20080833 Ver 1_Year 6 Monitoring Report_2018_20181220

Fletcher -Meritor Site
(UT to Cane Creek) Stream and Wetland Restoration
Project No: 138
Monitoring Report Year 6 of 6
Henderson County, North Carolina
Prepared for:
North Carolina Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Construction Complete: May 2012
Data Collected: March, May, & November 2018
Report Submission: December 2018

hdrinc.com
December 20, 2018
Harry Tsomides
Project Manager
NCDEQ— Division of Mitigation Services
5 Ravenscroft Drive
Suite 102
Asheville, NC 28801
Subject: Monitoring Year 6 (MY06) Report — Final Submittal
Fletcher -Meritor Site — DMS ID #138
DEQ Contract Number 004923
Dear Mr. Tsomides,
HDR Engineering Inc. of the Carolinas (HDR) has updated the Fletcher -Meritor Year 6 Monitoring Report
which is included on the attached cd as well as provided responses to comments in this letter. The original
comments from DMS are in italics and the responses are in normal font but blue in color to assist with
review. Please let us know if you have additional comments.
Asset map / Figure 2 — Cane Creek is incorrectly labelled as "Cone" Creek
Figure 2 has been revised and replaced for the final report.
Figures 3b/c/d — Use black for all structures; some of the structures are showing as the same color as beaver
dams.
Using black only creates issues when looking at the structures which are silted in. We revised the color
scheme to better illustrate the structure condition and not appear as beaver dams.
Figure 3c — Are the two mapped CE disturbances still a problem? Last time on site (summer 2018) these
issues seem to have been rectified with additional signage. If there is no longer a concern, these polygons
should be removed.
These polygons were removed as the additional signage has prevented encroachments.
Photo section — The photo section (53 pages) should be double sided if possible to reduce bulk and paper.
Similarly, please double side any of the other large appendices, graphs etc. as much as possible.
Large sections of the appendices will be double sided for printing purposes. Please let us know the number
of printed copies you would like.
Vegetation section - There are discrepancies between the CVS table (species per plot) and the summary table
(plot numbers) / report text. Please check your vegetation data and update the CVS table, the
wetland/stream vegetation total table, and the CCPVs (success vs. failed plots coloring)for accuracy and
consistency across all report components.
The vegetation section has been revised in the report and appendices.
555 Fayetteville Street, Suites 900 & 210, Raleigh, NC 27601-3034
[phone]

CVS table — (a) Color coding is missing; (b) formatting cuts off MY4 annual average (needs reformat or
resizing); (c) can the "unknown" species observed in large quantities in MY3 and MY4 be identified?
The color coding has been corrected. This is the way the program is sending out the report so we have
manually corrected the color coding. I am uncertain if this is due to the fact this was a 5 year monitoring
project rather than 6 as all data for year six was uncolored. The unknown species was the Salix caprea
which was not identified until recently. Now that the species has been identified we have updated all the
years and corrected the data tables. This species was not planted and is listed as an exotic species. You will
notice in the vegetation data that we have pulled out the exotic species and calculated the stem information
with both natives and exotics as this was the reason for the data not matching the first table in Appendix C.
Cross section graphs — Please zoom in on the cross-sectional area so the reader can more fully evaluate what
is going on with the channel dimensions from year to year (see following example); most of the graphs show
project floodplains rather than channel dimensions.
These have been revised in the attached document.
Table 13 (Gauge data) — If possible, please add a column before "Year 1" indicating the wetland to which
each gauge belongs (Wetland D = Gauges 1 through 5, Wetland A = Gauges 6-20, etc.).
Table 13 has been revised to include the wetlands in which the gauges are located.
General — Since HDR visited the site in November 2018 to pick up final gauge data, please indicate (in the
narrative) whether or not the site was significantly impacted by Hurricane Florence.
The site was not significantly impacted by Hurricane Florence based on our review during the final gauge
download. We did not fully walk the entire site but the areas we checked were similar to what we had seen
previously. The area at the tie with Cane Creek seems to be the most impacted by large storms as that bank
has been eroding over the years.
A CD containing a PDF of the revised Year 6 Monitoring Report and all digital support files in the correct file
structure is included. Please let us know the number of hard copies of the report you would like.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
�cku-fl&r
Vickie Miller, AICP, PWS
Senior Project Manager

Prepared by:
E)2
HDR Engineering
555 Fayetteville Street, Suite 900
Raleigh, NC 27601

Fletcher -Meritor Site
(UT to Cane Creek) Stream and Wetland Restoration
Project No: 138
Monitoring Report Year 6 of 6
Henderson County, North Carolina
TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY.......................................................................................................
2.0 Methodology and Results..........................................................................................................
2.1 Morphometric Parameters and Channel Stability.................................................................
2.1.1 Dimension.....................................................................................................................
2.1.2 Photo Documentation....................................................................................................
2.2 Vegetation.............................................................................................................................
2.3 Hydrology.............................................................................................................................
3.0 REFERENCES CITED.............................................................................................................
LIST OF APPENDICES
APPENDIX A GENERAL TABLES AND FIGURES
Figure 1
— Vicinity Map
Figure 2
— Asset Map
Table la
— Project Components
Table lb
— Component Summations
Table 2 —
Project Activity and Reporting History
Table 3 —Project
Contacts
Table 4 —
Project Attributes
1
4
4
4
4
4
5
6
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page i
Monitoring Report December 2018
Project No: 138 Year 6 of 6

APPENDIX B VISUAL ASSESSMENT
Figure 3a —
Current Condition Plan View
Figure 3b
— Current Condition Plan View
Figure 3c —
Current Condition Plan View
Figure 3d
— Current Condition Plan View
Photos — Permanent Photo Points
APPENDIX C VEGETATION PLOT DATA
Table 7 — Vegetation Plot Mitigation Success Summary
Table 8 — CVS Vegetation Metadata
Table 9 — Vegetation Plot Data
Photos — Vegetation Plots
APPENDIX D STREAM ASSESSMENT DATA
Cross -Sections with Annual Overlays
Table 11 a — Monitoring Data — Dimensional Morphology Summary
APPENDIX E HYDROLOGIC DATA
Table 12 — Verification of Bankfull Events
Table 13 — Wetland Gauge Attainment Data Summary
Groundwater Monitoring Gauge Graphics
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page ii
Monitoring Report December 2018
Project No: 138 Year 6 of 6

1.0 EXECUTIVE SUMMARY
The Fletcher -Meritor Site Stream and Wetland Restoration Project, completed in May 2012, restored
3,575 linear feet of meandering C/E-type stream along an Unnamed Tributary (UT) to Cane Creek plus
648 linear feet of a first order tributary (Tributary) to the Main Stem as well as re-establish hydrology and
hydrophytic vegetation to 6.7 acres of historical wetlands. This natural channel restoration consists of a
Priority II restoration that includes a bankfull bench to allow for flood attenuation before reconnecting to
the natural floodplain. The riparian buffer was planted with species representing an Alluvial Forest
grading to a Bottomland Forest Community (Schafale and Weakley, 1990). This stream was preserved
within the 20.3 acre conservation easement.
Efforts to restore or enhance wetlands on the project site included restoring topography, hydrology, and
habitats of a natural wetland system by excavating overburden/berms and filling agricultural ditches to
promote an increase in ground water elevation. Following excavation, removal of drain tiles and
plugging of drainage ditches, the wetland areas were planted with native hardwoods.
The project goals and objectives are listed below.
Project Goals
■ Improve local water quality by reestablishing stream stability and capacity to transport watershed
flows and sediment load.
■ Provide additional floodplain storage by increasing the capacity of the stream to mitigate flood flows.
■ Restore aquatic and riparian habitat.
■ Reducing non -point source sedimentation and nutrient inputs into the project reaches.
Project Objectives
■ Restore/enhance approximately 4,223 linear feet to stable stream channel morphology, supported by
instream habitat and grade/bank stabilization structures. Restoration and enhancement consists of
restoring the channel pattern and profile and building a floodplain bench along the reaches.
■ Reestablish hydrology and hydrophytic vegetation to 6.7 acres of historic wetlands by removing
overburden/berms, plugging agricultural drainage ditches, and replanting with native grasses, shrubs
and trees.
■ Eliminate accelerated bank erosion by creating a bankfull bench, floodplain, and laying back slopes.
■ Reestablish a native riparian buffer. Revegetation of the buffer was accomplished by planting tree and
shrub species for Alluvial and Bottomland Hardwood Communities.
The project has been divided into segments, which include three stream reaches and four wetland areas:
■ Upper Reach Main Stem — 1796 linear feet
■ Lower Reach Main Stem — 1779 linear feet
■ Tributary — 648 linear feet
■ Wetland A — approximately 2.92 acres
■ Wetland B — approximately 1.43 acres
■ Wetland C — approximately 1.34 acres
■ Wetland D — approximately 0.97 acres
The project site, which is protected by a 20.3 -acre permanent conservation easement held by the State of
North Carolina, is situated in Henderson County in the North Carolina Mountains Physiographic
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page 1
Monitoring Report December 2018
Project No: 138 Year 6 of 6

Province. The project is located in the French Broad River Basin, USGS Hydrologic Unit Code (HUC)
06010105 and NCDWQ subbasin 04-03-02. Cane Creek is a North Carolina Class C stream. The final
2016 303(d) and Integrated Report no longer lists as impaired the section of Cane Creek from Cushion
Branch to the French Broad River, to which the restoration project drains (NCDEQ 2016). The restored
reaches drain lands with significant non -point source impacts to water quality from agriculture,
industrial/commercial development, and historical clay strip mining. Land use data indicates that more
than 60 percent of the 1.1 -square mile UT to Cane Creek watershed is currently pervious with a pre-
dominance of open fields/lawn/low-density residential lands, and about 40 percent is impervious
commercial/institutional buildings/roads.
The vegetative success of the restoration site is based on criteria established in the USACE Stream
Mitigation Guidelines (2003). Vegetation monitoring is considered successful if a minimum of 260
planted stems/acre are surviving at the end of five years. The Monitoring Year 6 (MY6) stem counts are
located in Tables 7 and 9 in Appendix C. Currently, 14 of 17 vegetation plots are meeting the measures
of success; however, all of the plots are meeting the five year success criteria with inclusion of the
volunteer species. Vegetation throughout the reach appears to be growing at acceptable rates and the
mortality rate appears to be fairly low. The three plots that are not meeting success criteria include two
along the tributary were not planted at the appropriate density, and the plot closest to the confluence with
Cane Creek which has had backwater impacts numerous times over the monitoring years.
Numerous locations along the reaches have been noted as having sparse vegetation during previous
monitoring events; however, these areas are much smaller than in previous years. These areas are
illustrated on the Current Condition Plan View (CCPV) in Appendix B. In addition to these locations, a
large area of cattails (Typha latifolia) is growing within the upper wetland area. The cattails are not
posing problems to the reaches currently; however, this location provides a seed source and should be
watched. Cattails have created issues when stands grow within streams by out -competing other riparian
herbaceous species and creating potential areas for aggradation. One location of multiflora rose (Rosa
multiflora) was noted near vegetation plot 9. Butterfly bush (Buddleja davidd) is growing in the rock
along the permanent crossing. Along the edges of the site adjacent to the farmed areas there are several
pears (appears to be Pyrus calleryana) which were not included in planting plan. No other invasive
species were noted.
There were no issues with access during the annual site reviews. In previous years there were signs of
encroachment during the visits. Division of Mitigation Services (DMS) installed new signs in 2015 where
farming activities were encroaching on the easement and no new areas of encroachment were noted;
however, the previous farming activities continue to occur in close proximity to the easement boundary.
In addition, the farm access road adjacent to the western side of the tributary reach (within the Wetland C
area) is not gated. A ditch was also cut in 2014 (adjacent to the conservation easement boundary near the
proposed Wetland D on the Lower Reach) that could become an issue for maintaining hydrology at this
location; however, the wetland is currently meeting criteria.
The reaches of the restoration project were observed to be in stable condition. The channels access their
floodplain and evidence of bankfull events were observed during Year 6 monitoring. This evidence
included the presence of wrack lines, sediment deposits, and the crest gauge data. In previous years the
substrate has shown a gradual change to more coarse material in the Upper and Lower Reaches, although
the Tributary reach still has a hard clay substrate. This is expected, as the tributary reach has little
available alluvium/substrate to migrate into the system. Pebble counts were not completed in 2018
(MY6).
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page 2
Monitoring Report December 2018
Project No: 138 Year 6 of 6

Notable areas of concern occur on all project reaches. In previous years one of the greatest areas of
concern were the number of beaver dams on the Main Stem reach; however, most of those have been
breached and the stream system has recovered from their removal. In MY6 there appears to be continued
beaver activity on the lower reach and on November 2018 a portion of the lower reach was ponded.
Beaver activity is also evident in the quantity of eaten trees and shrubs. The other notable concern is the
past structure failures along the Tributary Reach. Over half of the log structures along the Tributary
Reach are eroded or completely undermined during low flow periods; however, during normal and higher
flows they structures appear to function as intended. The substrate along the Tributary remains clay and
there doesn't appear to be any larger size particles moving into the reach. The most likely cause of the
structure issues was the heavy rains received between May and December, 2013 following construction.
The temporary utility line crossing located on the Lower Reach has been removed and appears to be
stable. It was replanted once following the initial planting due to questionable vegetation survivability.
No issues were noted during the MY6 assessment.
The permanent stream crossing near Sta. 24+00 on the Upper Reach has evidence of past erosion.
Removal of the upstream beavers and their dams may limit some of the debris that reaches this area in the
future and minimize erosion. In addition to potential blockages of the permanent crossing, the removal of
the beaver dams resulted in recovery of channel morphology, specifically the riffle cross sections, in the
majority of this reach and significantly reduced past ponding concerns.
Other areas of minor aggradation, erosion, or areas of sparse vegetation are shown in the photos and
illustrated on the attached mapping. These areas do not appear to be negatively impacting the channel
morphology.
In September 2018, Hurricane Florence made landfall in North Carolina causing flooding across the state
during in a year that the drought monitor stated was wet. Although there were signs that Cane Creek and
the tributaries had been out of there banks, there were no major reach failures that had not previously
been documented. The area that is most impacted by the erosive flows of Cane Creek during flood events
is the confluence of the restoration reach with Cane Creek which has been actively eroding over the
course of monitoring the site.
Summary information/data related to the occurrence of the aforementioned items 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 documentation formerly found in these reports
can be found in the Baseline Monitoring Report (formerly Mitigation Plan) and in the Mitigation Plan
(formerly the Restoration Plan) documents available on DMS's website. All raw data supporting the
tables and figures in the appendices are available from DMS upon request.
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page 3
Monitoring Report December 2018
Project No: 138 Year 6 of 6

