20031306 Ver 1_Year 6 Monitoring Report_20110902

03 -(306
Shepherds Tree Stream and Wetland Restoration
EEP Project No. 333
2010 Monitoring Report: Year 6
Construction Completed: 2004
Submission Date: February 2011
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Jordan, Jones and Goulding
309 East Morehead Street, Suite 110
Charlotte, NC 28202
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Ecgsystem
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NCDENR
Prepared for:
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RECEIVED E®
NCDENR -EEP
S E P - 2 2011
1652 Mail Service Center
Raleigh, NC 27699
NC ECOSYSTEM
ENHANCEMENT PROGRAM
Prepared by:
Jordan, Jones and Goulding
309 East Morehead Street, Suite 110
Charlotte, NC 28202
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Ecgsystem
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NCDENR

Table of Contents
SECTION I — EXECUTIVE SUMMARY
1 1 Goals and Objectives 1 -1
12 Vegetative Assessment 1 -2
13 Stream Assessment 1 -3
14 Wetland Assessment 1 -3
1 5 Annual Monitoring Summary 1 -4
SECTION 2 — METHODOLOGY
2 1 Methodology 2 -1
SECTION 3 — REFERENCES
SECTION 4 — APPENDICES
List of Appendices
Appendix 1— General Figures and Plan Views
1 1 Project Vicinity Map
12 Current Condition Plan View
Appendix 2 — General Project Tables
2 1 Project Mitigation Structure and Objectives
2 2 Project Activity and Reporting History
2 3 Project Contacts
2 4 Project Attribute Table
Appendix 3 — Vegetation Assessment Data
3 1 Vegetation Plot Mitigation Success
3 2 Vegetation Monitoring Plot Photos
3 3 Vegetation Plot Summary Data Table
3 4 Vegetation Condition Assessment
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Page u
Table of Contents
Appendix 4 — Stream Assessment Data
4 1 Stream Station Photos
4 2 Qualitative Visual Stability Assessment
4 3 Verification of Bankfull Events
4 4 Cross - Section Plots and Raw Data Tables
Appendix 5 — Wetland Assessment Data
5 1 Precipitation — Water Level Plots for Gauges
5 2 Wetland Criteria Attainment
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

m-l"
SECTION I
EXECUTIVE SUMMARY

SECTION 1
EXECUTIVE SUMMARY
The Shepherds Tree Stream and Wetland Restoration Project (Site) was developed as a North
Carolina Department of Transportation (NCDOT) project and is located in Iredell County,
southeast of Statesville between Triplett Road (SR 2362) and Knox Farm Road (SR 2363)
(Appendix 1 1) The Shepherds Tree main channel and its tributary are a first order stream of
Third Creek, located within the Yadkin River watershed (HUC 03040102) The site drams
approximately 106 square miles, occupying approximately 160 acres within the 2, 10, and 100
year floodplain of Third Creek The stream and wetland enhancement /restoration was designed
by KCI Associates of North Carolina, PA Construction activities were completed in 2004
Monitoring has been conducted annually from 2005 to present
Beaver have been plentiful and persistent in making use of the channel since construction As
per correspondence with North Carolina Ecosystem Enhancement Program ( NCEEP), a wildlife
control contractor was dispatched by NCEEP on 5 separate control efforts to remove the beaver
and the associated dams so that the stream could be evaluated under a fluvial state as opposed to
one of partial impoundment The intense drought that impacted the area from late 2006 to early
2009 also contributed to the basis for survey delays in that the areas not intermittently
impounded by beaver exhibited little to no flow through much of this time period Due to some
remnant dam material left by the contractor and the rapid recolonization by beaver after each
control effort, impoundment and backwater conditions were observed to varying degrees
between 2007 and 2010 The small channel size in combination with the extensive acreage of
the Site and the apparent abundant beaver population make this a particularly challenging site to
monitor As such, the Site has been under constant (monthly) monitoring by NCEEP's wildlife
control contractor for the last year
This report serves the sixth year of monitoring for the Site
1.1 Goals and Objectives
Historically, the Site was utilized for agricultural activities and improvement projects through the
Civilian Conservation Corps, resulting in the re- alignment, ditching and berming of Third Creek
Adjacent floodplains and streams were also cleared, dramed, and ditched These activities are
thought to have inhibited stream and wetland function within the Site, resulting in a degraded
riparian community
The main goal of the project was to re- establish an integrated wetland- stream complex that likely
existed on the Site before its historic disturbance This wetland- stream complex was proposed to
restore ecosystem processes, stricture, and composition to mitigate for wetland functions and
values that have been lost as a result of human induced disturbances in the Yadkin River Basin
The proposed mitigation plan included stream, wetland, and riparian restoration components
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Page 1 -2
Executive Summary
The project consisted of restoring approximately 10,704 linear feet of stream, 91 acres of
forested wetland, and 5 acres of emergent wetland The stream restoration component consisted
of restoring approximately 9,904 linear feet of perennial stream and 800 linear feet of
intermittent stream A sinuous, stable pattern, with riffle -pool bed features was constructed In-
stream structures were installed to provide bank stabilization, habitat, and maintain grade
control Wetland restoration consisted of plugging and filling agricultural ditches and planting
native vegetation Riparian areas were planted with native bare root seedlings and herbaceous
cover to enhance the riparian areas, improve habitat, and stabilize streambanks
Appendix 2 provides detailed project activity, history, contact information, and watershed/site
background information for this project
1.2 Vegetative Assessment
The 2010 (year 6) vegetative assessment and vegetative plot analysis was conducted in
September 2010 Vegetation assessments were conducted following the NCEEP 2004 Stem
Counting Protocol, which consists of counting woody stems within the established vegetation
plots Approximately 91 acres were planted with various native hardwood tree and shrub species
for the Site Previous monitoring reports indicated that ten 50 ft by 50 ft (0 057 acres)
monitoring plots were established by NCDOT for this project During the 2006 monitoring year,
fourteen vegetative plots were identified and monitored, which is different than the ten originally
reported to have been established The following success goals for vegetation were established
for the Site
■ 320 stems per acre years 1 through 3
■ 290 stems per acre year 4
■ 260 stems per acre year 5
The 2010 vegetation monitoring results indicated that the Site is meeting vegetative success
criteria Although, not all the plots meet the success criteria individually (Plots 2, 5, and 10), the
average site density is approximately 436 planted stems per acre, which exceeds the year 5 goal
of 260 planted stems per acre There is an average of 42 live planted stems per plot A review of
the natural recruits monitored indicated an increase in the average site density to approximately
1,321 stems per acre with an average of 99 recruitment stems per plot The total number of
native woody species per plot ranged from 8 -15, indicating good diversity as well Plots 2, 5,
and 10 also meet the success criteria with the addition of natural recruits, 289, 232, and 232
planted stems per acre, respectively Some loss of streambank vegetation was evident in
previous monitoring years due to beaver activity, however, the overall growth of the streambank
vegetation is good and appears to have improved over the past few years This is most likely due
to the resprouting of suspected dead saplings and new volunteer species
Throughout the Site and along the easement fencing, Kudzu (Pueraria lobata) encroachment has
remained an issue Near and within vegetation Plot 8, Kudzu has dominated the vegetation along
the stream channel and is strangling planted woody species During the 2010 monitoring year,
NCEEP initiated active exotic invasive vegetation treatments to control the Kudzu An
additional follow up treatment will be conducted in 2011 as well Please refer to Appendix 12
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Paae 1 -3
Executive Summary
for specific information on the areas of concern The Site has met the vegetation success criteria
requirements for monitoring year 6 (2010) Although a few of the plots did not meet the
vegetation success threshold (Plots 2, 5, and 10), the inclusion of the natural woody recruits to
the Plot's woody planted stem density resulted in the Plot being considered successful Please
refer to Appendix 3 for detailed information on the 2010 vegetation data results
1.3 Stream Assessment
Morphological measurements for the 2010 monitoring year consisted of a cross - section re- survey
and a general stability assessment to comply with the scope of monitoring specified in the permit
conditions The dimensional measurements were not evaluated in 2007 or 2008 as per
consultation with NCEEP due to the aforementioned reasons of partial, periodic impoundment
and low flow due to drought In lieu of a complete morphological survey, the main channel and
its tributary were visually assessed from the upstream point of the project (approximately 285 if
upstream of Triplett Road) to the confluence with Third Creek in 2007 and 2008 In 2009, the
cross - sectional surveys were resumed Certain areas have been impacted by beaver activity,
resulting in inundated, backwater conditions for extended periods in previous monitoring years
This has most likely attributed to the areas of aggradation and in- stream vegetation that have
developed within the Site
Overall, the present stream dimensions along Shepherds Tree appear to be stable with some areas
of minor aggradation The average bankfull width (11 56 ft) of the surveyed cross - sections is
higher than the proposed 10 20 ft and the average surveyed mean bankfull depth is 141 ft
compared to the proposed 1 85 ft The surveyed bankfull widths and depths lead to an average
Width/Depth (W /D) ratio of 9 12, which has increased since the 2006 (6 37) and 2009 (8 85)
monitoring years A few of the cross - sections (1, 2, and 7) have illustrated an increase in
sediment deposition from the previous monitoring year Other cross - sections that were
previously experiencing aggradation, have either scoured out (5 and 8) or have remained the
same (6 and 11) Most of these changes can be attributed to the beaver activity and state wide
drought conditions that have occurred over the past six monitoring years With control of beaver
activity and time to allow for higher flow events, the system should continue to flush out finer,
aggraded sediments
Four surface gauges are located within the Shepherds Tree project site (three on the main
channel and one on the tributary) More than one bankfull or greater event was recorded on the
the main channel and its tributary during the 2010 monitoring year Due to an on -going
malfunction with surface gauge 2 in 2010, visual assessments, such as wrack lines, were used in
lieu of the surface gauge to verify that a bankfull or greater event occurred along the tributary
Please refer to Appendix 4 for detailed stream data tables and plots and Appendix 12 for the
location of the monitoring features and current conditions for the 2010 monitoring year
1.4 Wetland Assessment
Seventeen automated groundwater monitoring gauges and four surface water gauges are located
on Site The monitoring gauges are programmed to download water levels daily and were
downloaded monthly in order to capture hydrologic data during the growing season The target
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

