HomeMy WebLinkAbout20021528 Ver 1_Year 3 Monitoring Report_20080414c
RECEIVED
Big Warrior Creek Stream Restoration FEB 2 6 1, 0"
2007 Final Monitoring Report NC ECOSYSTEM
' Monitoring Year Three ENHANCEMENTPROGRAM
Submitted to: NCDENR-Ecosystem Enhancement Program
D
1652 Mail Service Center r r. ??,', ? M
Raleigh, NC 27699-1652 -? a
Prepared by: URS Corporation - North Carolina AP R 1 4 2008
1600 Perimeter Park Drive, Suite 400 p?- Nft WATERQUAU-(V H
Morrisville, NC 27560 ? pSANDST04tMWATERB
Project Designed by: CDM "
5400 Glenwood Ave, Suite 300
Raleigh, NC 27612 t?
Submitted: February 26, 2007
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Ecosystem Enhancement Program Project Number 00412
TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY/PROJECT ABSTRACT ....................................................................1
2.0 PROJECT BACKGROUND ............................................................................................................
2.1 PROJECT OBJECTIVES ......................................................................................................... 3
3
2.2 PROJECT STRUCTURE, MITIGATION TYPE, AND APPROACH .................................... 3
2.3 LOCATION AND SETTING ................................................................................................... 3
' 2.4 PROJECT HISTORY AND BACKGROUND ......................................................................... 5
2.5 MONITORING PLAN VIEW .................................................................................................. 7
' 3.0 PROJECT CONDITION AND MONITORING RESULTS ......................................................19
3.1 VEGETATION ASSESSMENT ........................................................................ .....................19
3. 1.1 Vegetative Problem Areas .....................................................................
3.1.2 Vegetative Problem Areas Plan View ................................................... .....................19
..................... 19
3.2 STREAM ASSESSMENT ................................................................................. .....................20
3.2.1 Procedural Items .................................................................................... .....................20
3.2.1.1 Morphometric Criteria ................................................................... ..................... 20
3.2.1.2 Hydrologic Criteria ........................................................................ ..................... 20
3.2.2 Stream Problem Areas ........................................................................... .....................21
3.2.3 Fixed Photo Station Photos ...................................................................
3.2.4 Stability Assessment .............................................................................. ..................... 22
..................... 22
3.2.5 Quantitative Measures Tables (Morphology and Hydrology) ............... ..................... 22
4.0 METHODOLOGY SECTION ....................................................................................................... 30
4.1 STREAM METHODOLOGY ............................................................................ ..................... 30
4.2 VEGETATION METHODOLOGY .................................................................. ..................... 30
5.0 REFERENCES ................................................................................................................................31
FIGURES
' Figure 1. Project Vicinity ................................................4
Figure 2. Monitoring Plan View ............................................................... ..............8-18
Figure 3. Vegetative Problem Areas Plan View .............................................. Appendix A-III
Figure 4. USGS Stream Gage Discharge Data .............................................. .................21
Figure 5. Stream Current Condition Plan View .............................................. ..Appendix B-I
TABLES
Table I. Project Mitigation Structure and Objectives Table .............................. ..................5
Table II. Project Activity and Reporting History ........................................... ..................6
' Table III. Project Contact Table .......
.......
..6
Table IV. Project Background Table ..
:
................................................ .7
................
Table V. Verification of Bankful Events .................................................... ................20
Table VI.
Table VII. Categorical Stream Feature Visual Stability Assessment (% Functioning) .................. 22
Baseline Morphology and Hydraulic Summary .................................................23
Table VIIIa. Morphology and Hydraulic Monitoring Summary -
'
Table VIIIb. Big Warrior Creek ....................................................................
Morphology and Hydraulic Monitoring Summary - ...............24
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' 00412 - Big W arrior Creek - MY3 Final Report URS 2/08
Big Warrior Creek ....................................................................................25
Table VIIIc. Morphology and Hydraulic Monitoring Summary -
Table VIIId. Mountain Creek .........................................................
Morphology and Hydraulic Monitoring Summary - .............................26
Mountain Creek ......................................................................................27
' Table VIIIe. Morphology and Hydraulic Monitoring Summary -
Unnamed Tributary .....................................................
.............................28
Table VIIIf. Morphology and Hydraulic Monitoring Summary -
Unnamed Tributary ..................................................... .................... .......29
' Table A I. Vegetation Metadata ..............
.........Appendix A-I
Table A2. Vegetation Vigor by Species....
::::::::::: : ::::::::: : :: : ::::::: .Appendix A-I
Table A3. Vegetation Damage by Species ........................................ ....Appendix A-I
Table A4.
Table A5. Vegetation Damage by Plot ...............................................Appendix A-1
Stem Count by Plot and Species... .Appendix A-I
Table A6a. Vegetative Problem Area Table - Big Warrior Creek .............. ....Appendix A-I
' Table A6b.
Table BIa. Vegetative Problem Area Table - Mountain Creek .................
Stream Problem Areas Table - Big Warrior Creek ................. ....Appendix A-I
....Appendix B-II
Table BIb. Stream Problem Areas Table - Mountain Creek .................... ....Appendix B-II
Table B 1 c. Stream Problem Areas Table - Unnamed Tributary ................ .....Appendix B-II
' Table B2. Visual Morphological Stability Assessment ............................ ....Appendix B-V
APPENDICES
' Appendix A Vegetation Raw Data
1. Vegetation Survey Data Tables
II. Vegetative Problem Area Photos
III. Vegetative Problem Areas Plan View
IV. Vegetation Monitoring Plot Photos
Appendix B Geomorphic Raw Data
1. Stream Current Condition Plan View
II. Stream Problem Areas Data Tables
III. Representative Stream Problem Areas Photos
IV. Stream Photo Station Photos
V. Visual Morphological Stability Assessment
VI. Cross Section Photos and Annual Overlays of P
lots
VII. Annual Overlays of Longitudinal Plots
VIII. Pebble Count Frequency Distribution Plots
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1.0 EXECUTIVE SUMMARY/PROJECT ABSTRACT
The Big Warrior Creek Stream Restoration Site is located in Wilkes County, North Carolina,
approximately 10 miles southwest of Wilkesboro. Big Warrior Creek drains a watershed area of
approximately 7.4 square miles, beginning on the Wilkes and Alexander County line. Two major
tributaries (Mountain Creek and Unnamed Tributary) flow into the main channel of Big Warrior Creek
within the project reach. Sections of these two tributaries were also restored. The project restoration
segments that are on the downstream property are completely fenced to exclude cattle from the creek and
riparian areas.