2.0 METHODOLOGY AND RESULTS
Channel stability and vegetation survival were monitored on the project site. Post restoration monitoring
will occur for a minimum of five years or until the success criteria are met. The monitoring assessment
was completed using submeter accuracy GPS and Trimble VRS System on March 19 and 20, 2018. This
report details the results of Monitoring Year 6.
2.1 Morphometric Parameters and Channel Stability
2.1.1 Dimension
Nine cross sections were measured by HDR staff in March of 2018. The morphological and cross-
sectional data is presented in Table 11 in Appendix D. Upper Reach cross sections 2 and 3 showed little
change from the previous year. Upper Reach cross section 1 showed notable decrease in bankfull width
and cross sectional area from Year 5.
Permanent riffle and pool cross sections for the Lower Reach continued to perform well in Year 6 with
little variation from the previous year regarding dimensional morphology.
For the Tributary reach, cross sections 8 and 9 showed increases in maximum depth and an increase in
cross sectional area compared to the previous year. Values for cross section 7 stayed very similar to the
previous yer.
2.1.2 Photo Documentation
Photos were taken at the 52 stream photo stations and 17 vegetation plots on March 19 and May 10, 2018.
The locations of the photos stations and vegetation plots are noted on Figure 3 in Appendix B. The
photos for monitoring Year 6 are also provided in Appendix B.
2.2 Vegetation
The Carolina Vegetation Survey (CVS) Protocol Level 2 methodology was used to sample vegetation on
May 10, 2018. Monitoring was conducted on seventeen vegetation plots (3 on the tributary, 7 on the
main stem Upper Reach, and 7 on the main steam Lower Reach). The 100 -square meter CVS plots are
permanently marked with galvanized metal pipe. The plots occur within the floodplain/riparian area with
a few running upslope slightly.
According to the data collected, the average plant density among the 17 plots is 381 stems/acre with a
range from 121 to 769 stems/acre. The highest plant density occurred in plots 4 and 7 with 769
stems/acre. Currently, 14 of the plots are meeting the vegetation success criteria of 260 stems/acre. Year
6 monitoring data is provided in Appendix C. Vegetation throughout the site appears to be growing at
acceptable rates and the mortality rate appears to be fairly low. Herbaceous vegetation, which has been
noted as sparse during previous monitoring events, appears to be filling in with the exception of a few
locations noted on the CCPV. The three plots that are not meeting interim success criteria include two
along the Tributary, which may not have been planted at the appropriate density, as well as the plot
closest to the confluence with Cane Creek, which has had backwater impacts numerous times since
construction. During the monitoring events there has been an unknown species that was documented
during the first year and had continued to be noted. This species was not identifiable in the early years;
however, has been determined to be a pussy willow or goat willow (Salix caprea) following observation
during flowering.
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page 4
Monitoring Report December 2018
Project No: 138 Year 6 of 6

2.3 Hydrology
Thirty-five groundwater wells were installed in June 2013 in the proposed wetland areas to document
hydrology for the remaining years of monitoring. Several of the wells have not been fully operational
since their installation. Two crest gauges were installed and indicated several bankfull events, as well as
evidence of bankfull events in the form of wrack lines.
Data from the groundwater monitoring stations showed 33 stations were in operation for a portion of the
2018 growing season. Well 29 was destroyed by a vehicle during monitoring Year 3 and Well 17 had
been destroyed by a vehicle in Year 2. The data revealed that 27 of the 33 stations met the soil saturation
criterion of groundwater being within 12 inches of the soil surface for at least 5 percent of the growing
season (10 consecutive days). Two wells (24 and 34) malfunctioned during the year and didn't provide
enough data to determine whether they would meet criteria. Four wells (2, 3, 22, and 28) are not meeting
the groundwater criteria. Wells 2 and 3 are located in the proposed Wetland D in which the adjacent
landowner has excavated a nearby ditch which is potentially drawing down the water table. This was
noted as possibly impacting this proposed wetland in the previous years. Well 22 has not met criteria
since it was installed and Well 28 has only met criteria one year.
According to the NC Drought Monitor, the 2015 and 2016 growing seasons were mostly under drought
conditions in the project vicinity. It is possible that this impacted the water table at the site, leading to the
large number of wells that did not meet the hydrology criteria in 2016 (MY 4). In pulling the historic
drought data for Henderson County, it became clear that 2015 (MY 3) and 2016 (MY 4) were not normal
years. For example, in 2017 the drought data indicated there were 27 weeks that were normal with only 3
weeks abnormally dry or moderately dry within the growing season. In contrast, 2016 had only 6 normal
weeks with the remaining 24 weeks abnormally dry to extreme drought for the growing season. Similar
numbers were observed in 2015 with 21 weeks of abnormally dry to extreme drought and 9 normal
weeks. Overall, it is assumed that the drought documented within those two years may have played a role
in the hydrology of the wetlands for MY 4. The Drought Monitor for the 2018 growing season indicates
that the year was wet in comparison to the previous years.
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page 5
Monitoring Report December 2018
Project No: 138 Year 6 of 6

3.0 REFERENCES CITED
HDR Engineering, Inc. 2008. Final Stream & Wetland Restoration Plan for the Fletcher -Meritor Site
(UT to Cane Creek).
HDR Engineering, Inc. 2011. UT to Cane Creek Stream Restoration Final Plans (90%).
Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2006. CVS-EEP Protocol for
Recording Vegetation. Version 4.0. (http://cvs.bio.unc.edu/methods.htm.).
North Carolina Department of Environmental Quality. 2016. Category 5 Water Quality Assessments -
303(d) List [303(d) and Integrated Report].
North Carolina Division of Mitigation Services. 2015. Fletcher -Meritor Site (UT to Cane Creek) Stream
and Wetland Restoration Monitoring Report Year 3 of 5.
North Carolina Ecosystem Enhancement Program. 2011. Baseline Monitoring Document: Format, Data
Requirements, and Content Guidance.
North Carolina Ecosystem Enhancement Program. 2013. Fletcher -Meritor Site (UT to Cane Creek)
Stream and Wetland Restoration Monitoring Report Year 1 of 5.
North Carolina Ecosystem Enhancement Program. 2014. Fletcher -Meritor Site (UT to Cane Creek)
Stream and Wetland Restoration Monitoring Report Year 2 of 5.
U.S. Army Corps of Engineers, Wilmington District. 2003. Stream Mitigation Guidelines. North
Carolina Division of Water Quality (DWQ), U.S. Environmental Protection Agency, Region IV (EPA),
Natural Resources Conservation Service (MRCS) and the North Carolina Wildlife Resources Commission
(WRC).
Fletcher -Meritor Site (UT to Cane Creek) Restoration Project Page 6
Monitoring Report December 2018
Project No: 138 Year 6 of 6

Appendix A

Vicinity Map
N, 'Ira F)� Figure 1
Fletcher -Meritor Site (UT to Cane Creek) Year 5 Monitoring I Henderson County, NC
NC Division of Mitigation Services I Project No. 138

Asset Map
Figure 2
Fletcher -Meritor Site (UT to Cane Creek) Year 6 Monitoring I Henderson County, NC
NC Division of Mitigation Services I Project No. 138

Table 1a. Project Components
Fletcher-Meritor Site (UT to Cane Creek) Stream and Wetland Restoration/Project No. 138
Project
Component
Existing
Restoration
Approach
Footage or
Stationing
Mitigation
Mitigation
BMP
Comment
or Reach ID
Feet/Acres
Level
Acreage
Ratio
Units
Elements
Fully restores pattern, dimension and profile by
excavating a new channel with an adjoining
Main Steam
1520 If
R
P2
1796 If
10+00-28+38
1:1
1796
floodplain bench that grades to the existing ground
Upper Reach
elevation in order to partial restore flood prone
conditions. A 42 foot road crossing was installed
on this reach.
Fully restores pattern, dimension and profile by
excavating a new channel with an adjoining
Main Steam
floodplain bench that grades to the existing ground
Lower Reach
1320 If
R
P2
1779 If
10+00-27+79
1:1
1769
elevation in order to partial restore flood prone
conditions. A 20 foot utility easement crosses this
restoration reach. SMUs were at 1/2 credit in the
area of this crossing.
Fully restores pattern, dimension and profile by
excavating a new channel with an adjoining
Tributary
550 If
R
P2
648 If
10+00-16+48
1:1
648
floodplain bench that grades to the existing ground
elevation in order to partial restore flood prone
conditions.
Restores topography, hydrology, and habitats of a
Wetland A
0 acres (TBD)
R
2.92 acres
1:1
2.92
natural wetland system by excavating new
floodplains and filling agricultural ditches to
promote an increase in ground water elevation.
Restores topography, hydrology, and habitats of a
Wetland B
0 acres (TBD)
R
1.43 acres
1:1
1.43
natural wetland system by excavating new
floodplains and filling agricultural ditches to
promote an increase in ground water elevation.
Restores topography, hydrology, and habitats of a
Wetland C
0 acres (TBD)
R
1.34 acres
1:1
1.34
natural wetland system by excavating new
floodplains and filling agricultural ditches to
promote an increase in ground water elevation.
Restores topography, hydrology, and habitats of a
Wetland D
0 acres (TBD)
R
0.97 acres
1:1
0.97
natural wetland system by excavating new
floodplains and filling agricultural ditches to
promote an increase in ground water elevation.

Table 1 b. Component Summations
Fletcher -Meritor Site(UT to Cane Creek) Stream and Wetland Restoration/Project No. 138
Restoration
Level
Stream (If)
Stream
Mitigation
Units (If)
Riparian Wetland (Ac)
Planted
Area (Ac)
Potential
Buffer
Area (sf)
Upland
(Ac)
Total Conservation
Area (Ac)
BMP
Riverine
Non-
Riverine
Main Steam
Upper Reach
1796
1796
0.0
0.0
Main Steam
Lower Reach
1779
1769
0.0
0.0
Tributary
648
648
0.0
0.0
Wetland
Wetland
Wetland
Wetland
MM
(Feet/Acres)
4,223
4,213
6.7
18.59
20.3

Table 2. Project Activity and Reporting History
Fletcher -Meritor Site (UT to Cane Creek) Stream and Wetland Restoration/Project No. 138
Elapsed Time Since Grading Complete: 5 yrs 0 months
Elapsed Time Since Planting Complete: 5 yrs 0 Months
Number of Reporting Years: 5
Activity or Deliverable
Data Collection
Completion or
Complete
Delivery
Restoration Plan
December 2007
February 15, 2008
Final Design — Construction Plans
December 2007
May 2011
Construction/Grading
NA
May 2012
Temporary Seeding
NA
Dec. 2011 -April 2012
Permanent Seeding
NA
April 2012
Planting (containerized, bare root)
NA
April 2012
Final Inspection
NA
June 2012
Mitigation Plan / As -built (Year 0
Monitoring — baseline)
September 2012
May 2013
Year 1 Monitoring
May 2013
March 2014
Year 2 Monitoring
May 2014
August 2014
Utility Construction / Planting
Summer 2014
January 2015
Signage/Boundary Marking Improvements
NA
2015
Year 3 Monitoring
May 2015
January 2016
Year 4 Monitoring
March & June 2016
December 2016
Year 5 Monitoring
March & May 2017
January 2018
Year 6 Monitoring
March & May 2018
November 2018

Table 3. Project Contacts Table
Fletcher -Meritor Site (UT to Cane Creek) Stream and Wetland Restoration/Project No. 138
Designer
HDR Engineering Inc. of the Carolinas
3733 National Drive, Suite 207, Raleigh, NC 27612
Primary project design POC
Jonathan Henderson, PE [phone]
Construction Contractor
Buchanan and Sons, Inc.
P.O. Box 123, Whittier, NC 28789
Construction contractor POC
Chris Buchanan, [phone]
Survey Contractor
Terminus Land Surveying, PLLC
28 Bessie Drive, Fletcher, NC 28724
Survey contractor POC
Christopher J. Gagne, [phone]
Planting Contractor
HARP, Inc.
301 McCullough Drive, 4th Floor, Charlotte, NC 28262
Planting contractor POC
Alan Peoples, [phone]
Seeding Contractor
Buchanan and Sons, Inc.
P.O. Box 123, Whittier, NC 28789
Contractor point of contact
Chris Buchanan, [phone]
Seed Mix Sources
Protech Environmental, Charlotte, NC
Phone: [phone]
Nursery Stock Suppliers
Cure Nursery, Pittsboro, NC - [phone]
Foggy Mountain Nursery LLC, Creston, NC - [phone]
Supertree Nursery, Blenheim, SC - [phone]
Habitat and Restoration Plants, Lexington, NC - [phone]
NC Division of Forest Resources, Greensboro, NC - [phone]
Little River Nursery, McMinnville, TN - [phone]
Virginia Department of Forestry, Crimora, VA - [phone]
Monitoring Performers - Baseline
HDR Engineering Inc. of the Carolinas
3733 National Drive, Suite 207, Raleigh, NC 27612
Vickie Miller, AICP, PWS [phone]
Stream Monitoring POC
Wyatt Yelverton, PE [phone]
Vegetation Monitoring POC
Vickie Miller, AICP, PWS [phone]
Wetland Monitoring POC
NA

