HomeMy WebLinkAbout20000846 Ver 1_Year 2 Monitoring Report_20100126EE
LLP
ECS CAROLINAS, LL
"Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F-1078
Mr. John Thomas
Raleigh Regulatory Field Office
Wilmington District U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
_ ji ?axl 25, 2009
SAN ZG,u
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Reference: 2nd Annual Monitoring Report for Brush Creek Mitigation Areas I, Il and III
Piedmont Triad International Airport
Greensboro, North Carolina
USACE Action ID 200021655, DWQ # 00-0846
ECS Project No. 09-12666C
Dear Mr. Thomas:
In accordance with Special Conditions "w" and "x" of the U.S. Army Corps of Engineers
(USACE) permit and "6" of the North Carolina Division of Water Quality (DWQ) permit, ECS
Carolinas, LLP (ECS) has prepared a report for the first annual monitoring for stream restoration
and wetland creation and restoration of Brush Creek Mitigation Areas I, II and III. Our findings
are detailed in the enclosed report.
If there are questions regarding this report, or a need for further information, please contact us at
(336) 856-7150.
Respectfully submitted,
ECS CAROLINAS, LLP
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Denise M. Poulos, LSS
Principal Scientist
Michael T. Brame
Project Scientist
cc: Ms. Cyndi Karoly, DWQ
Sue Homewood, DWQ
Mickie Elmore, PTAA
Chris Arrington, Baker & Associates
David S. Brame
Project Scientist
4811 Koger Boulevard . Greensboro, NC 27407 • T. 336-856-7150 • F: 336-856-7160 • www.ecslimited.com
ECS Carolinas, LLP - ECS Florida. LLC • ECS Mid-Atlantic, LLC - ECS Southeast, LLC • ECS Texas, LLP
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Brush Creek I, II and III
Stream and Wetland Mitigation Project
Year 2 Monitoring Report
ECS Project No.,09-12666d
Guilford County, NC
USACE Permit Number 200021655
DWQ Permit Number 00-0846
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JAN
DENR - IM1A?ER DUALITY
VJETLAVDSA?dD S?OR?$i'ri?E(q ggAyCH
Brush Creek I, II and III
Stream and Wetland Mitigation Project
Year 2 Monitoring Report
ECS Project No. 09-12666d
Guilford County, NC
USACE Permit Number 200021655
DWQ Permit Number 00-0846
Prepared for:
Piedmont Triad Airport Authority
6415 Bryan Boulevard
Greensboro, NC 27425
Prepared by:
LLP
CAROLINAS
ECS Carolinas, LLP
4811 Koger Blvd
Greensboro, NC 27407
336-856-7150
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BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
r MONITORING REPORT
ECS PROJECT No. 09-12666D
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TABLE OF CONTENTS
' Introduction .......................................................................................................2
Project Description ............................................................................................3
Monitoring Activities ......
' Monitoring Results ............................................................................................5
Restoration Success Criteria ................................
6
' .............................................
Stream Dimension
Stream Pattern and Profile
Stream Bed Material Analysis
Photo Reference Sites
Wetland Hydrology
Bankfull Events
Vegetative Planting
Benthic Macroinvertebrate Sampling
' Maintenance and Contingency Plans ..................................
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New Development
Stream Maintenance
' Wetland Maintenance
Comments and Observations ....
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Appendix A: Site Plans
' Appendix B: Monitoring Cross Sections
Appendix C: Monitoring Profile
Appendix D: Monitoring Pebble Counts
' Appendix E: Monitoring Photographs
Appendix F: Monitoring Well Data
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r Appendix G: Monitoring Vegetative Data Sheets
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ECS Carolinas, LLP
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BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
' MONITORING REPORT
ECS PROJECT No. 09-12666D
INTRODUCTION
Brush Creek Mitigation Areas I, II, and III (BC-I, BC-II and BC-III, respectively) were identified
as having potential to help meet the compensatory mitigation requirements of the Piedmont
' Triad Airport Authority (PTAA) for impacts resulting from the expansion of their existing
facilities. The objective of this project is to provide stream mitigation units (SMU) and wetland
mitigation units (WMU) to the PTAA to offset impacts in the Cape Fear 03030002 hydrologic
unit. The mitigation units required are being accomplished through the restoration of stream
' and wetland riparian habitats at the above referenced sites as specified in USACE Permit
Number 200021655 and DWQ Permit Number 00-0846.