1 -4
Executive Summary
wetland hydrology success criterion is saturation or inundation for at least 8 percent (15 days) of
the growing season in the lower landscape (floodplam) locations To achieve the stated
hydrologic success criterion, groundwater levels need to be within 12 -mches of the ground
surface for 15 consecutive days of the April 14 to October 24 growing season
Groundwater monitoring results from the 2010 monitoring year indicated that twelve of the
seventeen groundwater gauges (l, 2, 4, 6, 8, 11, 12, 13, 14, 15, 16, and 17) achieved the wetland
success criteria of saturation for 15 consecutive days (8 %) during the growing season Gauges 3,
5, 7, 10, and 18 did not meet the wetland success criteria Topographic constraints may be
contributing to the lack of wetland hydrological success at these gauges Within the wetland
zones, hydrophytic vegetation and hydrology indicators have developed Hydrophytic vegetation
consists of a thick herbaceous layer of sedge species (Carex spp ), rush species (Juncus spp ),
and bulrush species (Scirpus spp ) Please refer to Appendix 5 for wetland plots and a summary
of wetland criteria attainment
1.5 Annual Monitoring Summary
Overall, the Site is meeting mitigation goals in the majority of the proposed areas Some zones
are exhibiting lower vegetation densities and some gauges are not meeting the hydrologic
thresholds The Site will continue to be controlled for beaver activity on a monthly basis and
will be monitored again in 2011 to further assess the Site's success and to allow the streams and
wetlands to return to a more typical hydrologic flow regime
The background information provided in this report is referenced from the NCDOT mitigation
plan (prepared by KCI) and the previous monitoring report prepared by Soil and Environmental
Consultants Summary mformation/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 plan documents available on NCEEP's website All raw data supporting the tables
and figures in the appendices is available from NCEEP upon request
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

JJG
SECTION 2
METHODOLOGY

SECTION 2
METHODOLOGY
2.1 Methodology
Methods employed for the Site were a combination of those established by standard regulatory
guidance and procedures documents (see below), the Shepherds Tree Mitigation Plan (state
project no 6 769001t) submitted by the NCDOT (prepared by KCI) and the Soil and
Environmental Consultants monitoring reports Vegetation assessments were conducted
following the NCDOT protocol which consists of counting woody stems within the established
vegetation plots JJG used the Flora of the Carolinas, Virginia, Georgia, and surrounding areas
by Alan S Weakley as the taxonomic standard for vegetation nomenclature for this report
Precipitation data for the hydrographs was obtained from an off -site resource in Statesville, NC
weather station (the nearest station offering daily precipitation data) through Weather
Underground URL (http //www wunderground com/history /auport/KSVH /2008 /1 /1 /Custom
History html ?dayend =31 &monthend= l0 &yearend= 2008 &req cit3 = NA &req state= NA &req sta
tename= NA &MR =1)
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

iiC�
SECTION 3
REFERENCES

SECTION 3
REFERENCES
Martin, W and Nunnally, N 2001 Air and Water An Introduction to the Atmosphere and the
Hydrosphere Kendall/Hunt Publishing Company, Dubuque, Iowa
NCDOT 2001 Shepherds Tree Mitigation Plan (state project no 6 769001t) Raleigh, NC
Rosgen, D L (1996) Applied River Morphology Wildland Hydrology Books, Pagosa Springs,
CO
Soil and Environmental Consultants, PA 2006 Shepherds Tree Stream and Wetland Restoration
2005 Annual Monitoring Report (Year 1) Raleigh, NC
State Climate Office of North Carolina (SCONC) 2007 Data retrieval from Statesville for
1948 -01 -01 through 2007 -01 -01 NC CRONOS Database, Raleigh, North Carolina
USACOE (2003) Stream Mitigation Guidelines USACOE, USEPA, NCWRC, NCDENR-
DWQ
USACOE (1987) Corps of Engineers Wetlands Delineation Manual Tech report Y -87 -1
AD /A 176
Weakley, A S 2008 Flora of the Carolinas, Virginia, Georgia, Northern Florida, and
Surrounding Areas (Draft April 2008) University of North Carolina at Chapel Hill Chapel Hill,
NC
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Appendix 1 - General Figures and Plan Views
Appendix 2 - General Project Tables
Appendix 3 - Vegetation Assessment Data
Appendix 4 - Stream Assessment Data
Appendix 5 - Wetland Assessment Data
Shepherds Tree Monitoring Report
EEP Project No 333
SECTION 4
APPENDICES
February 2011
Monitoring Year 6

IN
APPENDIX 1
GENERAL FIGURES AND PLAN VIEWS
1.1 Project Vicinity Map
1.2 Current Condition Plan View
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

2360
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Restoration
0 Conservation Easement
Directions to the site:
V
From Charlotte, NC take 1-77 north to Statesville. Take exit 49A and go
east on US 70. Follow US 70 approximately six miles to Triplett Rd., turn
2,000 1,000
11 2,000
Feet
right. Travel for 1.5 miles, site is on the left.
Appendix 1.1 Project Vicinity Map
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
,:dj Iredell County, NC
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Monitoring Year 6
Submittal Date: February 2010

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NCDOT— SHEP -2
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NOTES:
1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE.
EEP PROJECT NO. 333
IREDELL COUNTY,
NORTH CAROLINA
MONITORING YEAR 6
NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
CURRENT CONDITION PLAN VIEW
FIGURE 1 OF 6

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NOTES:
1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE.
EEP PROJECT NO. 333
IREDELL COUNTY,
NORTH CAROLINA
MONITORING YEAR 6
NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
i'I) 1 �In�;cl t
CURRENT CONDITION PLAN VIEW
FIGURE 2 OF 6

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NOTES:
1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE.
EEP PROJECT NO. 333
NORTH COUNTY,
NORTH CAROLINA
MONITORING YEAR 6
09
NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
1 CURRENT CONDITION PLAN VIEW
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NOTES:
1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE.
EEP PROJECT NO. 333
IREDELL COUNTY,
NORTH CAROLINA
MONITORING YEAR 6
Ln
NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
CURRENT CONDITION PLAN VIEW
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NOTES:
1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE.
EEP PROJECT NO. 333
IREDELL COUNTY,
NORTH CAROLINA
MONITORING YEAR 6
NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
CURRENT CONDITION PLAN VIEW
FIGURE 4 OF 6

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1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE.
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EEP PROJECT NO. 333
NORTH COUNTY,
N MONITORING YEAR 6 ORTH CAROLINA
N
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NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
CURRENT CONDITION PLAN VIEW
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NOTES:
1. GENERAL SITE DATA PROVIDED BY NCEEP.
2. ALL LOCATIONS ARE APPROXIMATE,
EEP PROJECT NO. 333
IREDELL COUNTY,
NORTH CAROLINA
MONITORING YEAR 6
NC ECOSYSTEM ENHANCEMENT PROGRAM
SHEPHERDS TREE STREAM & WETLAND RESTORATION
DATE DECEMBER 2010
SCALE 1" =100'
JOB NO.: JJX31100
APPENDIX 1.2
CURRENT CONDITION PLAN VIEW
FIGURE 6 OF 6

ji-6
APPENDIX 2
GENERAL PROJECT TABLES
2.1 Project Mitigation Structure and Objectives
2.2 Project Activity and Reporting History
2.3 Project Contacts
2.4 Project Attribute Table
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Appendix 2.1 Project Mitigation Structure and Objectives
Shepherds Tree Stream and Wetland Restoratton/EEP Project #333
Monitoring Year 6
-Linear
Mitigation
Footage or
Stationing a
Segment/Reach, °
Type
Approach
°'_' Acre`s
(ft)
Comments,,
_
_=
Channel restoration, relocation with
Perennial Mamstem Reach
R
P1
9,904 If
0 +00 -99 +04
use of grade control and bank
protection structures
Channel restoration, relocation with
Intermittent Tributary
R
P 1
800 If
0 +00 -8 +00
use of grade control and bank
protection structures
Restoration/Enhancement of
Piedmont/Mountam
R
-
48 56 acres
bottomland hardwood communities
Bottomland Hardwood Forest
N/A
by breaching channel berms, plugging
drainage ditches and revegetation
C
-
37 71 acres
Restoration /Enhancement of swamp
Piedmont/Mountain Swamp
hardwood communities by breaching
Hardwood Forest
R
-
5 acres
N/A
channel berms, plugging drainage
ditches and revegetation
Preservation of an existing levee
Low Elevation Seep
P
-
4 54 acres
N/A
forest
Phase III
R
PI
284 If
N/A
Channel Relocation
- Component Summations
° -
Wetland (ac)
Non -
Restoration Level
Stream (If)
Riparian
Riparian
Upland (ac)
Buffer (ac)
BMP
Restoration (R)
10,988
53 56
N/A
N/A
N/A
N/A
Enhancement (E)
N/A
N/A
N/A
N/A
N/A
N/A
Enahncement I (E)
N/A
N/A
N/A
N/A
N/A
N/A
Enhancement I1(E)
N/A
N/A
N/A
N/A
N/A
N/A
Creation (C)
N/A
3771
N/A
N/A
N/A
N/A
Preservation (P)
N/A
454
N/A
N/A
N/A
N/A
HQ Preservation (P)
N/A
N/A
N/A
N/A
N/A
N/A
Totals
10,988
95.61
N/A
N/A
N/A
N/A

Appendix 2.2 Project Activity and Reporting History
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Monitoring Year 6
Elapsed Time Since Grading Complete: 6 Years
Elapsed Time Since Planting Complete: Unknown
Number of Reporting Years: 6
Activity or Report
Data Collection Completed
Actual Completion or Delivery
Restoration Plan
N/A
Jun -01
Final Design -90%
N/A
N/A
Construction
N/A
2004
Temporary S &E mix applied to entire project
area*
Fall 2001
Fall 2001
Permanent seed mix applied to reach
Spring 2002
Spring 2002
Mitigation Plan/ As -Built (Year 0 Monitoring)
Jun - 01/2004
Jun - 01/2004
Year 1 Monitoring **
2005
Feb -06
Year 2 Monitoring **
2006
Jan -07
Year 3 Monitoring **
2007
Nov -07
Year 4 Monitoring **
2008
Dec -08
Year 5 Monitoring **
2009
Jan -10
Year 6 Monitoring **
2010
Dec -10
Year 7 Monitoring
TBD
TBD
*Seed and mulch is added as each section of construction is completed
* *Data is collected throughout the monitoring year

