall
T2
P LS
P all
T2
P LS
P all
T2
P LS
Pall
T2
JP LS
P all
T2
JP LS
P all
T2
JP LS
P all
T2
P LS
P all
T2
P LS
P all
T2
Acer ne undo
boxelder
Tree
3
1
1
47
1
1
Acer s Icatum
mountain maple
Shrub Tree
1
1
Alnus serrulata
hazel alder
Shrub Tree
4
4
2
2
Betula nigra
river birch
Tree
3
3
1
1
1
2
Ce halanthus occtdentalis
common buttonbush
Shrub Tree
3
41
1
1 1
1
3
3
6
7
2
3
Comus amomum
silky dogwood
Shrub
fraxlnus pennsylvanica
green ash
Tree
3
4
6
6
3
5
5
5
4
4
5
5
5
5
Itea vtr mica
Virginia sweetspire
Shrub
Juglans nl ra
black walnut
Tree
2
Linodendron tultptfera
tullptree
Tree
8
3
1
Platanus ocadentalts
American sycamore
Tree
1
381
2
3
9
11
1
1
11
11
2
2
Prunus serotlna
black cherry
Shrub Tree
Prunus vtr Inlana
chokecherry
Shrub Tree
1
1
1
Quercus m ra
water oak
Tree
3
3
1
1
Quercus phellos
willow oak
Tree
1
1
5
6
1
3
3
7
7
Rhus copallinum
flameleaf sumac
Shrub Tree
1
Saltx nigra
black willow
Tree
3
3
6
6
Sambucus canadensts
Common Elderberry
Shrub Tree
I
I
1
1
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
0
111
58
0
18
23
0
9
11
0
14
66
0
11
11
0
9
9
0
13
15
0
16
19
1
1
1
1
1
1
1
1
0 02
MJ
002
002
002
002
002
002
002
0
5
7
0
3
4
0
4
6
0
2
5
0
4
4
0
3
3
0
4
5
0
5
6
0
445
2347
0
728
931
0
364
445
0
567
2671
0
445
445
01
3641
364
01
5261
607
0
647
769
I - Ongm] baud rte cgetao tip ttwng data w s trot p dod pnor to d e 2008 M mt g Yea I and 2008 mts dart a drotgbt year The 1009 M tttro g ti ear 2 s crns tiered the baultne dum botatse after two yem of mowtormg t u mstaoed an planted ttsas mthm a vqpmbm momlonng pl t beve bem surveyed and amounted for
Therefore, any addtbo tal spores observed ptomedtng ntomtormg vean are Dots derrd ohaaeer speaes
2— Totalofpl tiledstars ad olunteerstars
i —Total fpl nteduerrs Lily

o = o o = 0 0 o = = = = = = C---j
Table 7 Stem Couont Total and Planted by Plot Species
Rocky Branch Stream Restoration Site/EEP Project ID 308
Page 2
I — O gunl basduto eWation trotuton data was not pro ded poor to th 2008 Momtotnt. Year t and 2008 is core deed a draught year The 1009 Motutarmg Year I rs coin derod the baseline datum beeaiue after two years f
tin utonng t us assumed all planted steue wtftu egetahon momtonng pt t I a e been surveyed and omu ted for Therefim any addrhoml m obsoved m
spin proaedutg motor n years are cans derod oluntcc spmm
2 -Total fplamedstartsandvol tueerstcrs
1 =T hl fplantedstatu my
Current Plot Data (MY3 2010)
Annual Means
Scientific Name
Common Name
Species
Type
E308 01 VP8
1 E308-01 VP9
MY3 (2010)
1 M (2009)'
MY3 (2008)
P LS
iPall
TZ
P LS
P all
Tz
P LS
P all
Ta
p LS
pall
Ta
P LS
pall
T3
Acer ne undo
boxelder
Tree
53
Acer s icatum
mountain maple
Shrub Tree
1
1
2
2
2
2
nus serrulata
hazel alder
Shrub Tree
2
2
1
1
9
9
9
9
5
5
Betula m ra
river birch
Tree
1
1
6
7
8
8
8
8
Cephalanthus occldentalls
common buttonbush
Shrub Tree
3
3
18
21
19
19
25
25
Cornus amomum
silky dogwood
Shrub
II
1
6
6
Fraxlnus penns (vamp
green ash
Tree
5
5
5
5
41
44
49
49
47
47
Itea wr mca
Virginia sweets Ire
Shrub
2
2
3
3
Ju ans ni ra
black walnut
Tree
2
Urnodendron tuli Ifera
tullptree
Tree
1
40
1
24
2
76
2
2
3
3
Platanus ocadentalls
American sycamore
Tree
7
55
6
33
127
37
37
37
37
Prunus serotma
black cherry
Shrub Tree
I
1
1
Prunus vir intana
chokecherry
Shrub Tree
1
2
1
1
3
3
Querau ni ra
water oak
Tree
1
4
4
8
8
9
9
Quercus phellos
willow oak
Tree
3
3
19
20
22
22
18
18
Rhus co allinum
flameleaf sumac
Shrub Tree
1
Sallx nigra
black willow
Tree
9
9
14
14
20
20
Sambucus canadensls
Common Elderberry
Shrub Tree
11
1
11
1
31
3
Stem count
size (ares)
size (ACRES)
Species Counti
Stems per ACRE
0
18
105
0
11
41
0
1441
378
01
1751
175
01
1891
189
1
1
11
11
11
002
0 02
027
027
0 27
0
51
7
01
121
16
0
14
14
Or
14
14
0
728
4249
01
4451
1659
01
530
1391
01
W1
644
0
695
695
I — O gunl basduto eWation trotuton data was not pro ded poor to th 2008 Momtotnt. Year t and 2008 is core deed a draught year The 1009 Motutarmg Year I rs coin derod the baseline datum beeaiue after two years f
tin utonng t us assumed all planted steue wtftu egetahon momtonng pt t I a e been surveyed and omu ted for Therefim any addrhoml m obsoved m
spin proaedutg motor n years are cans derod oluntcc spmm
2 -Total fplamedstartsandvol tueerstcrs
1 =T hl fplantedstatu my

VEGETATION PLOT I - 5TREAMBANKS (5m X 20M). VIEW FROM 50UTHEA5T PLOT
GORNER.
VEGETATION PLOT 2 - RIPARIAN BUFFER (IOM x IOm). VIEW FROM 50UTHEA5T
PLOT CORNER.
PROJECT N0. EEP -08020
FILENAME: EEP08020 -EX1
r ROCKY BRANCH AEcoEngineering
A division of The John R. McAdams Company, Inc.
9 SCALE: N TS 1,�'US�;�tt'111 MONMRING PHOTOS
YADIUN COUNTY, RESEARCH TRIANGLE PARK, NC
DATE: 08 -11 -10 NORTH CAROLINA (919) BOX
38115000 ZIP 27709 -4005

VEGETATION PLOT 3 — RIPARIAN BUFFER (IOM x IOm). VIEW FROM NORTHWEST PLOT
CORNER.
VEGETATION PLOT 4 — RIPARIAN BUFFER (IOm x IOm). VIEW FROM NORTHWEST
PLOT CORNER.
PROJECT NO. EEP -08020
FILe "AmE: EEP08020 —EX1
ROCKY BRANCH [JEcoEngineering
A division of The John R. McAdams Company, Inc.
E SALE: MONMRING PHOTOS
NTS � Ste[11 RESEARCH TRIANGLE PARK, NC
DATE: R`!'' -�I 4 YADIUN COUNTY, NORTH CAROLINA
P.O. BOX 14005 ZIP 27709 -4005
08 -11 -10 �: °' (919) 361 -5000

MIMI
4W
"ilk

VEGETATION PLOT 'i - RIPARIAN BUFFER (IOM x IOm). VIEW FROM NORTHWEST
CORNER.
VEGETATION PLOT 8 - RIPARIAN BUFFER (IOM x IOM). VIEW FROM NORTHWEST
PLOT CORNER.
PROJECT No. EEP -08020
ir 1-
ROCKY BRANCH
[JEcoEngineering
division of The John R McAdams Company, Inc.
FILE NAME: EEP08020 -EX1
"
a
SCALE:
N TS
IIA
l.',i'(�VStelll
MONITORING PHOTOS
RESEARCH TRIANGLE PARK, NC
DATE:
jj
YADHIN COUNTY, NORTH CAROLINA
P.O. BOX 14005 ZIP 27709 -4005
08 -11 -10
\_
(919) 361 -5000

VEGETATION PLOT G — RIPARIAN BUFFER (IOM x IOM). VIEW FROM NORTHWEST
CORNER.
VEGETATION PLOT IO — RIPARIAN BUFFER (5m x 20m). VIEW FROM NORTHWEST
PLOT CORNER.
PROJECT No. EEP -08020
r`
ROCKY BRANCH
[JEcoEngineering�
A division Wile John R McAdam Company, Inc.
ENAbI
rILENAeIe: EEP08020 -EX1
Y SCALE: NTS
ll��, !�`l��t��tll
PHOTOS
RESEARCH TRIANGLE PARK, NC
d I
AT�MON117OWNG
YADM COUNTY, NORTH CAROLINA
P.O. BOX 14005 ZIP 27709 -4005
DATE:
08 -11-10
(919) 361 -5000

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APPENDIX D
Stream Assessment Data