' The construction of the wetlands at BC-I, BC-II and BC-III was completed in January and
February 2008. The restoration of the stream at BC-III was completed in February 2009. The
project was designed by ECS Carolinas, LLP and constructed by Shamrock Environmental.
An erosion control berm remains around portions of BC-II. The berm in BC-II is scheduled for
removal in January 2010, weather permitting. The removal of the berm has been approved by
the North Carolina Department of Environment and Natural Resources, Division of Land
Quality. This monitoring report includes the second year of monitoring for the wetlands and
' the first year of monitoring for the stream at BC-I II.
As-built drawings for BC-II are awaiting submittal pending the removal of the erosion control
t berm.
Due to conditions encountered during construction, the size and extent of wetlands were
altered as necessary. The following alterations were made:
• BC I - Based on the design/permit
the restored wetlands in BC I were sch
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4.66 acres in area. The actual amount of wetlands as surveyed following construction is
4.54 acres.
• BC II - Based on the permit, the created wetlands in BC II were scheduled to be 5
3
.
acres
in area. After the berm is removed, the actual amount of wetlands is anticipated to be 9.0
acres in area (less 0.6 acres for USACE Action ID # SAW200641354241 and DWQ # 00-
1632).
• BC III - Based on the design/permit
the restored wetlands in BC III w
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to be
2.7 acres in area. The actual amount of wetlands as surveyed following construction is
2.06 acres.
• BC III - Based on the permit, 200 linear feet of stream were to be restored. The actual
' amount of stream restored as surveyed following construction is 450 linear feet.
Based on the permit, the overall mitigation compliance for BC I, II and III included the
restoration of 7.4 acres of wetland, the creation of 5.3 acres of wetland and the restoration of
2
00 linear feet of stream. As determined by the survey following construction, 6.60 acres of
wetland and 450 linear feet of stream have been restored. Based on preliminary estimates
,
9.0 acres of wetland have been created.
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Figure 1: 2007 Aerial Photograph from Guilford County GIS Data Viewer
BC-1 is located to the south of North Triad Boulevard near its intersection with Airport Parkway.
BC-1 is a restored wetland that includes two cells that contain approximately 4.54 acres. The
two wetland cells are bisected by an unnamed tributary to Brush Creek.
ECS Carolinas, LLP 3
BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJECT No. 09-12666D
BC-II is located to the southeast of Airport Parkway. BC-11 is a created wetland that is
approximately 9.0 acres in area.
' BC-III is located to the southeast of the new alignment of Airport Parkway (not shown on
Figure 1). BC-III is situated in the former roadway of Old Oak Ridge and consists of
' approximately 2.06 acres of restored wetland and approximately 450 linear feet of restored
stream channel.
This report documents the monitoring of the completed Brush Creek wetland mitigation areas.
Figure 1 is a site location map (USGS Topographic Map, Guilford, North Carolina Quadrangle)
that identifies the project area. The site plans are included in Appendix A.
ECS Carolinas, LLP 4
rigure z - mite Location neap
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MONITORING ACTIVITIES
BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJECT No. 09-12666D
Year two monitoring was completed for the wetlands at BC-I, BC-II and BC-III. Year one
monitoring was completed for the restored stream at BC-III. The monitoring was performed
between September and November 2009. Hydrology was monitored throughout 2009. The
data analyzed includes stream channel cross sections (Appendix B) and stream channel
profiles (Appendix C) with a virtual reference station (VRS), pebble counts (Appendix D) with a
gravelometer, photographs (Appendix E) taken with a digital camera, monitoring well data
(Appendix F) collected from pre-established wells, and vegetation counts (Appendix G) in pre-
established plots and transects. Observations of structures, vegetation and problem areas
were made throughout the data collection process and are documented in this report.
MONITORING RESULTS
The stream profile and cross sections were surveyed at BC-III. Graphs depicting the survey
results of stream channel cross sections are included in Appendix B and stream channel
profiles are included in Appendix C. The results of the surveying do not reveal significant
changes from the as-built surveys. The survey data indicates stable cross sections with no
significant widening or increases in depth. However, based on visual observations, repairs to
Cross Vane 1 and Cross Vane 2 are needed. In addition, repairs are needed on the left bank
(when facing downstream) at the lower end of the stream at BC-III. These areas have been
scheduled for repair.
