20161076 Ver 1_Year 0 Monitoring Report_2019_20200424

ID#* 20161076 Version* 1
Select Reviewer:*
Mac Haupt
Initial Review Completed Date 04/27/2020
Mitigation Project Submittal - 4/24/2020
Is this a Prospectus, Technical Proposal or a New Site?* O Yes a No
Type of Mitigation Project:*
rJ Stream rJ Wetlands [Buffer ❑ Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Harry Tsomides
Project Information
............................................................................................................................................................................
ID#:* 20161076
Existing IW
Project Type: F DMS r Mitigation Bank
Project Name: Fletcher Stream and Wetlands
County: Henderson
Document Information
Email Address:*
[e-mail]
Version: * 1
Existing Version
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: Fletcher _100004_MYO_2019.pdf 52.75MB
Rease upload only one R7Fcf the conplete file that needs to be subrritted...
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Print Name:* Harry Tsomides
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Fletcher Stream and Wetland Mitigation Site
As-Built Baseline Monitoring Report
FINAL
Fletcher Stream and Wetland Mitigation Site
NCDMS Contract No. 006997
NCDMS Project No. 100004
DWR# 16-1076
USACE Action ID: SAW-2016-02205
Henderson County, North Carolina
Data Collected: February 1st, 2019 – March 20th, 2019
Date Submitted: April 29th, 2019

Submitted to:

NCDEQ-Division of Mitigation Services
1652 Mail Service Center Raleigh N C 27699-1652

This Page Intentionally Left Blank

Prepared for:

37 Haywood Street, Suite 100
Asheville, NC 28801

Prepared by:

37 Haywood Street, Suite 100
Asheville, NC 28801

This Page Intentionally Left Blank

37 Haywood Street, Suite 100 Asheville NC 28801 828.253.6856 www.equinoxenvironmental.com
May 13th, 2019
Harry Tsomides
Project Manager
DENR Division of Mitigation Services
5 Ravenscroft Dr., #102
Asheville, NC 28801

Subject: Draft As-Built Baseline Monitoring Report (Task 6)
Fletcher Site Mitigation Project, Henderson County
French Broad River CU 06010105
DMS Project ID No. 100004 / DEQ Contract #006997

Dear Mr. Tsomides,

Equinox/EWS has reviewed and addressed the comments for the draft As-Built Baseline Monitoring Report and
Record Drawings for the Fletcher Site Mitigation Project. This deliverable documents stream and wetland
restoration, enhancement and preservation assets totaling 10,011.3 Stream Mitigation Units (SMU) and 8.91
riparian Wetland Mitigation Units (WMU). Comments provided by NCDMS on May 8th, 2019 are listed below with
red text indicating how each was addressed:

Section 1.3 - Project Success Criteria
ER standard from mitigation plan (Table 18) is not mentioned. Included in Table 18 from approved mitigation
plan.
Continuous 30-day annual surface flow standard from mitigation plan (Table 18) for tributaries is not
mentioned. Included in Table 18 from approved mitigation plan.
Vegetation – indicate that the CVS method will be used (per mitigation plan). Added to Table 18 from approved
mitigation plan.
Hydrology – indicate that the four bank full events must occur in separate years. Included in Table 18 from
approved mitigation plan.
Approved mitigation plan indicated a success hydroperiod of 12%; however the as built report states that the
project success criterion is 10%. Please correct to reflect the approved mitigation plan hydroperiod of 12%.
Included in Table 18 from approved mitigation plan.
For simplicity and clarity DMS recommends inserting Table 18 (Performance Standards) from mitigation plan if all
monitoring performance standards moving forward are being maintained, and indicating no changes; if any
variations/omissions from the mitigation plan are being proposed it needs to be explained in detail which ones,
and why.
For simplicity as mentioned above, Table 18 from the approved Fletcher Site Mitigation Plan was added to the
Fletcher Site As-Built Report. The only change to the table was noting that Carolina Vegetation Survey (CVS)
methodology will be used to record and calculate data.

37 Haywood Street, Suite 100 Asheville NC 28801 828.253.6856 www.equinoxenvironmental.com

Section 1.4 – Mitigation Components
It is indicated that as-built credits are based on centerline stream lengths from the as-built plan; however the
table credits are based on the approved mitigation plan. Please update this section accordingly. This section
was updated to note that the credits are based on the Approved Fletcher Site Mitigation Plan.

Section 1.5 – Restoration Type and Approach
Fletcher Creek subsection, paragraph 1 – future tense is used to explain what will happen; please use past tense
appropriately to explain what happened. In the Fletcher Creek subsection, paragraph 1 has been updated to
past tense.