C= C
Table 8a Visual Morphological Stability Assessment
Rocky Branch Stream Restoration Slte/EEP Protect Number 308
Rocky Branch 3,751 Linear Feet
Feature Category
Metric (per As built and reference baselines)
(# Stable) Number
Performing as Intended
Total number per
As built
Total Number / feet in
unstable state
% Perform in Stable
Condition
Feature Perform
Mean or Total
A Riffles
1 Present 7
28
28
NA
100
2 Armor stable e g n o dis lacement 9
28
28
NA
100
3 Facet grade appears stable?
23
28
NA
82
4 Minimal evidence of embeddin g/fining? embedding/fining?
28
28
NA
100
5 Len ro nate�
NA
NA
NA
NA
96
25
27
NA
93
B Pools
1 Present? (e g not subject to severe aggrad or mrgrat ?)
2 Sufficiently deep (Max Pool D Mean Bkf>l 6 ?)
3 5 / 15 = 2 3 27
Max Pool / 1 5 >
16 24 of 27
NA
89
3 LenL4 a ro mate?
23
27
NA
85
89
C Thalwe
1 Upstream of meander bend (run/inflection) centenng9
37
39
NA
95
2 Downstream of meander (glidelinflection) centenng9
37
39
NA
93
94
D Meander
1 Outer bend in state of limited/controlled erosron9
43
43
NA
100
2 Of those eroding # w /concomitant point bar formation
43
43
NA
100
3 Ap arent Rc within spec?
42
43
NA
98
4 Sufficient flood lam access and relief?
43
43
NA
100
100
7=w
1 General channel bed aggradation areas (bar formation)
NA
NA
NA
E Bed General
100
2 Channel bed degradation — areas of increasing down
cutting or head cuttings
NA
NA
NA
100
100
F Bank
1 ActiveModing wasting or slum in bank
a
NA
NA
5/90
98
98
G Vanes
1 Free of bank or arm scour?
35
36
30
97
2 Height appropriate?
35
36
30
97
3 Angle and geometry appear appropriate?
35
36
30
97
14 Free of ging or other structural fw1ures?
35
36
30
97
97
H Wads/ Boulders
&Kffjw 1 Free of scour?
40
40
NA
100
12 Footing stable?
40
40
NA
100
100

C= = =--� = = o o = o o = = E-D o L-J o = o
Table 8b Visual Morphological Stability Assessment
Rocky Branch Stream Restoration Slte/EEP Project Number 308
Rocky Branch Tributary 1 172 Linear Feet
Feature Category
Metric (per As built and reference baselines)
(# Stable) Number
Performing as Intended
Total number per
As built
Total Number / feet in
unstable state
% Perform in Stable
Condition
Feature Perform
Mean or Total
A Riffles
1 Present
3
3
NA
100
2 Armor stable e g n o dis lacement 9
3
3
NA
100
3 Facet grade appears stable9
3
3
NA
100
4 Minimal evidence of embeddin finin 9
3
3
NA
100
5 Len ro mate?
NA
NA
NA
NA
100
R "49 m
aS'
x
-77. -.W`W 2
S'^ MM
B Pools
1 Present? (e g not subject to severe aggrad or migrat ?)
NA
NA
NA
NA
2 Sufficiently deep (Max Pool D Mean Bkf>1 6?
NA
NA
NA
NA
3 Length appropriate?
NA
NA
NA
NA
NA
W Ir x'I..2YN
C Thalweg
1 Upstream of meander bend (run/inflection) centering?
4
4
NA
100
2 Downstream of meander (glide/inflection) centering?
3
4
NA
100
100
D Meander
1 Outer bend in state of limited/controlled erosion?
5
5
NA
100
2 Of those eroding # w /concomitant point bar formation
0
0
NA
100
3 App arent Rc within spec9
5
5
NA
100
4 Sufficient flood lam access and relief?
5
5
NA
100
100
I General channel bed aggradation areas (bar formation)
E Bed General
NA
NA
NA
100
2 Channel bed degradation — areas of increasing down
cutting or head cutting?
NA
NA
NA
100
100
""A
1 Activel erodin wastta or sluging bank
MMMMM7
F Bank
NA
NA
0/172
100
100
9
x MME Yt
NA
100
G Vanes
1 Free of bank or arm scour?
3
3
2 Height appropriate?
3
3
NA
100
3 Angle and geometry appear appropriate?
3
3
NA
100
4 Free of pi ing or other structural failures?
3
3
NA
100
100
NA
NA
H Wads/ Boulders
1 Free of scour?
NA
NA
2 Footing stable?
NA
NA
NA
NA
NA

I
v
u
I
rl
0
0
J I --) I
Ll
I
0
Table 9 Verification of Bankfull Events
Rocky Branch Stream Restoration Site/EEP Protect Number 308
Date of Data Collection
Date of Occurrence
Method
Photo # (if available)
24 Sep 08
No occurrence
Observation
Not Available
On Site Crest Gage located at Station
Between 09/25/08 and
2 Oct 09
33 +08 Observed eleveation on gage at
Not Available
10/02/09
elevation 918 99
On Site Crest Gage located at Station
Between 10/02/09 and
5 Aug 10
33 +08 Observed elevation on gage at
Not Available
08/05/10
elevation 914 25

r! .
PHOTO POINT I. VIEW LOOKING SOUTH TOWARD DAIRY FACILITY.
PHOTO POINT 2. VIEW LOOKING NORTH AGROSS NEW ROCKY BRANCH STREAM
CHANNEL.
'
rEOJECr No. EEP -08020
ROCKY BRANCH
[JEcoEngineering
A division of The John R McAdams Company, Inc.
"'� " "UE` EEP08020 —EXt
Ci
a
+ (' p
SNS(tejmt
' „il. `l_' � tt'1 f
i���'
MONITORING PHOTOS
YADIHN COUNTY, NORTH CAROLINA
RESEARCH TRIANGLE PARK, NC
P.O. Box 14005 ZIP 27709 -4005
(919) 301 -5000
scALe: N TS
DATE:
08 -11-10

.� j
�s6:,...; N 4�.
u
,� , %'o�
J'a, r
.0
�.
,s
b s �' ,
�i r ,
.�� ._.
.�,.
.h .'^
�1
#;.
+'� `
n�.�;n

PHOTO POINT 3. VIEW LOOKING SOUTH TOWARD HOME5 LOCATED ALONG 5R 1120.
PHOTO POINT 3. VIEW LOOKING EAST TOWARD HOODED AREA.
PROJECT No. EEP -08020
'`''
FILENAME:
�
ROCKY BRANCH
[aftoEngineering
EEP08020 -EX1
A division Wile john R. McAdams Company, Inc.
d SCAIE:
MONITORING PHOTOS
a NTS
(`{, p
l A- tJW'steIII
RESEARCH TRIANGLE PARK, NC
YADKIN COUNTY, NORTH CAROLINA
P.O. BOX 14005 ZIP 27709 -4005
DATE: 08— �1_.�O
r..i .e
(010) 361 -5000

PHOTO POINT 4. VIEW LOOKING WE5T THROU61`1 WOODED 5EGTION.
PHOTO POINT 4. VIEW LOOKING SOUTH TOWARD 5R 1120.
PROJECT NO EEP -08020
`'' ROCKY BRANCH AftoEngineering
FtLENA"E: EEP08020 -EX1 A division ofThe John R _ McAdams Company, Inc.
d SCALE: MON FdNG PHOTOS
a N TS �SYSt��ll RESEARCH TRIANGLE PARK, NC
� YADffiN COUNTY, NORTH CAROLINA P.O. BOX 14005 ZIP 27709 -4005
j DATE: 08_11 -10 �' (919 ) 361 -5000 166" 1

FILENAME: EEP08020 —EX1
SCALE: N TS
Iy
t• +fit. �
S4'' � y• ;
�f� ..A
:a
j
a
i
'y .. ..
.. I .• i
..... ., a •:1'
i .. `y —_—
-
y
FILENAME: EEP08020 —EX1
SCALE: N TS
Iy
a
i
'y .. ..
.. I .• i
..... ., a •:1'
i .. `y —_—
FILENAME: EEP08020 —EX1
SCALE: N TS

PHOTO POINT 5. VIEW LOOKING NORTH TOWARD NEWLY GONSTRUGTED TRIBUTARY I.
PHOTO POINT 5. VIEW LOOKING NORTHEAST TOWARD NEW POND.
PROJECT N0. EEP- 08020
fl1.EN "►+e:
ROCKY BRANCH
DEcoEngineering
EEP08020 -EX1
A division of The John R McAdams Company, Inc.
d SALE:
1(�('[��l Lr[l(
MONMrMG PHOTOS
a NTS
Y,ll,t��
RESEARCH TRIANGLE PARK, NC
iIff,
1-
YADKIN COUNTY, NORTH CAROLINA
P.O. BOX 14005 ZIP 27709 -4005
HATE:
08 -11 -10
. e.
(919) 361 -5000

PHOTO POINT 6. VIEW LOOKING WEST TOWARD 5R 1120.
PHOTO POINT 6. VIEW LOOKING SOUTH TOWARD 5R 1120 AND JOE ALLEN
RE5IDENGE. J
d
a
j
PROJECT N0.
EEP -08020
�'
r•
1{ aSteil]
i
ROCKY BRANCH
MONITORING PHOTOS
YADKIN COUNTY, NORTH CAROLINA
AftoEngineering
A division of The John R McAdams Company, Inc.
RESEARCH TRIANGLE PARK, NC
P.O. BOX 14005 'LIP 27709 -4005
(919) 361 -5000
FILENAME: EEP08020 -EX1
SCALE: NTS
DATE:
08 -11 -10