Table 4. Project Attribute Table
Fletcher -Meritor Site (UT to Cane Creek) Stream and Wetland Restoration/Project No. 138
Project County
Henderson
Physiographic Region
Mountains
Ecoregion
Blue Ridge (Broad Basins)
Project River Basin
French Broad River Basin
USGS HUC for Project (8 digit)
6010105
NCDWQ Sub -basin for Project
04-03-02
Within extent of EEP Watershed Plan?
No
WRC Hab Class (Warm, Cool, Cold)
Warm
of project easement fenced or demarcated
100% marked with EEP easement signage
Beaver activity observed during design phase?
No
Main Steam Upper Reach
Restoration Component Attribute Table
Main Steam Lower Reach Tributary
Wetland A
Wetland B
Wetland C
Wetland D
Drainage area (ac)
480
704
205
NA
NA
NA
NA
Stream order
2nd
1st
NA
NA
NA
NA
Restored length (feet or acreage)
1796
1779
648
2.92
1.43
1.34
0.97
Perennial or Intermittent
NA
NA
NA
NA
Watershed type (Rural, Urban, Developing etc.)
Devel.
Watershed LULC Distribution (e.g.)
Watershed impervious cover (%) (Commercial/Institutional
Buildings/Roads)
Forested
Low Density Residential / Open Fields/ Lawns
Medium -Density Residential
38
20
28
14
NCDWQ AU/Index number
NCDWQ classification
C
NA
NA
NA
NA
303d listed?
No
NA
NA
NA
NA
Upstream of a 303d listed segment?
Yes
NA
NA
NA
NA
Reasons for 303d listing or stressor
Biological Integrity (Benthos)
NA
NA
NA
NA
Total acreage of easement
20.3
Total vegetated acreage within the easement
18,59
Total planted acreage as part of the restoration
18.59
Rosgen classification of pre-existing
Impaired Ditch
Impaired Ditch
Impaired Ditch
NA
NA
NA
NA
Rosgen classification of As -built
C/E4
C/E4
C/E4
NA
NA
NA
NA
Valley type
VIII
VIII
VIII
NA
NA
NA
NA
Valley slope
0.31%
0.15%
NA
NA
NA
NA
Valley side slope range (e.g. 2-3.%)
NA
NA
NA
NA
Valley toe slope range (e.g. 2-3.%)
-
-
NA
NA
NA
NA
Cowardin classification
NA
Palustrine
Palustrine
Palustrine
Palustrine
Trout waters designation
No
NA
NA
NA
NA
Species of concern, endangered etc.? (YIN)
No
Dominant soil series and characteristics
Series
Comus
Codorus
Kinkora
Codorus/
Kinkora
Kinkora
Kinkora
Comus/
Kinkora
Depth
U
U
U
U
U
U
U
Clay%
U
U
U
U
U
U
U
K
U
U
U
U
U
U
U
T
U
U
U
U
U
U
U

Appendix B

LEGEND
•
Monitoring Wells
V
Structures
8
Rain Gauge
Top of Bank
o
Photo Points
Vegetation Plot
•
Crest Gauge
Conservation Easement
0
Cross Section Pins
As Built Centerline
Cross Sections
Potential Restored Wetlands (A -D)
Stations
0
Feet 200
DATA SOURCE: NC One Maps
LOWER REACH
" - 1779 FT
END LOWER REACH
STA. 27+79
1
NC ie�nterGe_ogrraap�icljntfooimatiqr& Analysis
FLETCHER-MERITOR SITE (UT TO CANE CREEK) MONITORING YEAR 5
CURRENT CONDITIONS PLAN VIEW
FIGURE 3A
PATH: ZAGMPROJECTS1009177_NCWRP%20671_FLETCHER%MAP_DOCS\M-MONITORINGWEAR SWIG- MONITORINGLOCATIONS_2017_JG_012718.MXD - USER: JGARVEY - DATE: 112712018 DIVISION OF MITIGATION SERVICES I PROJECT NO. 138

XS0-3 RIFFLE,
STA. 15+23
BEGIN UPPER
STA. 10+00.00
UPPER REACH
1796 FT ,
PERMANENT STREAM CROSSING _ " 0 0
2-36" CMPo .
2-24" CMP FLOODPLAIN CULVERTS c%16
NL3�
tt23 Q�
,.• �� {�f N 8 Rain Gauge
fl p Q� c U • Crest Gauge
• 0 0
Q O rte: c+v a�
1 n O Photo Points
Cross Section Pins
Sewer Line Easement
f / ,• -` '. p�-' Vegetation Plot
' f Cross Sections
Year 6 (2018) Conditions
f Stations
Structure Condition Problem Areas Vegetation Plot Condition
No Bare Vegetation Criteria not met, >10% Top of Bank
ACCESS — Silted Beaver Dam Exceeds requirement, <10%
ROAD
I Yes � Breached Beaver Dam Exceeds requirement, >10% Conservation Easement
Bed/Bank Conditions Monitoring Wells
As Built Centerline
T� Aggradation • Meeting
® Erosion • Failing ® Delineated Wetlands
0 50 too 200 _Debris • Insufficient Data
Feet Potential Restored Wetlands
Current Conditions Plan View
Figure 3b
Fletcher -Meritor Site (UT to Cane Creek) Year 6 Monitoring I Henderson County, NC
NC Division of Mitigation Services I Project No. 138

EXCAVATED
DITCH
X99 W
DIRT ROAD
• REMOVED
BEGIN LOWER REACH
STA. 10+00
END UPPER REACH
STA. 27+g6
END TRIB REACH
STA. 16+48
a-
6
Rain Gauge
•
Crest Gauge
O
Photo Points
O
Cross Section Pins
Beaver Dam
Cross Sections
Yes
Sewer Line Easement
Vegetation Plot
, �.�..���--"s-i', Cattails
Stations
=AEDE=E Aggradation
Vegetation Plot Condition
Top of Bank
® Erosion
Criteria not met, >10
Conservation Easement
- Debris
As Built Centerline
®
Delineated Wetlands
Exceeds requirement, >10
Potential Restored Wetlands
NES F)2
Year 6 (2018) Conditions
Monitoring Wells
Structure Condition
Problem Areas
Meeting
Noj..
Bare Vegetation
Failing
Silted
Beaver Dam
Insufficient Data
Yes
F Breached Beaver Dam
Bed/Bank Conditions
, �.�..���--"s-i', Cattails
=AEDE=E Aggradation
Vegetation Plot Condition
® Erosion
Criteria not met, >10
- Debris
Exceeds requirement, <10
Exceeds requirement, >10
w
TEMPORARY STREAM
CROSSING REPAIRED NG35k3
7
f �
imp
- .- TRIB REACH
648 FT
BEGIN TRIB REACH w
Rockwell Road STA. 10+00
0 50 100 200
Feet
Current Conditions Plan View
Figure 3c
Fletcher -Meritor Site (LIT to Cane Creek) Year 6 Monitoring I Henderson County, NC
NC Division of Mitigation Services I Project No. 138

Current Conditions Plan View
Kra F)� Figure 3d
Fletcher -Meritor Site (UT to Cane Creek) Year 6 Monitoring I Henderson County, INC
INC Division of Mitigation Services I Project No. 138

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Upper Reach Photo Station 1 Downstream (3/19/2018 Year 6)
Upper Reach Photo Station 1 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Upper Reach Photo Station 2 Downstream (3/19/2018 Year 6)
Upper Reach Photo Station 2 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Upper Reach Photo Station 5 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Upper Reach Photo Station 6 Upstream (3/19/2018 Year 6)
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Year 6 of 6 Monitoring Report DMS Project #138

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Upper Reach Photo Station 8 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Upper Reach Photo Station 9 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Upper Reach Photo Station 10 Downstream (3/19/2018 Year 6)
Upper Reach Photo Station 10 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Upper Reach Photo Station 12 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Year 6 of 6 Monitoring Report DMS Project #138

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Upper Reach Photo Station 20 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Upper Reach Photo Station 21 Downstream (3/19/2018 Year 6)
Upper Reach Photo Station 21 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Upper Reach Photo Station 22 Downstream (3/19/2018 Year 6)
Upper Reach Photo Station 22 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Confluence with Cane Creek (3/19/2018 Year 6)
Looking upstream of Confluence with Cane Creek (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Lower Reach Photo Station 1 Downstream (3/19/2018 Year 6)
Lower Reach Photo Station 1 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Lower Reach Photo Station 2 Downstream (3/19/2018 Year 6)
Lower Reach Photo Station 2 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Lower Reach Photo Station 3 Downstream (3/19/2018 Year 6)
Lower Reach Photo Station 3 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Lower Reach Photo Station 4 Downstream (3/19/2018 Year 6)
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Year 6 of 6 Monitoring Report DMS Project #138

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Year 6 of 6 Monitoring Report DMS Project #138

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Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Year 6 of 6 Monitoring Report DMS Project #138

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Year 6 of 6 Monitoring Report DMS Project #138

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Lower Reach Photo Station 16 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Lower Reach Photo Station 17 Downstream (3/19/2018 Year 6)
Lower Reach Photo Station 17 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 1 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 1 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 2 Downstream (3/19/2017 Year 6)
Tributary Reach Photo Station 2 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 3 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 3 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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Tributary Reach Photo Station 4 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 4 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138
Tributary Reach Photo Station 4 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 4 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 5 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 5 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 6 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 6 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 7 Downstream (3/19/2018 Year 6)
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Tributary Reach Photo Station 7 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138
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Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138
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Tributary Reach Photo Station 7 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 8 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 8 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

.00
Tributary Reach Photo Station 9 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 9 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

Tributary Reach Photo Station 10 Downstream (3/19/2018 Year 6)
Tributary Reach Photo Station 10 Upstream (3/19/2018 Year 6)
Fletcher -Meritor Restoration Project November 2018
Year 6 of 6 Monitoring Report DMS Project #138

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iA

Appendix C

Fletcher -Meritor Site (#138)
Year 6 (10 -May -2018)
Vegetation Plot Summary Information
Plot #
Riparian
Buffer
Stems'
Stream/
Wetland
StemsZ
Live Stakes Invasives
Volunteers;
Total'
Unknown
Growth
Form
1
n/a
3
0 21
30
19
0
2
n/a
8
0 21
17
11
0
3
n/a
4
0 3
3
4
0
4
n/a
19
0 1
26
45
0
5
n/a
11
0 22
31
21
0
6
n/a
8
0 25
49
32
0
7
n/a
19
0 7
30
42
0
8
n/a
11
0 13
199
197
0
9
n/a
9
0 2
5
12
0
30
n/a
8
0 12
23
20
0
11
n/a
11
0 1
207
217
0
12
n/a
9
0 1
149
157
0
13
n/a
8
0 4
158
162
0
14
n/a
8
0 59
137
86
0
15
n/a
14
0 2
230
242
0
16
n/a
7
0 3
118
122
0
17
n/a
3
0 1
320
322
0
Plot #
Wetland/Stream Vegetation Totals
(per acre)
Stream/ Success
Wetland Criteria
StemsZ Volunteers; Total' Met?
1
121
1214
769
No
2
324
688
445
Yes
3
162
121
162
No
4
769
1052
1821
Yes
5
445
1255
850
Yes
6
324
1983
1295
Yes
7
769
1214
1700
Yes
8
445
8053
7972
Yes
9
364
202
486
Yes
10
324
931
809
Yes
11
445
8377
8782
Yes
12
364
6030
6354
Yes
13
324
6394
6556
Yes
14
324
5544
3480
Yes
15
567
9308
9793
Yes
16
283
4775
4937
Yes
17
121
12950
13031
No
Project Avg
381
4123
4073
Color for Density
Exceeds req 'rements by 10%
Exceeds re rements, but by less than 10%
Fails to mee equirements, by less than 10%
equirements by more than 10%
Stem Class characteristics
1Buffer
Stems Native planted hardwood trees. Does NOT include shrubs. No pines. No vines.
2Stream/
Wetland
Stems Native planted woody stems. Includes shrubs, does NOT include live stakes. No vines
3Volunteers Native woody stems. Not planted. No vines.
"Total Planted +volunteer native woody stems. Includes live stakes. Excl. exotics. Excl. vines

EEP Project Code 138. Project Name: Fletcher -Meritor Site
Current Plot Data (MY6 2018)
Scientific Name
Common Name
Species Type
138-01-0001
138-01-0002
138-01-0003
138-01-0004
138-01-0005
138-01-0006
138-01-0007
138-01-0008
6
Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
20
Acer negundo
boxelder
Tree
1
1
1
1
1
1
1
1
1
13
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
10
3
3
4
15
32
4 4 7
7
7
11
12
12
7
Acer rubrum
red maple
Tree
1 1 1 1 1 1 1 1
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
9 7 8 9 7 7 6 4 6 10 8 10 10 8 8 8 6 9 11 9 10 9 7
1
404.7 404.7 1619 607 607 1295 161.9 161.9 283.3 809.4 809.4 1862 485.6 485.6 1740 323.7 323.7 2307 768.9 768.9 1983 445.2 445.2
8498
5
1
1
1
6
4
9
Acer saccharinum
silver maple
Tree
1
1
1
Alnus serrulata
hazel alder
Shrub
Betula nigra
river birch
Tree
7
7
15
1
1
1
1
1
1
3
3
4
4
4
4
Carya
hickory
Tree
Cornus amomum
silky dogwood
Shrub
2
2
3
2
2
2
1
1
1
Cornus florida
flowering dogwood
Tree
Fraxinus pennsylvanica
green ash
Tree
2
2
17
3
3
3
3
3
3
4
4
14
3
3
8
3
3
17
5
5
171
Juglans nigra
black walnut
Tree
3
3
3
1
1
1
1
1
1
1
Liriodendron tulipifera
tuliptree
Tree
Pinus
pine
Tree
Platanus occidentalis
American sycamore
Tree
1
1
1
3
3
4
1 4
41
4
3
3
12
41
4
15
3
31
3
11
1
2
Populus deltoides
eastern cottonwood
Tree
Prunus serotina
black cherry
Tree
2
1
1
1
Salix nigra
black willow
Tree
1
1
1
1
4
Sambucus canadensis
Common Elderberry
Shrub
Unknown
Shrub or Tree
Viburnum dentatum
Isouthern arrowwood
IShrub
1
1
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
3
3 19
8
81 11
41
4 4
19
19 45
11
111 21
81
8 32
19
191 42
11
11 197
1 1 1 1 1 1 1 1
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
21 21 3 3 3 4 2 2 2 5 5 8 6 6 6 3 3 6 71 7 8 41 4 6
121.41 121.41 768.9 323.7 323.71 445.2 161.9 161.9 161.9 768.9 768.91 1821 445.2 LL849.81323.7 323.71 1295 768.91 768.9 170J445.21 445.2 7972
See Below including Salix caprea and Pyrus calleryana - these species were not planted but have volunteered and are noted as exotic
Pyrus calleryana ICallery pear I Exotic
1
1
1
2
Salix caprea Igoat willow I Exotic
6
6
20
7
7
21
1
1
1
1
1
1
22
25
7
13
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
10
10
40
15
15
32
4 4 7
20
20
46
12
12
43 8 8
57 19 19
49 11 11
210
1 1 1 1 1 1 1 1
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
9 7 8 9 7 7 6 4 6 10 8 10 10 8 8 8 6 9 11 9 10 9 7
8
404.7 404.7 1619 607 607 1295 161.9 161.9 283.3 809.4 809.4 1862 485.6 485.6 1740 323.7 323.7 2307 768.9 768.9 1983 445.2 445.2
8498