Section 1.6 – As Built Record Drawings
It is indicated that a sealed set of record drawings are located in Appendix E, however only the sealed as-built
survey (Kee) is present in Appendix E. Please add the sealed record drawings (Stantec) to Appendix E. The
sealed record drawing has been added to the report.
Many items on this list are not apparent as callouts on the record drawing sheets; please clarify. Please review
the bulleted section 1.7 – As-Built Record Drawings. This gives the description of all of the deviations that were
deemed significant by the designer.
There are some inconsistencies in this list, for example Raccoon Branch Reach 1c (STA 214+30 to 214+90), five
sills appear to have been deleted according to sheet AB-17, not three as indicated. Between STA 214+30 and
214+90 only 3 log sills were omitted. The stationing has been updated to 214+00 to 214+00 to add the additional
two log sills that were omitted upstream.
There are several headwater channels noted as being extended; what necessitated these reach extensions? Site
conditions had changed from initial survey during a very wet year, a field call was made to extend the
headwater channel upstream to help stabilize the channel. The pervious text it located in the as-built report in
section 1.7- As-Built Record Drawings.
Weston Creek Reach 1B – Indicates 700 LF of Added Base Ditch With Rip Rap Transition; is this the channel that
was intended to be backfilled (see Fill pattern on sheets 35/36 from the Mitigation Plan)? If so, please explain
this variation from the design. Was it partially filled or just abandoned and left in place to drain the adjacent
field? The ditch was partially filled because water was still traveling onsite from the adjacent field. A rip-rap
transitions down to Hoopers Creek was installed to help stabilize the channel. The pervious text it located in the
as-built report in section 1.7- As-Built Record Drawings.

Table 1 (Assets)
Please finish table edits requested in the May 7, 2019 email from me. All cold/cool designations, credit
summations, etc. need to be accurate. The newly revised Table 1 (Assets) has been added to the report.
Cold/cool designations and credit summations are accurate.

37 Haywood Street, Suite 100 Asheville NC 28801 828.253.6856 www.equinoxenvironmental.com

General
Monitoring is not mentioned or summarized in the report; any changes to the monitoring plan from the
approved mitigation plan should be captured in the report and summarized so the reader understands exactly
what has changed, and why. DMS recommends including Mitigation Plan Table 19 (Monitoring Plan
Components) and annotating or footnoting any changes, and explaining the rationale behind any changes
(quantity per reach veg plots, gauge types, etc.), or a simple bulleted summary and explanation of variations
from the approved mitigation plan monitoring approach. The Monitoring Plan Components table from the
approved Fletcher Site Mitigation Plan has been added to the report. Asterisks have been added to the report
where changes from the Approved Fletcher Site Mitigation Plan were made and a description of these changes
and rationale has been written under the table.
Monitoring Features Maps – Recommend using different symbols for the four hydrology monitoring types (blue
circles with black symbols); they are hard to distinguish on the printed sheets. The colors for these different
symbols on the Monitoring Features Map has been updated.

As Built Survey
No comments – looks great, thank you. N/A

Record Drawings
Please include the record set in the report appendix and generate as part of the single PDF document for
posting. Sealed record set has been added to the As-Built report.
Monitoring features need not be shown as red lines on the record set since they appear on the as built survey;
recommend that any changes to monitoring features be summarized in the report (see previous comment).
Monitoring features remain on the record drawings. Any changes from the Approved Fletcher Site Mitigation
Plan are listed in section 1.3 – Monitoring Plan Components.
In general, while the project appears to have been built according to the design with no major variations in
lengths, approaches, crossings etc., the record drawing red lines appear to be a copy-and-paste from the as-
built survey showing widespread changes. This makes the record set very hard to distinguish minor variations
within reason, from more significant changes such as stream extensions, structure type changes and
upstream/downstream movements, and other variations that are useful to helping the reader determine field
decisions that affected the project design and outcome more meaningfully. DMS recommends reviewing th e
record drawings and focusing on any deviations from the design outside the range of tolerance for normal
variation between design and as built condition; for example, many of the red lines show structure elevation
changes of mere inches (in one case, 0.03 feet, or less than half an inch); this would seemingly save the designer
time as well on future projects. This has been noted and will be addressed for future projects.
Record set should include planting plan deviations (shown as red lines) from Mitigation Plan sheets P2 through
P2a, since it appears multiple species substitutions were made; at a minimum, planting plan changes from
mitigation plan to as built conditions should be listed and explained in the report. Two species were entered
incorrectly during vegetation data entry into the Carolina Vegetation Survey (CVS) data entry tool. Acer negundo

37 Haywood Street, Suite 100 Asheville NC 28801 828.253.6856 www.equinoxenvironmental.com
was entered incorrectly as acer nigrum and sambucus canadensis was entered incorrectly as salix caroliniana.
The stems/ acre numbers did not change for any of the plots or the site as a whole. All vegetation tables
throughout the report have been updated to reflect these changes.