Per the 2005 Mitigation Plan and As-Built report (CDM 2005), the objectives of the Big Warrior Creek
Stream Restoration Project include the following: reduce bank erosion, exclude cattle from the stream
and riparian zone, improve water quality, establish a floodplain at a lower elevation, enhance in-stream
habitat, improve functional and aesthetic value of the riparian corridor, and preserve existing beneficial
channel, floodplain features, and riparian vegetation.
URS did not receive a Restoration Plan for the site. URS assumes from site visits and survey work that
Big Warrior Creek originally had failing banks, unstable plan form and cross sectional geometry, little or
no riparian buffer, cattle access to the creek, and several unstable creek crossings.
The Priority II restoration involved converting the impaired channels into stable channels that meander
for a total of 11,035 linear feet. Rock cross-vanes, single arm vanes, staked log toe protection, and root
wads were incorporated for aquatic habitat enhancement and bed and bank stability. A riparian buffer on
either side of the stream was planted using native vegetation. The cattle were fenced from the riparian
area along the Unnamed Tributary, Mountain Creek, and most of Big Warrior Creek. The upstream-most
portion of Big Warrior Creek is not fenced, but cattle are not present on the surrounding property. In
addition, two stabilized creek crossings and two culverts were installed to allow vehicular access to
different parts of the farm while limiting impacts.
The 2007 monitoring indicated that the Big Warrior Creek restoration is functioning well and even
improving in some areas. The majority of the bed features appear stable, with well-developed pools in
the meander bends and long riffles in the straight reaches. However, there are areas of aggradation,
evidenced by grass-vegetated mid-channel bars. Some of the rock structures are failing or causing bank
erosion and should be repaired. Several rootwads and log bank protectors have experienced scour behind
the device. Some bank erosion continues to be present along Big Warrior Creek. A beaver dam and sign
of beaver activity were observed on Big Warrior Creek during 2007 monitoring between stations 20+00
and 25+00 and 40+00 and 50+00. A small beaver dam is present at station 22+40. Measures should be
taken to remove the beaver from the site. Vegetation is growing in from the sides of the channel in many
areas, indicating that the system may eventually transition from a C channel to a narrower E. Mountain
Creek is showing stabilization trends as the cross sections re-classified this year into an E type channel.
The planted woody vegetation is doing fair along all three reaches. The streamside and floodplain zones
are generally in better health than upland areas. Streamside survival appears to be the most successful.
The banks of the Unnamed Tributary are covered with a dense mat of American hogpeanut
(Amphicarpaeae bracteata) and arrowleaf tear thumb (Polygonum sagittata). This may become a
problem in that the herbaceous species seem to be choking much of the planted vegetation along the
streambanks. Tear thumb and Hogpeanut are also evident along the mainstem and Mountain Creek;
however, the presence of kudzu (Pueraria montana var. lobata) and Chinese privet (Ligustrum sinense)
pose a more serious problem to the survival of vegetation along those reaches. Taxonomy follows `Flora
of the Carolinas, Virginia, Georgia, and surrounding areas' (Weakley 2007). Kudzu is a serious problem
along the upstream reach of Big Warrior. Maintenance to control the presence and spread of kudzu is
recommended. There are also several large areas of bare ground where the soil appears compacted and
not conducive to natural colonization. Soil amendments and reseeding are recommended in these areas.
1 00112 - Big Warrior Creek - MY3 Final Report URS 2/08
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Fish, snails, and several aquatic insects were observed in all three reaches, and evidence of wildlife use
was observed again in 2007. All of the fencing and gates along the reaches are intact and functioning
properly. However, the gates at the cattle crossings are not closed, allowing cattle to cross and/or
congregate in the channel at their free will. It is recommended that these gates remain closed except
' when cattle are being herded. The unfenced, upstream edge of the project reach (Big Warrior Creek) has
a very minimal buffer on the left floodplain. The landowner along the left bank has continued to mow the
adjacent field to within five feet of the edge of the water.
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' 00412 - Big Warrior Creek - MY3 Final Report URS
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2.0 PROJECT BACKGROUND
' 2.1 PROJECT OBJECTIVES
According to the 2005 Mitigation Plan prepared by CDM and Biohabitats, the overarching goal of the
' project was to establish a stable planform, cross-section, and profile pattern to Big Warrior Creek and it's
tributaries, with the premise that geomorphic and habitat function will follow appropriate channel form.
Specific project objectives included the following:
1. Reduce bank erosion.
2. Exclude cattle from the stream and riparian zone.
3. Improve water quality.
1 4. Establish a floodplain at a lower elevation.
5. Enhance in-stream habitat.
6. Improve functional and aesthetic value of the riparian corridor.
7. Preserve existing beneficial channel, floodplain features, and riparian vegetation.
2.2 PROJECT STRUCTURE, MITIGATION TYPE, AND APPROACH
URS did not receive a Restoration Plan for the site. URS assumes from site visits and survey work that
Big Warrior Creek originally had failing banks, unstable plan form and cross sectional geometry, little or
no riparian buffer, cattle access to the creek, and several unstable creek crossings.
The Priority II restoration involved converting the impaired channels into stable channels that meander
for a restored total of 11,035 feet as measured along the thalweg. Rock cross-vanes, single arm vanes,
staked log toe protection, and root wads were incorporated for aquatic habitat enhancement and bed and
bank stability. A riparian buffer was planted using native vegetation. Cattle were fenced from the riparian
area. In addition, two stabilized creek crossings and two culverts were installed to allow vehicular access
to different parts of the farm while limiting impacts.
2.3 LOCATION AND SETTING
The Big Warrior Creek Stream Restoration Site is located in Wilkes County, North Carolina,
approximately 10 miles southwest of Wilkesboro (Figure 1). The project site is on the south side of North
Carolina Highway 18, across from the intersection of northern end of the High Rock Road loop, which is
about 4.5 miles east of the Caldwell County line. Big Warrior Creek drains a watershed area of
' approximately 7.4 square miles, beginning at the Wilkes and Alexander County line. Big Warrior Creek
and its tributaries originate in the Brushy Mountains near the boundary between Wilkes County and
Alexander County. Downstream of the project area, Big Warrior Creek ultimately flows into the W. Kerr
Scott Reservoir, an impoundment of the Yadkin River. Two major tributaries (Mountain Creek and
Unnamed Tributary) flow into the main channel of Big Warrior Creek within the project area. Sections of
these two tributaries were also restored. The project restoration segments that are on the downstream
property are completely fenced to exclude cattle from the creek and riparian areas.