EEP Project Code 138. Project Name: Fletcher -Meritor Site
Scientific Name
Common Name
Species Type
138-01-0009
1
138-01-0010
138-01-0011
138-01-0012
138-01-0013
Salix caprea Igoat willow I Exotic
138-01-0014
138-01-0015
138-01-0016
1
PnoLS P -all T PnoLS P -all T PnoLS P -all T PnoLS P -all T PnoLS P -all T PnoLS P -all T PnoLS P -all T PnoLS P -all T
4
Acer negundo
boxelder
Tree
1
1
1
9
32 11 11
6
1
1
1
2
2
3
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
8 6 9 9 7 8 10 8 10 7 5 9 9 7 8 8 6 8 8 6 9 8 6
7
364.2 364.2 566.6 364.2 364.2 1295 445.2 445.2 8822 364.2 364.2 6394 323.7 323.7 6718 323.7 323.7 5868 566.6 566.6 9874 283.31 283.31
5059
3
Acer rubrum
red maple
Tree
1
1
2
5
1
10
3
5
Acer saccharinum
silver maple
Tree
Alnus serrulata
hazel alder
Shrub
1
1
1
1
1
1
1
2
2
3
11
Betula nigra
river birch
Tree
3
3
205
2
2
113
2
2
152
3
3
63
3
3
213
1
1
101
Carya
hickory
Tree
Cornus amomum
silky dogwood
Shrub
1
1
2
5
5
7
2
2
3
4
4
8
10
10
12
3
3
3
Cornus florida
flowering dogwood
Tree
Fraxinus pennsylvanica
green ash
Tree
3
3
3
2
2
7
2
2
2
27
1
1
3
Juglans nigra
black walnut
Tree
1
1
1
Liriodendron tulipifera
tuliptree
Tree
1
1
Pinus
pine
Tree
1
Platanus occidentalis
American sycamore
Tree
4
4
4
5
5
51
31
3
3
2
2
3
1
1
1
1
3
3
10
Populus deltoides
eastern cottonwood
Tree
Prunus serotina
black cherry
Tree
Salix nigra
black willow
Tree
1
2
2
Sambucus canadensis
Common Elderberry
Shrub
Unknown
Shrub or Tree
Viburnum dentatum
southern arrowwood
Shrub
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
91
9 12
8
8 20
111
11
217
9
9 157
81
81 162
8
8 86
14
141
242
7
7 122
1 1 1 1 1 1 1 1
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
41 41 7 3 3 5 6 6 8 3 3 7 41 4 5 3 3 5 3 3 6 3 3 5
364.2 364.2 485.6 323.7 323.7 809.4 445.2 445.2 8782 364.2 364.2 6354 323.7 323.7 6556 323.7 323.7 3480 566.61 566.6 9793 283.3 283.3 4937
See Below including Salix caprea and Pyrus calleryana - these speci
Pyrus calleryana ICallery pear I Exotic
1
1
1
3
Salix caprea Igoat willow I Exotic
2
11
1
1
4
59
2
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
9 9 14
9
9
32 11 11
218 9 9
158 8 8
166 8 8
145 14 14
244 7 7
125
1 1 1 1 1 1 1 1
0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
8 6 9 9 7 8 10 8 10 7 5 9 9 7 8 8 6 8 8 6 9 8 6
7
364.2 364.2 566.6 364.2 364.2 1295 445.2 445.2 8822 364.2 364.2 6394 323.7 323.7 6718 323.7 323.7 5868 566.6 566.6 9874 283.31 283.31
5059

EEP Project Code 138. Project Name: Fletcher -Meritor Site
See Below including Salix caprea and Pyrus calleryana - these speci
Pyrus calleryana ICallery pear I Exotic
1
2
2
8
2
2
6
1
1
4
1
1
2
Annual Means
Salix caprea Igoat willow I Exotic
15
15
190
Scientific Name
Common Name
Species Type
138-01-0017
MY6 (2018)
MYS (2017)
105
MY4 (2016)
17
MY3 (2015)
MY2 (2014)
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
MY1 (2013)
177
MYO (2012)
1909
PnoLS P -all T PnoLS P -all T PnoLS P -all T PnoLS P -all IT PnoLS P -all T PnoLS P -all T PnoLS P -all IT PnoLS P -all T
172
Acernegundo
boxelder
Tree
1320
186
186
15
15
37
17
17
26
17
17
20
20
20
37
22
22
68
27
27
27
22
22
22
Acer rubrum
red maple
Tree
1
1
54
1
1
24
1
1
4
2
2
11
2
2
72
9
Acer saccharinum
silver maple
Tree
1
1
1
1
1
1
1
1
1
Alnus serrulata
hazel alder
Shrub
5
4
4
22
5
5
11
4
4
9
1
1
1
Betula nigra
river birch
Tree
1
1
311
31
31
1183
32
32
1611
33
33
982
32
32
1110
31
31
1225
29
29
832
26
26
481
Carya
hickory
Tree
1
1
Cornus amomum
silky dogwood
Shrub
1
1
1
31
31
42
32
32
38
33
33
35
34
34
34
32
32
32
31
31
31
30
30
30
Cornus florida
flowering dogwood
Tree
3
Fraxinus pennsylvanica
green ash
Tree
1
1
1
32
32
276
34
34
246
33
33
153
36
36
160
37
37
80
40
40
40
36
36
36
Juglans nigra
black walnut
Tree
6
6
7
9
9
9
9
9
12
9
9
11
8
8
8
7
7
7
6
6
6
Liriodendron tulipifera
tuliptree
Tree
2
3
1
1
1
Pinus
pine
Tree
1
2
Platanus occidentalis
American sycamore
Tree
37
37
67
37
37
77
37
37
91
36
36
67
34
34
75
33
33
59
35
35
70
Populus deltoides
eastern cottonwood
Tree
1
1
1
2
2
6
1
1
1
Prunus serotina
black cherry
Tree
1
1
3
1
1
3
1
1
1
2
1
1
1
1
1
1
1
1
1
Salix nigra
black willow
Tree
3
1
1
14
1
1
10
1
1
5
1
1
10
1
1
11
Sambucus canadensis
Common Elderberry
Shrub
1
1
1
Unknown
Shrub or Tree
1
1
1
1
1
1
Viburnum dentatum
southern arrowwood
Shrub
1
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
3
3 322
160
160
1711
170
170
2063
171
171
1316
173
173
1450
1691
169
1574
169
169
1007
158
1581
648
1 17 17 17 17 17 17 17
0.02 0.42 0.42 0.42 0.42 0.42 0.42 0.42
31 31 61 Ill 11 14 11 11 14 12 12 14 10 10 12 10 10 11 8 8 9 9 9
9
121.4 121.4 13031 380.9 380.9 4073 404.7 404.7 4911 407.1 407.1 3133 411.8 411.8 3452 402.3 402.3 3747 402.3 402.3 2397 376.1 376.1
1543
See Below including Salix caprea and Pyrus calleryana - these speci
Pyrus calleryana ICallery pear I Exotic
1
2
2
8
2
2
6
1
1
4
1
1
2
Salix caprea Igoat willow I Exotic
15
15
190
12
12
105
17
17
34
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
3 3 323
177
177
1909
172
172
2069
172
172
1320
186
186
1557
186
186
1608 169
169
1007 158 158 648
1 17 17 17 17 17 17
17
0.02 0.42 0.42 0.42 0.42 0.42 0.42
0.42
15 13 16 14 12 15 15 13 15 15 13 15 14 12 13 12 10
8 6P1307111
10 13 11 11
121.4 121.4421.3 421.3 4544 409.4 409.4 4925 409.4 409.4 3142 442.8 442.8 3706 442.8 442.8 3828 402.3 402.3
2397 376.1 376.1 1543

Report Prepared By Vickie Miller
Date Prepared 12/20/2018 21:11
database name
database location
computer name
file size
cvs-eep-entrytool-v2.3.1 Fletcher Year 6 - Revised 12_20_2018.mdb
R:\EEP-WRP\20671 Fletcher\Monitoring\Year 6\Fletcher_Meritor_Site_138_2018_MY6\Support Files\Vegetation Plot Data
RAL-R90R9BFR
60985344
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT------------
Metadata
Description of database file, the report worksheets, and a summary of project(s) and project data.
Proj, planted
Each project is listed with its PLANTED stems per acre, for each year. This excludes live stakes.
Proj, total stems
Each project is listed with its TOTAL stems per acre, for each year. This includes live stakes, all planted stems, and all natural/volunteer stems.
Plots
List of plots surveyed with location and summary data (live stems, dead stems, missing, etc.).
Vigor
Frequency distribution of vigor classes for stems for all plots.
Vigor by Spp
Frequency distribution of vigor classes listed by species.
Damage
List of most frequent damage classes with number of occurrences and percent of total stems impacted by each.
Damage by Spp
Damage values tallied by type for each species.
Damage by Plot
Damage values tallied by type for each plot.
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each species for each plot; dead and missing stems are excluded.
ALL Stems by Plot and spp
A matrix of the count of total living stems of each species (planted and natural volunteers combined) for each plot; dead and missing stems are excluded.
PROJECT SUMMARY -------------------------------------
Project Code 138
project Name Fletcher -Meritor Site
Description Wetland and Stream mitigation in Henderson County, NC.
River Basin French Broad
length(ft)
stream -to -edge width (ft)
area (sq m)
Required Plots (calculated)
Sampled Plots
17

Vegetation Plot 1— IOm x IOm (5/10/2018 Year 6)
Vegetation Plot 2 — IOm x IOm (5/10/2018 Year 6)
Fletcher -Meritor Restoration Project (Year 6 of 6) November 2018
Monitoring Report DMS Project #138

Vegetation Plot 5 — 10m x 10m (5/10/2018 Year 6)
Fletcher -Meritor Restoration Project (Year 6 of 6) November 2018
Monitoring Report DMS Project #138

Vegetation Plot 6 — 1 O x l Om (5/10/2018 Year 6)
Fletcher -Meritor Restoration Project (Year 6 of 6) November 2018
Monitoring Report DMS Project #138

�"� � 1 ,� �� $ -.�' kms, � ;;� �" �•;`' � � �=_�:
A.L

h
�, •� t �F'y':'��' : -� `✓� ■ 'ash .. * � .� !':
r �h
1 i

Vegetation Plot 13 — 10m x 10m (5/10/2018 Year 6)
Vegetation Plot 14 — 10m x 10m (5/10/2018 Year 6)
Fletcher -Meritor Restoration Project (Year 6 of 6) November 2018
Monitoring Report DMS Project #138

Vegetation Plot 15 — l Om x l Om (5/10/2018 Year 6)
Vegetation Plot 16 — IOm x IOm (5/10/2018 Year 6)
Fletcher -Meritor Restoration Project (Year 6 of 6) November 2018
Monitoring Report DMS Project #138

Vegetation Plot 17 — 1 Om x 1 Om (5/10/2018 Year 6)
Fletcher -Meritor Restoration Project (Year 6 of 6) November 2018
Monitoring Report DMS Project #138

Appendix D

Reach
91 Fletcher -Meritor, Upper Reach
River Basin
French Broad
Cross Section ID
XSC-1, Riffle, Upper Reach, 12+02
Drainage Area (Sq Mi)
0.75
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Fletcher -Meritor XSC 1- Riffle, Upper Reach, Sta. 12+02
Baseline 09/17/12 MY105/13/13 MY2 05/14/14
MY3 05/07/15 — MY4 03/22/16 — MY5 03/20/17
—�t—MY6 03/19/18 ----Baseline Bankfull Datum Elev. for Baseline XSC Area 19.1 sf
Baseline Bankfull Datum, ft
2058.90
Bankfull Cross Sectional Area, ft1
11.20
Bankfull Width, ft
9.50
Max Depth at Bankfull, ft
2.11
Mean Depth at Bankfull, ft
1.18
Width/Depth Ratio
8.06
Flood Prone Width, ft
82.40
Flood Prone Area Elevation, ft
2061.01
Entrenchment Ratio
8.67
*Bank Height Ratio
1.08
I-BanKlUll IleVOI... to AchieveAs-
Built Cross Sec. Area (19.1 sf)
2059.58
*BHR based on updated 2018 guidance
Stream Type C/E4 Sta. 12+02 Looking Downstream
2061
Fletcher -Meritor XSC 1- Riffle, Upper Reach, Sta. 12+02
Baseline 09/17/12 MY105/13/13 MY2 05/14/14
MY3 05/07/15 — MY4 03/22/16 — MY5 03/20/17
—�t—MY6 03/19/18 ----Baseline Bankfull Datum Elev. for Baseline XSC Area 19.1 sf
2060
2059
2058
-------------------------- — ______------------------_ __------------_
2057
2056
50 55 60 65 70 75 80