The Equinox project manager for this project is Mr. Drew Alderman. His contact is as follows:

Natural Resource Specialist
Equinox
37 Haywood Street
Asheville, NC 28801
Office: 828-253-6856 ext. 213
Fax: [phone]

Sincerely,

Drew Alderman

Table of Contents

1.0 Project Summary ........................................................................................................................... 1
1.1. Project Setting and Background ............................................................................................ 1
1.2. Project Goals and Objectives ................................................................................................ 1
1.3. Monitoring Plan Components ............................................................................................... 3
1.4. Project Performance Standards ............................................................................................. 4
1.5. Mitigation Components ......................................................................................................... 6
1.6. Restoration Type and Approach ........................................................................................... 6
1.7. As-Built Record Drawings .................................................................................................... 8
1.8. Vicinity Map ....................................................................................................................... 10
2.0 References ................................................................................................................................... 11
Appendix A Background Tables .......................................................................................................... 12
Appendix B Visual Assessment Data ................................................................................................... 17
Appendix C Vegetation Plot Data ........................................................................................................ 79
Appendix D Stream Measurement and Geomorphology Data ............................................................. 85
Appendix E As-Built Survey and Record Drawings Plan Set ............................................................ 171

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Fletcher Stream and Wetland Mitigation Site 1 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

1.0 PROJECT SUMMARY
1.1. Project Setting and Background
The Fletcher Stream and Wetland Mitigation Site (Fletcher Site) is located in the French Broad River
Basin (CU 06010105). The Fletcher Site also lies within the lower portion of the Cane Creek (HUC
060101050703) watershed which is identified as a Targeted Local Watershed (TLW) according to the
2009 French Broad River Basin Restoration Priorities (RBRP) Plan. Project work at the Fletcher Site was
completed in March 2019, and included construction, planting, monitoring feature installation, and fence
installation. Through the project work, a total of 9,528 linear feet were restored, 896 linear feet were
enhanced through Enhancement II activities, 1,249 linear feet were preserved, and 8.91 acres for wetland
were re-established. The Fletcher Site generated a total of 10,011.300 SMU’s and 8.910 WMU’s. Refer
to Table 1 for the project components and mitigation credit information and Figure 2 for the Project Asset
Map.

Historic land use at the Fletcher Site has consisted primarily of agriculture and livestock grazing.
Additional land use practices, including the excavation of drainage ditches, maintenance and removal of
riparian vegetation, and the relocating, dredging, and straightening of on-site streams have contributed to
unstable channel characteristics, degraded water quality, and degradation of prior wetlands. Previous
stream conditions at the site consisted of incised channels with unstable banks and a limited riparian
buffer width. Fletcher Creek and Coates Branch flow though active pastures with livestock access to the
streams. The floodplain adjacent to Weston Creek contains approximately 8.91 acres of mapped hydric
soils that have been farmed for produce. Previous ditching and farming activities eliminated
jurisdictional wetlands. The completed project restored ecological function to the existing streams,
wetlands, and riparian corridor by returning streams to a proper relationship with the floodplain,
excluding cattle from the riparian buffer, eliminating drainage ditches and spoil piles, removing invasive
species, and re-vegetating the riparian buffer with native plant species appropriate for the valley and the
watershed conditions. Grading activities improved the groundwater hydrology of the onsite wetlands,
increased hydrologic access of the floodplain for overbank flows, and provided attenuation of flood flows.

This project is protected by a 34.81 acre conservation easement and is located approximately 1.1
miles southeast of Fletcher, NC in Henderson County at 35.422278° N, -82.486183° W. The Fletcher
Site is bounded by agricultural land and is bisected by Jackson Road.
1.2. Project Goals and Objectives
The project goals address stressors identified in the TLW and priority subwatershed, as outline in the
Final Mitigation Plan, and include:
 Provide a network of streams with natural, stable forms that support proper stream functions;
 Improve groundwater hydrology to support recovery of native riparian vegetation;
 Reduce sediment inputs from eroding stream banks to reduce fine sediment loads and percentage
of fines in the bed-material load;
 Restore proper sediment transport to support channel stability and bedform diversity;
 Improve substrate quality to facilitate hyporheic flow and support aquatic communities;
 Improve quantity, quality, and diversity of habitats to support healthy aquatic communities;
 Reduce pollutant inputs to the project streams (fecal coliform, nitrogen, phosphorus) to restore a
balance to proper nutrient cycles;
Fletcher Stream and Wetland Mitigation Site 2 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

 Improve riparian vegetation community to provide temperature regulation of the stream, provide a
future source of organic inputs, and aid in long-term channel bank stability;
 Restore areas of former riparian wetlands so that the hydrology and sols will support wetland
vegetative communities and wildlife;
 Improve landscape connectivity that allows space for biotic and abiotic process and provides a
source and sink for natural populations; and,
 Prevent the site from future impacts of development and agricultural issues.