To travel to the site from the Raleigh area, take I-40 West to US-421 North towards Wilkesboro. Take
NC-16 South/NC-18 towards Wilkesboro/Lenoir/Taylorsville. Follow NC-18 to the site. It is
approximately halfway between the towns of Boomer and Thankful.
1
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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Prepared By: Prepared For: b
NC
Ecosystem Project:
URS Perimeter Pa North Carolina Enhancement Program Monitoring Year: Figure 1
1600 Perimeter Park Drive B Big Warrior Creek '
Mom
Sute 400 Stream Restoration Legend
Phone NC 27580 r �.- Wilkes County, NC 3 (2007) 9 Project Vicinity
Phone: 979487-1700
Fax. 919381-1415 Project Reach
L tenj Project Number: Date: 0 0.5 1
CII lilt II1Ci 100412 November 2007 Mlles
i
2.4 PROJECT HISTORY AND BACKGROUND
The Big Warrior Stream Restoration project was designed by CDM and construction was completed in
November 2004. The Mitigation and As-built Plan were completed in March 2005. The estimated
restoration length was 11,035 linear feet. This length includes 7,185 feet of Big Warrior Creek, 2,415 feet
of Mountain Creek, and 1,435 feet of an Unnamed Tributary.
EcoLogic conducted the Year 1 monitoring in 2005. At that time, Ecologic was provided with an As-
built site map. Other documentation such as project history, contacts, goals, and the As-built report were
not provided. The measured restoration amount is 10,698 linear feet, as measured by EcoLogic (7,013 on
Big Warrior, 2,373 on Mountain Creek, and 1,312 on Unnamed Tributary). Since EcoLogic did not have
complete project data at the time of the Year 1 monitoring, much of their quantitative data differs from
that presented in the As-built Plan (EcoLogic 2006).
At the time URS was given the contract, URS had only Ecologic's Year One Monitoring Report.
Therefore, Year 2 (2006) and 3 (2007) surveys, cross-sections, photo stations, and vegetation plots follow
those of Ecologic.
Table I. Project Mitigation Structure and Objectives Table
Big Warrior Creek
EEP Project Number 00412
A ao o u ? a
% a c Comment
w ??" ? aw
Big 450 Ell PIII 450 0+00 to
Warrior 4+50
Creek
Big 6,735 R PII 6,735 4+50 to
Warrior 70+00
Creek
Mountain 2,415 R PII 2,352 0+00 to
Creek 25+00
Unnamed 1,435 R PII 1,409 0+00 to
Tributary 15+00
R= Restoration P1= Priority I El= Enhancement I PII= Priority II
Ell= Enhancement II PIII= Priority III S= Stabilization SS= Stream Bank
Stabilization
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1 00412 - Big Warrior Creek - MY3 Final Report URS
2/08
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Table II. Project Activity and Reporting History
Big Warrior Creek
EEP Project Number 00412
Activity or Report Scheduled
Completion Data
Collection
Complete Actual
Completion or
Delivery
Restoration Plan Unknown Unknown Unknown
Final Design - 90% Unknown Unknown Unknown
Construction Unknown NA November
2004
Permanent seed mix applied Unknown Unknown Unknown
Live stakes and wood plants Unknown Unknown Unknown
Final Walk Through Unknown Unknown Unknown
Mitigation Plan/As-Built Report Unknown Unknown March 2005
Year 1 Monitoring October 2005 Unknown Aril 2006
Year 2 Monitoring
Fall 2006 September
2006 December
2006
Year 3 Monitoring Fall 2007 September
2007 November
2007
Year 4 Monitoring Fall 2008 --
Year 5 Monitoring Fall 2009 --
Year + Monitoring Not scheduled -- --
Table III. Project Contact Table
Big Warrior Creek
EEP Project Number 00412
Designer Camp Dresser & McKee (CDM)
5400 Glenwood Ave, Suite 300
Raleigh, NC 27612
Prima project design POC Kell Boone 919-787-5620
Designer - Subcontractor Biohabitats
15 W. Aylesbury Road
Timonium, MD 21093
Subcontractor POC Ellen McClure 410-337-3659
Construction Contractor Shamrock Environmental
PO Box 14987
Greensboro, NC 27415
Construction contractor POC Bill Wright 336-375-1989
Planting Contractor Seal Brothers Contracting
131 W Cleve Street
Mt. Airy, NC 27030
Planting contractor POC Brian Seal 336-710-3560
Seeding Contractor Seal Brothers Contracting
131 W Cleve Street
Seeding contractor POC Mt. Airy, NC 27030
Brian Seal 336-710-3560
Seed Mix Sources Unavailable
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00411 -Big Warrior Creek - MY3 Final Report URS 2/08
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Nursery Stock Suppliers
Unavailable
2004 Monitoring Performers Biohabitats
15 W. Aylesbury Road
Timonium, MD 21093
Ellen McClure 410-337-3659
2005 Monitoring Performers EcoLogic Associates, P.C.
4321-A South Elm-Eugene St.
Greensboro, NC 27406
336-355-1108
2006 Monitoring Performers URS Corporation - North Carolina
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
919-461-1100
Monitoring POC - Kathleen McKeithan 919-461-1597
2007 Monitoring Performers URS Corporation - North Carolina
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
919-461-1100
Monitoring POC - Kathleen McKeithan 919-461-1597
Table IV. Project Background Table
Big Warrior Creek
EEP Project Number 00412
Project County Wilkes County
Drainage Area Big Warrior Creek
Mountain Creek
Unnamed Tributary 7.4 square miles
1.77 square miles
0.5 square miles
Drainage impervious cover estimate % Estimated at <5%
Stream Order 3rd for Bi Warrior Creek
2° for Mountain Creek and Unnamed Tributary
Ph sio ra hic Region Piedmont/Foothills
Ecore ion Northern Inner Piedmont 45e
Ros en Classification of As-Built C
Dominant soil types Toccoa sand loam, Dou e fine sand loam
Reference site ID Unknown
USGS HUC for Project 03040101
NCDW Sub-basin for Project YAD01
NCDW classification for Project Class C, Index no. 12-29-2-(1)
An portion of an project segment 303d listed? No
Any portion of any project segment upstream of a
303d listed segment? No
Reasons for 303d listing or stressor NA
% of project easement fenced 75% - no cattle in upper reach
2.5 MONITORING PLAN VIEW
See Figure 2 for Monitoring Plan View.