PHOTO POINT 6. VIER LOOKING EAST TOWARD NEW POND.
PROJECT NO. EEP -08020
FILENAME: EEP08020 -EX1
"`'' ROCKY BRANCH [JEcoEngineering
A division of The John R McAdams Company, Inc.
d SCALE: N TS 1�OSV1tf'lll MONITORING PHOTOS
y RESEARCH TRIANGLE PARK. NC
DATE: j YADKIN COUNTY, NORTH CAROLINA P.O. BOX 14005 ZIP 27709 -4005
08 -11 -10 (919) 361 -5000

GRO55 5EGTION I - POOL. (ROCKY BRANCH, 5TA 4 + 25) VIEW LOOKING
DOHNSTREAM.
GRO55 5EGTION 2 - RIFFLE. (ROCKY BRANCH, 5TA G + 22) VIEW LOOKING
DOWNSTREAM.
PROJECT N0. EEP -08020
FILENAm' EEP08020 -EX1
SCALE: N TS
DATE: 08-11-10
ROCKY BRANCH A EcoEngineering
A division of The John R McAdams Company, Inc.
1�1)SVStelll MONTrURIlVG PHOTOS I
RESEARCH TRIANGLE PARK, NC
l YADKIN COUNTY. NORTH CAROLINA P.O. BOX 14005 ZIP 27709 -4005
11t 111 '.i 11CI ' (919) 961 -5000

GRO55 5EGTION 5 — POOL. (ROCKY BRANGH, 5TA 15 + 25) VIEW LOOKING
DOWNSTREAM.
GRO55 5EGTION 4 — RIFFLE. (ROCKY BRANGH, 5TA 1-7 + 4q) VIEW LOOKING
DOWNSTREAM.
PROJECT N0. V
EEP- 08020• ROCKY BRANCH AEcoEngineering. FILENANe: EEP08020 —EX1 Aatvl.lon�T>wJo1,n
d SCALE: N TS + �y[�,` MONITORING PHOTOS
a 11 I IJI�'Jte��l i RESEARCH TRIANGLE PARK, DATE: 08_ 1 ,� _.� O ; ) , 7; YADM COUNTY, NORM CAROLINA P.O. BOX 14005 ZIP 27709
(919) 361 -5000

GRO55 SECTION 5 — POOL. (ROCKY BRANGH, 5TA 22 + 52) VIEW LOOKING
DOWNSTREAM.
GRO55 5EGTION 6 — RIFFLE. (ROCKY BRANGH, 5TA 26 + 22) VIEW LOOKING
DOWNSTREAM.
PROJECT NO. EEP -08020
v "$ "AraE: EEP08020 —EX1
rl R OCKY BRANCH aEcoEngineer A division of'Ile John R. McAdams Company. Inc. d SCALE: N TS � MONITORING PHOTOS RESEARCH TRIANGLE PARK, NC a S��IIl
9ATE: )j YADIUN COUNTY, NORTH CAROLINA P.O. R0x 14005 ZIP 27709 -4005
08_11 -10 I11� : (919) 361 -5000

GRO55 SECTION 7 - RIFFLE. (ROCKY BRANCH, 5TA 50 + -75) VIEW LOOKING
DOWN5TREAM.
GROSS 5ECTION 8 - RIFFLE. (TRIBUTARY I, 5TA O + -75) VIEW LOOKING
DOWNSTREAM.
PROJECT No. EEP -08020
FILENAME :
ROCKY BRANCH
[aEcoEngineering
EEP08020 -EX1
A division of The John R McAdmne Company, Inc.
d SCALE:
y NTS
wStem
MONITORING PHOTOS
RESEARCH TRIANGLE PARK. NC
YADKIN COUNTY, NORTH CAROLINA
14005 ZIP 27709 -4005
j DATE:
10 -13 -09
P9O9�ROX

Rod " ch St- --- ^-ztor<`- "'.e • S - istnu ' 031'-" 11A • "' - -" HUC " -" " "102
1 nud Y= 1vioruto11nQ Kmort • Yacuon County_ Nnrtn ramima • Nmtrmnrr AM
ROCKY BRANCH
EEP PROJECT # 308
CROSS - SECTION: 1
Year -0
Year -1
Year -2
Year -3
Year -4
Year -5
Year -6
Station (ft)
Elev, (ft)
Station (ft)
Elev. (ft)
Station
Elev. (ft)
Station ft
Elev. ft
Station ft Elev. ft
Station ft Elev. ft
Station (ft) Elev. ft
0.00
928.33
0.00
928.33
-0.87
928.46
0.00
928.41
10.00
928.12
10.00
928.26
28.76
927.50
25.04
927.76
20.00
927.82
25.00
927.58
41.50
927.27
52.24
927.38
27.00
927.44
40.00
927.18
49.38
927.13
56.04
926.62
34.00
927.26
50.00
926.90
50.28
927.04
58.54
924.15
40.00
927.08
55.00
926.41
53.16
926.49
59.69
923.93
46.00
927.17
57.30
926.34
56.54
926.34
60.77
923.12
50.00
927.05
58.00
925.08
57.83
926.41
62.26
923.13
52.00
926.92
59.00
924.71
59.88
925.02
63.46
922.97
54.00
926.52
59.00
923.62
60.60
923.92
64.36
923.07
56.00
926.22
60.00
923.05
61.05
923.84
65.61
923.36
57.00
926.19
61.40
922.64
61.39
923.44
66.63
923.33
58.00
926.08
63.00
922.52
61.96
923.12
67.55
923.69
59.00
926.25
64.20
922.68
62.54
922.90
68.67
923.88
59.60
924.80
65.00
92180
63.27
923.10
69.93
924.46
59.80
923.79
66.20
923.12
64.16
923.07
70.00
924.60
60.50
923.25
67.70
923.26
65.20
923.28
71.00
925.94
61.00
923.19
69.10
923.61
66.11
923.20
71.03
925.34
62.00
922.75
71.50
924.40
66.81
923.47
74.99
926.64
63.00
922.78
72.10
924.58
67.78
923.63
83.04
926.98
64.00
922.83
72.30
925.06
68.58
923.75
109.00
927.09
65.00
923.07
74.00
925.62
69.35
923.99
140.48
92710
66.00
923.29
80.00
926.38
70.31
924.40
159.25
927.26
67.00
923.49
102.00
926.74
71.07
924.82
68.00
923.71
125.00
926.84
71.99
925.02
69.00
924.04
150.00
927.02
73.27
925.43
70.00
924.50
160.40
926.99
74.49
925.99
71.00
924.80
76.91
926.26
72.50
925.40
83.25
926.62
74.00
925.73
96.79
927.03
75.50
925.92
115.30
927.03
77.00
926.15
130.50
927.26
78.00
926.26
148.17
927.26
81.00
926.29
162.68
927.08
85.00
926.13
89.00
926.25
95.00
926.83
104.00
926.81
115.00
926.80
125.00
926.92
133.00
927.00
142.00
927.11
153.00
926.91
160.00
927.02
®EcoEngineering
A division of The John R McAdams Compmy. Inc.

Rocl - ch St - ntor, -' :e - S istru 1: 03- MA, HU( 102
r nrrd Year Monitoring Report - Yadkin County_ Nnrrh r amlina - Crnrrn,hrr ')n 1 n
Rocky Branch Cross Section 1 - Pool
930
929
x,928
"927 —
�, 926
>
0 925 — — — Bankfull
—� Year -0, 9/10/07 1
924 - Year -1, 9/23/08
—+�— Year -2, 9/30/09
923 — E) Year -3, 8/05/10
922
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165
Width from River Left to Right (ft)
YEAR-3,2010 SURVEY DATA
PROJECT ROCKY BRANCH
TASK CROSS SECTION
REACH ROCKY BRANCH
DATE 8/02/10 to 8/05/10
U VbN NJN U FIL)IN YLU'f - LOUK1NG DOWNSTREAM
CROSS - SECTION: 1
FEATURE: Pool
CREW BUCHHOLZ /PARRISH /PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
51.4
sq. ft.
Bankfull Width
28.8
ft.
Bankfull Mean Depth
1.8
ft.
Bankfull Max Depth
4.0
ft.
Width/Depth Ratio
>12
Entrenchment Ratio
>2.2
Classification
n/a
Bank Height Ratio
1.0
Bankfull Elevation:
926.98
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A diwWw ofThc John R McAd- Cody, tm