The following objectives are proposed for accomplishing the above listed goals as outlined in the
Final Mitigation Plan:
 Construct stream channels that will maintain proper dimension, pattern, and profile and meet
jurisdictional status;
 Construct streams with proper bankfull to floodplain relationship;
 Construct streams that provide naturally stable dimensions and stabilize constructed banks with
appropriate bioengineering;
 Construct streams that maintain an appropriate sediment transport balance with the sediment that
is supplied by the watershed so that the overall stream profile neither aggrades nor degrades over
time;
 Create and improve stream bedform diversity by constructing pools of varied depths and riffles of
varied slopes;
 Construct stable riffles that provide an improved diversity of bed material clast and a reduction in
fines relative to existing conditions;
 Construct in-stream habitat features from native material to provide diversity of habitat;
 Prevent cattle from access to the streams and riparian areas by installing exclusion fencing;
 Install BMP’s in concentrated runoff areas that drain agricultural fields;
 Provide a buffer from agricultural activates and row crops;
 Plant native climax tree species and understory species in the riparian zone;
 Reconstruct stream channels that are properly connected to the riparian wetlands;
 Re-grade topography to eliminate ditches and drainage features;
 Plant native wetland tree and shrub species; and,
 Establish a conservation easement that provides a minimum buffer from future activities in the
adjacent watershed.

Fletcher Stream and Wetland Mitigation Site 3 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

1.3. Monitoring Plan Components
The monitoring plan from the approved Fletcher Mitigation Site Mitigation Plan is listed below.
Changes from the approved Mitigation Plan are denoted with an asterisk (*) and are explained in the next
paragraph.

Originally in the Fletcher Mitigation Site approved Mitigation Plan there were no pool cross-sections
from both Fletcher Reach 1 and Coates Reach 1. One additional pool cross-section was added on both
Fletcher Reach 1 and Coats Reach 1 during the as-built. Additionally, there was no pebble count listed
for Raccoon Reach 1 in the approved Mitigation Plan. One pebble count was added to Raccoon Reach 1
during the as-built. Lastly, no crest gauge was installed on Raccoon Reach 1. The continuous stage
Parameter Method Quantity Frequency Notes
Fletcher Reach 1 (3)
Fletcher Reach 2 (4)
Raccoon Reach 1 (1)
Coates Reach 1 (3)
Weston Reach 1 (3)
Fletcher Reach 1 (3)*
Fletcher Reach 2 (4)
Raccoon Reach 1 (1)
Coates Reach 1 (3)*
Weston Reach 1 (3)
Pattern Visual
Inspection None Bi-annual Bank pins will be installed only in areas
of concern
Profile Visual
Inspection None Bi-annual
Additional profile measurements may be
required if problems are identified during
the monitoring period
Fletcher Reach 1 (3)
Fletcher Reach 2 (4)
Raccoon Reach 1 (1)*
Coates Reach 1 (3)
Weston Reach 1 (3)
Fletcher Reach 1 (1)
Fletcher Reach 2 (1)
Raccoon Reach 1 (0)*
Coates Reach 1 (1)
Weston Reach 1 (1)
Fletcher Reach 2 (1)
Raccoon Reach 1 (1)
Coates Reach 1 (1)
Weston Reach 1 (1)
Groundwater
Hydrology
Groundwater
Gauges Weston R1 (11)Annual Data will be downloaded on a monthly
basis during the growing season
Fletcher Reach 1 (7)*
Fletcher Reach 2 (6)*
Raccoon Reach 1 (2)
Coates Reach 1 (4)
Weston Reach 1 (7)
Invasive and
Nuisance
Vegetation
Visual N/a Semi-annual
Approximate locations of invasive and
nuisance vegetation and the occurrence
of beaver dams will be mapped
Project Boundary Visual N/a Semi-annual
Locations of fence damage, vegetation
damage, boundary encroachments, etc.
will be mapped
* Indicates change from Mitigation Plan
Surface Water
Hydrology
Continuous
Gague Bi-annual
The devices will be inspected on a semi-
annual basis to document the
occurrence of bankfull events on the
project
Vegetation Vegetation Plots Annual Vegetation monitoring will follow CVS
protocol
Crest Gauge Bi-annual
Fletcher Mitigation Site
Years
1, 2, 3, 5 & 7
Years
1, 2, 3, 5 & 7
Years
1, 2, 3, 5 & 7SubstratePebble Counts
Monitoring Plan Components
Dimension
Riffle Cross
Sections
Pool Cross
Sections
Bank pins will be installed only in areas
of concern
Fletcher Stream and Wetland Mitigation Site 4 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