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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3.0 PROJECT CONDITION AND MONITORING RESULTS
' 3.1 VEGETATION ASSESSMENT
Vegetation monitoring plot stem counts and photos are located in Appendices A-I and A-IV.
' 3.1.1 Vegetative Problem Areas
The number of vegetative problem areas has decreased between 2006 and 2007, from 16 to 15,
' respectively. Of the 15 problem areas observed in 2007, six are areas of high concern. URS recommends
that these areas receive repair or treatment. The other nine areas should be monitored further to see if
they improve or worsen. The areas of high concern are related to invasive species and bare, eroding soil.
Vegetative Problem Areas are listed in Tables A6a and A6b in Appendix A-I.
The presence and abundance of kudzu along Big Warrior Creek appears to have increased dramatically
since 2006. Four notable areas are shown as problem areas. However, small patches of kudzu were
' observed along the majority of Big Warrior Creek. Because of the highly aggressive growth habit of
kudzu, it is expected to continue expanding across the site and endangering the planted vegetation if it is
not treated. American hogpeanut is also growing very aggressively along the Unnamed Tributary and
portions of the other reaches. While this vine is a native species, it is a vigorous climber and may threaten
the survivability of planted stems. Small Chinese privet were observed along the mainstem of Big
Warrior Creek during the 2006 and 2007 monitoring periods. While these individuals do not pose an
immediate threat, their presence should be noted and monitored.
Other problem areas include bare banks and floodplains along the mainstem and Mountain Creek. These
problems are likely resulting from poor site soils or soils that were compacted during construction. URS
recommends soil amendments and reseeding in these areas. No problem areas were documented along
the Unnamed Tributary.
' Vegetative Problem Area Photos are located in Appendix A-II.
3.1.2 Vegetative Problem Areas Plan View
See Figure 3 in Appendix A-III for the Vegetative Problem Areas Plan View.
19
1 11412 - Big Warrior Creek - MY3 Final Report URS 2/08
3.2 STREAM ASSESSMENT
' 3.2.1 Procedural Items
3.2.1.1 Morphometric Criteria
Dimension and profile were sampled per the 2003 Stream Mitigation Guidelines (USACE 2003) as
' follows:
Dimension: Eight permanent cross sections were surveyed. Two are located on Mountain Creek (one
riffle and one pool), two on the Unnamed Tributary (one riffle and one pool), and four on Big Warrior
Creek (two riffles and two pools). The survey includes points measured at all breaks in slope, including
top of bank, bankfull, and thalweg.
' Profile: A total of 6,804 linear feet of longitudinal profile was surveyed, broken into three segments as
follows: 2,361 linear feet on Mountain Creek, 1,423 linear feet on the Unnamed Tributary, and 3,020
linear feet on Big Warrior Creek. Survey points include the top of bank, the beginning of each stream
feature such as riffle or pool and the maximum pool depth.
J
0
3.2.1.2 Hydrologic Criteria
No crest gages are installed at this site to document bankfull events. Therefore, potential occurrence was
extrapolated based on USGS stream gage discharge data for the Reddies River at North Wilkesboro, NC
(USGS 2007). The USGS gage plot is shown below. The gage is located about 10 miles from the project
site in the same watershed and has a drainage area of 89 square miles. An estimate of the number of
bankfull events from in 2007 was made by comparing the stream discharges from the USGS data in cubic
feet per second (cfs) against the bankfull discharge estimated from the drainage area on the Rural
Piedmont Regional Curve. According to the regional curve, a bankfull event occurs on a stream with an
89-square mile drainage area when the discharge is about 2,250 cfs. This discharge was exceeded on
January 1 of 2007, indicating that the Reddies River has had one bankfull event between September 12,
2006 and September 12, 2007. Big Warrior Creek is in close proximity to the Reddies River, and it is
likely that the project site also experienced a bankfull event in January 2007.
Table V. Verification of Bankfull Events
Big Warrior Creek
EEP Project Number 00412
Date of Data Collection Date of Occurrence Method
10/19/2006 Late June 2006 Proximal USGS Gage Resource
9/13/2007 January 1, 2007 Proximal USGS Gage Resource
20
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
Figure 4. USGS Stream Gage Discharge Data
4000
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USGS 02111580 REDDIES RIVER AT NORTH HILKESBORO, NC
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Now 01 Jan 01 Mar 01 May 81 Jul 81 Sep 01
2006 2007 2007 2007 2007 2007
- Daily naxinun discharge - Estinated daily nean discharge
- Daily nininun discharge - Period of approved data
- Daily nean discharge Period of provisional data
3.2.2 Stream Problem Areas
There were a total of 37 stream problem areas identified for the project, 25 on the mainstem, 10 on
Mountain Creek, and two on the Unnamed Tributary. Thirteen problem areas were classified as areas of
high concern, and URS recommends repair or maintenance on these areas. The remaining 24 should be
watched closely to see if they improve or worsen.
The stream problem areas consisted primarily of bank erosion, structure failure, and bed aggradation. The
structure at the beginning of Mountain Creek, MCPAI continues to be a problem area. Water is piping
behind and around the structure, and it is constructed at a large elevation drop. If this structure fails, it is
likely to induce a headcut that will work up the unrestored section of Mountain Creek. Many of the
rootwads were causing scour on the downstream side. A common problem was also observed with many
of the J-hook vanes, as shown in photos BWPA3 and BWPA1O. These structures were often constructed
with three rocks placed high above the invert of the bed, which caused an obstruction of flow, and the
water to be diverted into the banks. This problem was further exacerbated by the fact that the rocks trap
debris and create a larger obstruction.
A beaver dam and sign of beaver activity were observed on Big Warrior Creek during 2007 monitoring
between stations 20+00 and 25+00 and 40+00 and 50+00. A small beaver dam is present at station
22+40. Measures should be taken to remove the beaver.
21
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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The Problem Areas Plan View is located in Appendix B-I, Problem Area data tables are located in
Appendix B-II, and Problem Area Photos are located in Appendix B-III.
3.2.3 Fixed Photo Station Photos
Stream Photo Station photos are located in Appendix B-IV.