Rock h Str stora : • Sl st>uc 034 IA- HUC M
Third Year Monitoring Report • Yadkin County, North Carolina • September, 2010
ROCKY BRANCH
EEP PROJECT # 308
CROSS- SECTION: 2
Year
-0
Year -1
Year
-2
Year -3
Year4
Year -5
Year -6
Station (ft)
Elev. ft
Station (ft)
Elev. ft
Station (ft)
Elev. ft
Station (ft)
Elev. ft
Station (ft) Elev. ft
Station (ft) Elev. ft
Station ft EIev. ft
0.00
923.38
0.00
923.32
0.15
923.32
0.00
923.30
10.00
923.66
10.00
923.68
31.73
923.79
19.21
923.61
16.00
923.68
35.00
923.81
42.99
923.80
36.40
923.87
20.00
923.58
49.00
923.82
49.52
923.74
51.90
923.50
25.00
923.64
50.50
923.74
53.28
923.50
53.97
923.26
32.00
923.68
54.00
923.26
56.32
923.19
56.20
922.95
38.00
923.78
57.70
922.56
57.37
922.55
58.38
922.28
43.00
923.82
58.70
922.08
58.06
922.22
58.54
922.42
48.00
923.90
59.30
921.70
58.46
922.14
58.73
921.77
51.00
923.70
60.00
921.51
58.60
921.68
59.18
921.64
53.00
923.45
61.30
921.66
59.54
921.77
59.43
921.77
55.00
923.05
62.70
921.82
60.76
921.58
59.93
921.64
57.00
922.52
63.80
922.04
61.91
921.67
60.31
921.64
58.00
922.11
64.80
922.48
62.71
921.62
60.67
921.63
59.00
921.61
66.70
922.38
64.14
921.97
61.02
921.63
60.00
921.50
69.60
922.98
64.70
921.72
61.72
921.86
60.50
921.58
74.00
923.70
65.19
921.84
62.68
921.80
61.00
921.85
94.00
923.65
65.63
922.09
63.48
921.80
62.00
921.89
115.90
923.38
66.55
922.44
63.50
922.21
63.00
921.88
167.65
922.89
63.78
921.80
64.00
921.90
69.31
922.94
64.02
921.79
65.00
922.07
75.32
923.71
64.78
922.60
66.50
922.17
90.09
923.81
66.55
923.59
67.00
922.22
103.15
923.83
68.21
923.81
67.50
922.40
115.26
923.43
82.06
923.79
69.00
922.81
100.31
923.77
70.50
923.11
116.25
923.61
72.00
923.46
74.00
923.73
76.00
923.81
80.00
923.76
88.00
923.77
95.00
923.65
105.00
923.70
116.00
923.37
FEcoEngineering
A division My John R. McAdams Company. Inc.

Rod _ -,h St - ston e • Si istruc : 034 RA • HUC 102
third Year Morutoring Report • Yadldn County, North Carolina • September, 2010
Rocky Branch Cross Section 2 - Riffle
926
925
w
c 924
923 — — — Bankfull - - -
-�— Year -0, 9/10/07
922 Year -1, 9/23/08 CJ�
—M-- Year -2, 9/30/09
-�-- Year -3, 8105/10
921
-5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125
Width from River Left to Right (ft)
UMUNN bECl7OiN PLOT - LOOKING DOWNSTREAM
YEAR-3,2010 SURVEY DATA CROSS - SECTION: 2
PROJECT ROCKY BRANCH FEATURE: Riffle
TASK CROSS SECTION
REACH ROCKY BRANCH
DATE 8/02/10 to 8/05/10
CREW BUCHHOLZ/PARRISH/PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
18.5
sq. ft.
Bankfull Width
36.4
ft.
Bankfull Mean Depth
0.5
ft.
Bankfull Max Depth
2.0
ft.
Width/Depth Ratio
>12
Entrenchment Ratio
>2.2
Classification
C
Bank Height Ratio
1.0
Bankfull Elevation:
923.82
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A division ofThe John R McAdams Comp -y. Inc.

KocKy Branch Stream Kestorahon Site • State Uonstruction ill: U3- U6U6l -UlA • USUS HUC U304UlU2
I sr Mc Repo an G )rth C Sept ;010
ROCKY BRANCH
EEP PROJECT # 308
CROSS - SECTION: 3
Year
-0
Year -1
Year -2
Year -3
Year -4
Year -5
Year -6
Station ft
Elev. ft
Station ft
Elev. (ft)
Station ft
Elev. (ft)
Station (ft)
Elev (ft)
Station (ft) Elev. (ft)
Station (ft) Elev. (ft)
Station (ft) Elev. ft
0.00
922.51
0.00
922.56
0.18
922.60
0.00
922.92
10.00
922.49
15.00
922.46
28.22
921.93
14.12
922.59
20.00
922.29
40.00
921.25
42.24
921.31
32.74
921.94
25.00
922.08
60.00
920.08
54.05
920.93
53.17
921.11
31.00
921.84
62.00
919.73
54.98
920.84
60.38
920.57
38.00
921.40
64.70
918.25
57.25
920.55
63.24
919.57
47.00
921.14
66.50
917.81
60.83
919.94
65.39
918.16
54.00
920.99
68.20
917.24
61.58
919.18
65.71
918.73
56.00
920.86
70.30
916.79
63.10
919.23
66.84
917.47
58.00
920.49
72.30
916.39
64.06
918.77
67.75
916.86
61.00
919.93
73.20
916.49
64.63
918.17
68.21
917.14
64.00
919.19
75.10
916.55
65.86
917.80
70.48
916.58
65.00
918.62
76.90
916.71
67.00
917.59
73.07
916.64
66.00
917.77
78.30
917.03
68.37
917.35
76.03
916.52
67.00
917.96
79.40
917.41
70.02
917.20
76.46
916.66
68.00
917.56
80.20
917.89
71.38
916.97
78.77
917.09
69.00
917.15
81.10
918.24
73.39
916.68
80.37
920.31
70.00
916.96
81.30
920.24
74.49
916.55
82.12
920.91
71.00
917.00
85.60
921.37
75.91
916.57
97.56
922.15
72.00
916.92
98.70
922.04
77.07
916.59
109.91
922.11
73.00
916.92
111.50
921.97
78.28
916.73
124.27
921.86
74.00
916.78
114.20
921.83
79.50
917.28
75.00
916.81
114.80
921.47
79.87
918.71
76.00
916.77
118.00
920.99
80.18
920.30
77.00
917.11
122.00
921.59
82.06
920.65
78.00
917.58
124.00
921.79
85.06
921.21
79.00
918.04
124.70
921.72
89.88
921.75
79.50
918.60
101.33
922.10
80.00
919.22
108.30
922.13
81.00
920.29
110.69
921.98
83.00
920.67
112.65
921.96
85.00
921.20
113.67
921.65
87.00
921.53
116.93
921.25
91.00
921.68
120.30
921.65
100.00
922.03
121.83
921.96
107.00
922.13
124.42
921.86
112.00
921.99
117.00
921.47
122.00
921.94
125.00
921.80
®EcoEngineering
A division aM. John R MoAdeme CMp.ny, Ino.

Rocky Branch Stream Restoration Site • State Construction ID: 03 -06061 -0IA • USGS RUC 03040102
T it Mc Repoi in Ca Irth C Sept, 010
Rocky Branch Cross Section 3 - Pool
924
923
922 — _._ �+�- -�-"': ,r•� ��
X921 -`—
920 . .
0
is 919
918 — — — Bankfull
917 —a— Year -0, 9/10/07
916 Year -1, 9/23108
--�►— Year -2, 9/30/09
915 a Year -3, 8/05/10
914
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
CROSS - SECTION: 3
ROCKY BRANCH FEATURE: Pool
CROSS SECTION
ROCKY BRANCH
8/02/10 to 8/05/10
BUCHHOLZIPARRISH/PICKENS
65.1 sq. ft.
26.3 ft.
2.5 ft.
4.4 ft.
10.6
>2.2
n/a
1.0
920.91 ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A di—ion ofThe John R IMcAdama Company, Inc

irancb estor • Stan fiction 1 061-0 3S IR 1102
Third Year Monitoring Report • Yadkin County, North Carolina • September, 2010
ROCKY BRANCH
EEP PROJECT # 308
CROSS - SECTION: 4
Year-0
Year -1
Year-2
Year -3
Year4
Year -5
Year -6
Station ft
Elev. (ft)
Station ft
Elev.
Station ft
Elev. (ft)
Station (ft)
Elev. ft
Station (ft) Elev. ft
Station ft Elev.
Station ft Elev. ft
0.00
919.45
0.00
919.46
0.08
919.40
0.00
919.54
10.00
919.48
10.00
919.48
14.42
919.51
17.36
919.71
20.00
919.57
50.00
919.67
35.15
919.70
45.79
919.75
30.00
919.66
59.00
919.51
49.90
919.78
65.51
918.84
40.00
919.83
61.00
919.82
57.38
919.78
67.15
918.28
50.00
919.80
65.00
918.77
61.95
919.60
67.91
917.83
55.00
919.97
67.60
917.73
64.28
918.88
68.27
916.95
59.00
919.52
68.50
917.06
65.96
918.56
69.65
916.66
60.00
919.69
69.00
916.96
67.13
917.73
69.69
916.56
61.00
919.95
70.00
916.80
67.85
916.92
69.93
916.59
62.00
919.80
70.90
916.58
68.55
916.70
70.76
916.73
63.00
919.47
71.80
916.77
69.40
916.70
70.90
916.71
64.00
919.16
72.80
916.99
70.18
916.74
71.29
917.02
65.00
918.80
74.00
917.08
70.68
916.48
71.54
916.69
66.00
918.51
75.10
917.12
71.60
916.52
72.16
916.98
67.00
917.87
76.90
917.55
72.03
916.65
73.05
917.12
67.80
917.18
81.70
918.58
72.86
916.87
74.87
917.48
68.20
916.83
87.00
919.87
73.44
916.95
84.02
919.43
69.00
916.92
105.00
920.05
74.05
917.02
102.32
920.01
70.00
916.77
129.20
920.36
74.55
917.28
125.87
920.23
70.50
916.55
75.81
917.44
71.00
916.92
77.67
917.99
72.00
916.96
80.62
918.46
73.00
917.16
86.88
919.88
75.00
917.16
97.29
920.01
76.00
917.16
113.02
920.14
77.00
917.21
123.42
920.36
78.00
917.48
129.63
920.39
79.00
917.78
80.00
918.01
81.00
918.28
83.00
918.90
85.00
919.46
87.00
919.84
89.00
919.91
95.00
919.95
100.00
919.97
115.00
920.21
125.00
920.36
130.00
920.41
Fjj]EcoEngineering
A division o(Thc John R. McAdams Company. Inc.