Reach
91 Fletcher -Meritor, Upper Reach
River Basin
French Broad
Cross Section ID
XSC-2, Pool, Upper Reach, 14+69
Drainage Area (Sq Mi)
0.75
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Fletcher -Meritor XSC 2 - Pool, Upper Reach,
Baseline Bankfull Datum, ft
2058.61
Bankfull Cross Sectional Area, ftZ
16.20
Bankfull Width, ft
17.50
Max Depth at Bankfull, ft
2.98
Mean Depth at Bankfull, ft
0.93
Width/Depth Ratio
18.90
Flood Prone Width, ft
>86.00
Flood Prone Area Elevation, ft
2061.59
Entrenchment Ratio
>4.00
*Bank Height Ratio
0.86
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (27.4 sf)
2059.10
*BHR based on updated 2018 guidance
Stream Type I C/E4 I I Sta. 14+69 Looking Downstream
Fletcher -Meritor XSC 2 - Pool, Upper Reach,
Sta. 14+69
Baseline 09/17/2012 — MY105/13/13
MY2 05/14/14
MY3 05/07/15 MY4 03/22/16
— MYS 03/20/17
—oo— MY6 03/19/18 --- Baseline Bankfull Datum
Elev. for Baseline XSC Area 27.4 sf
2060
2059
2058
2057
2056
2055
20 25 30 35
40 45 50

Reach
Fletcher -Meritor, Upper Reach
River Basin
French Broad
Cross Section ID
XSC-3, Riffle, Upper Reach, 15+23
Drainage Area (Sq Mi)
0.75
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Fletcher -Meritor XSC 3 - Riffle, Upper Reach,
—Baseline 09/17/12—MY105/13/13
—MY3 05/07/15 MY4 03/22/16
—P@—MY6 03/19/18 —Baseline Bankfull Datum
Baseline Bankfull Datum, ft
2058.74
Bankfull Cross Sectional Area, ft1
20.50
Bankfull Width, ft
14.00
Max Depth at Bankfull, ft
2.84
Mean Depth at Bankfull, ft
1.46
Width/Depth Ratio
9.56
Flood Prone Width, ft
>86.00
Flood Prone Area Elevation, ft
2061.58
Entrenchment Ratio
>6.00
*Bank Height Ratio
1.00
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (21.3 sf)
2058.80
*BHR based on updated 2018 guidance
Stream Type I C/E4 Sta. 15+23, Looking Downstream
2060.00
Fletcher -Meritor XSC 3 - Riffle, Upper Reach,
—Baseline 09/17/12—MY105/13/13
—MY3 05/07/15 MY4 03/22/16
—P@—MY6 03/19/18 —Baseline Bankfull Datum
Sta. 15+23
—MY2 05/14/14
_MY5 03/20/17
—Elev. For Baseline XSC Area 21.3 sf
2059.50
2059.00
—
___________
2058.50
2058.00
2057.50
2057.00
2056.50
2056.00
2055.50
25
30 35 40
45 50 55

Reach
Fletcher -Meritor, Lower Reach
River Basin
French Broad
Cross Section ID
XSC-4 Riffle, Lower Reach, 14+55
Drainage Area (Sq Mi)
1.1
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Fletcher -Meritor XSC 4 - Riffle, Lower Reach, Sta. 14+55
Baseline Bankfull Datum, ft
2053.74
Bankfull Cross Sectional Area, ft1
23.00
Bankfull Width, ft
17.70
Max Depth at Bankfull, ft
2.58
Mean Depth at Bankfull, ft
1.30
Width/Depth Ratio
13.62
Flood Prone Width, ft
135.00
Flood Prone Area Elevation, ft
2056.32
Entrenchment Ratio
7.63
*Bank Height Ratio
0.92
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (34.5 sf)
2054.17
*BHR based on updated 2018 guidance
Stream Type C/E4Ii
Sta. 14+55 Looking Downstream
Fletcher -Meritor XSC 4 - Riffle, Lower Reach, Sta. 14+55
Baseline 09/17/12 MY105/13/13 MY2 05/14/14
MY3 05/07/15 — MY4 03/22/16 — MY5 03/20/17
—MY6 03/19/18 --- Baseline Bankfull Datum Elev. For Baseline XSC Area 34.5 sf
2055.00
2054.00
2053.00
2052.00
2051.00
2050.00
50 55 60 65 70 75 80

Reach
letcher-Meritor, Lower Reach
River Basin
�]WFrench
Broad
Cross Section ID
SC -5, Pool, Lower Reach, 16+15
Drainage Area (Sq Mi).1
26.10
Date
3/19/2018
Observers
WV. Miller, W. Yelverton
SUMMARY DATA
Baseline Bankfull Datum, ft
2053.32
Bankfull Cross Sectional Area, ft2
32.00
Bankfull Width, ft
26.10
Max Depth at Bankfull, ft
3.36
Mean Depth at Bankfull, ft
1.23
Width/Depth Ratio
21.29
Flood Prone Width, ft
85.10
Flood Prone Area Elevation, ft
2056.68
Entrenchment Ratio
3.26
*Bank Height Ratio
0.96
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (37.9 sf)
2053.53
*BHR based on updated 2018 guidance
Stream Type I C/E4 I I Sta. 16+15 Looking Downstream
2055.00
Fletcher -Meritor XSC 5 - Pool, Lower Reach, Sta. 16+15
Baseline 09/17/12 — MY105/13/13 — MY2 05/14/14
MY3 05/07/15 MY4 03/22/16 — MY5 03/20/17
---MY6 03/19/18 --- Baseline Bankfull Datum Elev. For Baseline XSC Area 37.9 sf
2054.00
2053.00
2052.00
2051.00
2050.00
2049.00
10
15 20 25
30 35 40 45

Reach
Fletcher -Meritor, Lower Reach
River Basin
French Broad
Cross Section ID
XSC-6, Riffle, Lower Reach, 17+89
Drainage Area (Sq Mi)
1.1
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Baseline Bankfull Datum, ft
2053.03
Bankfull Cross Sectional Area, fti
24.30
Bankfull Width, ft
19.00
Max Depth at Bankfull, ft
2.67
Mean Depth at Bankfull, ft
1.28
Width/Depth Ratio
14.86
Flood Prone Width, ft
102.50
Flood Prone Area Elevation, ft
2055.70
Entrenchment Ratio
5.39
*Bank Height Ratio
1.02
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (23.4 sf)
2052.98
*BHR based on updated 2018 guidance
Stream Type I C/E4 Sta. 17+89 Looking Downstream
2054.00
Fletcher -Meritor XSC 6 - Riffle, Lower Reach, Sta. 17+89
Baseline 09/17/12 — MY105/13/13 — MY2 05/14/14
MY3 05/07/15 — MY4 03/22/16 — MY5 03/20/17
—�t—MY6 03/19/18 --- Baseline Bankfull Datum Elev. For Baseline XSC Area 23.4 sf
2053.50
2053.00
2052.50
2052.00
2051.50
2051.00
2050.50
2050.00
50
55 60
65 70 75

Reach
91 Fletcher -Meritor, Tributary
River Basin
French Broad
Cross Section ID
XSC-7, Riffle, Tributary, 12+10
Drainage Area (Sq Mi)
0.32
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Baseline Bankfull Datum, ft
2059.00
Bankfull Cross Sectional Area, ftZ
10.40
Bankfull Width, ft
10.20
Max Depth at Bankfull, ft
2.18
Mean Depth at Bankfull, ft
1.02
Width/Depth Ratio
10.00
Flood Prone Width, ft
>46.05
Flood Prone Area Elevation, ft
2061.18
Entrenchment Ratio
>4.56
*Bank Height Ratio
0.96
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (7.6 sf)
2058.71
*BHR based on updated 2018 guidance
Stream Type I C/E4 I Sta. 12+30 Looking Downstream
Fletcher -Meritor XSC 7 - Riffle, Tributary,
Sta. 12+10
Baseline 09/17/12—MY105/13/13
—MY205/14/14
— MY3 05/07/15 — MY4 03/22/16
— MY5 03/20/17
—r[—MY6 03/19/18 --- Baseline Bankfull Datum
Elev. For Baseline XSC Area 7.6 sf
2060.50
2059.50
2058.50
2057.50
2056.50
15 17 19 21 23 25 27
29 31 33 35

Reach
Fletcher -Meritor, Tributary
River Basin
French Broad
Cross Section ID
XSC-8, Riffle, Tributary, 12+72
Drainage Area (Sq Mi)
0.32
Date
3/19/2018
Observers
V. Miller, W. Yelverton
SUMMARY DATA
Baseline Bankfull Datum, ft
2058.45
Bankfull Cross Sectional Area, W
13.90
Bankfull Width, ft
9.90
Max Depth at Bankfull, ft
2.71
Mean Depth at Bankfull, ft
1.40
Width/Depth Ratio
7.05
Flood Prone Width, ft
52.40
Flood Prone Area Elevation, ft
2061.16
Entrenchment Ratio
5.29
*Bank Height Ratio
1.04
*Bankfull Elevation to Achieve ASI
Built Cross Sec. Area (6.8 sf)
2057.66
*BHR based on updated 2018 guidance
Stream Type C/E4 Sta. 12+72 Looking Downstream
Fletcher -Meritor XSC 8 - Riffle, Tributary, Sta. 12+72
Baseline 09/17/12 —MY105/13/13 , MY2 05/14/14
— MY3 05/07/15 MY4 03/22/16 — MY5 03/20/17
—MY6 03/19/18 --- Baseline Bankfull Datum Elev. For Baseline XSC Area 6.8 sf
2060.00
2059.00
2058.00
2057.00
2056.00
2055.00
15 17 19 21 23 25 27 29 31 33 35

Reach
Fletcher -Meritor, Tributary
River Basin
French Broad
Cross Section ID
XSC-9, Pool, Tributary, 13+07
Drainage Area (Sq Mi)
0.32
Date
3/19/2018
Observers
AV. Miller, W. Yelverton
SUMMARY DATA
Baseline Bankfull Datum, ft
2057.55
Bankfull Cross Sectional Area, fe
16.95
Bankfull Width, ft
9.74
Max Depth at Bankfull, ft
3.36
Mean Depth at Bankfull, ft
1.74
Width/Depth Ratio
5.60
Flood Prone Width, ft
35.40
Flood Prone Area Elevation, ft
2060.91
Entrenchment Ratio
3.63
*Bank Height Ratio
1.28
*Bankfull Elevation to Achieve As -
Built Cross Sec. Area (12.0 sf)
2056.83
'BHB based on updated 2018 guidance
2059.00
2058.00
2057.00
2056.00
2055.00
IAcn An
Stream Type I C/E4 I I Sta. 13+07 Looking Downstream
Fletcher -Meritor XSC 9 - Pool, Tributary, Sta. 13+07
Baseline 09/17/12 – MY105/13/13 — MY2 05/14/14
— MY3 05/07/15 — MY4 03/22/16 MY5 03/20/17
—*(.— MY6 03/19/18 --- Baseline Bankfull Datum Elev. For Baseline XSC Area 12.0 sf