Appendix 2.3 Project Contacts Table
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Monitoring Year 6
Designer
KCI Associates of North Carolina, PA
Suite 200 Landmark Center I
4601 Six Forks Rd
Raleigh, NC 27609
Contractor's Name Phase
NCDOT Highway Maintenance
Contractor's Name (Phase II
Northstate Environmental
Contractor's Name (Phase III)
NCDOT Bridge and Highway Maintenance
Planting Contractor
Unknown
Seeding Contractor
Unknown
Monitoring Performers
Jordan, Jones and Goulding
309 E Morehead Street, Suite 110
Charlotte NC 28202
Stream Monitoring, POC
Alison Nichols, 704 -527 -4106 ext 227
Vegetation Monitoring, POC
Wetland Monitoring, POC

Table 2.4 Project Attribute Table
Shepherds Tree Stream and Wetland Restoration /EEP Protect #333
Monitoring Year 6
Project County
Iredell North Carolina
Ph sio ra hic Region
Piedmont
Ecore ton
Outer Piedmont
Project River Basin
Yadkin
USGS RUC for Project 14 dirt
03040102040030
NCDW Sub -basin for Project and Reference
03 -07 -06
Within extent of EEP Watershed Plan9
U
WRC Class Warm Cool Cold
U
% of project easement fenced or demarcated?,
100%
Beaver activity observed during design hase9
U
Restoration Component Attribute Table
Main Channel Tributary
Drainage Area (sq mt
2 17
Stream Order
1 st
Restored Length ft
9904 13
800
Perennial or Intermittent
Perennial
Perennial
Watershed type Rural Urban Developing)
Rural
Watershed LULC Distribution
Agriculture
-
Commercial
-
Public /Institutional
-
Residential
Transportation
-
Watershed Impervious Cover %
—10%
NCDW AU /Index number
-
NCDWQ classification
C
303d listed?
No
Upstream of a 303d listed sedment9
No
Reasons for 303d listing or stressor
N/A
Total acreage of easement
164 9 acres
Total vegetated acreage within the easement
U
Total planted acreage as part of the restoration
U
Ros en classification of the pre-existing
U
N/A
Ros en classification of the As -Built
E5
N/A
Valley Type
U
Valley sloe
U
Valley side slope range
U
Valley toe slope range
U
Cowardin classification
R2U3B4
Trout waters designation
No
Species of concern endangered, etc ? (Y/N )
N/A
Dominant soil series and characteristics
Chewacla, Conagree
Series
Chewacla
Congaree
Depth
-
-
Clay %
-
-
K
-
-
T
-
-
"N /A" items do not apply / " -" items are unavailable / "U" items are unknown

JJS
APPENDIX 3
VEGETATION ASSESSMENT DATA
3.1 Vegetation Plot Mitigation Success
3.2 Vegetation Monitoring Plot Photos
3.3 Vegetation Plot Summary Data Table
3.4 Vegetation Condition Assessment
Shepherds Tree Monitormg Report February 2011
EEP Project No 333 Monitormg Year 6

Appendix 3.1 Vegetation Plot Mitigation Success
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Monitoring Year 6
Vegetation Plot ID
Vegetation Survival Threshold
Met
(Y /N)
Plot 1
Y
Plot 2
N
Plot 3
Y
Plot 4
Y
Plot 5
N
Plot 6
Y
Plot 7
Y
Plot 8
y
Plot 9
y
Plot 10
N
Plot 11
Y
Plot 12
Y
Plot 13
y
Plot 14
Y

Vegetation Plot 1
(10/2010)
Vegetation Plot 3
(10/2010)
Vegetation Plot 2
(10/2010)
Vegetation Plot 4
(10/2010)
Prepared For: Appendix 3.2 Vegetation Monitoring Plot Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
r-�-f Monitoring Year 6
l c? iu nu i ?t
r Submittal Date. February 2011
Prepared By:
opt

Vegetation Plot 5
(10/2010)
Vegetation Plot 7
(10/2010)
Vegetation Plot 6
(10/2010)
Vegetation Plot 8
(10/2010)
Prepared For:
Appendix 3.2 Vegetation Monitoring Plot Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
r-'I , Monitoring Year 6
1,ti �:�tmenl Submittal Date: February 2011
Prepared By:
Opt

Vegetation Plot 9
(10/2010)
Vegetation Plot 11
(10/2010)
Vegetation Plot 10
(10/2010)
Vegetation Plot 12
(10/2010)
Prepared For: Appendix 3.2 Vegetation Monitoring Plot Photos
.rte Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
J� Monitoring Year 6
1 ai Submittal Date: February 2011
Prepared By:
;R

Vegetation Plot 13
(10/2010)
Vegetation Plot 14
(10/2010)
Prepared For:
Appendix 3.2 Vegetation Monitoring Plot Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
r-�-
Monitoring Year 6
III »1 , te1cht Submittal Date: February 2011
Prepared By:
Ire

de
/EEP Project #333
Current Data i i
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Appendix 3 4 Vegetation Condition Assessment
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Planted Acreage 91
Vegetation Category
Definitions
Mapping
Threshold
(acres)
Number of
Polygons
Combined
Acreage
% of
Planted
Acreage
Bare Areas
Very limited cover of both woody and herbaceous material
0 1
0
0
0%
Low Stem Density Areas
Woody stem densities clearly below target levels based on MY3, 4, or 5 stem count criteria
0 1
0
0
0%
Total
.0
- 0 _
0 %' ='
Areas of Poor Growth Rates or Vigor
Areas with woody stems of a size class that are obviously small given the monitoring year
025
0
0
10%
Easement Acreage 1649
U Unknown
Mapping
% of
Threshold
Number of
Combined
Planted
Vegetation Category
Definitions
(SF)
Polygons
Acreage
Acreage
Invasive Areas of Concern
Areas of points (if too small to render as polygons at map scale)
1000
3
U
U
Various
Easement Encroachment Areas
Areas of points (if too small to render as polygons at map scale)
none
U
U
Locations
U Unknown

APPENDIX 4
STREAM ASSESSMENT DATA
4.1 Stream Station Photos
4.2 Qualitative Visual Stability Assessment
4.3 Verification of Bankfull Events
4.4 Cross - Section Plots and Raw Data Tables*
*Raw data tables have been provided electronically
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Photo Point 1- Vegetation Plot
(10/2010)
Photo Point 2 -View Upstream Photo Point 2 -View Downstream
Main Channel (7/2010) Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos Prepared By:
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
�7 Monitoring Year 6
1.11 _er�lca�t Submittal Date: February 2011

Photo Point 3 -View Upstream
Main Channel (7/2010)
Photo Point 3 -View Downstream
Main Channel (7/2010)
Photo Point 4 -View Upstream Photo Point 4 -View Downstream
Main Channel (7/2010) Main Channel (7/2010)
Prepared For: Prepared By:
Appendix 4.1 Stream Station Photos
�. Shepherds Tree Stream and Wetland Restoration /EEP Project No. 333
7 Monitoring Year 6
3 i z< z <<r�,�•r t Submittal Date: February 2011

Photo Point 5 -View Upstream
Main Channel (7/2010)
Photo Point 5 -View Downstream
Main Channel (7/2010)
Photo Point 6 -View Upstream Photo Point 6 -View Downstream
Main Channel (7/2010) Main Channel (7/2010)
Prepared For: Prepared By:
Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
�7 Monitoring Year 6
�{ raj r��ic�lt Submittal Date: February 2011

Photo Point 7 -View Upstream
Main Channel (7/2010)
Photo Point 8 -View Upstream
Main Channel (7/2010)
Photo Point 7 -View Downstream
Main Channel (7/2010)
Photo Point 8 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
1r7 Monitoring Year 6
T,'
jai ei��crlt Submittal Date: February 2011
Prepared By:

Photo Point 9 -View Upstream
Main Channel (7/2010)
Photo Point 9 -View Downstream
Main Channel (7/2010)
Photo Point 10 -View Upstream Photo Point 10 -View Downstream
Main Channel (7/2010) Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos Prepared By:
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
�� Monitoring Year 6
i 1 lI : — it Submittal Date: February 2011 ig

Photo Point 11 -View Upstream
Main Channel (7/2010)
Photo Point 13 -View Upstream
Main Channel (7/2010)
Photo Point 11 -View Downstream
Main Channel (7/2010)
Photo Point 13 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
r �
Monitoring Year 6
J i tl CImIit Submittal Date: February 2011
Prepared By:
ire

Photo Point 14 -View Upstream
Main Channel (7/2010)
Photo Point 15 -View Upstream
Main Channel (7/2010)
Photo Point 14 -View Downstream
Main Channel (7/2010)
Photo Point 15 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
�7 Monitoring Year 6
I ,►7 ��t mrr�t Submittal Date: February 2011
Prepared By:
01

Photo Point 16 -View Upstream
Main Channel (7/2010)
Photo Point 17 -View Upstream
Main Channel (7/2010)
Photo Point 16 -View Downstream
Main Channel (7/2010)
Photo Point 17 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
r_�s Monitoring Year 6
1,11 Submittal Date: February 2011
Prepared By:
im

Photo Point 18- Vegetation Plot (7/2010)
Photo Point 19 -View Upstream
Main Channel (7/2010)
Photo Point 19 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
r'' Monitoring Year 6
I�,n ial Yment Submittal Date: February 2011
Prepared By:
iffl

Photo Point 20 -View Upstream
Main Channel (7/2010)
Photo Point 21 -View Upstream
Main Channel (7/2010)
Photo Point 20 -View Downstream
Main Channel (7/2010)
Photo Point 21 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
�.` Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
Monitoring Year 6
.� 111 'L111Cli� Submittal Date: February 2011
Prepared By:

Photo Point 22 -View Upstream
Main Channel (7/2010)
Photo Point 23 -View Upstream
Main Channel (7/2010)
Photo Point 22 -View Downstream
Main Channel (7/2010)
Photo Point 23 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
�7 Monitoring Year 6
� �tcm
I .r �,��,_;i;�,, Submittal Date: February 2011
Prepared By:
IT

Photo Point 24 -View Upstream
Main Channel (7/2010)
Photo Point 25 -View Upstream
Main Channel (7/2010)
Photo Point 24 -View Downstream
Main Channel (7/2010)
Photo Point 25 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
Monitoring Year 6
I i �aa cnitrt� Submittal Date: February 2011
Prepared By:
;R

Photo Point 26 -View Upstream
Main Channel (7/2010)
Photo Point 27 -View Upstream
Main Channel (7/2010)
Photo Point 26 -View Downstream
Main Channel (7/2010)
Photo Point 27 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
Monitoring Year 6
�' 1 l,'ll "l'1i1C911 Submittal Date: February 2011
Prepared By:
re

Photo Point 28 -View Upstream
Main Channel (7/2010)
Photo Point 30 -View Upstream
Main Channel (7/2010)
Photo Point 28 -View Downstream
Main Channel (7/2010)
Photo Point 30 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
�7 Monitoring Year 6
V-11 I'l -1 I.Cht Submittal Date: February 2011
Prepared By:
;R

Photo Point 31 -View Upstream
Main Channel (7/2010)
Photo Point 32 -View Upstream
Main Channel (7/2010)
Photo Point 31 -View Downstream
Main Channel (7/2010)
Photo Point 32 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration /EEP Project No. 333
Ecomfem Monitoring Year 6
ill Submittal Date: February 2011
Prepared By:
0

Photo Point 33 -View Upstream
Main Channel (7/2010)
Photo Point 34 -View Upstream
Main Channel (7/2010)
Photo Point 33 -View Downstream
Main Channel (7/2010)
Photo Point 34 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
4 Monitoring Year 6
l �i Submittal Date: February 2011
Prepared By:

Photo Point 35 -View Upstream
Main Channel (7/2010)
Photo Point 36 -View Upstream
Main Channel (7/2010)
Photo Point 35 -View Downstream
Main Channel (7/2010)
Photo Point 36 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
Monitoring Year 6
i n tat TIN u�Ilt Submittal Date: February 2011
Prepared By:
0

Photo Point 37 -View Upstream
Main Channel (7/2010)
Photo Point 38 -View Upstream
Main Channel (7/2010)
Photo Point 37 -View Downstream
Main Channel (7/2010)
Photo Point 38 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
Monitoring Year 6
Eri iarn Submittal Date: February 2011
Prepared By:
0

Photo Point 39 -View Upstream
Main Channel (7/2010)
Photo Point 39 -View Downstream
Main Channel (7/2010)
Prepared For: Appendix 4.1 Stream Station Photos
Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333
Monitoring Year 6
E a�lc��t Submittal Date: February 2011
Prepared By:
iffl

Appendix 4 2 Qualitative Visual Stability Assessment
Main Channel (9,904.13 If)
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
U Unknown
*Several structures have been buried with sediment and therefore a majority of the structures could not be assessed
Adjust %
Number
Number with
Footage with
for
Major
Stable,
Total
Number of
Amount of
% Stable,
Stabilizing
Stabilizing
Stabilizing
Channel
Channel
Performing
Number in
Unstable
Unstable
Performing
Woody
Woody
Woody
Category
Sub-Category
Metric
as Intended
As -Built
Segments
Footage
as Intended
Vegetation
Vegetation
Vegetation
1 Bed
1 Vertical Stability
Aggradation
2
1600
84%
Degradation
0
0
100%
(Riffle and Run units)
2 Riffle Condition
Texture /Substrate
0
U
0%
3 Meander Pool
Depth Sufficient
U
150
U
Condition
Length Appropriate
U
150
U
Thalweg centering at upstream of meander bend (Run)
150
150
100%
4 Thalweg Position
Thalweg centering at downstream of meander bend (Glide)
150
150
100%
2 Bank
1 Scoured/Eroded
Bank lacking vegetative cover resulting simply from poor growth and/or scour
and erosion
2
115
99%
2
115
100%
Banks undercut/overhanging to the extent that mass wasting appears likely
2 Undercut
Does NOT include undercuts that are modest, appear sustainable and are
0
0
100%
0
0
100%
providing habitat
3 Mass Wasting
Bank slumping, calving, or collapse
0
0
100%
0
0
100%
Totals
2
115
97%
2
115
100%
3 Engineered
Structures*
I Overall Integrity
Structures physically intact with no dislodged boulders or logs
U
57
U
2 Grade Control
Grade control structures exhibiting maintenance of grade across the sill
U
57
U
2a Piping
Structures lacking any substantial flow underneath sills or arms
U
57
U
3 Bank Protection
Bank erosion within the structures extent of influence does not exceed 15%
57
57
100%
4 Habitat
Pool forming structures maintaining —Max Pool Depth Bankfull Depth > 1 6
Rootwads/loas providing some cover at baseflow
U
57
U
U Unknown
*Several structures have been buried with sediment and therefore a majority of the structures could not be assessed

Appendix 4.2 Qualitative Visual Stability Assessment
Tributary (800 If)
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
U Unknown
Adjust %
Number
Number with
Footage with
for
Major
Stable,
Total
Number of
Amount of
% Stable,
Stabilizing
Stabilizing
Stabilizing
Channel
Channel
Performing
Number in
Unstable
Unstable
Performing
Woody
Woody
Woody
Category
Sub-Category
Metric
as Intended
As -Built
Segments
Footage
as Intended
Vegetation
Vegetation
Vegetation
1 Bed
I Vertical Stability
Aggradation
l
800
0%
Degradation
0
0
100%
(Riffle and Run units)
2 Riffle Condition
Texture /Substrate
0
U
0%
3 Meander Pool
Depth Sufficient
U
7
U
Length Appropriate
U
7
U
Condition
Thalweg centering at upstream of meander bend (Run)
7
7
100%
4 Thalweg Position
Thalweg centering at downstream of meander bend (Glide)
7
7
100%
-
2 Bank
1 Scoured /Eroded
Bank lacking vegetative cover resulting simply from poor growth and/or scour
and erosion
0
0
100%
0
0
100%
Banks undercut/overhanging to the extent that mass wasting appears likely
2 Undercut
Does NOT include undercuts that are modest, appear sustainable and are
0
0
100%
0
0
100%
providing habitat
3 Mass Wasting
Bank slumping, calving, or collapse
0
0
100%
0
0
100%
Totals
0
0
100%
0
0
100%
3 Engineered
Structures
1 Overall Integrity
Structures physically intact with no dislodged boulders or logs
U
7
U
2 Grade Control
Grade control structures exhibiting maintenance of grade across the sill
U
7
U
2a Piping
Structures lacking any substantial flow underneath sills or arms
U
7
U
3 Bank Protection
Bank erosion within the structures extent of influence does not exceed 15%
7
7
1000/
4 Habitat
Pool forming structures maintaining —Max Pool Depth Bankfull Depth > 16
Rootwads/logs providing some cover at baseflow
U
7
U
U Unknown

Appendix 4.3 Verification of Bankfull Events
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Date of
,Collectibn'
Date of
Occurrence
-
y Method
5 Photo # (if
a ,r available)' w
N/A
Jun -05
Visual Assessment
N/A
N/A
Aug-05
Surface Gauge 1 and 3 -MC
N/A
N/A
Oct -05
Surface Gauge 1 -MC
N/A
N/A
Dec -05
Surface Gauge 1 -MC
N/A
N/A
Nov -06
Surface Gauge 3 -MC
N/A
N/A
Dec -06
Surface Gauge 3 -MC
N/A
N/A
Jan -07
Surface Gauge 3 -MC
N/A
N/A
Mar -07
Surface Gauge 3 -MC
N/A
N/A
Aug-08
Surface Gauge 3 -MC
N/A
N/A
Sep-08
Surface Gauge 3 -MC
N/A
N/A
Apr-09
Surface Gauge 2 -Trib
N/A
N/A
Mar -09
Surface Gauge 3 -MC
N/A
N/A
Apr-09
Surface Gauge 3 -MC
N/A
N/A
Jun -09
Surface Gauge 3 -MC
N/A
N/A
Apr-09
Surface Gauge 2 -Trib
N/A
N/A
Jun -09
Surface Gauge 2 -Trib
N/A
N/A
Aug-09
Surface Gauge 2 -Trib
N/A
N/A
Sep-09
Surface Gauge 2 -Trib
N/A
N/A
Apr-10
Surface Gauge 3 -MC
N/A
N/A
May-10
Surface Gau e 1, 3 and 4 -MC
N/A
N/A
Jun -10
Surface Gauge 1, 3 and 4 -MC
N/A
N/A
Jul -10
Surface Gauge 4 -MC
N/A
N/A
Aug- 10
Surface Gauge 1, 3 and 4 -MC
N/A
N/A
Sep-10
Surface Gauge 3 and 4 -MC
N/A
N/A
Oct -10
Surface Gauge 1, 3 and 4 -MC
N/A