3.2.4 Stability Assessment
Table VI. Categorical Stream Feature Visual Stability Assessment (% Functioning)
Big Warrior Creek
EEP Project Number 00412
Feature Initial MY-01 MY-02 MY-03 MY-04 MY-05
A. Riffle 100 N/A 100 100
B. Pool 100 N/A 100 100
C. Thalwe 100 N/A 96 96
D. Meanders 100 N/A 98 98
E. Bed General 100 N/A 93 93
F. Bank Condition 100 N/A 96 98
G. Vanes / J Hooks 100 N/A 72 75
H. Wads and Boulders 100 N/A 70 73
3.2.5 Quantitative Measures Summary Tables (Morphology and Hydrology)
Neither EcoLogic nor URS received the Restoration Plan for the Big Warrior Stream Restoration Site,
and the 2005 Mitigation Plan contained little pre-restoration data. Therefore, populating the Baseline
Morphology and Hydraulic Summary Table was not possible. The table has been condensed to show the
Regional Curve Interval data for each reach. Baseline data were unavailable for the rest of the table.
22
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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4.0 METHODOLOGY SECTION
All monitoring methodologies follow the most current templates and guidelines provided by EEP (EEP
2006). Photographs were taken at high resolution using an Olympus Stylus 4.0 megapixel digital camera.
GPS location information was collected using a Trimble Geo XT handheld mapping grade GPS unit.
GPS locations were collected in 2006 (Year 2) on both banks of each cross section and on all four corners
of each vegetation plot. Stream and vegetation problem areas were noted in the field on As-Built Plan
Sheets. Permanent photo station photographs were taken from locations marked in the Year One
Monitoring Report, prepared by EcoLogic Associates.
4.1 STREAM METHODOLOGY
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 publications from US Forest Service
and the interagency Stream Mitigation Guidelines (USACE 2003). URS' field morphology survey was
conducted using a Topcon PL-H3C Rotating Laser and the data were analyzed and displayed using the
Reference Reach Spreadsheet, Version 4.21, (Mecklenburg 2006). Modified Wolman pebble counts were
conducted in the vicinity of each cross section. Photographs were taken at each cross section. A photo
was taken from the left bank towards the right bank, and from the right bank towards the left bank.
4.2 VEGETATION METHODOLOGY
Seven vegetation plots were established by CDM in 2004. These seven plots were evaluated for the As-
built survey. These plots consisted of 1/10-acre circular plots with the center points marked with rebar.
For the Year 1 survey in 2005, EcoLogic did not have As-built project data. EcoLogic established 30 10-
meter by 10-meter vegetation plots, per EEP's current protocol at that time.
According to the 2006, Version 4.0 CVS-EEP Protocol for Recording Vegetation (Lee et al 2006), the
Big Warrior Creek Stream Restoration Project requires the monitoring of 16 vegetation plots. The new
CVS-EEP Protocol for Recording Vegetation was used to inventory 16 (1, 2, 4, 6, 7, 8, 9, 11, 13, 15, 19,
25, 26, 28, 29, and 30) of the 30 vegetation plots established by EcoLogic.
Vegetation monitoring methods followed the 2006, Version 4.0 CVS-EEP Protocol for Recording
Vegetation. Vegetation plot photographs were collected at the southwest corner of each vegetation plot.
Vegetation monitoring plots were re-marked in the field by replacing all old flagging with new flagging.
Each vegetation plot was marked by Ecologic in 2005 with a four-foot PVC pipe at the upstream, outside
corner. The remaining three corners were marked with steel conduit. URS placed orange flagging at the
southwest corner of each vegetation plot and blue flagging at the remaining corners. The orientation of
the plot was marked on the CVS-EEP data sheet if the PVC was not in the southwest corner (the origin of
the plot). Planted stems were flagged in white. Volunteer/natural regeneration stems were inventoried,
but not flagged. Monitoring taxonomy follows `Manual of the Vascular Flora of the Carolinas' (Radford
et. al 1968). Stem height was measured with a folding one-meter rule. Diameter at breast height and
decimeter height were measured with calipers. The X,Y coordinates relative to the southwest corner
(origin) of each stem in the plot were recorded, as was the bearing of the x axis from the southwest
corner. The results of the stem counts are located in Appendix A-I. Photographs of the monitoring plots
are located in Appendix A-IV.
30
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
' 5.0 REFERENCES
' CDM. 2005. Big Warrior Stream Restoration Mitigation Plan. Prepared by Camp, Dresser, and McKee
and Biohabitats, Inc. Prepared for NC Ecosystem Enhancement Program. March 2005.
' EcoLogic Associates, P.C. 2006. Big Warrior Creek 2005 Monitoring Report, Monitoring Year One.
Prepared for NC Ecosystem Enhancement Program. April 2006.
Mecklenburg, Dan. 2006. The Reference Reach Spreadsheet for Channel Survey Data Management.
Version 4.2L. Ohio Department of Natural Resources.
EEP. 2006. Content, Format, and Data Requirements for EEP Monitoring Reports. Version
1.2 (11/16/06). NCDENR, NCEEP. 17pp.
Lee, Michael T., Peek, Robert K., Roberts, Steven D., Wentworth, Thomas R. 2006. CVS-EEP Protocol
' for Recording Vegetation. Version 4.0. (http://cvs.bio.unc.edu/methods.htm)
Radford, A.E., Ahles, H.E., and C.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. The
' University of North Carolina Press. Chapel Hill, NC.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology, Pagosa Springs, CO.
USACE, Wilmington District, US Environmental Protection Agency, NC Wildlife Resources
Commission, and NC Division of Water Quality. 2003. Stream Mitigation Guidelines. April
2003. 26 pp.
USGS. 2007. Reddies River at North Wilkesboro, NC streamflow gage. USGS Real Time Water Data.
Gage 02111500. http://waterdata.usgs.aov.
' Weakley, A.S. 2007. Flora of the Carolinas, Virginia, Georgia, and surrounding Areas. Working Draft
as of 11 January 2007. UNC Herbarium. North Carolina Botanical Garden. UNC at Chapel Hill.
1
31
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX A
VEGETATION RAW DATA
OU412 - Big Warrior Creek - MY3 Final Report URS
2/08
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APPENDIX A-1. VEGETATION SURVEY DATA TABLES
Table A1. Vegetation Metadata
Report
Prepared By Susan Shelingoski
Date Prepared 9/28/2007 9:11
database
name CVS_EEP_EntryTool_v220NEW.mdb
database
location P:\Jobs3\31825348_Monitoring\Veg
computer
name RDUXPL129
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT------------
Metadata This worksheet, which is a summary of the project and the project data.
Each project is listed with its PLANTED stems, for each year. This excludes
Proj, planted live stakes and lists stems per acre.