921
920
E919
e
0
is 918
M 917
916
915
- 9ranch ° -- 'testor`-- "` • Stat- -- -ction i^ "- ­06 "- -,S HC- ----- 102
- -¢d Yc_ ­_Xing 1..,,,,., ' aAcm ---,,North ____ • Sep --, 6010
Rocky Branch Cross Section 4 - Riffle
— — — — — — — — — — -.&---- - - --(+= - - -- --
— — — Bankfull
—•— Year -0, 9110/07
-- Year -1, 9/23/08
- *— Year - -2, 9130/09
Year -3, 8/05110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-3,2010 SURVEY DATA CROSS - SECTION: 4
PROJECT ROCKY BRANCH FEATURE: Riffle
TASK
CROSS SECTION
REACH
ROCKY BRANCH
DATE
8/02/10 to 8/05/10
CREW BUCHHOLZ/PARRISH/PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
32.2
sq. ft.
Bankfull Width
31.3
ft,
Bankfull Mean Depth
1.0
ft.
Bankfull Max Depth
2.9
ft.
Width/Depth Ratio
>12
Entrenchment Ratio
>2.2
Classification
C
Bank Height Ratio
1.0
Bankfull Elevation:
919.43
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A division M. Mm R M.A k—Company Inc

3rench testor • Stat ction - - - -061 -0 3S HC 402
- Laird Yaw v vuworiag kepon • fadldn %_oumy, North t arour a • Septemoer, X010
ROCKY BRANCH
EEP PROJECT # 308
CROSS- SECTION: 5
Year -0
Year
-1
Year -2
Year -3
Year -4
Year -5
Year -6
Station
l v
Station
Elev.
Station ft
Elev. ft )
Station ft
Elev. (ft)
Station ft Elev, fftl
Station (ft) Elev.
Station ft Elev, ft
0.00
918.78
0.00
918.78
0.13
918.83
0.00
918.91
5.00
918.89
5.00
918.87
24.09
918.87
31.24
918.77
10.20
918.75
9.00
918.79
45.71
918.12
46.90
918.00
15.00
918.84
14.00
918.84
49.52
917.16
56.27
915.96
20.00
918.83
19.00
918.89
52.33
916.78
56.45
915.62
25.00
918.82
25.00
918.85
54.69
916.65
56.60
914.76
30.00
918.67
30.00
918.66
56.24
916.01
57.94
914.32
35.00
918.54
40.00
918.49
56.38
915.42
58.23
914.20
40.00
918.47
44.00
918.36
57.01
914.62
58.69
914.10
44.00
918.39
45.00
918.21
58.34
914.13
59.68
914.03
45.00
918.20
47.40
917.83
59.73
913.84
61.00
913.81
46.00
918.08
49.50
917.23
61.07
913.84
61.15
913.89
47.00
917.91
53.40
916.19
62.34
913.64
61.94
913.81
48.00
917.63
54.00
916.14
63.50
913.95
62.71
913.83
49.00
917.32
55.00
916.05
64.85
914.11
63.66
913.82
49.70
917.03
56.00
915.74
64.89
915.49
64.17
914.10
50.00
916.91
56.40
915.43
65.71
916.83
65.03
914.38
51.00
916.64
57.30
914.62
67.98
917.11
65.62
914.50
52.00
916.25
60.00
913.93
71.44
918.37
65.98
916.67
52.50
916.21
61.10
913.82
99.35
920.66
67.81
916.99
53.00
916.14
61.80
913.83
104.36
920.82
72.16
918.41
54.00
916.06
62.60
913.81
95.42
920.22
55.00
916.00
64.00
914.17
105.50
920.70
56.00
915.43
64.40
914.41
56.00
915.02
65.30
916.02
57.00
914.78
65.70
916.36
58.00
914.67
67.00
916.93
59.00
914.47
69.00
917.47
60.00
913.99
71.00
918.17
60.80
913.85
73.00
918.51
61.00
913.85
75.00
918.63
62.00
913.90
78.00
919.06
63.00
913.89
83.00
919.33
63.40
914.12
90.00
919.60
64.00
914.14
97.00
920.30
64.80
914.35
100.00
920.65
65.00
914.59
102.50
920.77
65.00
915.43
104.00
920.65
65.60
916.37
105.00
920.64
66.00
916.61
67.00
916.89
68.00
917.24
69.00
917.47
69.70
917.67
70.00
917.92
71.00
918.32
72.00
918.61
73.00
918.50
75.00
918.64
80.00
919.21
85.00
919.31
90.00
919.57
95.00
919.98
100.00
920.66
105.00
920.67
[MEcoEngineering
A division of 71w John R. McAdams Company, 4w.

922
921
920
E919
2 918
> 917
u
W 916
915
914
913
3rancl Restor - - : - Stat ction 1061 -C 3S HI 1102
—ird Yt,- ....,,....oring -a ., - fadlrir. North —� - Sepr=m , !010
Rocky Branch Cross Section 5 - Pool
--- - - - ---- -fit-=- --------- - - - - --4
— — — Bankfuli
— Year -0, 9/10/07
- Year -1, 9/23/08
—>t— Year -2, 9/30109
e Year 3, 8/05110
-2 3 8 13 18 23 28 33 38 43 48 53 58 63 68 73 78 83 88 93 98 103
Width from River Left to Right (ft)
I:KUJS bEC FION PLU'I" - LOOKING DOWNSTREAM
YEAR-3,2010 SURVEY DATA CROSS - SECTION: 5
PROJECT ROCKY BRANCH FEATURE: Pool
TASK
CROSS SECTION
REACH
ROCKY BRANCH
DATE
8/02/10 to 8/05/10
CREW BUCHHOLZ/PARRISH /PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
62.0
sq. ft.
Bankfull Width
33.6
ft,
Bankfull Mean Depth
1.8
fL
Bankfull Max Depth
4.6
ft,
Width/Depth Ratio
>12
Entrenchment Ratio
>2.2
Classification
n/a
Bank Height Ratio
1.0
Bankfull Elevation:
918.41
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A division of710 John R McAdams Company. Inc

9rand °'--- 2estor" • Stat ^ - -- -ction - "' ^'0611" ' " "iS HH 102
Ard Ye_ _ _____ormg l ------ ladlrm _ -__ „North ___ SepMWREMO 10
ROCKY BRANCH
EEP PROJECT #308
CROSS - SECTION: 6
Year -0
Year -1
Year -2
Year -3
Year -4
Year -5
Year-6
Station
Elev. ft
Station ft
Elev. (ft)
Station (ft)
Elev. (ft)
Station ft
v. ft
Station (ft) Elev. (ft)
Station ft Elev. (R)
Station (R) Elev. (ft)
0.00
917.33
0.00
917.32
0.13
917.32
0.00
917.36
5.00
917.39
21.30
917.41
10.28
917.22
25.21
917.13
10.00
917.30
31.40
916.85
23.98
917.10
39.75
916.39
15.00
917.30
43.20
915.88
35.45
916.57
47.19
915.56
20.00
917.34
49.30
914.54
42.22
915.86
48.56
915.17
25.00
917.05
50.00
913.46
44.96
915.44
49.27
914.84
30.00
916.73
51.50
911.26
47.53
914.83
49.69
913.73
35.00
916.65
53.30
910.28
48.03
914.62
50.48
912.87
38.00
916.44
54.30
909.55
48.50
913.79
51.67
911.82
39.00
916.41
57.00
909.46
49.28
912.03
53.51
910.77
40.00
916.27
58.50
909.36
51.43
911.04
54.90
910.47
41.00
916.16
59.50
909.47
53.37
910.64
56.47
909.91
42.00
916.04
60.60
909.72
59.31
909.45
58.02
909.35
43.00
915.80
62.10
911.56
61.03
909.93
63.20
909.64
44.00
915.58
63.50
912.12
62.50
911.85
64.50
909.97
45.00
915.40
65.10
911.80
63.94
910.95
65.77
911.07
46.00
915.21
66.20
912.49
65.75
911.65
66.83
911.47
47.00
914.98
66.90
913.53
67.82
914.59
67.36
911.81
48.00
914.80
71.10
917.04
68.27
915.78
68.25
912.73
49.00
914.57
93.00
917.93
70.38
916.93
68.88
913.95
49.60
914.45
114.70
919.76
74.57
916.96
69.71
916.22
50.00
913.45
88.02
917.49
71.27
916.82
50.50
911.79
104.28
918.65
83.31
917.51
51.00
911.68
114.30
919.66
105.89
918.81
52.00
91135
114.00
919.74
53.00
910.55
54.00
910.23
55.00
910.03
56.00
909.73
57.00
909.55
58.00
909.35
59.00
90938
60.00
909.43
61.00
909.63
62.00
909.73
63.00
910.28
64.00
910.69
65.00
911.20
66.00
911.64
67.00
912.44
67.00
913.43
68.00
915.32
69.00
916.28
70.00
916.41
71.00
916.74
72.00
916.84
75.00
916.96
80.00
917.28
85.00
917.4
90.00
917.63
95.00
917.98
100.00
918.32
105.00
918.68
110.00
919.11
115.00
919.66
[AEcoEngineedng
A division ofThc John R. McAdam! Company. Inc.