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
YS -1, Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
99.29
Bankfull Cross - Sectional Area (ft 2)
10.63
Bankfull Width ft
6.90
Flood Prone Area Elevation ft
100.91
Flood Prone Width ft
>100
Bankfull Mean Depth ft
1.22
Bankfull Max Depth ft
1.62
W/D Ratio
5.66
Entrenchment Ratio
>2.2
Bank Height Ratio
1.00
Station
Elevation
Notes
0
99.21
xl
3
99.25
x1
6
99.1
x1
9
99.07
x1
12
99.17
xl
15
99.31
xl
18
99.52
xl
20
99.5
xl
21
99.35
x1
22
97.95
xl
23
97.89
xl
24
97.67
xl
25
97.67
x1
26
97.82
xl
27
98.24
xl
28
99.35
xl
30
99.44
X1
33
99.38
xl
36
99.32
xl
39
99.26
x1
42
99.45
x1
45
99.42
x1
48
99.48
xl
XS -1: View Upstream
XS -1: View Downstream
Shepherds Tree (Main Channel) -MY6
Cross - Section 1- Riffle
100
99.5 -- - -- - -
T99 - - - - - - -- - - - - - - - -
s
98.5 - - - - - -- -
0 98 -- - -
cc
w 97.5 -
97 - -- -
96.5
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0
Station (ft)
MY1- 9/2006 MY5- 1/2010 -o- MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -2, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
100.10
Bankfull Cross - Sectional Area (ft)
5.12
Bankfull Width ft
7.90
Flood Prone Area Elevation ft
101.41
Flood Prone Width ft
N/A
Bankfull Mean Depth ft
0.65
Bankfull Max Depth ft
1.31
W/D Ratio
12.15
Entrenchment Ratio
N/A
Bank Height Ratio
1.15
Station
Elevation
Notes
0
100.01
x2
0.1
100
x2
1
100.06
x2
3
100.07
x2
6
100.1
x2
9
100.2
x2
12
100.28
x2
15
100.24
x2
18
100.3
x2
21
100.34
x2
22
99.84
x2
23
99.3
x2
23
99.1
x2
23
99.15
x2
23.2
99.01
x2
24.2
98.79
x2
25.2
98.86
x2
26.2
99.31
x2
27.2
99.83
x2
31
100.3
x2
35
100.26
x2
38
100
x2
41
100.02
x2
44
100.07
x2
47
100.22
x2
51
100.19
x2
52
100.22
x2
52.1
100.44
x3
XS -2: View Upstream
XS -2: View Downstream
Shepherds Tree (Main Channel) -MY6
Cross - Section 2 -Pool
101
100.5 - - - - -
T100 - ........... .................. ...........
.0 99.5 - -- -
c 99 - - -
0
M 98.5
97.5
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0
Station (ft)
MY1- 9/2006 MY5- 1/2010 MY6- 11/2010 • • ..... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -3, Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
99.82
Bankfull Cross - Sectional Area (ft2)
7.37
Bankfull Width ft
10.31
Flood Prone Area Elevation ft
101.15
Flood Prone Width ft
>100
Bankfull Mean Depth ft
0.71
Bankfull Max Depth ft
1.33
W/D Ratio
14.52
Entrenchment Ratio
>2.2
Bank Height Ratio
1.00
Station
Elevation
Notes
4.1
99.75
x3
4.1
99.65
x3
5.1
99.65
x3
7.1
99.7
0
10.1
99.8
0
13.1
99.85
x3
16.1
99.86
x3
19.1
99.87
0
20.6
99.9
x3
23.1
99.95
x3
24.1
99.8
0
25.1
99.6
x3
26.1
98.71
0
27.1
98.49
0
28.9
98.65
0
29.9
98.88
0
34.7
99.91
0
35.7
99.96
0
38.7
100
0
41.7
99.9
0
44.7
99.94
0
47.7
99.89
x3
50.7
99.75
0
53.7
99.84
0
54.1
1 99.75
0
XS -3: View Upstream
XS -3: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 3- Riffle
100.2
100 - __ - - - - -- - - -
99.8 ............................... l... .................. ........................... .. .... ............ ....... ..............
....
T 99.6
CO
5 99.4 - -- - - - - -
99.2 - - - -- - - -- - - -
99
r
w
98.8 - - - -- -- - -- - --
98.6 - - - - -- -- - - -- -
98.4
98.2
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
Station (ft)
MY 1-9/2006 MY5- 1/2010 t MY6 - 11/2010 ........ Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -4, Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
94.10
Bankfull Cross - Sectional Area (ft)
17.63
Bankfull Width ft
9.64
Flood Prone Area Elevation ft
96.74
Flood Prone Width ft
>100
Bankfull Mean Depth (ft)
1.83
Bankfull Max Depth ft
2.64
W/D Ratio
5.27
Entrenchment Ratio
>2.2
Bank Height Ratio
1.00
Station
Elevation
Notes
2.9
93.95
x4
5.9
94.15
x4
8.9
94.43
x4
11.9
94.36
x4
15.1
94.24
x4
15.9
92.65
x4
16.9
92.46
x4
17.9
91.97
x4
18.9
91.6
x4
19.9
91.46
x4
21.9
92.01
x4
22.9
92.52
x4
23.9
92.54
x4
24.7
94.05
x4
25.4
94.37
x4
27.9
94.5
x4
30.9
94.45
x4
33.9
94.46
x4
36.9
94.4
x4
39.9
94.65
x4
42.9
94.54
x4
46.9
94.57
x4
XS -4: View Upstream
XS -4: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 4- Riffle
95
94.5 -
93.5 - -
4 93 - - - -
0
92.5 , - - --
w 92
91.5 -- - -- - -
91
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00
Station (ft)
MY1- 9/2006 MY5- 1/2010 MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -5, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
94.71
Bankfull Cross - Sectional Area (ft 2)
13.17
Bankfull Width ft
8.86
Flood Prone Area Elevation (ft)
96.99
Flood Prone Width ft
N/A
Bankfull Mean Depth (ft )
1.49
Bankfull Max Depth ft
2.28
W/D Ratio
5.95
Entrenchment Ratio
N/A
Bank Height Ratio
1.00
Station
Elevation
Notes
3.4
94.55
x4
3.4
94.36
x4
4.4
94.55
x4
6.4
94.57
x4
9.4
94.76
A
12.4
94.71
x4
15.4
94.71
x4
18.4
94.82
x4
21
94.72
A
21.4
94.35
x4
23
93.41
x4
23.4
93.23
x4
24.4
92.76
A
25.4
92.56
x4
26.4
92.43
x4
27.4
92.57
x4
28.4
93.45
x4
29.4
93.76
A
30
94.97
x4
31.5
94.9
A
34.5
94.91
x4
37.5
94.94
x4
40.5
95.01
A
43.5
94.99
x4
46.5
94.86
A
47.5
95.06
x4
XS -5: View Upstream
XS -5: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 5 -Pool
95.5
�--
95
•��•� .......... ....................... ............... I ........... ................
94.5
94
- -- - - - -
93.5
- - - -
e
93
- - - - - - - --
w
92.5
92
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
Station (ft)
MYI- 9/2006 MY5- 1/2010 --•-- MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -6, Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
94.37
Bankfull Cross - Sectional Area (ft)
2.75
Bankfull Width ft
5.78
Flood Prone Area Elevation ft
95.15
Flood Prone Width ft
>100
Bankfull Mean Depth (ft)
0.48
Bankfull Max Depth ft
0.78
W/D Ratio
12.04
Entrenchment Ratio
>2.2
Bank Height Ratio
4.41
Station
Elevation
Notes
0
94.7
x6
1
94.61
x6
2
94.41
x6
4
94.49
x6
7
94.52
x6
10
94.73
x6
13
94.54
x6
16
94.63
x6
18
94.64
x6
18.9
94.56
x6
20.6
94.69
x6
22
94.32
x6
23
93.83
x6
24
93.64
x6
25
93.59
x6
26
93.86
x6
27
94.17
x6
28
94.51
x6
28.8
94.77
x6
30
94.7
x6
31.2
94.78
x6
33
94.89
x6
36
94.53
x6
39
94.53
x6
42
94.57
x6
44.4
94.79
x6
XS -6: View Upstream
XS -6: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 6 -Run
95
94.5
- - - -- --
T 94
L
t
93.5
- - - -
0
.q
93
w
92.5
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00
Station (ft)
MY1- 9/2006 MY5- 1/2010 t 1`1Y6- 11/2010 • • • • • • • Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -7, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
94.33
Bankfull Cross - Sectional Area (ft 2)
13.68
Bankfull Width ft
15.98
Flood Prone Area Elevation ft
96.42
Flood Prone Width ft
N/A
Bankfull Mean Depth ft
0.86
Bankfull Max Depth ft
2.09
W/D Ratio
18.58
Entrenchment Ratio
N/A
Bank Height Ratio
1.00
Station
Elevation
Notes
1
94.33
x7
4
94.3
x7
7
94.16
x7
10
94.25
x7
13
94.23
x7
16
94.39
x7
17.5
94.28
x7
19
93.32
x7
19.3
93.18
x7
20
92.89
x7
21
92.65
x7
22
92.24
x7
23
92.25
x7
24
92.64
x7
25
92.9
x7
26
93.2
x7
26.3
93.31
x7
26.9
93.84
x7
28
94.2
x7
31
94.3
x7
34
94.35
x7
37
94.39
x7
40
94.3
x7
43
94.27
x7
46
94.2
x7
49
94.17
x7
49.7
94.18
x7
XS -7: View Upstream
XS -7: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 7 -Pool
95
94.5
-- - -
•,.,�
............... \ .. ............................... .. . -�,,,�
94
�- - - - -
93.5
- - - - -
T
2;
w 92.5
- - - - - --
c
w 91.5
- -
91
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00
Station (ft)
MYl- 9/2006 MY5- 1/2010 --*-- MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -8, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
94.72
Bankfull Cross - Sectional Area (ft2)
47.18
Bankfull Width ft
27.64
Flood Prone Area Elevation ft
98.34
Flood Prone Width (ft)
N/A
Bankfull Mean Depth ft
1.71
Bankfull Max Depth ft
3.62
W/D Ratio
16.16
Entrenchment Ratio
N/A
Bank Height Ratio
1.00
Station
Elevation
Notes
0.3
94.67
x8
0.3
94.58
x8
1.3
94.69
x8
3.3
94.69
x8
6.3
94.66
x8
9.3
94.67
x8
12.3
94.74
x8
15.3
94.61
x8
18.3
94.45
x8
20.2
94.06
x8
21.3
93.65
x8
23
92.99
x8
23.3
92.67
x8
24.3
92.19
x8
25.3
91.8
x8
26.3
91.64
x8
27.3
91.58
x8
28.3
91.11
x8
29.3
91.12
x8
30.3
91.1
x8
31.3
91.11
x8
32.3
91.58
x8
33.3
91.94
x8
34.3
92.36
x8
35.3
92.81
x8
36.3
93.28
x8
37.3
93.58
x8
38.3
93.77
x8
39.2
93.89
x8
40.3
94.64
x8
43.3
94.48
x8
46.3
94.59
x8
49.3
94.57
x8
52.3
94.69
x8
55.3
94.73
x8
56.9
94.75
x8
57.3
1 94.79
x8
XS-8: View Upstream
XS -8: View Downstream
Shepherds Tree (Main Channel) - MY 6
Cross - Section 8 -Pool
95.5
95
...............................................................
..
94.5
94 - - -- -
93.5 - -
a
93 - -
w 92.5 - - --
92 - - -
91.5 - - -
w
91 -
90.5
0.00 10.00 20.00 30.00 40.00 50.00 60.00
Station (ft)
MYl- 9/2006 MY5- 1/2010 MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -9, Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
94.30
Bankfull Cross - Sectional Area (ft 2)
37.05
Bankfull Width ft
21.74
Flood Prone Area Elevation ft
97.82
Flood Prone Width (ft)
>100
Bankfull Mean Depth ft
1.70
Bankfull Max Depth ft
3.52
W/D Ratio
12.79
Entrenchment Ratio
>2.2
Bank Height Ratio
1.05
Station
Elevation
Notes
2.7
94.76
x9
5.7
94.81
x9
8.7
94.74
A
11.7
94.15
x9
12.2
94.03
x9
13.7
93.82
x9
14.7
93.64
A
15.7
93.41
x9
16.6
92.89
A
17.7
92.36
A
18.7
91.89
x9
19.7
91.49
A
20.7
91.29
x9
21.7
91.29
x9
22.7
91.04
A
23.7
90.78
A
24.7
90.78
x9
25.7
91.67
x9
26.7
91.96
x9
27.7
92.62
x9
28.7
92.96
x9
29.7
93.42
x9
30.7
93.77
A
31.6
94.08
A
33.7
94.51
x9
36.7
94.61
x9
39.7
94.61
A
42.7
94.6
A
45.7
94.63
x9
48.7
94.58
A
49.1
94.58
A
49.1
94.75
A
XS -9: View Upstream
XS -9: View Downstream
Shepherds Tree (Main Channel) - MY 6
Cross - Section 9 - Riffle
95.5
95
--
94.5
- - --
. ...............................
................. ...� .�..................... .............
...............................
94
-
93.5
- - - - --
- -- - --
a
93
cc
92.5
92
- - - --
- - -
- -
w
91.5
- - -
-
90.5
0.00
5.00 10.00 15.00 20.00 25.00 30.00 35.00
40.00 45.00 50.00
Station (ft)
MYI- 9/2006 MY5- 1/2010 t MY6- 11/2010
....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -10, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
95.16
Bankfull Cross - Sectional Area (ft 2
24.81
Bankfull Width ft
16.29
Flood Prone Area Elevation ft
98.26
Flood Prone Width ft
N/A
Bankfull Mean Depth ft
1.52
Bankfull Max Depth ft
3.10
W/D Ratio
10.72
Entrenchment Ratio
N/A
Bank Height Ratio
1.00
Station
Elevation
Notes
1.5
95.11
x10
1.5
94.95
x10
2.5
95.05
x10
4.5
95.27
x10
7.5
94.97
x10
10.5
95.21
x10
13.5
94.98
x10
16.5
94.78
x10
19.5
95.12
x10
22.5
95.05
x10
23.2
95.03
x10
24.5
94.15
x10
25.5
93.51
x10
26.5
93.39
x10
27.5
92.77
x10
28.5
92.66
x10
29.5
92.45
x10
30.5
92.09
x10
31.5
92.34
x10
32.5
92.06
x10
33.9
93.88
x10
35.5
94.68
x10
37.2
95.17
x10
38.5
95.16
x10
41.5
95.21
x10
44.5
95.17
x10
47.5
94.98
x10
50.5
95.04
x10
53.5
95.18
x10
56.5
95.06
x10
59.5
95.11
x10
60.5
95.26
x10
XS -10: View Upstream
XS -10: View Downstream
Shepherds Tree (Main Channel) -MY6
Cross - Section 10 - Pool
96
95.5 -- -- -- - -
........... ............................ .... .r"`
95
94.5 - -
a
94 - - - --
w
0 93.5 - -
93 - - - -
w
92.5 - - -
92
91.5
0.00 10.00 20.00 30.00 40.00 50.00 60.00
Station (ft)
MY 1-9/2006 MY5- 1/2010 t MY10- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -11, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
95.00
Bankfull Cross - Sectional Area (ft 2)
19.11
Bankfull Width (ft)
13.17
Flood Prone Area Elevation ft
97.79
Flood Prone Width 11
N/A
Bankfull Mean Depth 11
1.45
Bankfull Max Depth ft
2.79
W/D Ratio
9.08
Entrenchment Ratio
N/A
Bank Height Ratio
1.00
Station
Elevation
Notes
0.5
95.03
x11
0.5
94.86
x11
1.5
94.9
x11
3.5
94.98
x11
5.8
94.98
x11
6.5
94.57
x11
7.5
93.95
x11
8
93.58
x11
8.5
93.36
x11
9.5
92.99
x11
10.5
92.74
x11
11.5
92.44
x11
12.5
92.21
x11
13.5
92.82
x11
14.5
93.06
x11
15.4
93.54
x11
16.5
94.41
x11
17.8
94.81
x11
18.5
94.98
x11
20.5
95.07
Al.
22.5
94.98
x11
23.7
94.95
x11
XS -11: View Upstream
XS -11: View Downstream
Main Channel
Cross - Section 11 - Pool
95.5
95
94.5
94
- - -
93.5
C
0
> 92.5
- -- -- - - - - -- - - - - - -
w
- - - -- - - -
91.5
0.00 5.00 10.00 15.00 20.00 25.00 30.00
Station (ft)
MY1- 9/2006 MY5- 1/2010 MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -12 Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
99.66
Bankfull Cross - Sectional Area (ft 2)
26.07
Bankfull Width ft
13.00
Flood Prone Area Elevation ft
102.86
Flood Prone Width ft
>100
Bankfull Mean Depth (ft)
2.01
Bankfull Max Depth ft
3.20
W/D Ratio
6.47
Entrenchment Ratio
>2.2
Bank Height Ratio
1.00
Station
Elevation
Notes
0
99.92
x12
0
99.78
x12
1
99.83
x12
3
99.83
x12
6
99.82
x12
9
99.83
x12
12
99.75
x12
15
99.66
x12
18
99.6
x12
21
99.49
x12
24
99.52
x12
27
99.55
x12
27.4
99.52
x12
29.5
97.96
x12
30
97.41
x12
31
97.13
x12
32
96.81
x12
33
96.75
x12
34
96.6
x12
35
96.46
x12
36
96.69
x12
37
97.39
x12
38.1
97.98
x12
39
99.25
x12
40
99.66
x12
41
99.74
x12
41.8
99.8
x12
43
99.65
x12
46
99.91
x12
49
99.86
x12
52
99.95
x12
55
100.14
x12
56.1
100.14
x12
XS -12: View Upstream
XS -12: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 12- Riffle
101
100.5
- - -- - - - -
100
- - -- - - - -- --
99.5
.................... .......... ... ........................... .. ......................................... ...............................
- - -
99
...
98.5
- -- -- - - -
° 98
- --
0
97.5
97
w
I
96.5
- - - -
96
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00
Station (ft)
MYI- 9/2006 MY5- 1/2010 -♦-- MY6- 11/2010 Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -13, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
98.53
Bankfull Cross - Sectional Area (ft2)
32.59
Bankfull Width ft
21.63
Flood Prone Area Elevation ft
101.92
Flood Prone Width 11
N/A
Bankfull Mean Depth ft
1.51
Bankfull Max Depth ft
3.39
W/D Ratio
14.32
Entrenchment Ratio
N/A
Bank Height Ratio
1.00
Station
Elevation
Notes
0.6
99.89
x13
0.6
99.83
x13
1.6
99.76
x13
3.6
99.77
x13
6.6
99.47
x13
9.6
99.44
x13
12.6
99.1
x13
15.6
98.9
x13
18.6
98.77
x13
21.6
98.51
x13
22.6
98.08
x13
23.3
97.15
x13
23.6
96.47
x13
24.6
95.69
x13
25.6
95.31
x13
26.6
95.14
x13
27.6
95.37
x13
28.6
95.18
x13
29.6
95.17
x13
30.6
95.54
x13
31.6
96.03
x13
32.6
96.57
x13
33.6
96.86
x13
34
97.26
x13
34.6
97.57
x13
35.6
98.17
x13
36.6
98.36
x13
37.4
98.43
x13
40.6
98.49
x13
43.6
98.54
x13
46.6
98.59
x13
49.6
98.51
x13
51.9
98.55
x13
XS -13: View Upstream
XS -13: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 13- Pool
101
100 - - - -- - - -
99 ........................... ............................... ..... ...............................
9$ - -- - - - - --
c 97 - - - - -- - -
M 96 - - -
95
94
0 10 20 30 40 50 60
Station (ft)
MYl- 9/2006 MY5- 1/2010 MY6- 11/2010 ....... Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project 9333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS-14 Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
102.20
Bankfull Cross - Sectional Area (ftz)
26.10
Bankfull Width ft
13.58
Flood Prone Area Elevation (ft)
105.74
Flood Prone Width ft
>100
Bankfull Mean Depth ft
1.92
Bankfull Max Depth (ft)
3.54
W/D Ratio
7.07
Entrenchment Ratio
>2.2
Bank Height Ratio
1.00
Station
Elevation
Notes
22.1
103.08
x14
22.1
103.03
x14
23.1
103.04
x14
25.1
103.06
x14
28.1
102.61
x14
31.1
102.89
x14
34.1
102.8
x14
36.5
102.64
x14
37.1
102.05
x14
38.1
101.13
x14
39.1
100.46
x14
40.1
99.94
x14
41.1
98.96
x14
42.1
98.66
x14
43.1
98.7
x14
44.1
98.9
x14
45.1
99.23
x14
46
100
x14
47.1
100.77
x14
48.1
101.57
x14
49.1
102.03
x14
49.9
102.12
x14
52.1
102.4
x14
55.1
102.53
x14
58.1
102.59
x14
61.1
102.67
x14
64.1
102.9
x14
66.1
103.03
x14
XS -14: View Upstream
YS -14: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 14 - Riffle
104
103 - - - - - - - --
........................................ ............................... �.. ......................... ...............................
102 -- - - - - - - - -- - --
s
Ip 2;
w
101 - - -- - -- - - -- --
c
0
100 - - -
w
99 - -- - - -
98
0 10 20 30 40 50 60 70 80
Station (ft)
MY1- 9/2006 MY5- 1/2010 MY6 - 11/2010 ....... Bankfull ,