1 = Widths and depths for monitoring resurvey will be based on the baseline bankfull datum regardless of dimensional/depositional development. Input the elevation used as the datum, which should be consistent and based on the baseline datum established. If the performer has inherited the project and cannot acquire the datum used
for prior years this must be discussed with EEP. If this cannot be resolved in time for a given years report submission a footnote in this should be included that states: "It is uncertain if the monitoring datum has been consistent over the monitoring history, which may influence calculated values. Additional data from a prior
performer is being acquired to provide confirmation. Values will be recalculated in a future submission based on a consistent datum if determined to be necessary."
2 = Based on the elevation of any dominant depositional feature that develops and is observed at the time of survey. If the baseline datum remains the only significant depositional feature
then these two sets of dimensional parameters will be equal, however, if another depositional feature of significance develops above or below the baseline bankfull datum then this should be tracked and quantified in these cells.
Table 11 a. Monitoring Data -Dimensional Morphology Summary (Dimensional Parameters -Cross Sections)
Fletcher -Meritor UT to Cane Creek Stream and Wetland Restoration/Pro'. No. 138 - U er Reach 1838 ft , Lower Reach 1779 ft), Tributary
648 ft
Cross Section 1 (Upper, Riffle)
Cross Section 2 (Upper, Pool)
Cross Section 3 (Upper, Riffle)
Cross Section 4 (Lower, Riffle)
Cross Section 5 (Lower, Pool)
Based on fixed baseline bankfull elevation'
Base
MY1
MY2
MY3
MY4
MY5
MY6
Base
MY7
MY2
MY3
MY4
MY5
MY6
Base
MY1
MY2
MY3
MY4
MY5
MY6
Base
MY7
MY2
MY3
MY4
MY5
MY6
Base
MY7
MY2
MY3
MY4
MY5 MY6
Record elevation (datum) used 2058.90
2058.90
2058.90
2058.90
2058.90
2058.90
2058.90
2058.61
2058.61
2058.61
2058.61
2058.61
2058.61
2058.61
2058.74
2058.74
2058.74
2058.74
2058.74
2058.74
2058.74
2053.74
2053.74
2053.74
2053.74
2053.74 2053.74
2053.74
2053.32
2053.32
2053.32
2053.32
2053.32
2053.32 2053.32
Bankfull Width (ft)
15.10
14.00
12.60
11.60
12.30
11.40
9.50
21.90
21.90
21.40
19.50
18.80
19.00
17.50
14.50
14.40
13.70
14.80
13.80
14.07
14.00
19.77
16.10
15.50
17.70
17.30
19.67
17.70
26.16
25.70
23.60
27.10
27.20
25.66 26.10
Floodprone Width (ft)
53.00
65.20
98.40
94.40
96.90
101.80
82.40
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
>86.00
137.36
132.80
132.50
138.30
138.70
138.50
135.00
83.70
84.30
83.00
84.90
85.60
85.20 85.10
Bankfull Mean Depth (ft)
1.26
1.19
1.13
1.22
1.20
1.23
1.18
1.25
1.18
1.17
1.08
1.05
0.97
0.93
1.47
1.47
1.47
1.39
1.57
1.41
1.46
1.75
1.61
1.53
1.48
1.49
1.25
1.30
1.45
1.38
1.23
1.25
1.24
1.25 1.23
Bankfull Max Depth (ft)
1.80
2.01
2.23
2.29
2.30
2.41
2.11
3.10
3.07
3.03
3.08
3.25
2.96
2.98
2.20
2.29
2.91
2.95
2.99
2.65
2.84
2.47
2.46
2.47
2.71
2.70
2.71
2.58
3.31
3.22
3.19
3.34
3.37
3.35 3.36
Bankfull Cross Sectional Area (ft)
19.10
16.70
1 14.20
1 14.20
14.70
14.00
1 11.20
27.40
25.80
25.10
1 21.00
19.70
18.40
16.20
21.30
21.20
20.10
20.50
21.60 1
19.90
20.50
34.50
26.00
1 23.70
26.20
25.80
1 24.58
23.00
1 37.88
35.50
29.00
1 33.80
33.80
31.98 32.00
Bankfull Width/Depth Ratio
11.94
11.74
11.18
9.48
10.29
9.28
8.06
17.50
18.59
18.25
18.11
17.94
19.62
18.90
9.87
9.78
9.34
10.68
4 882=
9.95
9.56
11.32
9.97
10.14
11.96
11.60
15.74
13.62
18.07
18.61
19.21
21.73
21.89
20.59 21.29
Bankfull Entrenchment Ratio
3.50
4.70
7.81
8.14
7.88
8.93
8.67
>4.00
>4.00
>4.00
>4.00
>4.00
>4.00
>4.00
>6.00
>6.00
>6.00
>6.00
>6.00
>6.00
>6.01
6.95
8.20
8.55
7.81
8.02
7.04
7.63
3.20
3.30
3.52
3.13
3.15
3.32 3.26
Bankfull Bank Height Ratio
Based on current/developing bankfull feature
Record elevation (datum) used
Bankfull Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross Sectional Area ft2
Bankfull Width/Depth Ratio
Bankfull Entrenchment Ratio
Bankfull Bank Height Ratio
1.00
0.99
0.95
0.99
1.02
1.13
1.08
1.00
1.15
0.94
1.06
0.90
0.93
0.86
1.00
1.03
1.03
1.05
1.01
1.00
1.00
1.00
1.04
1.05
0.99
1.01
0.93
0.92
1.00
1.00
1.08
0.98
1.01
1.00 0.96
Cross Sectional Area between end pins ft2
d50 (mm)
Cross Section 6 (Lower, Riffle)
Cross Section 7 (Tributary, Riffle)
Cross Section 8 (Tributary, Riffle)
Cross Section 9 (Tributary, Pool)
Based on fixed baseline bankfull elevation'
Base
MY1
MY2
MY3
MY4
MY5
MY6
Base
MY1
MY2
MY3
MY4
MY5
MY6
Base
MY1
MY2
MY3
MY4
MY5
MY6
Base
MY1
MY2
MY3
MY4
MY5
MY6
Base
MY1
MY2
MY3
MY4
MY5 MY+
Record elevation (datum) used 2053.03
2053.03
2053.03
2053.03
2053.03
2053.03
2053.03
2059.00 2059.00
2059.00
2059.00 2059.00
2059.00
2059.00
2058.45
2058.45
2058.45
2058.45
2058.45
2058.45
2058.45
2057.55
2057.55
2057.55
2057.55
2057.55 2057.55
2057.55
Bankfull Width (ft)
17.20
22.60
16.10
17.80
19.70
18.65
19.00
9.24
8.40
7.60
9.20
10.80
10.09
10.20
8.33
7.90
7.40
9.90
9.90
10.00
9.90
12.81
10.50
7.40
8.10
10.10
9.45
9.74
Floodprone Width (ft)
97.90
101.50
98.50
102.00
102.60
102.70
102.50
1 24.91
25.20
27.40
34.02
37.22
>46.05
>46.05
22.32
28.20
29.20
45.00
52.00
52.16
52.40
25.89
31.00
32.60
34.70
35.30
35.00
35.40
Bankfull Mean Depth (ft)
1.36
1.21
1.39
1.40
1.28
1.32
1.28
0.83
0.86
0.80
1.12
1.07
1.11
1.02
0.82
1.06
1.15
1.27
1.31
1.32
1.40
0.93
1.13
1.32
1.60
1.49
1.59
1.74
Bankfull Max Depth (ft)
2.20
2.56
2.39
2.65
2.70
2.74
2.67
1.25
1.34
1.67
1.87
2.09
2.19
2.18
1.19
1.78
1.96
2.26
2.42
2.28
2.71
2.04
2.51
2.62
2.94
3.12
3.08
3.36
Bankfull Cross Sectional Area (ft2)1
23.40
1 27.30
22.40
25.00 1
25.20
24.70
24.30
7.63
7.20
6.10
10.30
11.60
11.18
10.40
6.80
8.40
8.50
12.60
13.00
13.23
13.90
11.96
1 11.90
9.80
13.00
15.00
15.00
1 16.95
Bankfull Width/Depth Ratiol
12.65
1 18.71
1 11.57
12.6 1
15.40 1
14.08
14.86
11.19
9.90
9.47
8.22
10.06
9.11
10.00
12.21
7.43
6.44
7.78
7.54
7.56
7.05
13.71
9.26
5.59
5.05
6.80
5.95
5.60
Bankfull Entrenchment Ratiol
5.69
1 4.50
1 6.12
5.73 1
5.21 1
5.51
5.39
2.70
3.00
3.61
3.70
3.45
>4.56
>4.56
2.68
3.60
3.95
4.55
5.255.22
5.29
2.02
2.90
4.41
4.28
3.50
3.70
3.63
Bankfull Bank Height Ratio
1.00
1.00
1 04
0.97
0.94
0.98
1 02
1.00
1 30
1 16
1 03
1.09
1.12
0.96
1 00
1.00
0.97
0.89
0.97
0.98
1.04
1 1.00
0.89
0.95
0.98
0.96
0.99
1 28
Based on current/developing bankfull feature
Record elevation (datum) used
Bankfull Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross Sectional Area ft2
Bankfull Width/Depth Ratio
Bankfull Entrenchment Ratio
Bankfull Bank Hei ht Ratio
Cross Sectional Area between end ins ft2
d50 (mm)
1 = Widths and depths for monitoring resurvey will be based on the baseline bankfull datum regardless of dimensional/depositional development. Input the elevation used as the datum, which should be consistent and based on the baseline datum established. If the performer has inherited the project and cannot acquire the datum used
for prior years this must be discussed with EEP. If this cannot be resolved in time for a given years report submission a footnote in this should be included that states: "It is uncertain if the monitoring datum has been consistent over the monitoring history, which may influence calculated values. Additional data from a prior
performer is being acquired to provide confirmation. Values will be recalculated in a future submission based on a consistent datum if determined to be necessary."
2 = Based on the elevation of any dominant depositional feature that develops and is observed at the time of survey. If the baseline datum remains the only significant depositional feature
then these two sets of dimensional parameters will be equal, however, if another depositional feature of significance develops above or below the baseline bankfull datum then this should be tracked and quantified in these cells.

Appendix E

Table 12. Verification of Bankfull Events
Fletcher
Meritor Site (UT
to Cane Creek)/ 138 Segment/Reach: feet
Date of Data Collection
Date of Occurrence
Method
Photo
Visual observation of bankfull
9/18/2012
9/18/2012
event during monitoring
Visual observation of bankfull
5/7/2013
5/6/2013 - 5/7/2013
event during monitoring
5/7/2013
Unknown
Stream gauges
Stream gauges (3 events on the
5/13/2014
Unknown
tributary reach and 2 on the main
See below
reach
Stream gauges and observation
5/7/2015
Unknown
See below
of bankfull event debris
Stream gauges and observation
3/22/2016
Unknown
See below
of bankfull event debris
Stream gauges and observation
5/10/2017
Unknown
See below
of bankfull event debris

� 4 "-,may^ ,•.v; � -
it--

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial #
13D4CA2A
Gauge ID:
1
15
10
5
v
u
to
L
H
0
O
IL^
V
3
-5
v0
CO
v
t
u
c
—
-10
-15
-20
2.5
7
M Daily Precipitation (in)
Average Daily Groundwater (in)
12" below ground surface
c
O
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o 0 0
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O" M O n� c -I 00 L -i N Q1 u1 N Q1 lD M O I1 V M n V rq W "q 00 L!1 N Q1 l0 M O
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\ \ \ \ \ U'1 \ \ \ l0 \ \ \ I- \ \ \ \ 00 \ \ \ Ol \ \ \ O O \ \ \
M m Ln Ln Ln 00 00 00 rn rn rn 0 0 0
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
11311987
Gauge ID:
2
15
Begin Growing
10
(4/9/18)
5
0
w
v
-5
c
o
-10
—
3
'
�a0,
m
-15
d
s
i
V
C
-20
-25
-30
-35
2.5
0)
� Daily Precipitation (in)
—Average Daily Groundwater (in)
12" below ground surface
r-
0
0o ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao 00 00 00
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 N N N N N N N N N N N N N N N
0 N M 0 N zTr\-I W M N M LLn N M l�D M 0 N�t r\ -I n�t r\ -I W zT r\ -I W if N M leo M 0
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r-1 r-1 r-1
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 1130DD07
Gauge ID: 3
5
v
-5
10
L
-15
c
3
0
,L^
V
3 -20
0
w
CO
s -25
c
-30
-35
-40
Begin Growing Season End Growing Season
11
011
11 M1111111�111111141111
11
NINE
W W W W W CO W 00 00 CO 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O I" M O r, W Ln N M lM N M 1.0 M O Ill 1:T n V 00 zT 00 Ln N M l\O M O
N N-- ci ci N -- ci N N ci ci N ci ci N M ci N N ci c -I N c -I N M
M MzT z "' "' 0001D 000 ^ r, r, r, r 00 00001 M M M o 0 0 0 0
r-1 r-1 r-1
2.5
2
MML- Daily Precipitation (in)
--*—Average Daily Groundwater (in)
12" below ground surface
0
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 14E17875
Gauge ID: 4
10
5
0
cu
u
t6
w
3
-10
3
O
c7
3 -15
0
ar
CO
M -20
c
-25
-30
-35
2.5
Daily Precipitation (in)
—Average Daily Groundwater (in)
12" below ground surface
2
r-
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 0
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
O Il- M O n-tj* 1--1 00 ul N M M N M 1.0 M O r� zt -1 n -1 00 T -1 00 Ln N M LOO M O
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ci ci ci
0.5
0

Project:
EEP Project ID:
Wetland Component:
Growing Season:
Units
Gauge Type
Serial #
Gauge ID
Fletcher -Meritor
138
Project Riparian Wetlands
April 9 -October 29
Inches
Groundwater
138BE816
5
15
10
5
OJ
M 0
v
C
'0 -5
3
0
v
-10
ar
L
U
C
15
-20
-25
2.5
7
Daily Precipitation (in)
—Average Daily Groundwater (in)
—12" below ground surface
r-
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 00 0 0
N NN N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N
O r` M O r, V A 00 Ln N M Ln N T LD M O r� 'zt r1 r, 1* r-1 00 V r-4 00 Ln N (n LOO M O
\\ T \\\ Ln Ln \\\ Lo \\\ r, \\\\ co \\\ Ql \\\ O O \\\
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-1 1-1 1-1
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 11313657
Gauge ID: 6
5
0
-5
2.5
7
Daily Precipitation (in)
—*--Average Daily Groundwater (in)
12" below ground surface
c
0
25
30
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 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
0 r, M 0 N�t -1 M if N M if N M lO M 0 r, zT r\i r, zT r\ -I W V r -I M M N M lO M 0
N N -- ri ri N -- -- ri N N -- ci ci N -- ri ri N M -- r -I N N ri ri N -- -- ri N m
M M Rt Rt N N N � lO lO ^ n n n n M M M T T M Oi Oi o 0 o
ri r -I r -I
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 9BEA475
Gauge ID : 7
5
0
5
2.5
� Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
2
r-
0
-25
-30
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O n N O n f -i w LLn N m m N m to m O N-4 .\-1 n-4 -1 w-zt c\ -I w m N m l�0 N O
N N c -I ci N -- -- c -I N N — c -I ci N — c -I ci N M r1 N N ci ci N -- -- ci N M
M M Ln Ln Ln l0 l0 l0 ^ 1- n n n 00 00 00 m M M O O O
c-1 -1 r-1
0.5 0.5
0