Each project is listed with its TOTAL stems, for each year. This includes live
Proj, total stakes, all planted stems, and all natural/volunteer stems. Listed in stems
stems per acre.
Plots List of plots surveyed.
Vigor Frequency distribution of vigor classes.
Vigor by Spp Frequency distribution of vigor classes listed by species.
List of most frequent damage classes with number of occurrences and
Damage percent of total stems impacted by each.
Damage by
Spp Damage values tallied by type for each species.
Damage by
Plot Damage values tallied by type for each plot.
ALL Stems by Count of total living stems of each species (planted and natural volunteers
Plot and spp combined) for each plot; dead and missing stems are excluded.
PROJECT SUMMARY-------------------------------------
Project Code 412
project Name Big Warrior Creek
Description Stream Restoration
River Basin
length(ft)
stream-to-
edge width (ft)
area (sq m)
Required
Plots
(calculated)
Sampled Plots 0
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX A-I. VEGETATION SURVEY DATA TABLES
Table A2. Vegetation Vigor by Species
Species 4 3 2 1 0 Missing
Alnus serrulata 2 9 1
Betula ni ra 3 4 3
Cephalanthus
occidentalis
1
Cornus amomum 2 12 2 1
Fraxinus enns Ivanica 1 2 2 1
Ju lans ni ra 1 7 6 1 2 4
N ssa s Ivatica 1
Salix ni ra 2 5
Cercis canadensis 1 1 1
Lindera benzoin 1
Liriodendron tuli ifera 5 9 1 2 4
Platanus occidentalis 6 9 4 1
Ph socar us o ulifolius 8 4
TOT: 13 22 64 21 1 10 14
Table A3. Vegetation Damage by Species
Species All
Damage
Categories
(no
damage)
Diseased
Insects
Vine
Strangulation
Alnus serrulata 12 5 7
Betula ni ra 10 10
Cephalanthus
occidentalis
1
1
Cercis canadensis 3 3
Cornus amomum 17 16 1
Fraxinus enns Ivanica 6 6
Ju lans ni ra 21 21
Lindera benzoin 1 1
Liriodendron tuli ifera 21 15 3 3
N ssa s Ivatica 1 1
Ph socar us o ulifolius 12 10 2
Platanus occidentalis 20 12 8
Salix ni ra 7 6 1
TOT: 13 132 107 3 20 2
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX A-I. VEGETATION SURVEY DATA TABLES
Table A4. Vegetation Damage by Plot
All
Damage (no Vine
lot Categories dama a Diseased Insects Strangulation
412-01-0001-
ear:3 16 13 3
412-01-0002-
ear:3 10 7 3
412-01-0004-
ear:3 4 3 1
412-01-0006-
ear:3 6 5 1
412-01-0007-
ear:3 16 16
412-01-0008-
ear:3 1 1
412-01-0009-
ear:3 9 8 1
412-01-0011-
ear:3 15 14 1
412-01-0013-
ear:3 9 9
412-01-0015-
ear:3 3 3
412-01-0019-
ear:3 5 5
412-01-0025-
ear:3 8 6 2
412-01-0026-
ear:3 9 6 3
412-01-0028-
ear:3 8 7 1
412-01-0029-
ear:3 2 1 1
412-01-0030-
ear:3 11 9 2
TOT: 16 132 107 3 20 2
00412 - Big Warrior Creek - MY3 Final Report
URS
2/08
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APPENDIX A-1. VEGETATION SURVEY DATA TABLES
Table A6a. Vegetative Problem Areas - Big Warrior Creek
Big Warrior Creek
EEP Project Number 00412
Feature # Feature/Issue Station
#/Ran e Probable Cause Photo #
BWVPA2 Invasive/exotic plant 12+00 to 20+10 Invasive/exotic plant BWVPA2
BWVPA4 Invasive/exotic plant 33+00 to 35+00 Invasive/exotic plant BWVPA4
BWVPA5 Bare bank 43+15 Bank erosion BWVPA5
BWVPA6 Invasive/exotic plant 43+15 Invasive/exotic plant BWVPA6
BWVPA7 Bare floodplain, gully
erosion
49+00 to 50+00
Poor soil
BWVPA7
BWVPA8 Invasive/exotic plant 63+50 Invasive/exotic plant BWVPA8
BWNVPAI Bare bank 21+00 to 22+00 Bank erosion BWNVPAI
Table A6b. Vegetative Problem Areas - Mountain Creek
Big Warrior Creek
EEP Project Number 00412
Feature # Feature/Issue Station #/Range Probable Cause Photo #
MCVPAI Bare bank 5+00 Bank erosion MCVPAI
MCVPA2 Bare bank 6+20 Bank erosion MCVPA2
MCVPA3 Bare bank 13+60 Bank erosion MCVPA3
MCVPA4 Bare bank 15+00 Bank erosion MCVPA4
MCVPA5 Bare flood lain 17+00 to 17+60 Overflow MCVPA5
MCVPA6 Bare bank 17+00 Bank erosion MCVPA6
MCVPA7 Bare bank 17+60 Bank erosion MCVPA7
MCVPA8 Bare bank 19+00 Bank erosion MCVPA8
1 00412 - Big Warrior Creek - MY3 Final Report URS 2/08
APPENDIX A-II. VEGETATIVE PROBLEM AREA PHOTOS
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
4
APPENDIX A-II. VEGETATIVE PROBLEM AREA PHOTOS
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX A-III. VEGETATIVE PROBLEM AREAS PLAN VIEW
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX A-IV. VEGETATION MONITORING PLOT PHOTOS
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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1
APPENDIX B
I GEOMORPHIC RAW DATA
1
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1
I UU412 - Big W arnor Creek - MY3 Final Report URS 2/08
L
1
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1
APPENDIX B-1. STREAM PROBLEM AREAS PLAN VIEW
1 11111 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX B-II. STREAM PROBLEM AREAS DATA TABLES
Table Bla. Stream Problem Areas - Big Warrior Creek
Big Warrior Creek
EEP Project Number 00412
Feature # Feature Issue Station Suspected Cause Photo #
BWPA1 Structure degradation 5+00 Bank scour behind rootwad BWPA1
BWPA2 Structure failure 11+00 Scour BWPA2
BWPA3 Structure failure 12+60 Rocks obstructing flow, causing flow