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Main Channel
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -15, Pool
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
98.78
Bankfull Cross - Sectional Area (ft' -)
21.70
Bankfull Width 11
11.04
Flood Prone Area Elevation ft
102.01
Flood Prone Width ft
N/A
Bankfull Mean Depth ft
1.97
Bankfull Max Depth ft
3.23
W/D Ratio
5.60
Entrenchment Ratio
N/A
Bank Height Ratio
1.18
Station
Elevation
Notes
0.7
100
x15
0.7
100.05
x15
3.7
99.86
x15
6.7
99.77
x15
9.7
99.82
x15
12.7
99.86
x15
15.7
99.86
x15
18.7
99.45
x15
21.7
99.7
x15
24.7
99.64
x15
27.7
99.52
x15
30.7
99.36
x15
33.7
99.32
x15
36.7
99.14
x15
39.2
99.39
x15
39.7
99.08
x15
40.7
98.36
x15
41.7
97.8
x15
42.7
97.1
x15
43.7
96.24
x15
44.7
95.98
x15
45.7
95.69
x15
46.7
95.55
x15
47.7
95.78
x15
48.7
96.23
x15
49.4
97.05
x15
50.7
98.61
x15
51.7
98.98
x15
52.7
99.14
x15
55.7
99.52
x15
58.7
99.41
x15
61.7
99.16
x15
64.7
99.41
x15
67.5
99.59
x15
XS -15: View Upstream
XS -15: View Downstream
Shepherds Tree (Main Channel) - MY6
Cross - Section 15 - Pool
101
100
99
.. ...................... ............................... ......................... .............. - ........,..... ...............................
98
-
w
c
0
97
- - - -
w
96
- -
95
0 10 20 30 40 50 60 70 80
Station (ft)
MY1- 9/2006 MY5- 1/2010 t- MY6- 11/2010 ......• Bankfull