Based on a comparison of the as-built data, there has been little to no change in the
streambed material in the riffle and pool sequences. Graphs of pebble counts at each of the
cross sections are included in Appendix D.
Monitoring well data indicates that hydrology is present at levels above the monitoring success
requirements in 12 out of 14 monitoring wells that are located in the three wetland areas. MW
3 in BC-II and MW 2 in BC-III were slightly below monitoring success requirements. Graphs
showing water levels in each of the wetland monitoring wells are included in Appendix F.
Based on vegetative sampling, BC-I, BC-II and BC-III are each within the success range for
vegetative criteria. Additional planting in 2010 is not recommended. Wetland vegetation and
live staking stem count data is included in Appendix G.
ECS Carolinas, LLP
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BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJECT No. 09-12666D
RESTORATION SUCCESS CRITERIA
STREAM DIMENSION
Cross section data was collected at established monitoring locations using a geophysical
virtual reference system (VRS). Two cross sections were analyzed using Microsoft Excel
software and compared to as-built data. Graphs of the resulting data are included in Appendix
B. The cross sectional dimensions of the streams are consistant with the as-built data. The
data does not reveal significant widening or increases in depth. The following visual
observations were noted during recent site visits.
The left arm of Cross Vane 1 and the right arm of Cross Vane 2 have collapsed into the
stream. The stream bank above the vane arms are matted and live staked. Therefore, severe
bank erosion has not occurred as a result of the collapsed vane arms. The vane arms are
scheduled for repairs.
Bank erosion has occurred on the left bank at the lower reaches of BC-III. Repairs are
scheduled to correct this portion of the stream.
STREAM PATTERN AND PROFILE
1 Stream pattern and profile data was collected for the entire length of all reaches using a
geophysical VRS. Data collected included thalweg
inverts of in-stream structures
water
,
,
surface, and low top of bank. This data was analyzed using Microsoft Excel software and
compared to as-built data. This data is presented in graphs located in Appendix C. Changes
' were not observed in the thalweg depth or in the stream pattern. Elevation and slope of the
riffle and pool sections are consistent with previous monitoring data.
STREAM BED MATERIAL ANALYSIS
Stream bed material anal
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permanent cross section.
A gravelometer was used to determine pebble size. Based on a comparison of the as-built
data, there has been little to no change in the streambed material in the riffle and pool
sequences. Graphs of pebble counts at each of the cross sections are included in Appendix
D.
PHOTOGRAPH REFERENCE SITES
Photographs were taken using a digital camera and these photographs are documented in the
Photo Log in Appendix B. The wetland photographs were taken in September. The stream
photographs were taken in December. The photograph locations are identified in the photo
logs and the site plans in Appendix A.
WETLAND HYDROLOGY
Wetland hydrology has been analyzed using monitoring wells with data loggers. Several
monitoring wells were installed in each of the wetlands. The locations of monitoring wells are
identified on the site plans (Appendix A). Data loggers gather water level readings at 7:00 AM
each day. The information from the wells is downloaded monthly, and the resulting data has
been analyzed using Microsoft Excel software to determine the average depth to groundwater.
The graphs depicting this analysis are located in Appendix C.
Twelve of the fourteen wetland monitoring wells met the wetland success criteria during 2009.
One monitoring well located in BC-II (MW 3) and one monitoring well located in BC-III (MW 2)
did not meet the criteria. BC-II, MW 3 did not meet the criteria of staying inundated for 28
consecutive days during the growing season. However, BC-II, MW 2 stayed inundated within
the upper 12 inches for 67 days out of the 226 days of the growing season. BC-III, MW 2
ECS Carolinas, LLP 6
BRUSH CREEK STREAM AND WETLAND MITIGATION PR03ECT
MONITORING REPORT
ECS PRO3Ecr No. 09-12666D
stayed inundated within the upper 12 inches for a total of 46 days throughout the growing
season.
Based on local weather data (NOAA.gov), the 2009 growing season (March through
November) in this area of North Carolina was under "abnormally dry" to "moderate drought"
conditions from July to November. During a year with normal precipitation, it is possible that
each of the wells would meet the wetland hydrology success criteria.
BANKFULL EVENTS
1 Several bankfull events have occurred since construction. Photographs documenting bankfull
events that occurred in 2009 are included in Appendix E.