920
919
918
917
F916
a915
.2914
913
0912
911
910
909
908
907
Rocky Branch Cross Section 6 - Pool
— — — Bankfull
—�— Year -0, 9/10107
-- Year -1, 9/23/08
Year-2, 9/30/09
�— Year -3, 8105110
3ranch - testor • Stat — ction I- -061 -0, "iS Ht-- IO2
. -ird Ye.......,...arin8l.,.,...., ladkm —,,, North „_,,,.,.-- Sep.,..._...010
-2 3 8 13 18 23 28 33 38 43 48 53 58 63 68 73 78 83 88 93 98 103 108 113
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-3,2010 SURVEY DATA CROSS-SECTION: 6
PROJECT ROCKY BRANCH FEATURE: Pool
TASK
CROSS SECTION
REACH
ROCKY BRANCH
DATE
8/02/10 to 8/05/10
CREW BUCHHOLZJPARRISH/PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
112.6
sq. ft.
Bankfull Width
28.4
ft.
Bankfull Mean Depth
4.0
ft.
Bankfull Max Depth
6.9
ft.
Width/Depth Ratio
7.2
Entrenchment Ratio
>2.2
Classification
n/a
Bank Height Ratio
1.0
Bankfull Elevation:
916.22
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A division of The John R McAdams Company. lm

Bran! Resty e • Star -.Lion 5061 -I GS Ht 1102
Laird Year momtoriog report • Yadkin county, North Carotins • September, 2010
ROCKY BRANCH
EEP PROJECT # 308
CROSS- SECTION: 7
Year
-0
Year -1
Year -2
Year -3
Year4
Year -5
Year-6
Station ft
Elev. ft
Station
ev. ft
tai ft
Elev. (ft)
Station
Elev. (ft)
Station ft Elev. ft
Station (ft) Elev. (ft
Station Elev. (ft)
-1.00
916.10
0.00
916.17
0.16
916.17
0.00
916.23
4.00
916.10
14.00
915.91
13.66
915.89
21.98
915.81
9.00
915.99
38.40
915.01
25.66
915.74
39.02
915.08
14.00
915.87
51.00
914.29
40.96
914.98
52.54
914.21
19.00
915.82
55.00
913.65
52.67
914.22
55.51
913.72
24.00
915.73
59.30
912.83
55.00
913.86
57.18
913.30
29.00
915.52
60.70
911.77
57.47
913.35
58.62
912.95
34.00
915.23
61.50
911.52
58.84
912.92
59.97
912.44
39.00
914.97
63.10
911.47
60.20
912.55
60.47
911.91
44.00
914.87
64.30
911.64
60.68
911.95
60.96
911.66
48.00
914.61
65.20
911.87
61.09
911.60
61.49
911.55
49.00
914.54
65.80
912.15
61.90
911.61
62.14
911.45
50.00
914.40
69.80
913.55
62.69
911.58
62.96
911.46
51.00
914.22
73.10
914.65
63.56
911.52
63.62
911.48
52.00
914.18
100.60
915.62
64.63
911.41
64.19
911.48
53.00
914.04
129.00
918.03
65.32
911.75
64.72
911.50
54.00
913.83
66.17
912.42
65.16
911.70
55.00
913.71
67.42
912.92
65.53
911.96
56.00
913.54
69.36
913.44
66.18
912.09
57.00
913.20
73.93
914.75
66.58
912.25
58.00
912.84
96.87
915.50
66.83
912.95
59.00
912.63
112.20
916.22
68.95
913.64
60.00
912.47
129.00
918.08
71.85
914.49
60.50
911.93
77.62
915.26
61.00
911.72
103.21
915.62
61.50
911.62
129.05
918.07
62.00
911.69
62.50
911.67
63.00
911.71
63.50
911.81
64.00
911.86
65.00
911.93
65.70
912.07
66.50
912.19
67.00
912.60
68.00
912.82
69.00
913.29
70.00
913.63
71.00
914.03
72.00
914.39
73.00
914.63
74.00
914.77
79.00
915.16
84.00
915.58
89.00
915.39
94.00
915.36
99.00
915.48
104.00
915.56
107.00
915.68
114.00
916.5
124.00
917.84
129.00
918.06
[JEcoEngineering
A division of TU John a. McAdams Company, Inc.

920
919
918
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e 916
0
915
914
913
912
911
910
Rocky Branch Cross Section 7 - Riffle
-- __- -__ - -_
-- — Bankf
—b— Year -0, 9110/07
- Year -1, 9/23/08
--- 0— Year -2, 9/30109
e— Year-3, 8/05/10
- ' 3rand Rester -' : • Stat IC601L — _' _146 1 -C 3S H1-- -- - - 1102
-ird Yi ormg 1 _ ladkfJ.........,,, Nash ­..... • Se; 010
-2 3 8 13 18 23 28 33 38 43 48 53 58 63 68 73 78 83 88 93 98 103 108 113 118 123 128
Width from River Left to Right (ft)
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-3,2010 SURVEY DATA CROSS - SECTION: 7
PROJECT ROCKY BRANCH FEATURE: Riffle
TASK
CROSS SECTION
REACH
ROCKY BRANCH
DATE
8/02/10 to 8/05/10
CREW BUCHHOL IPARRISH/PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
31.0
Sq. ft.
Bankfull Width
23.7
fL
Bankfull Mean Depth
1.3
ft
Bankfull Max Depth
3.0
fL
Width/Depth Ratio
>12
Entrenchment Ratio
>2.2
Classification
C
Bank Height Ratio
1.0
Bankfull Elevation:
914.49
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
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ROCKY BRANCH
EEP PROJECT # 308
CROSS- SECTION: 8
Year-0
Year -1
Year -2
Year -3
Year4
Year -5
Year -6
Station ft
ley.
Station
Elev. (ft)
Station (ft)
Elev. (ft)
Station
Elev. (ft)
Station (ft) Elev. (ft)
Station (ft) Elev.
Station ft Elev. ft
0.00
916.69
0.00
916.63
0.17
916.58
0.25
916.56
5.00
916.69
23.00
916.21
11.78
916.47
19.55
916.15
10.00
916.56
37.00
915.30
28.65
916.08
36.95
915.51
15.00
916.30
42.40
914.77
31.35
915.88
38.84
916.01
20.00
916.22
44.60
914.16
39.41
915.16
44.04
915.00
25.00
916.18
45.50
913.81
42.90
914.80
44.39
914.98
30.00
915.89
46.70
913.68
44.28
914.48
46.07
914.39
35.00
915.38
47.80
913.62
45.27
914.22
46.40
914.15
38.00
915.27
48.70
913.40
46.15
914.07
47.93
914.21
41.00
914.99
49.70
913.78
46.71
913.63
48.33
914.35
42.50
914.77
51.20
914.72
47.61
913.61
48.62
914.17
43.00
914.64
57.90
914.89
48.37
913.43
48.94
914.32
43.50
914.53
60.20
915.47
48.94
913.71
50.01
914.27
44.00
914.37
79.60
915.03
49.61
913.79
51.31
914.92
44.50
914.19
50.42
914.07
55.61
915.00
45.00
914.05
50.74
914.28
58.06
915.40
45.50
913.82
51.27
914.65
61.91
915.64
46.00
913.61
51.76
914.76
79.31
915.05
46.20
913.55
58.01
914.85
46.50
913.35
60.44
915.53
47.00
913.34
70.41
915.19
47.50
913.46
80.18
915.08
48.00
913.42
48.50
913.42
49.00
913.41
49.20
913.50
49.50
913.78
50.00
914.02
50.50
914.33
51.00
914.65
51.50
914.84
52.00
914.92
53.00
914.95
55.00
914.96
57.00
914.85
59.00
915.05
60.00
915.48
63.00
915.43
66.00
915.37
70.00
915.18
75.00
915.24
80.00
915.06
®EcoEngineering
A division ofnc John R. McAdams Company. Inc.