Appendix 4.4 Cross - Section Plots and Raw Data Tables
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Tributary
Monitoring Year 6
Project Name
Shepherds Tree
EEP Project Number
333
Cross - Section ID
XS -16 Riffle
Survey Date
11/2010
SUMMARY DATA
Bankfull Elevation ft
93.48
Bankfull Cross - Sectional Area (ft)
5.19
Bankfull Width ft
8.35
Flood Prone Area Elevation ft
94.74
Flood Prone Width ft
>100
Bankfull Mean Depth ft
0.62
Bankfull Max Depth ft
1.26
W/D Ratio
13.47
Entrenchment Ratio
>2.2
Bank Height Ratio
1.25
Station
Elevation
Notes
1
95.34
x16
2
95.38
x16
4
95.43
x16
7
95.3
x16
10
94.75
x16
13
94.21
x16
16
93.67
x16
17.5
93.59
x16
19
93.44
x16
20.7
93.83
x. 16
21.5
93.57
x16
23.4
92.98
x16
24
92.36
x16
25
92.22
x16
26
92.27
x16
27
92.48
x16
27
92.82
x16
28
93.01
x16
28
93.23
x16
31.5
93.79
x16
33.8
93.86
x16
35.4
93.65
x16
37.7
94.41
x16
41
95.03
x16
44
95.17
x16
47
95.11
x16
50
95.22
x16
50.1
95.23
x16
XS -16: View Upstream
XS -16: View Downstream
Shepherds Tree (Tributary) - MY6
Cross - Section 16 - Riffle
96
95.5 -- - - -- - - _
95 - - -
5 94.5 - - -
2?
0
93.5 -��
Cz
w 93 - - -
92.5 -
92
0 5 10 15 20 25 30 35 40 45 50
Station (ft)
MY 1-9/2006 MY5- 1/2010 t MY6- 11/2010 ....... Bankfull

r-,l It
APPENDIX 5
WETLAND DATA ASSESSMENT
5.1 Precipitation — Water Level Plots for Gauges*
5.2 Wetland Criteria Attainment
*Raw data tables have been provided electronically
Shepherds Tree Monitoring Report February 2011
EEP Project No 333 Monitoring Year 6

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
5
0
-5
S -10
S
iu
3 -15
-o
v -20
0
p -25
-30
-35
-40
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 1
24 Consecutive
Days
M
t
d
l
i
W
2
1.8
1.6
1.4
e
1.2
_
0
1
0
U
0.6 a
0.4
0.2
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N ^ N N N N N
N N N N 00
Date
1=111 Off -Site Rainfall Amount - Groundwater Gauge 1 - Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project 4333
Monitoring Year 6
Growing Season: April 14- October 24
10
0
-5
9
-10
3
c
-15
V
-20
a
Q
-25
-30
9 -35
-40
36 Consecutive
Days
Shepherds Tree Hydrology Monitoring -W6
Groundwater Gauge 2
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
C. 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N
00 � � � M \ � 7 00 •-•. .�-i Q\ M � O
7 V1 Vl �O lFz 00 O� O O •\+
Date
Off -Site Rainfall Amount - Groundwater Gauge 2 Required Depth
2
1.8
1.6
1.4
S
1.2 c
7
O
1
0
0.8 ;a
a`.
0.6
0.4
0.2
0

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project 4333
Monitoring Year 6
Growing Season: April 14- October 24
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 3
2
5
0
1.8
1.6
-5
1.4
-10
b
id
1.2
3
-15
�
�
1
0
V
0
o
a -20
'«
0.8 .Q
9 Consecutive Days
0.6
�
0.4
_30
P,
0.2
-35
0
0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
N N N
O
N
N
N
vl vii
n 00
CN O
O
Date
Off -Site Rainfall Amount
— Groundwater Gauge 3 — Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
Shepherds Tree Hydrology Monitoring -W6
Groundwater Gauge 4
2
10
5
1.8
0
1.6
-5
1.4
.S
b
-10
1.2
o
-15
1
�
v
o
•R
o
s
-20
37 Consecutive
G
Days
-25
0.6
r
a
0.4
-35
d
t
02
`
p
-40
0
0 0
0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
N N
0 0 0 0
N N N N
0 0 0 0 0 0
N N N N N N
0 0
N N
0 0
N N
N
M
•-- N N
\ 7 00
N 00
M
n O
Date
Off -Site Rainfall Amount
— Groundwater Gauge 4
— Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
0
-5
-10
.S
-15
3
v
o -20
V
c -25
N
Q
-35
-40
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 5
o O O o O o O o o O o O o 0 o O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N
�. — Q �
00 N.i 01 M \ 7 00 z .�. T M r- O
N N N N 00 N — N
V'1 h r- 00 D\ a, O O
Date
Off -Site Rainfall Amount — Groundwater Gauge 5 — Required Depth
2
1.8
1.6
1.4
c
1.2
c
0
I
G'
0.8 'a
U
0.4
0.2
0
a
I
L
iH
I
L__ —IOU
I I
-. _.-
--1 -1
o O O o O o O o o O o O o 0 o O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N
�. — Q �
00 N.i 01 M \ 7 00 z .�. T M r- O
N N N N 00 N — N
V'1 h r- 00 D\ a, O O
Date
Off -Site Rainfall Amount — Groundwater Gauge 5 — Required Depth
2
1.8
1.6
1.4
c
1.2
c
0
I
G'
0.8 'a
U
0.4
0.2
0

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Crowing Season: April 14- October 24
Shepherds Tree Hydrology Monitoring -W6
Groundwater Gauge 6
10
5
0
-5
.5
-10
c
c -15
C7
0
-S -20
D
-25
-30
79 Consecutive
Days
a
i
A
r
E �
E a ti 1
l
i
Iq
-35 -
0 E 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00 M 22 S2 a
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N
Date
Off -Site Rainfall Amount — Groundwater Gauge 6 — Required Depth
2
1.8
1.6
1.4
1.2 .5
y
I'
c
0.8 0
'o.
0.6
4
0.4
0.2
0
6

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
(Gauge malfunctioned 9/2010)
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 7
0
2
1.8
-5
1.6
-10
1.4
-15
1.2 8
10 Consecutive
b -20
Days
a
1
0.8 o
g -25
;a
a
Q
0.6 a
Q
-30
j
0.4
-35
0.2
-40 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N
� \ N
d' 7 v1 V1 �O n 00 O�
Date
— Off -Site Rainfall Amount — Groundwater Gauge 7 — Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 8
2
10
5
1.8
0
N\N
1.6
1.4
-J
1.2 5
-10
3
R
�
c
1
U -15
74 Consecutive
0.8 °-
o
Days
-20
ca
0.6 a
-25
a
4
i
0.4
-30
I
0.2
0
-35
0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N Q N N N N N
00 �O O� M \ 7 00 .�. CS
Date
=11111 Off -Site Rainfall Amount - Groundwater Gauge 8 - Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
(Gauge malfunctioned at the beginning of the growing season prior to starting the 2010 monitoring)
0
-5
"I
11
14
3
-20
2
C7
0
ry -25
N
Q
-30
-35
40
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 10
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N
l� 00
Date
Off -Site Rainfall Amount - Groundwater Gauge 10 - Required Depth
2
1.8
1.6
1.=1
c
1.2
c
0
0
1 Q
e
0
0.8 s
U
0.6 a
0.4
0.2
0

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
i
Shepherds Tree Hydrology Monitoring -W6
Groundwater Gauge 11
10
2
1.8
5
1.6
1.4
v 0
1.2 .5
iu
1
..=
0
219 Consecutive
=
U -5
Days
0.8
0
G
E
1
0.6
-10
4
I 5
-15
0
O O O O O O
N N N N N N
O O O O O O
N N N N N N
O O O O
N N N N
�V
7 h vl
n 00
Date
� Off -Site Rainfall Amount
— Groundwater Gauge 11 — Required Depth
i