recorder will act as a crest gauge recording events above the surveyed bankfull elevation at the continuous
stage recorder’s location. Lastly, due to landscape constraints within the easement, an additional
vegetation monitoring plot was added to Fletcher Reach 1 and one vegetation monitoring plot was
removed from Fletcher Reach 2. The total number of vegetation monitoring plots for the Fletcher
Mitigation Site did not change.
1.4. Project Performance Standards
The stream restoration performance standards for the project will follow accepted and approved
criteria based on the Final Mitigation Plan for the Fletcher Mitigation Site (2018). Performance standards
conform with the performance criteria provided in The Fletcher Site Mitigation Plan which references the
DMS Stream and Wetland Mitigation Plan Template and Guidance (October 2015), the Annual
Monitoring Template (April 2015), and the Closeout Report Template (v2.1 March 2015). Performance
criteria will be evaluated throughout the seven-year monitoring period; however, if all performance
criteria has been successfully met and at least two bankfull or significant geomorphic events have
occurred a request will be submitted to discontinue stream and/or vegetation monitoring after five years.
The table below provides a list of the performance standards associated with each project objective along
with a description of the monitoring approach.

Fletcher Stream and Wetland Mitigation Site 5 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Objective Performance Standard Monitoring Approach
Construct stream channels that will
maintain proper dimension, pattern, and
profile, and meet jurisdictional status.
• Riffle section W/D ratios should
remain within the range of the
appropriate stream type.
• BHR should not exceed 1.2. BHR
should not change more than 10% in any
given monitoring interval. Changes that
do occur should indicate a trend toward
stability.
• Entrenchment Ratios should be ≥ 2.2
for C/E channels and ≥ 1.4 for B
channels.
• Document continuous flow in
tributaries for at least 30 consecutive
days in each year.
• Survey of select cross sections and
visual assessment.
• Continuous stage recorders for base
flow on tributaries.
Construct streams with proper bankfull to
floodplain relationship.
Four bankfull events or greater, in
separate years, will be documented
during the monitoring period.
Crest gauges, continuous stage
recorders, and debris lines.
Construct streams that provide naturally
stable dimensions and stabilize constructed
banks with appropriate bioengineering.
Channel banks should generally remain
stable. Where bank migration does
occur, it should not exceed 20% of the
bankfull width for the duration of the
monitoring.
Visual assessment and bank pin
monitoring as necessary.
Construct streams that maintain an
appropriate sediment transport balance
with the sediment that is supplied by the
watershed so that the overall stream
profile neither aggrades nor degrades over
time.
Profile adjustments should not indicate
significant aggradation or degradation.
BHR requirements as stated above.
Resurvey of longitudinal profile if visual
assessment indicates potential instability.
Create and improve stream bedform
diversity by constructing pools of varied
depths and riffles of varied slopes
Profile should maintain a diversity of
depths expressed in riffle/pool forms.Visual assessment
Construct stable riffles that provide an
improved diversity of bed material clast
and a reduction in fines relative to existing
conditions
Substrate material should progress
towards or maintain coarser material in
riffles and runs with finer material
present in pools and glides.
Pebble count measurements at surveyed
cross sections
Construct in-stream habitat features from
native material to provide a diversity of
habitats
In-stream habitat structures should
remain intact and functional. Visual assessment
Prevent cattle from access to the streams
and riparian areas by installing exclusion
fencing.
Exclusion fencing should remain intact
and effective at preventing livestock
access.
Visual assessment
Install BMP's in concentrated runoff areas
that drain agricultural fields.
None. No maintenance will be
performed on BMP's.None
Provide a buffer from agricultural
activities and row crops.
Record conservation easement prior to
implementation.None
Plant native climax tree species and
understory species in the riparian zone.
Minimum of 320 stems/ac present at
MY-3. Minimum of 260 stems/ac
present at MY-5. Minimum of 210
stems/ac present at MY-7.
• Vegetation plots
• Carolina Vegetation Survey (CVS)
methodology will be used to record data
and calculate stems/ac.
Reconstruct stream channels that are
properly connected to the riparian
wetlands.
Groundwater elevation within 12 inches
of the ground surface for 12% of the
growing season.
Groundwater monitoring gauges
Re-grade topography to eliminate ditches
and drainage features.
Groundwater elevation within 12 inches
of the ground surface for 12% of the
growing season.
Groundwater monitoring gauges
Plant native wetland tree and shrub
species.
Minimum of 320 stems/ac present at
MY-3. Minimum of 260 stems/ac
present at MY-5. Minimum of 210
stems/ac present at MY-7.
• Vegetation plots
• Carolina Vegetation Survey (CVS)
methodology will be used to record data
and calculate stems/ac.
Establish a conservation easement that
provides a minimum buffer from future
activities in the adjacent watershed.
Record conservation easement prior to
implementation.None
Project Performance Standards
Fletcher Mitigation Site
* Table is based on the approved Fletcher Mitigation Plan; No changes to performace standards, success criteria, or monitoring protocol were made.
Fletcher Stream and Wetland Mitigation Site 6 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