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Rocky Branch Cross Section 8 - Riffle
— — — — — — — — — — — — — — — — — — — — — —
— — — Bankfull
- -� Year -0, 9/10107
- Year -1, 9/23108
--X Year -2, 9130109
----- Year -0, 8/05/1 0
-2 3 8 13 18 23 28 33 38 43 48 53 58 63 68 73 78
Width from River Left to Right (ft)
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A division of The John R McAdams C—pmy, I—
CROSS SECTION PLOT - LOOKING DOWNSTREAM
YEAR-3,2010 SURVEY DATA
CROSS - SECTION: 8
PROJECT ROCKY BRANCH
FEATURE:
Riffle
TASK CROSS SECTION
REACH ROCKY BRANCH
DATE 8/02/10 to 8/05/10
CREW BUCHHOLZ/PARRISH/PICKENS
Summary Data
All dimensions in feet.
Bankfull X -sec area
11.60
sq. ft.
Bankfull Width
26.40
ft,
Bankfull Mean Depth
0.40
ft,
Bankfull Max Depth
1.30
ft,
Width/Depth Ratio
>12
Entrenchment Ratio
>2.2
Classification
C
Bank Height Ratio
1.0
Bankfull Elevation:
915.40
ft.
CROSS SECTION PHOTO - LOOKING DOWNSTREAM
®EcoEngineedng
A division of The John R McAdams C—pmy, I—

930
929
928
927
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923
922
921
920
ti C
Rocky Branch
Longitudinal Profile
2010 (Year -3) Monitoring
t
YR-0 TW 9/10107
YR -1 TW 9/23/08
O YR -1 Structures
YR -2 TW 9/30109
YR -2 Structures
- --- YR -3 TW 8/2/10
YR -3 Structures
- - -YR -3 WS
0 50 100 150 200 250 300 350 400 450 500
STATION (feet)
Note: Due to slight differences in thalweg length, longitudinal profile was adjusted horizontally. Structures were used as a guide.
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Rocky Branch
Longitudinal Profile
2010 (Year -3) Monitoring
YR-0 TW 9/10/07
YR -1 TW 9/23/08
o YR -1 Structures
YR -2 TW 9/30109
_ A YR -2 Structures
YR -3 TW 8/2110
YR -3 Structures
J - - -YR -3 WS
•L
-man -ftftm— IL
916 ' 1 1 1 1 1 r
500 550 600 650 700 750 800
STATION (feet)
Note: Due to slight differences in thalweg length, longitudinal profile was adjusted horizontally. Structures were used as a guide.
850 900 950 1000
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924
923
922
921
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Rocky Branch
Longitudinal Profile
2010 (Year -3) Monitoring
YR-0 TW 9/10/07
YR -1 TW 9/23/08
O YR -1 Structures
YR -2 TW 9/30/09
YR -2 Structures
YR -3 TW 8/2/10
O YR -3 Structures
- - -YR -3 WS
914
1000 1050 1100 1150
Note: Due to, slight differences in thalweg length, longitudinal profile was
adjusted horizontally. Structures were used as a guide,
1200 1250 1300 1350 1400 1450 1500
STATION (feet)
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921
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913
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Rocky Branch
Longitudinal Profile
2010 (Year -3) Monitoring
YR-0 TW 9/10/07
YR -1 TW 9/23/08
o YR -1 Structures
YR -2 TW 9/30/09
A YR -2 Structures
- - -- YR -3 TW 8/2110
YR -3 Structures
- - -YR -3 WS
i
i
1500 1550 1600 1650 1700 1750 1800 1850 1900 1950 2000
STATION (feet)
Note: Due to slight differences in thalweg length, longitudinal profile was adjusted horizontally. Strictures were used as a guide.
®EcoEngineedng

920
919
918
917
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914
913
912
911
910
Rocky Branch
Longitudinal Profile
2010 (Year -3) Monitoring
YR -0 TW 9/10/07
YR -1 TW 9/23/08
o YR -1 Structures
YR -2 TW 9/30/09
YR -2 Structures
- YR -3 TW 8/2/10
YR -3 Structures
- -YR -3 WS
2000 2050 2100 2150 2200 2250 2300 2350 2400 2450 2500
STATION (feet)
Note: Due to slight differences in thalweg length, longitudinal profile was adjusted horizontally. Structures were used as a guide.
®EcoEngineedng
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Rocky Branch
Longitudinal Profile
2010 (Year -3) Monitoring
918
917
916
915
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911
910
909
908
YR-0 TW 9/10/07
YR -1 TW 9/23/08
o YR -1 Structures
YR -2 TW 9/30/09
YR -2 Structures
YR -3 TW 8/2110
O YR -3 Structures
- - -YR -3 WS
2500 2550 2600 2650 2700 2750 2800 2850 2900 2950 3000 3050 3100
STATION (feet)
Note: Due to slight differences in thalweg length, longitudinal profile was adjusted horizontally. Structures were used as a guide.
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3 -YEAR, 2010 SURVEY DATA
PROJECT NAME
ROCKY BRANCH
Run slopes measured =
TASK
LONGITUDINAL PROFILE
FEATURE /FACET SLOPE
REACH
ROCKY BRANCH
LENGTH, AND SPACING AND
DATE
8/2/2010 to 8/5/2010
LONGITUDINAL PROFILE DATA
CREW BUCHHOLZ/PARRISH/PICKENS
Overall water surface slope = 0.6%
0.91% n =
DESIGN MIN. MAX.
RIFFLE 293.81 22.81
3.86% MIN =
Riffle 1.1% 3.3%
WS sta. start = 52.38 ft
737.57
Run - -- - --
WS sta. end = 3107.48 ft
p -p spacing 115 161
ELEV. Start = 929.35 ft msl
12.19
0.16%
ELEV. End = 912.16 ft msl
Results
928.92
n= MIN. MEDIAN. AVG. MAX.
Riffle slopes measured =
29 0.13%
1.21% 2.10% 18.59%
Run slopes measured =
18 0.28%
6.64% 6.40% 18.78%
Pools measured =
36 15
85 84 175
All data reported in units of feet unless otherwise specified.
RIFFLE
Feature Station Length
Slope
3.27% MAX =
RIFFLE 232.94 18.58
0.91% n =
29
RIFFLE 293.81 22.81
3.86% MIN =
0.13%
RIFFLE
390.36
29.71
1.21% MEDIAN =
1.21%
RIFFLE
443.9
7.91
0.25% AVG. =
2.10%
RIFFLE
520.92
26.88
3.27% MAX =
18.59%
RIFFLE
653.73
9.63
18.59%
RIFFLE
737.57
29.79
0.13%
RIFFLE
808.53
12.19
0.16%
RIFFLE
928.92
7.65
0.52%
RIFFLE
978.12
38.61
2.23%
RIFFLE
1052.74
22.75
1.45%
RIFFLE
1097.72
20.69
4.88%
RIFFLE
1173.86
23.45
0.94%
RIFFLE
1226.15
16.38
0.92%
RIFFLE
1251.41
7.73
1.16%
RIFFLE
1275.1
37.43
1.63%
RIFFLE
1348.14
21.33
1.59%
RIFFLE
1488.04
14.37
1.74%
RIFFLE
1652.1
21.63
1.57%
RIFFLE
1733.71
26.22
0.61%
RIFFLE
1824.4
32.43
0.52%
RIFFLE
1928.19
38.52
0.65%
RIFFLE
2038.54
52.92
0.94%
Rocky Branch, 3 -Year Monitoring Data Sheet 1 of 3

3 -YEAR, 2010 SURVEY DATA PROJECT NAME ROCKY BRANCH
RIFFLE 2280.54 16.78 2.21%
RIFFLE 2355.3 33 0.67%
RIFFLE 2578.34 16.24 0.49%
RIFFLE
2666.83
29.89
1.97%
RIFFLE
2746.37
18.38
2.83%
RIFFLE
3023.43
24.25
3.05%
Feature
Station
Length
Slope
RUN
88.28
15.6
0.83% n= 18
.RUN
160.73
24.37
2.09% MIN = 0.28%
RUN
251.52
9.33
6.11%
MEDIAN =
6.64%
RUN
316.62
23.74
2.91%
AVG. =
6.40%
RUN
663.36
23.2
9.40%
MAX =
18.78%
RUN
820.72
6.23
18.78%
RUN
936.57
10.58
2.27%
RUN
1016.73
11.54
6.24%
RUN
1075.49
5.81
8.78%
RUN
1118.41
7.75
7.23%
RUN
1242.53
4.46
11.43%
RUN
1369.47
25.42
8.06%
RUN
1673.73
17.06
12.37%
RUN
1856.83
4.42
1.36%
RUN
1966.71
12.55
8.21%
RUN
2297.32
14.96
1.80%
RUN
2764.75
109.05
0.28%
RUN
3047.68
11.63
7.05%
Feature
Station
Length
p -p spacing
POOL
103.88
27
n =
36
POOL
185.1
37
81
MIN =
15 (p -p spacing)
POOL
217.29
18
32
MEDIAN =
85
POOL
260.85
15
44
AVG. =
84
POOL
275.38
18
15
MAX =
175
POOL
340.36
34
65
POOL
477.45
36
137
POOL
571.4
41
94
POOL
641.89
20
70
POOL
686.56
28
45
POOL
789.99
29
103
POOL
826.95
35
37
POOL
912.96
26
86
POOL
947.15
29
34
POOL
1028.27
20
81
POOL
1081.3
11
53
POOL
1126.16
28
45
POOL
1217.98
19
92
POOL
1246.99
5
29
POOL
1331.95
31
85
POOL
1394.89
43
63
POOL
1542.45
45
148
POOL
1617.99
23
76
POOL
1690.79
36
73
POOL
1793.54
57
103
POOL
1877.61
20
84
POOL
2008.27
51
131
Rocky Branch, 3 -Year Monitoring Data Sheet 2 of 3