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BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJECT No. 09-12666D
VEGETATIVE PLANTING
Vegetation sampling plots were established at the restoration site to monitor the success of
wetland vegetation. The locations of these plots were random but distributed across the
planted portions of the site (see photos in Appendix B). A Riparian Buffer Transect along the
stream at BC-III was sampled to identify vegetative success in the streamside vegetation
zones. The data resulting from the sampling of both the vegetative plots and buffer transect
can be found in Appendix G.
Based on the sampling, BC-l, BC-11 and BC-III are within the success range for vegetative
criteria. Tables 1, 2 and 3 show the current wetland stocking levels.
Table 1. O bserved planted trees per plo
TREES OBSERVED
0162 ACRES/PLOT t and corresponding stocking levels - BC-I
STOCKING LEVEL (PER ACRE)
Plot 1 7 432
Plot 2 6 370
Plot 3 7 432
Plot 4 5 309
Average 386
Ls:uccess criter ia at the end of year 2 is >320 trees per acre.
Table 2. Ob served planted trees per plo
TREES OBSERVED
0162 ACRES/PLOT t and corresponding stocking levels - BC-11
STOCKING LEVEL (PER ACRE)
Plot 1 7 432
Plot 2 9 556
Plot 3 7 432
Plot 4 10 617
Average 509
Success criter ia at the end of year 2 is >320 trees per acre.
Table 3. Ob served planted trees per plot
TREES OBSERVED
0162 ACRES/PLOT and corresponding stocking levels - HP-111
STOCKING LEVEL (PER ACRE)
Plot 1 18 1111
Plot 2 3 185
Average 648
Success criter ia at the end of year 2 is >320 trees per acre.
ECS Carolinas, LLP 8
BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJECT No. 09-12666D
BENTHIC MACROINVERTEBRATE SAMPLING
Benthic macro-invertebrates sampling is not required for this site and sampling was not
conducted.
1 WILDLIFE OBSERVATIONS
During the various monitoring events, ECS observed the site for wildlife. ECS has observed
the following wildlife species or evidence of the following wildlife species on the site:
Mallard Ducks;
Canada Geese;
Blue Herons;
Various Songbirds;
Whitetail Deer;
1 Minnows; and
Frogs.
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MAINTENANCE AND CONTINGENCY PLANS
NEW DEVELOPMENT
BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJECT No. 09-12666D
At the end of the second year of monitoring, herbaceous wetland vegetation is prevalent
throughout the wetlands in BC-I, BC-II and BC-III. Areas of the wetlands that were bare during
the first year of monitoring are now vegetated. The woody vegetation requirements have been
met for the second year of monitoring. No additional planting is recommended at this time.
Planting in BC-11 is scheduled following the removal of the erosion control berm. The areas
disturbed during berm removal will be reseeded and mulched in accordance with the
specifications of the Brush Creek Wetland Mitigation Plan.
Twelve of the fourteen wetland monitoring wells met the wetland success criteria during 2009.
One monitoring well located in BC-11 (MW 3) and one monitoring well located in BC-III (MW 2)
did not meet the criteria. However, BC-II, MW 2 stayed inundated within the upper 12 inches
for 67 days out of the 226 days of the growing season. BC-III, MW 2 stayed inundated within
the upper 12 inches for a total of 46 days throughout the growing season. The 2009 growing
season (March through November) in this area of North Carolina was under "abnormally dry"
to "moderate drought" conditions from July to November (NOAA.gov). During a year with
normal precipitation, it is possible that each of the wells would meet the wetland hydrology
success criteria.
As-built drawings have been submitted for BC-I and BC-III. As-built drawings for BC-11 will be
submitted after removal of the erosion control berm. The wetland area in BC-11 has been
estimated based on GPS measurements and is subject to change with the completion of the
as-built survey.
At the end of the first year of monitoring of the stream at BC-III, repairs are required for two
cross-vane arms and an eroded area on the left bank on the lower reach of the stream. The
footer rocks of the two vane arms were undercut initially during grading and further by heavy
stream flow. These items can be corrected with routine repairs. Scheduled repairs are
discussed below.