1.5. Mitigation Components
The Fletcher Site generated 10,011 SMUs and 8.91 WMUs. Refer to Figure 2 for the project
component/ asset map for a visual description of the project assets and Table 1 for project components
and mitigation credit information for the Fletcher Site. These credits are based on the Approved Fletcher
Site Mitigation Plan.

1.6. Restoration Type and Approach
Boulder and log structures were used to provide vertical stability to the channel, assist in maintaining
riffle, run and pool features and to provide habitat features. Run structures were generally placed at the
tail-of-riffles to support the upstream riffle grade. Log sills were used in a similar fashion on smaller
streams or on flatter grade reaches. Log J-hooks were used to shift the flow away from the outside banks
on selected meander bends. Brush-toe structures were installed on the outside of certain meander bends
to provide bank stability, increase bank roughness, and provide aquatic habitat.

Re-establishment of the wetlands involved the removal of any overburden material to expose the
underlying buried hydric soils. Wetland hydrology was restored by raising the stream bed elevations and
filling in the floodplain drainage ditches. Additional grading activities included harvesting usable topsoil
material for re-use on portions of the re-graded floodplain, removal of spoil berms, and grading macro-
topography to provide for additional retention of surface water and increased habitat diversity.
Enhancement of existing wetlands involved stabilizing wetland hydrology and replanting. All Re-
establishment areas will be ripped to remove effects of past compaction and planted with native wetland
vegetation. Invasive species will be removed and a riparian wetland vegetation community will be
established.

Fletcher Creek
The approach for Fletcher Creek Reach 1 was to raise the stream grade so that the proposed bankfull
coincides with the partial terrace which lies 18 to 24 inches below the high terrace. This was accomplished
by maintaining as much of the existing alignment features as possible. Where practical the high terrace
was graded back to form a gentle cross-sloped valley form. This approach allowed the saving several large
trees that occupy the lower terrace and exposed the buried ‘A’ horizon soils adjacent to the channel.

Along Reach 2 the channel was partially raised although the target elevation is not as evident as it is in
Reach 1. The upstream end of Reach 2 was so severely degraded that relic terrace features were generally
lost. The pre-construction stream assessment identified several stabilized valley slope features that roughly
coincide with slope projections of the broader valley form. These features were incorporated into the
channel configuration to provide a new channel and valley form. Through the downstream end of Reach
2(A) a high bank feature provided a relatively consistent target for matching the proposed bankfull
elevation. The conceptual approach for Reach 2(B) was to reconstruct the channel with a slightly raised
bed. Significantly raising the bed elevation through this reach was limited by the grade of the upstream
culvert and the relative low slope of the channel.

Raccoon Branch
On Raccoon Branch Reach 1(D) the conceptual approach was to relocate the channel into a natural low
in the valley which lies to the left of the present eroded gully. This approach involved removal of the
existing cross pipe which will assist in retaining baseflow in the channel.

Fletcher Stream and Wetland Mitigation Site 7 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Coates Branch
The approach for Coates Branch was in three parts. On Reach 1(B) restoration activities included
reshaping the valley and filling in the ditch to form a new headwater stream and valley configuration. Along
Reach 1(C) the restoration activities included raising the stream to an elevation that is consistent with the
buried ‘A’ horizon, approximately 18 to 24 inches below the terrace. The upper valley slope was graded
back to allow for the construction of a small stream/wetland complex with the broader valley form. The
intention was to mimic a scenario of an abandoned larger channel that has evolved into a wetland with a
small feeder stream. This is a fairly common scenario in the mountain region where past landslides or
debris fans have altered primary stream courses and left relic channel forms. Restoration activities on
Reach 1(D) included raising the streambed to allow hydrologic connection to the floodplain and Fletcher
Creek.