Project:
EEP Project ID:
Wetland Component:
Growing Season:
Units
Gauge Type
Serial #
Gauge ID
v
u
M
Fletcher -Meritor
138
Project Riparian Wetlands
April 9 -October 29
Inches
Groundwater
9BEBF83
8
5
0
5
-20
-25
-30
00 0000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O Cq M O I- V c -I 00 r 1 N Q1 u1 N Q1 l0 M O I4 V rO I� V c -I 00 V c -I 00 Ill N Q1 -1 M M
N N \ a --I a --I N \ \ a --I N N \ a --I a --I N \ a --I a --I N M \ a --I N N \ i --I c -I N \ \ �--I N M
(v r v v v "' "' U Ln Ln 1O 0 0 0 ^ n n n n CO 0000 0000 000 T Q\1 Q\1 Q\1 O� O� 0 0 0
r-1 r-1 r-1
2.5
i7
r-
0
Daily Precipitation (in)
Average Daily Groundwater (in)
12" below ground surface
1.5'-m
t
a
CL
T
0
1 0
0
GJ
M
5
C
0.5
0
1 Jim w1h, on
INN
El
M11=011
11ME
MIliElIMMIN
111M1.11..
110
El
11
on
No
00 0000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O Cq M O I- V c -I 00 r 1 N Q1 u1 N Q1 l0 M O I4 V rO I� V c -I 00 V c -I 00 Ill N Q1 -1 M M
N N \ a --I a --I N \ \ a --I N N \ a --I a --I N \ a --I a --I N M \ a --I N N \ i --I c -I N \ \ �--I N M
(v r v v v "' "' U Ln Ln 1O 0 0 0 ^ n n n n CO 0000 0000 000 T Q\1 Q\1 Q\1 O� O� 0 0 0
r-1 r-1 r-1
2.5
i7
r-
0
Daily Precipitation (in)
Average Daily Groundwater (in)
12" below ground surface
1.5'-m
t
a
CL
T
0
1 0
0
GJ
M
5
C
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # EBD106E
Gauge ID: 9
5
0
5
v
V
v
c
'o -10
3
0
CU
CO
cu
r -15
V
C
-20
-25
2.5
6
EL Daily Precipitation (in)
—Average Daily Groundwater (in)
12" below ground surface
r-
0
00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N N N N N 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 N N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O I, M O n V -i 00 Ln N Ql u'1 N Ol UJ M O I4 rq N I- -4 rA 00 V -1 00 Ill N Ql -.0O M O
N N \ a --I a --I N \ \ c -I N N \ i --I c -I N \ -4 -4 NM \ -4N N \ r -I c -I N \ \ c -I N M
m m v v v '' Lnn Ln Lnn 1O 0 0 0^ r, r, r, r, 00 0000 0000 0 O1 M M M o 0 0 0 0
r-1 r-1 r-1
0.5 0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 10FACBB4
Gauge ID: 10
5
End Growing Seaso
2.5
(10/29/18) �
1
1
,
,
1
'
1
1
1
'
;
1
Daily Precipitation (in)
,
1
I
I
1
1
3
—Average Daily Groundwater (in)
12" below ground surface
1
1
1
1
1
2
-1
1
,
,
,
,
1
w
I
�
1
1
I
1
1
o
ti -3
1.5 +r
3
�
,
,
,
2-
c
v
o -5
0
a`
(7
.
3
�
0
0
m -7
1 0
0
Vl
d
�
�
V
5
c -g
-11
0.5
-13
-15
0
00
00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00
00 00 00
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 N N N N N N N N N N N N
N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O M O n� c -I 00 N O1 u'1 N lD M O r\ rq I, V C -q W V c-1 W N Q1
\ \ \
l0 M O
-4 -I
N N \ i --I c -I N \ \ i --I N N \ i --I c -I N \ i --I c -I N M \ i --I N N \ i --I a --I N \ \
rq M rJ
\ \ \ \ \ If'1 u'f \ \ \ l0 \ \ \ I- \ \ \ \ 00 \ \ \ Ol \ \ \ o o
c -I N M
\ \ --
M
m m In In In r` r` r` r` 00 00 00 rn rn rn
0 0 0
Be in ro g Season
End Growing Seaso
/18J
(10/29/18) �
1
1
,
,
1
'
1
1
1
'
;
1
,
1
I
I
1
1
,
,
,
,
,
1
1
1
1
1
,
,
,
,
1
,
I
1
1
I
1
1
,
,
,

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # AB37304
Gauge ID: 11
5
0
-5
10
CU
V
M
3
'0 -15
c
O
L
3 -20
0
v
m
s -25
V
C
30
35
40
2.5
2
M Daily Precipitation (in)
--*—Average Daily Groundwater (in)
12" below ground surface
r-
M M M M m 00 W W 00 00 00 W M M x m M M M m 00 m m m m m m m m m m m m
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 N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O I, M O n V c -I 00 r-4 N Q1 u'1 Na) UJ Md I4 rq N I- -4 N W V c -i 00 rJ4 Na) -.6M
N N \ c -I a --I N \ \ c -I N N \ i --I c -I N \ -4 -4 NM \ -4N N \ i --I ci N \ \ c -I NM
m m v v v v' v' n n n n n n^ r, r, r, r, 00 00 00 00 O1 M m m o 0 0 0 0
r-1 r-1 r -i
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 10FAA7C4
Gauge ID: 12
5
0
5
2.5
EL Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
2
r-
0
-20
-25
-30
00 0o ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O n N O n -1 W 11 N M Ln N M l�D N O n c\-1 r, c\-1 W T `\-1 W 1! N M l0 M O
N N ci ci N — ci N N -- ci ci N -- ci ci N M -- r1 N N c-1 c -I N ci N M
M M 1I 1I 1I LLO O LD LDD LDD ^ n n n r- W W W M M M Or -i Or -i O O O
r-1 r-1 r-1
0.5
[e7

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 10FADD4C / A278DE1
Gauge ID: 13
5
3
1
-9
-11
-13
in
rowing Season End Growing Season
/
1 (10/29/18)
Malfunction
i
m m m m m m m m m m m m m m m m m m m m a m m m a m m m m m m m m
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 N N N N N N N N N N N N N N N
0
0 n M O n ZT -1 W M N M Ln N M l�D M O n c\ -I n c\ -I W T c\ -I W M N M leo M 00
N N-- ci ci N-- ci N N ci ci N ci ci N M i N N ci ci N ci N m
M M Lf Lf L lDD lDD lDD ^ n n n r- W W W M M Q\1 O -i O-1 O O O
1-1 r-1 ri
2.5
2
Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
O
0.5
[e7

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # A28ABBO
Gauge ID: 14
5
2.5
Begin Growing Season End Growing Season 1Daily
Precipitation (in)
(4/9/18) (10/29/18):
♦Average Daily Groundwater (in)
0
,
12" below ground surface
,
,
2
-5
-
v
U
-10
� '
c
1.5
o
+
'
M
`n
.2-
0
o
-15
,
L
a
l7
i
.
0
0
°'
'
'o
1
CO
-20
—
OJ
'
U
-25
'
I '
'
0.5
-30
'
-35
h.,
0
00
00 00 00 00 00 00 00 00 00 0o ao 00 00 0o ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O I, M O I, ci 00 lIl N Q1 u'1 N Q1 lD M O I, zT ci I, c -I W V 00 lIl N Q1 M O
-
N N \ i --I c -I N \ \ i --I N N \ i --I c -I N \ i --I ci N M \ i --I N N \ i --I a --I N \ \ �--i N M
\\ cc \\\
m m Ln Ln Ln 00 00 00 rn rn rn r r, O O O

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 9DE54F2
Gauge ID : 15
5
0
5
-10
2.5
2
0
-30
-35
-40
ao ao 0o ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
0 r, M 0 r, 'T c\ -I W M N M LLn N M lO M 0 r, v c\ -I n c\ -I W c\ -I W if N M lDD M 0
N N -_ ci ci N -_ -_ ci N N -_ ci ri N c -I c -I N M -1 N N ci c1 N __ __ ci N M
M M U' U- u\') lDD lO LO ^ n n n n W W W M M M O-iO� 0 0 0
r1 c1 c1
0.5
IN
Daily Precipitation (in)

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 138BD91 E / 1130EA33
Gauge ID: 16
5
s n
� /1
2.5
Sea
g Season End Growing
Daily Precipitation (in)
3
—s --Average Daily Groundwater (in)
12" below ground surface
1
2
-1
v
-3
1.5
�
u
Gl
o -5
a`
t�
a
3
'�a
0
0
m -7
1 0
s
s
U
E -g
-11
0.5
-13
-15
0
00
0o ao 0o ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
00 00 00
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 N N N N N N N N N N N N
N N N
O N mO N-4 c\ -I x if N m LLn N m Lo N O n 4 c\ -I n 4 a\ -I w - c\ -I w LLn N 6
6 lm O
N N \ -I -I N \ \ c -I N N \ r -I c -I N \ i --I c -I N M \ �--I N N \ c -I ci N \ \
c -I N M
M M u1 u1 u1 lD lD lD n n n n W W W a> d> d> c -I -1
O O O
r -I r -I r -I
in ow
s n
� /1
(10/29/

Project: Fletcher -Meritor
EEP Projec 138
Wetland C Project Riparian Wetlands
Growing SiApril 9 -October 29
Units Inches
Gauge Typ Groundwater
Serial # destroyed
Gauge ID: 17
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA
NO DATA

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 9BEBCFO
Gauge ID: 18
5
0
5
2.5
� Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
2
r-
0
-20
-25
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O n N O n f r�-I w Ln N m m N m l�O m O N-4 .\-I n-4 r -i -I w-zt r\ -I w m N m l�O N O
N N ri ri N -- -- ri N N -- ri ri N -- ri ri N M -, -i N N -- ri ri N -- -- ri N M
M M Ln Ln Vl l0 l0 lO ^ I- n n n 00 00 00 m M M Oi O� O O O
ri r -I r -I
0.5 0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 136ACA3C
Gauge ID: 19
5
2.5
Begin Growing Season
End Growing Season
IL Daily Precipitation (in)
(4/9/18)
'
(10/29/18):
--*--Average Daily Groundwater (in)
0
12" below ground surface
'
2
-5
;
U
� -10
;
c
o
1.5 +�
'o -15
`
a
'
�
a
0
O000
'
1 0
-20
s
u
C
�
i
-25
0.5
-30
'
-35
0
00
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N
N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O r` M O r` c 1 00 Ln N O1 Ln N O1 LD M O r� -zT -1
\ \ \ \ \ \ \ \ \ \ \ \ \
r, �* -1 00 1* -1 00 Ln N O1 lD M O
\\\
\\\ Ln Ln \\\ lOO \\\ r- \\\
00 \\\ M
\\\ O O \\\,
M rO zT zT zT Ln Ln Ln LO LO LO r` r` r` r`
00 00 00 rn am m rl c -I 000
r-1 r-1 r-1

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # B651924
Gauge ID: 20
ar
U
as
V)
H
c
3
0
L
0
3
0
v
m
a,
L
C
5
0
-10
-15
20
Begin Growin as Gr wing eason
(4/9/18) 1 18)
1 ,
1 ,
1
1 ,
1 ,
ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao ao ao
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 N N N N N N N N N N N N N N N
W M N M LLn N M lO M o r, v c\ -I n c\ -I M1:3- .\-1 W if N M lDD M O
N N ci ci N -I N N-- ci ci N ci ci N M -i N N-- ci ci N ci N M
M M iI iI Ln lDD LO LO ^ n n n r- W W W M M M Or -i O1 000
1-1 1-I 1-I
2.5
2
M Daily Precipitation (in)
—o --Average Daily Groundwater (in)
— 12" below ground surface
r-
0
0.5
lug

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 138BB5AA
Gauge ID: 21
10
2.5
Begin Growing Season End Growing Season
(4/9/18) (10/29/18) ;
1— Daily Precipitation (in)
5
—o --Average Daily Groundwater (in)
,
12" below ground surface
2
0
,
,
CIO
5
c
M
0
1.5
N
L
c
,
,
o -10
a
,
o
'
c
a
1 0
`N -15
'
u
u
u
u
c
,
,
,
c
-20
,
'
0.5
-25
'
poll
0
-30
0o co co 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O n m O n-4 -4 w LLn N m m N m to N O N E c\-1 ^ -4 i 4 x 4 c\ -I x m N m Lo m O
N N \ c-1 ci N \ \ c -I N N \ -i ci N \ -i ci N M \ ci N N \ c -I ci N M
M M Vl Vl Vl 110 l0 l0 I- n n n W 00 00 01 01 T c -I ci coo
N N N

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 11312837
Gauge ID: 22
10
5
0
-5
a
u
c6
3
-10
v
c
o -15
L
3
0
a, -20
m
v
r
u
-25
-30
-35
-40
2.5
2
Daily Precipitation (in)
—s --Average Daily Groundwater (in)
12" below ground surface
r-
0
W W W 00 00 00 00 00 00 00 00 00 W W W W 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
0 0 0 0 0 0 0 0 0 N N 0 N N N 0 N N N N 0 N N N 0 N N N N N N N N
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
leo M O
N N r -I r -I N ci N N c -I ri N ri ri N M ri N N ri ri N ri N M
M M Ln Ln Ln to to to ^ I- n n n 00 00 00 M M M Oi Or -i o o o
r -i rti rti
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 182727 / EDB96D7
Gauge ID: 23
10
5
0
-5
__ -25
-30
-35
-40
Begin Growing Season End Growing Season
(419118) (10129118)
Iii►
�►
i"M 0=11
RonMMIMEMM1,1MME
ao ao 0o ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
1-4
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 N N N N N N N N N N N N N N N
0 r, M 0 r, 'T c\ -I W M N M LLn N M to M 0 r, v c\ -I r- c\ -I M1:3- c\ -I M if N M lDD M 0
N N -- ci ci N ci N N -- ci ci N c -I c -I N M -i N N — c -I c -I N -- — c -I N M
M M II II L lDD Lo Lo ^ n n n n W W W M M M O� O� 0 0 0
1-1 1-I 1-I
2.5
2
0
Daily Precipitation (in)
Average Daily Groundwater (in)
12" below ground surface
0.5
[e7

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 1314D206
Gauge ID: 24
10
5i
-10
-15
-20
Begin Growing Season End Growing Season
(4/9/18)
I
I
I
I
(10/29/18)
I
I
I
I
—
Malfunction
I
I
I
I
1
1
I
I
I
I
I
I
I
1
1
I
I
I
I
I
1
1
I
1
I
I
I
I
1
1
I
I
I
I
I
1
1
1
1
I
1
1
1
1
I
I
I
I
I
I
I
I
1
1
1
1
1
1
I
I
I
I
I
I
I
I
I
I
1
I
I
1
1
1
1
1
1
I
I
I
I
00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O n c l O N zT -1 W II N M II N M leo N O N zT "i N zT r-- 0000 c\ -I 0000 Ln N a) LO M O
N N -- ci ci N -- -- ci N N -- ci ci N -- ci ci N M —, ci N N ci ci N -- -- r1 N M
M M Ln Ln Ln to to to ^ I, n n n 00 00 00 M O O O1 O1 O O O
a -I a -I c -I
2.5
� Daily Precipitation (in)
—*--Average Daily Groundwater (in)
12" below ground surface
0
0.5