STREAM MAINTENANCE AND RECOMMENDATIONS
Corrective actions are needed for two cross-vane arms located in the stream at BC-111 and the
left bank on the lower reach of BC-III. The cross vane arms and bank are scheduled for
repairs. It appears that the initial failure of the two vane arms was caused by undercutting the
footer rocks during the grading process and further by stream flow. To repair the vane arms,
suitable footing material consisting of a well graded mixture of stone will be added so that the
footer rocks are not undercut in the future. Any areas disturbed during the repairs are to be
reseeded, mulched, matted and livestaked.
The left bank at the lower end of BC-III will be regraded to a 3:1 to 5:1 slope. All disturbed
areas will be reseeded, mulched, matted and livestaked. An outlet for a nearby culvert will be
regraded and covered with a stone dissipater to further improve the conditions of the bank in
this area.
WETLAND MAINTENANCE AND RECOMMENDATIONS
No wetland maintenance is recommended at this time. Nuisance species such as cattail
(Typha latifolia) have been observed in localized areas in each of the wetlands. They do not
appear to be creating a monoculture in any of the areas and no maintenance is recommended
at this time. However, they should be monitored closely to ensure that a monoculture does not
develop.
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BRUSH CREEK STREAM AND WETLAND MITIGATION PROJECT
MONITORING REPORT
ECS PROJEcr No. 09-12666D
COMMENTS AND OBSERVATIONS
At the end of the second annual monitoring period for the wetlands in BC-I, BC-II and BC-III,
the majority of the wetlands have met the hydrology and vegetative success requirements. No
repairs or maintenance are recommended at this time. At the end of the first year of
monitoring the stream at BC-III, repairs are needed to portions of the stream. These repairs
have been scheduled and will be implemented as soon as the weather permits.
ECS Carolinas, LLP 11
Channel'litigation'Monitoring Sheets I, II, III, AND I'-
Monitoring Data Record
Project Title: Brush Creek Stream and Wetland Mitigation Project COE Action ID: 200021655
Stream Name: Brush Creek DWQ Number: 00-0846
City, County and other Location Information: Greensboro, Guilford County, PTIA
Date Construction Completed, February 2008 Monitoring Year ( 2) of 5
Ecoreglon: Central Piedmont S digit HUC unit 03030002
1 USGS Quad Name and Coordinates: Guilford, NC Quad 36, 06' 56.21" N 79, 56' 1.10" W
Roseen Classification: C4/1
Length of Project: Apprx. 450 Ut 15.6 Acres Wtlnd** Urban or Rural: Urban Watershed Size: 4.4 Sq Miles
Monitoring DATA collected by ECS Carolinas, LLC Date 2008, 2009
Applicant Information:
Name: Ms. Lisa Elmore c/o Piedmont Triad International Airport
Address: PO Box 35445
Telephone :Number: 336-665-5600 Email address:
Consultant Information:
Name: ECS Carolinas, LLC
Address: 4811 Koger Boulevard
Telephone Number 336-856-7150 Email address: dbrame(&ecslimited.com
Project Status: Year Two Monitoring***
' 'Monitoring Level required by CO and D«'Q (404/Sect. 1 permit/ 401 Cert.: Level 1 2 3
Monitoring Level 3 requires completion of Section 1 (circle one)
Monitoring Level 2 requires completion of Section I and Section 2
' Monitoring Level 1 r'equir'es completion of Section 1, Section 2 and Section 3
If biological monitoring is required by DWQ, then Section 4 should also be completed
Section 1. PHOTO REFERENCE SITES
(Monitoring at all levels must complete this section)
Attach site map showing the location and angle of all reference photos with a site designation (name.
number. letter, etc.) assigned to each reference photo location Photos should be provided for all structures and cross section
locations. should show. both banks and include an upstream and downstream view. Photos taken to document physical stability
should be taken IIl winter. Photos taken to document vegetation should be taken in su raluer (at representative locations). Attach
photos and a description of each reference photo or location. We recommend the use of a photo identification board in each
photo to identify' location.
' Total number of reference photo locations at this site: 40 (See Appendix A and Appendix B)
Dates reference photos have been taken at this site: Sentember - November
Individual from whom additional photos can be obtained (name.. address, phone):
David Brame - - 4811 Koger Boulevard, Greensboro NC 27407 - - 336-856-7150
Other Information relative to site photo reference: None
If required to complete Level 3 monitoring onh- stop here; otherwise complete section 2.