Weston Branch
The conceptual approach for Weston Creek was linked to the restoration approach for the adjacent
wetlands. Weston Creek was relocated back into the area that has been mapped as hydric soils. Restoration
activities were completed by filling in the existing ditch, removing the berm between the ditch and the field,
and regrading portions of the field to provide more suitable wetland topography and grade. The stream
channel meanders across the reshaped field to maximize the hydraulic connection between the stream and
the restored wetlands.
Fletcher Creek Wetlands (Area A, B, and C)
The enhancement activities on the Fletcher Creek wetlands included primarily planting appropriate
wetland vegetation and removing stressors. Wetlands A and B had headcuts that are migrating upstream
and threatening to impact groundwater hydrology. These headcuts were stabilized with log sills. Wetland
C was protected with exclusion fencing to eliminate the livestock impacts. Additionally, a drainage pipe
that was placed to form a stream crossing was removed from this area.

Weston Creek Wetlands (Area D)
The restoration approach for Area D was to re-establish wetland conditions throughout the area
identified as having hydric soils. This was accomplished by returning Weston Creek to a stream course
that meanders across the proposed wetland area and eliminating topographic features that were detrimental
to functioning wetlands. This included grading down existing berm and spoil areas along with filling in
existing ditches. Additionally, the overall topography was reshaped to eliminate agriculture furrows and
create macro-depressional areas.

Fletcher Stream and Wetland Mitigation Site 8 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

1.7. As-Built Record Drawings
A sealed set of the record drawings are located in Appendix E. Adjustments from the design plans
are listed below.

Fletcher Creek – Reach 1B
 Sta 106+70 – Alignment Deviation
Fletcher Creek – Reach 1C
 Sta 115+70 - 117+20 – Alignment Deviation
 Sta 124+13 – Alignment Deviation
Fletcher Creek – Reach 2A
 Sta 126+38 – 127+65 – Alignment Deviation
 Sta 132+20 – 133+91 - Alignment Deviation
 Sta 134+22 – Structure shifted upstream
 Sta 136+10 – 137+15 – Alignment Deviation
Fletcher Creek – Reach 2B
 Sta 155+92 – Shifted Piped Crossing Downstream
 Sta 156+27 – Added Brush Run
Raccoon Branch – Reach 1C
 Sta 212+00 – Omitted Debris Placement
 Sta 212+10 – Deleted Log Sill, Headwater Channel Extended Upstream; Site conditions
had changed from initial survey during a very wet year, a field call was made to extend the
headwater channel upstream to help stabilize the channel.
 Sta 213+01 – Added Log Sill
 Sta 214+00 – 214+90 – Deleted 5 Log Sills, Headwater Channel Extended Upstream;
Site conditions had changed from initial survey during a very wet year, a field call was made to
extend the headwater channel upstream to help stabilize the channel.
Raccoon Branch – Reach 1D
 Sta 215+00 – 219+11 – Alignment Deviation
Weston Creek – Reach 1B
 Partially filled base ditch along eastern side of easement; ditch was partially filled
because water was still traveling onsite from adjacent field. A rip-rap transition down to Hoopers
Creek was installed to help stabilize the channel.

Fletcher Stream and Wetland Mitigation Site 9 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Coates Branch – Reach 1A
 Sta 300+00 – 300+35 – Headwater Channel Extended Downstream
 Sta 300+50 – 300+70 – Headwater Channel Shortened
 Sta 301+50 – 302+25 – Headwater Channel Extended, log sill deleted
 Sta 302+75 – Headwater Channel Extended Downstream
 Sta 303+40 – 307+00 – Alignment Deviation
 Sta 308+25 – 309+00 – Alignment Deviation
 Sta 311+75 – 315+25 – Alignment Deviation
 Sta 316+50 – 319+25 – Alignment Deviation
Weston Creek – Reach 1B
 Sta 420+20 – Added Coir Base Ditch
 Sta 421+00 – 428+00 – Added Base Ditch With Rip Rap Transition

Fletcher Stream and Wetland Mitigation Site 10 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

1.8. Vicinity Map

Fletcher Stream and Wetland Mitigation Site 11 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2.0 REFERENCES

Kee Mapping and Survey. 2019. As-Built Survey of Fletcher Creek Restoration Project. Prepared for
EW Solutions.