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
(Gauge malfunctioned 11/2010)
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 12
15
2
I.R
10
1.6
1.4
5
a
1.2 S
L
�
0
t�/
C
1
,v3
a
L
0
219 Consecutive
a
0
0'8 .�
L
_�
Days
a
Q
0.6 a
1
i
0.4
-10
0.2
-15
0
0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 C. 0 0 0
N N N N N
0 0 0 0 0 0
N N N N N N
0 C, 0 0
N N N N
It N ,N. N
z Q Q �O
N � N zt O20 Z
Q n � oo 0%
n N N
Q
"r 't kn
t` oo
0% 0% O O
Date
Off -Site Rainfall Amount — Groundwater Gauge 12
— Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
(Gauge malfunctioned at the beginning of the growing season prior to starting the 2010 monitoring)
s
Shepherds Tree Hydrology Monitoring -W6
Groundwater Gauge 13
5
2
0
1.8
-5
1.6
1.4
-10
v
1.2 v.
u -15
N
53 Consecutive
5
1
o -20
Days
¢
C7
0.8 .2
o
�
a -25
4
;a
q
0.6 e
-30
a
0.4
-35
0.2
IIIJ
-40
0
0 0 0 0
0 0 0 0
0 0
0
0 0 0 0
0 0 0 0
N N N
0 0
N N
0
N
N IN
^
Date
Off -Site Rainfall Amount
— Groundwater Gauge 13
— Required Depth
s

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
(Gauge malfunctioned at the beginning of the growing season prior to starting the 2010 monitoring)
0
-5
-10
iv
3
c
0
0 -15
c
A
-20
-25
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 14
53 Consecutive
Da s
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N
Date
Off -Site Rainfall Amount — Groundwater Gauge 14 — Required Depth
2
1.8
1.6
1.4
1.2
c
1 0
C
0.8 .o
2
.Q
0.6
a
0.4
0.2
I
0

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 15
2
5
11 Consecutive
0
Days
1.8
1.6
-5
1.4
-10
1.2 •°-�
-15
Y
e
2 -20
c
c7
0.8
a -25
Q
p
0.6
-30
9
0.4
-35
0.2
-40
0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0
0 0 0 o O o
N N N N N N
C. 0 0 0 0 0
N N N N N N
Q 00
0 0 0
N N N
M
0
N
•�. 00 N �O O� M
\ N •-- N N
\ 00 �
r- N
O� M [�
N \ N
O
\
el• h Vl �D
l� 00
Date
Off -Site Rainfall Amount
— Groundwater Gauge 15 — Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 16
2
10
5
1.8
1.6
-5
1.4
-10
1.2 ^
a
L
-15
1
R -20
..
U
I
71 Consecutive
0.8
-25
Days
15
a
0.6
n -30
a
-35
0.4
-40
0.2
-45 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N
00
� ON N \ N
7 �f' vl VI 00
Date
� Off -Site Rainfall Amount - Groundwater Gauge 16 - Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
5
0
-5
-10
L
c
o -15
0
0
s
Q -20
-25
-30
21 Consecutive
Days
Shepherds Tree Hydrology Monitoring -W6
Groundwater Gauge 17
Growing Season
(April 14 - October 24)
0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0
N
0 0 0 0 0
\J N N N N
0 0 0 0 0
N N N N N
0 0 0 0 0
N N N N N
r- O
Date
Off -Site Rainfall Amount
Groundwater Gauge 17
- Required Depth
2
1.8
1.6
1.4
1.2 ,g
7-i
I
0.8 0
0.6
a,
0.4
0.2
0

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Growing Season: April 14- October 24
(Gauge malfunctioned at the beginning of the growing season prior to starting the 2010 monitoring; another malfunction or an incorrect calibration occurred in 7/2010 and 8/2010)
Shepherds Tree Hydrology Monitoring -MY6
Groundwater Gauge 18
2
0
-5
1.8
-10
1.6
1.4
-15
c
1.2
-20
c
3
c
I
g -25
a
c7
0.8
O
:d
-30
°
�"
c
0.6 2
A
a
-35
0.4
-40
0.2
-45 0
0 0 0 0
0 0 0 0
N N N N
O �
Date
Off -Site Rainfall Amount — Groundwater Gauge 18 — Required Depth

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Monitoring Year 6
Shepherds Tree Hydrology Monitoring -MY6
Surfacewater Gauge 1
2
0
-i
1.8
-10
a i
1.6
1.4
1.2 .5
-20
p �
a
1 0
0
[ -25
a
0.8 .o
w -30
a
0.6 2
a.
-35)
0.4
-40
0.2
-45 0
0 0 0 0 o O o 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N N N N N N N N N N N N
7 00
Date
� Off -Site Rainfall Amount -Surfacewater Gauge 1 Bankfull Elevation

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration/EEP Project #333
Monitoring Year 6
Shepherds Tree Hydrology Monitoring -MY6
Surfacewater Gauge 3
0
2
1.8
-5
1.6
-10
1.4
-15
1.2 v
y
-20
;
1
g
�
0.8 '
-25
a
w
0.6
-30
0.4
-35
0.2
-40
0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0
0 0 0 0 0 0
N N N N N N
0 0 0 0 0 0
N N N N N N
0 0 0
N N N
0
N
N N N
N
S2 l�
N N
O
\
Date
Off -Site Rainfall Amount
-Surfacewater Gauge 3
Bankf ill Elevation

Appendix 5.1 Precipitation - Water Level Plots for Gauges
Shepherds Tree Stream and Wetland Restoration /EEP Project #333
Monitoring Year 6
Shepherds Tree Hydrology Monitoring -MY6
Surfacewater Gauge 4
2
0
1.8
-5
I
1.6
-l0
1.4
1.2
-15
1
S -20
c
0.8
.o
w -25
0.6
a
0.4
-30
M
0.2
0 _
-35
0
0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0
N
0 0 0 0 0
N N N N N
0 0 0 0 0 0
N N N N N N
0 0 0 0
N N N N
:t
00 •--
O� M l� O
�
d•
•S vl � �
n 00 �
� O O
Date
I
Off -Site Rainfall Amotuit
-Surfacewater Gauge 4
Bankfull Elevation

Appendix 5.2 Wetland Criteria Attainment
Shepherds Tree Stream and Wetland Restoration /EEP Project 4333
Monitoring Year 6
Summary of Groundwater Gauge Results for Years I through 7
Success Criteria Achieved /Max Consecutive Days During Growing Season (Percentage %)
Gauge
Year 1 (2005)*
Year 2 (2006)
Year 3 (2007)
Year 4 (2008)
Year 5 (2009)
Year 6 (2010)
Year 7 (2011)
Yes /35 Days
Yes /17 Days
Yes/ 18 Days
Yes /17 Days
Yes /24 Days
GW 1
Yes
44%
9%
25%
30%
38%
No /1 Days
No /0 Days
Yes /194 Days
Yes /29 Days
Yes /36 Days
GW2
No
(I % )
(0%
100%
(35 %)
52 %)
No /8 Days
Yes /20 Days
Yes /16 Days
No /9 Days
GW3
No
**
4%
29%
24%
18%
Yes /25 Days
No /11 Days
Yes /46 Days
Yes /49 Days
Yes /37 Days
GW4
Yes
37%
6%
(37% )
(51%
(50 %)
No /0 Days
No /0 Days
No /0 Days
No /0 Days
GW5
No
No /0 Days (0 %)
0%
0%
0 %a
0%
Yes /76 Days
Yes /76 Days
Yes /59 Days
Yes/] `11 Days
Yes /79 Days
GW6
No
72%
74%
83%
(94%T-
(84%
Yes /22 Days
No /11 Days
No /5 Days
Yes /15 Days
No /10 Days
GW7
No
32%
6%
12%
(21%)- -
23%
Yes /54 Days
Yes /33 Days
Yes /46 Days
Yes /81 Days.
Yes /74 Days
GW8
Yes
78%
30%
66%
70%
79%
Yes/ 109 Days
No /4 Days
No /5 Days
No /4 Days
No /0 Days
GW 10
Yes
86%
2%
8%
7% )
(0%)**
Yes/ 194 Days
Yes /150 Days
Yes /194 Days
Yes/194 Days
Yes/219 Days
GW I I
Yes
(100% )
(77%
100 %)
100 %)
100%
Yes /94 Days
Yes /61 Days
Yes /61 Days
Yes /87 Days
Yes /200 Days
G W 12
Yes
88%
49%
(85%)-
86%
93%
Yes /194 Days
Yes /47 Days
Yes /80 Days
Yes /81 Days
Yes /53 Days
GW 13
No
100%
45%
90 %)
70%
(76%)**
Yes /194 Days
Yes /46 Days
Yes /67 Days
Yes /80 Days
Yes /53 Days
GW 14
Yes
100%
44%
89%
60%
(75%)**
Yes/ 194 Days
No /9 Days
Yes /161 Days
No /12 Days
Yes /11 Days
GW 15
No
100%
5%
87%
16%
16%
Yes/194 Days
No /3 Days
Yes/160 Days
Yes /21 Days
Yes /71 Days
GW 16
No
100%
3%
86%
42%
68%
No /3 Days
No /5 Days
Yes /19 Days
Yes /21 Days
GW 17
N/A
No /4 Days (8 %)
2%
8%
18%
16%
No /11 Days
No /8 Days
No /13 Days
No /9 Days
No /5 Days
GW18
N/A
18%
(4 %)
16 %)
16 %)
(1 %)^^
*Raw data was not provided, results from 2005 monitoring report.
* *Gauge malfunctioned and was not replaced until after the growing season and beaver removal.
^Gauge mailfunctioned 10/7/2008, replaced 11/2008.
* *Gauge mailfunctioned prior to monitoring beginning (date of failure unknown- unable to download gauge), replaced 6/2010.
'Gauge mailfunctioned prior to monitoring starting date; malfunction or incorrect calibration occurred after first visit (date of failure unknown -
unable to download gauge), replaced 9/2010.

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