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 9BEBF22 / 13D4B149
Gauge ID: 25
10
5
0
-5
'C -10
C
o -15
Q
3
a -20
CO
N
d
-25
-30
-35
-40
2.5
M Daily Precipitation (in)
♦Average Daily Groundwater (in)
12" below ground surface
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 0
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
O r` M O r, lzl- -1 00 M N M Ln N M LOO M O r, �* —1 r, �* ri 00 1* r -i 00 Ln N O1 L\O M O
\ \ \ \ \ L n L n \ \ \ l O \ \ \ r - \ \ \ \ 0 0 \ \ \ T \ \ \ O O \ \ \
M M zT zT zT M M Ln LD LO LO r` r` r` r` 00 00 00 rn am am ti r-1 O O O
r-1 r-1 r-1
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 1314D1 F1 / 1130FAA2
Gauge ID : 26
10
5
0
-5
d
u
m
3
-10
C
7
0
�7
3 -15
0
CU
CO
N
r -20
u
c
-25
-30
-35
2.5
2
Daily Precipitation (in)
—*—Average Daily Groundwater (in)
12" below ground surface
r-
00 0o ao 00 0o ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
N N M O n N c -I 00 l!1 N N u1 N Q1 lD M O I, � r-iM I� � rr-i14 W V r-i"i 00 Ln N Q1 lD M M
N N \ i --I c -I N \ \ i --I N N \ �--I ci N \ �--I ci N M \ a --I N N \ a --I c -I N \ \ c -I N M
Mm m "n Ln n n 1O � LO L ^
r, n n n c0 0000 0000 0000 rn M M M o 0 0 0 0
-i -1 -1
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 113118F8 / 14E1 603B
Gauge ID: 27
10
5
0
2.5
M Daily Precipitation (in)
—o --Average Daily Groundwater (in)
— 12" below ground surface
2
O
-25
-30
-35
00 0o ao ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
if N m LLn N m Lo N O r, zf -4 n zf \-i W V c\ -i W LLn N p l�D [m o
N N ci ci N ci N N S ci -i N ci ci N M N M
M M Lf Lf Ln l.D LD LD ^ n n n n 0000 W W M M M OI -i Ol-i O O O
1-1 1-1 1-1
0.5
[e7

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 9BEA4DB / 9BEA426
Gauge ID: 28
10
5
0
-5
a
u
m
3
-10
v
'o -15
3
0
a, -20
m
cu
v
s
u
5 -25
-30
-35
-40
2.5
2
� Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
r-
0
ao ao ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O I, M O n'zT ci 00 Ln N M Ln N M LD M O I" V -i n V r-1 00 'zl* r-1 00 Ln N M lOO M O
\\ \\\ L1 i11 \\\ l\D \\\ I- \\\\ 00 \\\ O) \\\ O O \\\
M M a a a Ln Ln Ln LO kD kD r, r, r, r, 00 00 00 rn rn rn-1-1 0 0 0
r-1 r-1 r-1
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 9DE69AB
Gauge ID: 29
5
Begin Growing Season
(4/9/15)
0
-5
-10
End Growing Season
(10/29/15)
WELL
DESTROYED
V HICLE
-15
fill
-20
1
-25
,
I
11J,
1111
-30
1 1�
Ln Ln
Ln
Ln
Ln
Ln Ln Ln
Ln Ln Ln
Ln Ln u)
u)
Ln
Un
ul
Ln
Ln
u)
Ln Ln Ln
Ln Ln Ln
Ln u) Ln
Un Un
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 N N
N
N
N
N
N
N
N
N
N
N
N
N N N
N N N
N N N
N N
ci ri
rl
N
O
O N N
N ci N
r1 ci rl
N
r1
O
O
O
O
O
O M O1
Q) 00 00
00 00 00
00 1,
c ii \
\
\
\
\ M \
\ \
\ Ln \
\
\
\
\
\
\
\
\ 0000 \
\ M \
\ O \
\ r -i
r1
rl
r1
N
N M
M
Ln
Ln
Ln
U6
lQ
to
1,
N
n 00
00 Ql
Ql rl O
O rl
ci
ci
2.5
Daily Precipitation (in)
--*—Average Daily Groundwater (in)
12" below ground surface
2
0
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 138BE066
Gauge ID: 30
5
Beg i rowing Lo Gi ing a on
3
I
I
1 ,
I
-1
I
I I
� I I
u � �
M 1
-3
� I I
N I I
I I
� I I
� I I
o' -5
L
1 I
1 I
3 '
0 1
I 1
v -7
CO
N I I
� I I
L I 1
V I I
5 -9
I 1
I 1
I 1
I 1
I I
I I
I I
I I
-13
I
I 1
I 1
I 1
I I
-15
0o co 0o co 00 00 0o ao W M W M 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 0 000 0 cc 0
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
O 1, M O n V c-1 00 Ln N Q\1 Ln N 6\1 loo M O r, zT c-1 r� zT �1 00 :t �11 00 Lr1 N 00) l\O M O
\ \ T \ \ \ \f) U) \ \ \ t O \ \ \ I - \ \ \ \ 0 0 \ \ \ O1 \ \ \ O O \ \ \
m m v v v in In In �o �o �o 1" r" r, r, 00 00 00 rn rn m�r-i o o 0
-1 r -i r-1
2.5
2
M Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
r-
0
0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # 182724 / 13D4CFD5
Gauge ID: 31
5
0
-5
-30
-35
ao ao 0o ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
0 r, M 0 n rH W M N M LLn N M lO M 0 r, v r\-1 r, c\ -I M1:3- c\ -I M if N M lDD M 0
N N -- -I -I N -- -- -I N N -- -I ri N r -I r -I N M r-1 N N -- ci c-1 N -- -- ri N M
M M U- U- 1I lDD lO lO ^ n n n n W W W M M M O� O1 0 0 0
r-1 r-1 c-1
2.5
2
M Daily Precipitation (in)
Average Daily Groundwater (in)
12" below ground surface
0
0.5 0.5
[e7
(419118)
itfill]
I� III
11
l�l
2.5
2
M Daily Precipitation (in)
Average Daily Groundwater (in)
12" below ground surface
0
0.5 0.5
[e7

Project:
EEP Project ID:
Wetland Component:
Growing Season:
Units
Gauge Type
Serial #
Gauge ID
Fletcher -Meritor
138
Project Riparian Wetlands
April 9 -October 29
Inches
Groundwater
EBDD9BO
32
-5
2.5
Daily Precipitation (in)
—*--Average Daily Groundwater (in)
—12" below ground surface
r-
-20
-25
-30
00 00 00 0o ao 00 00 00 0o ao 00 00 00 00 00 0o ao 0o ao 00 0o ao 0o ao 00 00 00 0o ao 0o ao 00 00
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 N N N N N N N N N N N N N N N
O r` M O r V W LO N M Ln N M LSO M O r` Z3, -i r` zt .-1 00 -ZT 1--i 00 LO N M lOO M O
N N-- rl c -I N -- rl N N-- e -I q N� rl i -q N M— rl N N-- i --I N N � �--i N M
mm a L L Ln0Ln1O O00 r,r,r,r00000O mrnmo0000
-4 1-4
0.5 0.5

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial # EBDCF48
Gauge ID: 33
5
0
5
2.5
■ Daily Precipitation (in)
—o --Average Daily Groundwater (in)
12" below ground surface
2
r-
0
-20
-25
30
00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o ao ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00
0 0 0 0 0 N 0 0 N N N 0 N N N 0 N N N N 0 N N N 0 N N N N 0 N N N
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
O n N O n- c\ -I w LLn N m m N m leo N O N E c\ -I ^ i\ -I W c\ -I W m N m leo N O
N N— c -I ci N ci N N— c -I ci N ci ci N M ci N N c -I ci N ci N M
M M M Ln Ln to to to ^ I- n n n 00 00 00 M M O O O O
0.5 0.5
0

Project:
Fletcher -Meritor
EEP Project ID:
138
Wetland Component:
Project Riparian Wetlands
Growing Season:
April 9 -October 29
Units
Inches
Gauge Type
Groundwater
Serial #
EBDB81A
Gauge ID:
34
5
Gr
ng
18)
0
I
1
-5
I
I
1
1
10
1
I
a
u
I
�
t
ra
-15
�
C
'
i
O
L
-20
V'
I
3
'
a,
CO
-25
1
v
t
�
I
u
5
-30
I
I
-35
I
1
I
1
-40
1
I
I
-
-45
2.5
7
Daily Precipitation (in)
—*—Average Daily Groundwater (in)
12" below ground surface
r-
0
00 0o ao ao ao ao ao ao ao ao 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O I, M O n �i ci 00 L!1 N Q1 u1 N Q1 lD M O I, zf ci r, V c -I W V r -i W Ln N Q1 lD M O
rn rn `r ` 0 0 010 0 0 0^ r, n n n c0 0000 0 00 M M M o o o 0 0
-i r -i r -i
0.5
0

Project:
EEP Project ID:
Wetland Component:
Growing Season:
Units
Gauge Type
Serial #
Gauge ID
Fletcher -Meritor
138
Project Riparian Wetlands
April 9 -October 29
Inches
Groundwater
174146/14E1531D2
35
5
0
-5
2.5
OJ
� Daily Precipitation (in)
--*—Average Daily Groundwater (in)
12" below ground surface
20
25
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
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 N N N N N N N N N N N N N N N
O n M 0 n-zT -1 M Ln N M Ln N M L\D M 0 r, V -i r, V r-1 00 -zl* ci 00 Ln N M tDD M 0
\ \ \ \ \
Ln u) \ \ \ l D \ \ \ I - \ \ \ \ 0 0 \ \ \ O) \ \ \ O O \ \ \
M rn a s Ln Ln Ln �O LO LO r` r` r` r` 00 00 00 rn rn rn�r-i 0 0 0
r -i r -i r -i
0.5
0

Table 13. Wetland Gauge Attainment Data
Summary of Groundwater Gauge Results for Years 1 to 6
Success Criteria Achieved / Max Consecutive Days During Growing Season
(Percentage)
Wetland
Year 1
Year 2
Year 3
Year 4
Year 5
Year 6
Gauge
ID
(2013)
(2014)
(2015)
(2016)
(2017)
(2018)
No/9
Yes/14
No/6
Yes/29
Yes/172
1
D
_
4%
7%
3%
14%
84%
Yes/18
Yes/17
No/1
No/8
No/7
2
D
9%
8%
1%
4%
3%
No/4
No/7
No/3
Yes/ 11
No/6
3
D
_
2%
3%
2%
5%
3%
4
D
_
_
Yes / 10
No/6
Yes / 23
Yes / 14
5%
3%
11%
7%
5
D
Yes 19
No/3
No/8
No/4
Yes/10
Yes/30
9%
2%
4%
2%
5%
15%
6
A
_
Yes / 26
Yes / 22
Yes/ 10
Yes / 36
Yes / 31
13%
11%
5%
18%
15%
Yes / 26
Yes / 76
Yes / 13
Yes / 38
Yes / 90
7
A
_
13%
37%
6%
19%
44%
Yes / 63
Yes / 19
Yes / 31
Yes / 14
Yes / 55
Yes / 91
8
A
31%
9%
15%
7%
27%
44%
Yes / 18
Yes / 22
Yes/ 11
Yes / 41
Yes / 64
9
A
9%
11%
5%
20%
31%
10
A
Yes / 17
Yes / 29
Yes / 34
Yes / 17
Yes / 116
Yes / 103
8%
14%
17%
8%
57%
50%
11
A
_
No/6
Yes/13
No/5
Yes/22
Yes/16
3%
6%
2%
11%
8%
12
A
_
Yes / 26
Yes / 23
No/9
Yes / 29
Yes / 35
13%
11%
4%
14%
17%
13
A
_
Yes / 17
Yes / 25
Yes/ 10
Yes / 30
Yes / 21
8%
12%
5%
15%
10%
Yes/18
Yes/25
No/8
Yes/25
Yes/30
14
A
_
9%
12%
4%
12%
15%
Yes/17
Yes/27
No/9
Yes/25
Yes/31
15
A
_
8%
13%
4%
12%
15%
Yes / 20
Yes / 34
Yes / 28
Yes / 176
Yes / 112
16
A
_
10%
17%
14%
86%
55%
17
A
-
-
-
-
-
18
A
Yes / 24
Yes / 28
Yes / 34
Yes / 14
Yes / 62
Yes / 76
12%
14%
17%
7%
30%
37%
19
A
_
Yes / 16
Yes / 22
No / 7
Yes / 37
Yes / 24
8%
11%
3%
18%
12%
20
A
Yes / 25
Yes / 33
Yes / 36
Yes / 18
Yes / 64
Yes / 100
12%
16%
18%
9%
31%
49%

A blank cell indicates that there was not enough data to determine if the well was meeting
the hydrology criteria for that year.
Table 13. Wetland Gauge Attainment Data
Summary of Groundwater Gauge Results for Years 1 to 6
Success Criteria Achieved / Max Consecutive Das During Growing Season
(Percentage
Wetland
Year 1
Year 2
Year 3
Year 4
Year 5
Year 6
Gauge
ID
2013
2014
(2015)
2016
(2017)
(2018)
Yes / 40
Yes / 12
Yes / 20
No / 7
Yes / 24
Yes / 22
21
B
20%
6%
10%
3%
12%
11%
No/4
No/3
No/4
No/5
No/7
22
B
_
2%
2%
2%
2%
3%
Yes/ 10
No / 7
Yes / 24
Yes / 30
23
B
_
5%
3%
12%
15%
Yes / 26
Yes / 20
No / 8
24
B
_
13%
10%
4%
Yes/13
No/9
No/5
Yes/13
Yes/11
25
g
6%
4%
2%
6%
5%
Yes/28
Yes/ 10
No/4
Yes/31
26
g
14%
5%
2%
_
15%
Yes / 29
Yes / 23
Yes/ 11
Yes / 31
Yes / 59
27
g
14%
11%
5%
15%
29%
No/8
No/4
Yes/13
No/7
28
B
_
4%
2%
6%
3%
Yes/19
No/5
29
C
9%
2%
_
Yes / 26
Yes / 23
No / 6
Yes / 30
Yes / 76
30
C
_
13%
11%
3%
15%
37%
Yes/ 10
Yes / 69
Yes / 28
Yes / 84
31
C
_
_
5%
34%
14%
41%
Yes / 16
Yes / 22
No / 6
Yes / 23
Yes / 31
32
C
_
8%
10%
3%
11%
15%
Yes / 18
Yes / 21
No / 7
Yes / 24
Yes / 32
33
C
_
9%
10%
3%
12%
16%
Yes/16
Yes/15
Yes/21
No/8
Yes/94
34
C
8%
7%
10%
4%
46%
Yes / 38
Yes / 29
Yes/ 10
Yes / 32
Yes / 86
35
C
_
19%
14%
5%
16%
42%
A blank cell indicates that there was not enough data to determine if the well was meeting
the hydrology criteria for that year.