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**The area of wetland restoration/creation is approximate and subject to change based on the fmal as-built survey at BC-I1. The final as-built survey
will be completed upon removal of the erosion control berm. The removal of the erosion control berm has been approved by the NCDENR Division of
Land Quality and is scheduled for removal pending suitable weather conditions.
' ***This is the 2nd year of monitoring for the wetlands at BC-I, BC-II and BC-III. This is the first year of monitoring for the restored stream at BC-III.
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Section 2. PLAINT SURVTFAL
Attach plan sheet indicating plots and sample area locations and reference photos.
Sullival nlots:
DATE:
Area tivitlnun the easement is:
Areas led by survival lots:
Number of survival lots sampled:
See
Report _
Random or nonrandom site selection:
% Coverage within sunw-al lots is:
Photos of reference lots taken: es'no
rrovioe a written aescripnon of specific data or findings and pnotos as needed for clarity.
Live Stake counts: zone I
DATE:
Area within the easement is:
Area sampled for stake survival:
Number of lots sampled: See Report
Random or nonrandom site selection:
Average number of surviving stakes:
Range of survival for all plots:
rruvwe a written oescrlpuon of specific data or fmdings as needed for clanty.
Tree counts: zone 2
DATE:
Area within the easement is
Area sampled for tree sm ival:
Number of lots sampled: See Report
Random or nonrandom site selection:
Average number of surviving, trees:
Range of survival for all plots: _
k7u%lue a ivnuen aescnption of specific data or findings as needed tor clanty.
Bankfull Events:
Date
Method of V
COMMENTS: See
If required to complete Level 1 and Level 2 monitoring on1v stop here; othersvise, complete section 3.
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Section 3. CILAXNEL STABILITY
Attach plan sheet(s) indicatuig the locations of cross-sections and beginning and ending of longitudinal profiles if the entire
reach is not profiled Year to year changes in cross-sections. longitudinal profile and bed material should be plotted and
submitted. Comparison overlays froru previous year for profile and cross-section monitoring should be provided.
Cross-sections: attach plots of each cross-section showing year to year changes.
Provide the following data for each cross-section:
1
Date measured
Cross-section being measured
Cross-sectional area: as-built/present
Bankftill width: as-built/present See Re
ort
Flood rove Width: as-built resent p
Width,'de the as-builtpesent
Entrenchment ratio: as-built' resent
Stream Ty : as-built resennt*
* only required tor rittie cross-sections
Longitudinal profiles: attach plots of the longitudinal profile showing year to year changes and the locations of installed or
natural structures that affect profile.
Date measured
Ave. slope riffles: as-built/present
Avg. slope pools: as-built resent See
Number of riffles: as-built` resent
Number of pools:_ as-build resent
Report
Pebble counts: Attach a printout of pebble count data and a graphical plot of bed material showing the cumulative % finer than
X millimeter and the number of particles in standard size classes. Year to year changes in bed material should also be plotted
and provided.
Date measured
Cross-section being measured
D16: as-built/present Se e Report
D50: as-built/present
D84: as-built` resent
Visual Inspection: The entire stream project as well as each in-stream structure and batik stabilizationirevetnnnent structure must
be evaluated and problems addressed.
Date Inspected Station Nuunber Station Number Station Number Station Number Station Number
Structure T e
Is water piping
through or around
structure? Each statio n has been evalua ted and photograph ed.
Head cut or down Areas of c oncern are discuss ed throughout the r eport.
cut resent?
Bank or scour
erosion resent?
Other problems
noted?
NOTE: Attach separate narrative sheets to each monitoring report describing'discussuig tine overall
monitoring results. Include the identification of specific problem areas''chalmel failures.
estimated cause and proposed'required remedial action. This should include a brief discussion of any parameter that
has changed significantly from as-built. (See success criteria discussion in Section 11.)