diversion into banks BWPA3
BWPA4 Structure failure 17+60 Scour BWPA4
BWPA5 Pondin 22+40 Beaver presence / beaver dam BWPA5
BWPA6 Structure degradation 23+60 Scour behind to vane BWPA6
BWPA7 Bank erosion 34+50 Scour BWPA7
BWPA8 Bank erosion 34+75 Scour BWPA8
BWPA9 Bank erosion 34+90 Scour BWPA9
BWPA10 Aggradation, mid-channel bar
formation 43+00 Inadequate sediment transport BWPA10
BWPA11 Aggradation, mid-channel bar
formation 40+00 Upstream erosion BWPA11
BWPA12 Structure failure 42+60 Rocks obstructing flow, causing flow
diversion into banks BWPA12
B W PA 13 Aggradation, lateral bar
formation 44+70 Lateral migration of channel B WPA 13
BWPA14 Bank erosion 49+75 Lateral migration of channel BWPA14
BWPA15 Structure degradation 49+60 Stability BWPA15
BWPA16 Aggradation, mid-channel bar
formation 52+00 Inadequate sediment transport BWPA16
BWPA17 Structure degradation 54+80 Scour BWPA17
BWPA18 Structure degradation 56+00 Floodplain flow is undermining log
structure BWPA18
BWPA19 Structure degradation 56+10 Scour BWPA19
BWPA20 Structure degradation 62+60 Scour BWPA20
BWPA21 Structure degradation 63+10 Scour BWPA21
BWPA22 Structure degradation 64+90 Scour BWPA22
BWPA23 Bank erosion 65+20 Scour BWPA23
BWPA24 Structure degradation 67+00 Stability BWPA24
BWPA25 Aggradation, mid-channel bar
formation 67+80 Upstream erosion BWPA25
1 00412 - Big Warrior Creek - MY3 Final Report URS 2/08
t
1
1
11
1
1
1
1
17
1
APPENDIX B-11. STREAM PROBLEM AREAS DATA TABLES
Table Blb. Stream Problem Areas - Mountain Creek
Big Warrior Creek
EEP Project Number 00412
Feature # Feature Issue Station Suspected Cause Photo #
MCPA1 Structure failure 0+00 Too much elevation drop MCPAI
MCPA2 Structure failure 1+80 Lo not keyed into bank adequately MCPA2
MCPA3 Bank erosion 2+10 Scour MCPA3
MCPA4 Bank erosion 6+80 Scour MCPA4
MCPA5 Bank erosion 10+00 Scour MCPA5
MCPA6 Bank erosion 13+75 Scour MCPA6
MCPA7 Bank failure 14+80 Scour MCPA7
MCPA8 Bank erosion and a radation 17+00 Excessive scour MCPA8
MCPA9 Bank failure 17+60 Excessive scour MCPA9
MCPA10 Aggradation, mid-channel bar
formation 23+90 Upstream scour MCPA10
Table Blc. Stream Problem Areas - Unnamed Tributary
Big Warrior Creek
EEP Project Number 00412
Feature # Feature Issue Station Suspected Cause Photo #
UTPA 1 Severe sedimentation (pool 5+00 Upstream erosion/clearcut UTPA 1
filled in
UTPA2 Severe sedimentation (pool 9+00 Upstream erosion/clearcut UTPA2
filled in
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
APPENDIX B-III. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
BIG WARRIOR (9/12/07)
BWPA3 facing upstream
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
BWPAI facing right bank
BWPA2 facing left bank
BWPA5 facing downstream
BWPA4 facing left bank
B WPA6 facing right bank
iI
1
1
4 r
+i?i A i'1Y... ??'i?i+ t
BWPA10 facing downstream
APPENDIX B-III. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
r
B W PA 1 1 facing upstream
00111 - Big Warrior Creek - MY3 Final Report URS 2/08
BWPA7 facing right bank
BWPA8 facing left bank
BWPA9 facing left bank
BWPA12 facing upstream
APPENDIX B-III. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
F
?j '? °Y } 1 R c
s F ry " w
tr ?.
r F?
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BWPA15 looking down at left bank
u. -
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3 A,
r
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
BWPA13 facing downstream
B WPA 14 facing right bank
BWPA17 facing left bank
BWPA16 facing upstream
BWPA18 facing right bank
APPENDIX B-III. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
BWPA19 facing right bank
BWPA20 facing right bank
BWPA21 facing right bank
BWPA22 facing left bank
BWPA23 facing left bank
BWPA24 facing downstream
APPENDIX B-III. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
MOUNTAIN CREEK (9/11/07)
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
7WPA25 facing downstream
MCPA2 facing left bank
MCPA3 facing upstream
MCPA4 facing right bank
APPENDIX B-III. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
f'
f
10
MCNPA5 facing right bank
a P ,(?
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7 y
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
MCPA6 facing right bank
MCPA7 facing right bank
MCPA9 facing downstream
MCPA 10 facing right bank
f
APPENDIX B-fll. REPRESENTATIVE STREAM PROBLEM AREA PHOTOS
UNNAMED TRIBUTARY (9/10/07)
4. ? f
+ t r
F
UI1'i? I facing upstream
r
004I2 - Big Warrior Creek - MY3 Final Report
URS
1
R.
+ ?, N X
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ti
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2/08
UTPA2 facing upstream
APPENDIX B-IV. STREAM PHOTO STATION PHOTOS
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
PS 1 - Big Warrior Creek (9/12/07)
PS2 - Big Warrior Creek (9/12/07)
PS3 - Big Warrior Creek (9/12/07)
PS4 - Big Warrior Creek (9/12/07)
PS5 - Big Warrior Creek (9/12/07)
PS6 - Big Warrior Creek (9/11/07)
APPENDIX B-IV. STREAM PHOTO STATION PHOTOS
5 \?