3 -YEAR, 2010 SURVEY DATA PROJECT NAME ROCKY BRANCH
POOL
2118.64
37
110
POOL
2234.21
36
116
POOL
2328.99
22
95
POOL
2419.44
44
90
POOL
2517.17
58
98
POOL
2618.32
29
101
POOL
2716.24
35
98
POOL
2891.58
28
175
POOL
3059.31
32
168
Rocky Branch, 3 -Year Monitoring Data Sheet 3 of 3

Histogram
25 — -- -- — - — - ■Year 1
20 ■Year 0
O Year 2
15 OYear 3
= 10
0
5
0
,\`O N�(b ��� ���• ���(b
O•
Particle Size (mm)
EEP PROJECT ID: 308
CROSS - SECTION: 2 FEATURE: RIFFLE
Y
i
Ecosystem
PROJECT ROCKY BRANCH
TASK PEBBLE COUNT
REACH ROCKY BRANCH
DATE 8/02/2010 to 8/05/2010
CREW BUCHHOLZ /PARRISH/PICKENS
Material
Size Range mm Count
Rocky Branch
silt/clay
0 0.062
82/2010
very fine sand
0.062 0.13
fine sand
0.13 0.25
Note:
medium sand
0.25 0.5
coarse sand
very coarse sand
0.5 1
1 2
100 °!°
90%
Riffle
Pebble Count, Rocky Branch
- - - - --
very fine gravel
2 4
�"
;
fine gravel
fine gravel
4 6
6 B
800!0
„j
medium gravel
8 11
m 70%
medium gravel
coarse gravel
coarse gravel
11 16
16 22
22 32
~ 60%
U_ 50%
;i
very coarse gravel
32 45
40%
ver coarse ravel
45 64
a 30%
small cobble
64 gp
medium cobble
90 128
20%
large cobble
very large cobble
128 180
180 256
10%
°!°
small boulder
256 362
0
small boulder
362 512
0.01 0.1 1 10 100 1000 10000
medium boulder
large boulder
512 1024
1024 2048
Particle Size (mm) Cumulative Percent ♦ Percent Item
very lar a boulder
2048 4096
Size percent less than mm
Percent by substrate type
bedrock
D16
D36
D50
D84
D96
silt/clay
sand
I gravel
I cobble
boulder
bedrock
Total Particle Countj 101
0.440
0.89
8.6
37
90
3 %
40%
r 44%
1 14%
0%
0%

Histogram
50 - -- -_ —_ -- ■Year 1
a� 40 — ■Year 0
0 Year 2
a 30 0 Year 3
20
10
lUnUlk L a
0
�
00� �� �O n�`l. O� NCO ��0 �,��. O�
Particle Size (mm)
EEP PROJECT ID: 308
CROSS - SECTION: 4 FEATURE: RIFFLE
Ecosystem
W.0r Ahl
PROJECT ROCKY BRANCH
TASK PEBBLE COUNT
REACH ROCKY BRANCH
DATE 8/02/2010 to 8/05/2010
CREW BUCHHOLZ /PARRISH /PICKENS
Material
Size Rana mm Count
Rocky Branch
silt/clay
0 0.062
813/2010
very fine sand
0.062 0.13
- --
fine sand
0.13 0.25
Note:
medium sand
0.25 0.5
coarse sand
very coarse sand
0.5 1
1 2
Riffle Pebble Count, Rocky Branch
100% - -, _rr - -
90%
-
- -. —. ...,7
very fine gravel
2 4
80 °!°
fine gravel
fine gravel
4 6
6 8
medium gravel
8 11
70%
t
~ 60%
509°
'
medium gravel
coarse gravel
11 16
16 22
coarse gravel
22 32 i
1
very coarse gravel
32 45
40%
very coarse gravel
45 64
small cobble
64 9p
30%
medium cobble
90 128
20%
large cobble
128 160
10%
w
;
very large cobble
180 256
small boulder
256 362
0%
small boulder
362 512
0.01 01 1 10 100 1000 10000
medium boulder
large boulder
512 1024
1024 2048
Particle Size (mm) _- Cumulative Percent ♦ Percent Item
very lar a boulder
2048 4096
Size percent less than mm
Percent by substrate type
bedrock;
;Dli6
D35
D60
D84
D95
silt/clay
sand
ravel
cobble
boulder
bedrock
Total Particle Count: 105
A
#NIA
0.1
27
39
40%
13%
47%
0%
0%
1 09/.

Histogram
40 35 7 ■Year 1
■ Year c
30 O Year 2
25 ❑Year3
M 20
E 15 --
10 rh
5
0
Sb
Particle Size (mm)
EEP PROJECT ID: 308
CROSS - SECTION: 7 FEATURE: RIFFLE
r�
Ecosystem
{'Y.Si C: KAM
PROJECT ROCKY BRANCH
TASK PEBBLE COUNT
REACH ROCKY BRANCH
DATE 8/02/2010 to 8/05/2010
CREW BUCHHOLZ/PARRISH/PICKENS
Material
Size Range mm Count
Rocky Branch
silt/clay
0 0.062
0.062 0.13
8!4/2010
very fine sand
fine sand
0.13 0.25
Note:
medium sand
0.25 0.5 i
coarse sand
very coarse sand
0.5 1
1 2
Riffle Pebble Count, Rocky Branch
100%
90 °!°
very fine gravel
2 4
80%
fine gravel
fine gravel
4 6
6 8
medium gravel
8 11 7
L 70%
~ 60%
medium gravel
coarse gravel
11 16
16 22
°f°
coarse gravel
22 32
very coarse gravel
very coarse gravel
32 45
45 64
40%
30%
small cobble
64 90
d
medium cobble
90 128
20%
large cobble
128 180
10%
°f°
very large cobble
180 256
small boulder
256 362
0
small boulder
362 512
0.01 0.1 1 10 100 1000 10000
medium boulder
large boulder
512 1024
1024 2048
Particle Size (mm) — +— Cumulative Percent ♦ Percent Item
very large boulder
2048 4096
Size percent less than mm
Percent b substrate type
bedrock
D16
D35
D50
D84
D95
silt /clay
sand
gravel
cobble
boulder
bedrock
Total Particle Count:1 100
#N /A 1
0.15
1 0.4
1 2
1 21 %
r 40%
39%
0%
0%
1 0%

EEP PROJECT ID: 308
CROSS - SECTION: 8 FEATURE: RIFFLE
"
E s,stem
.0t,k AN!
PROJECT ROCKY BRANCH
TASK PEBBLE COUNT
REACH ROCKY BRANCH
DATE 8/02/2010 to 8/05/2010
CREW BUCHHOLZ /PARRISH/PICKENS
Material
Size Range mm Count
Histogram
Rocky Branch
silt/clay
0 0.062
8140-010
very fine sand
0.062 0.13
- --
fine sand
0.13 0.25
■Year 1
Note:
40
0.25 0.5
■ Year 0
y
0.5 1
1 2
Riffle Pebble Count, Rocky Branch
100% T, —•—• - T...�. - - T r_,� r
90%
very fine gravel
2 4
OYear 2
30
O Year 3
4 6
6 8
c�
medium gravel
8 11 I
70%
20
111
co
F- 60%
c
medium gravel
coarse gravel
0
10
ii 50%
.
f
coarse gravel
22 32
�.
0
A1111 I
very coarse gravel
32 45
40%
CU
N M LO U-)
N'qt Cfl 0 r (D N N M'IT O 00 O (D N
N d' CO Cfl
CD � N O
�- �- N M d' CD M N Co LO CD
N d' M
small cobble
64 90
9 p 6
� T- N M
LO O O O
CD
�- N d'
medium cobble
90 128
Particle Size (mm)
EEP PROJECT ID: 308
CROSS - SECTION: 8 FEATURE: RIFFLE
"
E s,stem
.0t,k AN!
PROJECT ROCKY BRANCH
TASK PEBBLE COUNT
REACH ROCKY BRANCH
DATE 8/02/2010 to 8/05/2010
CREW BUCHHOLZ /PARRISH/PICKENS
Material
Size Range mm Count
Rocky Branch
silt/clay
0 0.062
8140-010
very fine sand
0.062 0.13
- --
fine sand
0.13 0.25
Note:
medium sand
0.25 0.5
coarse sand
very coarse sand
0.5 1
1 2
Riffle Pebble Count, Rocky Branch
100% T, —•—• - T...�. - - T r_,� r
90%
very fine gravel
2 4
80%
fine gravel
fine gravel
4 6
6 8
medium gravel
8 11 I
70%
co
F- 60%
medium gravel
coarse gravel
11 16
16 22
ii 50%
.
f
coarse gravel
22 32
�.
very coarse gravel
32 45
40%
CU
very coarse aravel
45 64
small cobble
64 90
a 30%
medium cobble
90 128
200/c
10%
large cobble
128 180
♦;
very large cobble
180 256
small boulder
256 362
0%
small boulder
362 512
0.01 0.1 1 10 100 1000 10000
medium boulder
large
large boulder
512 1024
1024 2048
Particle Size (mm) Percent ♦ Percent Item
Size percent less than mm
Percent by substrate type
very lar a boulder
2046 4096
L
bedrock
-D16 I
D35
I D50
I D84
D95
silt/clay sand
gravel
cobble
boulder
bedrock
Total Particle Count: 100
#N /A r
#N /A
1 01
1 18
25
1 43% r 24%
33%
0%
0%
1 0%

APPENDIX E
Wetland Assessment
(omitted — not applicable)