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MMlW6TATH DATA S9ETS
1
1
1
BC I WETLAND VEGETATION PLOT 1
Tree Date
Tree Type Number 09/27/2008 09/11/2009
River Birch 1 A G A G
River Birch 2 A G A G
River Birch 3 A G A G
Shumard Oak 4 A G A G
Black Willow 5 A G A G
Shumard Oak 6 A G A G
Green Ash 7 A F A F
rrv? uvniv iicca / /
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
BC I WETLAND VEGETATION PLOT 2
Tree Date
Tree Type Number 09/27/2008 09/11/2009
Shumard Oak 1 A G A G
Shumard Oak 2 A G A G
Shumard Oak 3 A G A G
Persimmon 4 A G A G
Green Ash 5 A G D
Persimmon 6 A G A G
Shumard Oak 7 A G A G
tf VI Llvll ly I ICCJ / b
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
1
1
1
1
1
1
1
1
1
i
1
i
1
1
1
1
1
BC I WETLAND VEGETATION PLOT 3
Tree Date
Tree Type Number 09/27/2008 09/11/2009
Green Ash 1 A F A G
Green Ash 2 A F A G
Green Ash 3 A F A G
Green Ash 4 A F A G
Green Ash 5 A F A G
Green Ash 6 A F A F
Green Ash 7 A F A F
tt VI wVII ly I ICCJ / t
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
BC I WETLAND VEGETATION PLOT 4
Tree Date
Tree Type Number 09/27/2008 09/11/2009
Green Ash 1 A G A G
Shumard Oak 2 A F A G
Green Ash 3 A G A F
Shumard Oak 4 A F A G
Shumard Oak 5 A G A G
ft VI Llvlllly. I ICES 0 `J
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
0
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
BC II WETLAND VEGETATION PLOT 1
Tree Date
Tree Type Number 09/27/2008 08/17/2009
Shumard Oak 1 A G A G
River Birch 2 A G A G
Shumard Oak 3 A G A G
Shumard Oak 4 A G A G
Shumard Oak 5 A G A G
River Birch 6 A G A G
Overcu Oak 7 A G A G
,r vuV 11V. i icca /
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
BC II WETLAND VEGETATION PLOT 2
Tree Date
Tree Type Number 09/27/2008 08/17/2009
Shumard Oak 1 A G A G
Shumard Oak 2 A G A G
Shumard Oak 3 A G A G
Shumard Oak 4 A G A G
Overcu Oak 5 A G A G
Overcu Oak 6 A G A G
Shumard Oak 7 A G A G
Swam Chestnut Oak 8 A G A G
Shumard Oak 9 A G A G
+r vi V 11V i muz) y y
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
BC II WETLAND VEGETATION PLOT 3
Tree Date
Tree Type Number 09/27/2008 08/17/2009
Persimmon 1 A G A G
Persimmon 2 A G A F
Green Ash 3 A G A G
Green Ash 4 A F A F
Persimmon 5 A G A G
Green Ash 6 A G A G
Swam Chestnut Oak 7 A F A F
# of Living Trees 7 71 1
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
1
1
1
1
1
1
1
1
BC II WETLAND VEGETATION PLOT 4
Tree Date
Tree Type Number 09/27/2008 08/17/2009
Shumard Oak 1 A G A G
Shumard Oak 2 A F A G
Shumard Oak 3 A G A G
Shumard Oak 4 A F A G
Shumard Oak 5 A G A G
Persimmon 6 A P A F
Swam Chestnut Oak 7 A G A G
Natural Re en Red Maple 8 A G
Natural Re en Red Maple 9 A G
Natural Re en Red Maple 10 A G
rr VI LIV11Ky 1ICCJ / lu
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
c
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U
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BC III WETLAND VEGETATION PLOT 1
Tree Date
Tree Type Number 09/27/2008 08/25/2009
Shumard Oak 1 A G A G
Swam Chestnut Oak 2 A G A F
Swamp Chestnut Oak 3 A G A F
Shumard Oak 4 A G A G
Black Willow 5 A G A G
Shumard Oak 6 A G A G
Red Maple Nat Re en 7-13. A G A G
Green Ash Natural Re en 14-17. A G A G
Black Willow Natural Re en 18 A G
tt VI LlvlIIV I Iuvo -I / l?
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
BC III WETLAND VEGETATION PLOT 2
Tree Date
Tree Type Number 09/27/2008 08/25/2009
Shumard Oak 1 A G ' Replanted
Swam Chestnut Oak 2 A G
Shumard Oak 3 A G
Swam Chestnut Oak 4 A G
River Birch 1 A G
River Birch 2 A G
River Birch 3 A G
tr Ui Livmy i rees 4 3
General Notes: status: A=Alive, D=Dead
condition: G=Good, F=Fair, P=Poor
" Replanted in Feb 2009 following stream work
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