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PS9 - Unnamed Tributary (9/10/07)
00412 -Big Warrior Creek - MY3 Final Report URS 2/08
PS8 - Big Warrior Creek (9/10/07)
PS7 -Big Warrior Creek (9/10/07)
PSI 0 -Unnamed Tributary (9/10/07)
PS 11 -Unnamed Tributary (9/10/07)
PSI 2 -Unnamed Tributary (9/10/07)
APPENDIX B-IV. STREAM PHOTO STATION PHOTOS
e +{ti
VIP.?R wmt rt7`t. fS :.r
r; 1? Syr
1'S13 - Unnamed Tributary (9/10/07)
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PS 15 - Big Warrior Creek (9/10/07)
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PSI7 - Big Warrior Creek (9/11/07)
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PS 16 - Big Warrior Creek (9/11/07)
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
PS 14 - Unnamed Tributary (9/10/07)
PSI 8 - Mountain Creek (9/11/07)
APPENDIX B-IV. STREAM PHOTO STATION PHOTOS
?•o ? ? rob t+•• '??.
r, •
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PS 19 - Mountain Creek (9/11/07)
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
PS20 - Mountain Creek (9/11/07)
PS22 - Mountain Creek (9/11/07)
PS23 - Mountain Creek (9/11/07)
PS24 - Mountain Creek (9/11/07)
APPENDIX B-IV. STREAM PHOTO STATION PHOTOS
PS25 - Mountain Creek (9/11/07)
00412 - Big Warrior Creek - MY3 Final Report URS 2/08PS27 - Big Warrior Creek (9/10/07)
PS26 - Big Warrior Creek (9/10/07)
PS29 - Big Warrior Creek (9/10/07)
PS28 - Big Warrior Creek (9/10/07)
PS30 - Big Warrior Creek (9/12/07)
APPENDIX B-IV. STREAM PHOTO STATION PHOTOS
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
PS32 - Big Warrior Creek (9/12/07)
PS31 - Big Warrior Creek (9/12/07)
PS33 - Big Warrior Creek (9/12/07)
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APPENDIX 13-VI. CROSS SECTION PHOTOS AND ANNUAL OVERLAYS OF PLOTS
BIG WARRIOR (9/12/07)
t
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00412 - Big Warrior Creek - MY3 Final Report
r
M?
URS
r ?, a???; ate"
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S ar` = ro
2/08
XS I facing right bank
XS2 facing right bank
XS3 facing right bank
APPENDIX 13-VI. CROSS SECTION PHOTOS AND ANNUAL OVERLAYS OF PLOTS
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
XS4 facing left bank
XS4 facing right bank
Big Warrior - Mainstem XS 1, Year 1, 2, & 3 Overlay
As-Built Elevation Data used for 2006 and 2007 top of rebar elevation
a
0
r
R
d
w
-40 -20 0 20 40 60 80 100 120
Station
Year 1 - 11/16/05 - Data moved to align right bank
-¦- Year 2 - 9/27/06 - Both bank pins re-established
Year 3 - 9/12/07 - Inconsistent left pin, data placed over 2006
Big Warrior - Mainstem XS 2, Year 1, 2, & 3 Overlay
As-Built Elevation Data used for 2006 and 2007 top of rebar elevation
1102
g 1100
1098
d
W 1096
1094
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
0 10 20 30 40 50
Station
C Year 1 - 11/16/05 --w- Year 2 - 9/27/06 Year 3 - 9/12/0]
Big Warrior - Mainstem XS 3, Year 1, 2, & 3 Overlay
As-Built Elevation Data used for 2006 and 2007 top of rebar
elevation
1092
c 1091
1090
> 1089
1088
w 1087
1086
0
5 10 15 20 25 30 35 40
Station
Year 1 - 11 /16/05
-f Year 2 - 8/29/06 - Right bank pin re-established
Year 3 - 9/12/07
1090
Big Warrior - Mainstem XS 4, Year 1, 2, & 3 Overlay
As-Built Elevation Data used for 2006 and 2007 top of rebar
elevation
c 1088
r
1086
m
M 1084
1082 '
0 10 20 30 40 50
Station
-?- Year 1 - 11 /16/05
- Year 2 - 8/29/06 - Right bank pin re-established
Year 3 - 9/12/07
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
APPENDIX 13-VI. CROSS SECTION PHOTOS AND ANNUAL OVERLAYS OF PLOTS
MOUNTAIN CREEK (9/11/07)
,;
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00412 - Big Warrior Creek - MY3 Final Report URS 2/08
XS 1 facing right bank
XSI facing left bank
XS2 facing left bank
XS2 facing right bank
Big Warrior - Mountain Creek XS 1, Year 1, 2, & 3 Overlay
As-Built Elevation Data used for 2006 and 2007 top of rebar elevation
1104
1103
c
0 1102
1101
w 1100
1099
1098
0
5 10 15 20 25 30
Station
-+- Year 1 - 11 /15/05
-;- Year 2 - 8/30/06 - Left bank pin re-established
-* - Year 3 - 9/11/07
1100
1099
c 1098
35
Big Warrior - Mountain Creek XS 2 - Year 1, 2, & 3 Overlay
As-Built Elevation Used for 2006 data for Height of Instrument
1097
?a
m 1096
U' 1095--.
1094
1093
0 10 20 30 40 50
Station
Year 1 - 11/15/05 -Aff--Year 2 _8/30/06 Year 3 - 9/11/07
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
APPENDIX 13-VI. CROSS SECTION PHOTOS AND ANNUAL OVERLAYS OF PLOTS
UNNAMED TRIBUTARY (9/10/07)
ti
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9 ? Y
f/ r
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
XS l facing right bank
XS 1 facing left bank
XS2 facing left bank
XS2 facing right bank
Big Warrior - Unnamed Trib XS 1, Year 1, 2, & 3 Overlay
As-Built Elevation Used for 2006 data for Height of Instrument
1108
1107
ca
1106
w
1105 ' "
0 5 10 15 20
1102
= 1101
1100
1099
w 1098
Station
--*-Year 1 -11/15/05 --n Year 2 - 8/29/06 Year 3 - 9/10/07
Big Warrior - Unnamed Trib XS 2, Year 1, 2, & 3 Overlay
As-Built Elevation Used for 2006 data for Height of Instrument
1097 '
0 5 10 15 20 25 30 35
Station
-Year 1 - 11/15/05 --Year 2 - 8/29/06 Year 3 - 9/10/07
25
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
1
1
APPENDIX B-VII. ANNUAL OVERLAYS OF LONGITUDINAL PLOTS
BIG WARRIOR
UU412 - Big Warrior Creek - MY3 Final Report URS
2/08
OD
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APPENDIX B-VII. ANNUAL OVERLAYS OF LONGITUDINAL PLOTS
I MOUNTAIN CREEK
1
1
1
[1
I
1
1
00412 - Big Warrior Creek - MY3 Final Report URS 2/08
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APPENDIX B-VII. ANNUAL OVERLAYS OF LONGITUDINAL PLOTS
UNNAMED TRIBUTARY
00412 - Big Warrior Creek - MY3 Final Report URS
2/08
L
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APPENDIX B-VIII. PEBBLE COUNT FREQUENCY DISTRIBUTION PLOTS
BIG WARRIOR
C1
C?
01411 - Big Warrior Creek - MY3 Final Report URS 2/08
1
1
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