Stantec Consulting, Inc. 2018. Final Mitigation Plan – Fletcher Mitigation Site. . Prepared for North
Carolina Department of Environmental Quality, Division of Mitigation Services. DMS Project No.
100004.

Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for Recording
Vegetation, Version 4.2 (http://cvs.bio.unc.edu/methods.htm)

Appendix A
Background Tables
Fletcher Stream and Wetland Mitigation Site 13 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Creek 1a 607 461 Cool EII NA 2.5 184.400 461
Fletcher Creek 1b 498 377 Cool R PI 1.0 377.000 378
Fletcher Creek 1c 1,791 1,540 Cool R PI 1.0 1,540.000 1,507 Less 51' for crossing
Fletcher Creek 2a 1,587 1,296 Cool R PI/ PII 1.0 1,296.000 1,290 Less 33' for utility crossing; Less than 30' buffer for 86 LF
Fletcher Creek 2b 1,586 1,470 Cool R PII 1.0 1,470.000 1,558 Less 33' for outlet protection and 51' and 73' for 2 crossings
Raccoon Branch 1a 489 489 Cool P NA 10.0 48.900 489 .001 ac temporary impact to Wetland A
Raccoon Branch 1b 461 461 Cool P NA 10.0 46.100 461 .006 ac temporary impact to Wetland B
Raccoon Branch 1c 208 153 Cool EII NA 2.5 61.200 153 Less 53' for crossing; Stream length not included in wetlands
Raccoon Branch 1d 354 448 Cool R PI 1.0 448.000 440
Pine Branch 1 380 299 Cool P NA 10.0 29.900 299
Coates Branch Reach 1a 292 282 Cool EII NA 2.5 112.800 282
Coates Branch Reach 1b 598 606 Cool R PI 1.0 606.000 598 .016 ac temporary impact to Wetland D
Coates Branch Reach 1c 727 708 Cool R PI 1.0 708.000 702 Less 44' for crossing
Coates Branch Reach 1d 318 325 Cool R PI 1.0 325.000 321
Weston Creek 1a 1,645 1,954 Cold R PI 1.0 1,954.000 1,916 Less 29' for ROW and outlet protection
Weston Creek 1b 708 804 Cold R PI 1.0 804.000 798
Wetland A 0.03 0.03 RNR Enh NC NC NC 0.001 ac temporary impact to Wetland A
Wetland B 0.11 0.11 RNR Enh NC NC NC 0.006 ac temporary impact to Wetland A
Wetland D 0.05 0.05 RNR Enh NC NC NC 0.016 ac temporary impact to Wetland A
Wetland E 8.910 8.9 RNR Re-Est 1.0 8.910 8.910
Project Credits
Non-Rip Coastal
Warm Cool Cold Riverine Non-Riv Wetland Marsh
Restoration -6770.000 2758.000 ----
Re-establishment -8.910 --
Rehabilitation ----
Enhancement ----
Enhancement I ---
Enhancement II -358.400 -
Creation
Preservation -124.900 ----
Total Credits%-7253.300 2758.000 -8.910 --
Table 1. Project Mitigation Assets and Components
Fletcher Mitigation Site
% Project credits reflect the sum of credits outlined in the approved mitigation plan.
Restoration Level
Stream Riparian Wetland
As-Built
Centerline
Footage or
Acreage^Project Segment
Existing
Footage or
Acreage
Mitigation
Plan Footage
or Acreage Mitigation Category
Restoration
Level Priority Level
Mitigation
Ratio (X:1)
Mitigation
Plan Credits*
^ Based on centerline calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
* Mitigation plan credits account for breaks in conservation easements and are based on design stream stationing and taken from the approved mitigation plan. Mitigation plan credits are the same as the approved mitigation plan.
Comments
Fletcher Stream and Wetland Mitigation Site 14 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Activity or Report
Data Collection
Complete
Completion or
Delivery
Mitigation Plan Feb - 2018 Feb - 2018
Mitigation Plan Addendum --
Final Design - Construction Plans -Mar - 2018
Construction -Mar - 2019
Temporary S&E Mix Applied -Mar - 2019
Permanent Seed Mix Applied -Mar - 2019
Bare Root and Live Stake Plantings -Mar- 2019
Baseline Monitoring Document (Year 0 Monitoring - Baseline) Mar - 2019 Apr - 2019
Stream Assessment Mar - 2019
Vegetation Assessment Mar - 2019
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Year 6 Monitoring
Year 7 Monitoring
Table 2. Project Activity and Reporting History
Fletcher Mitigation Site
Apr - 2019
Fletcher Stream and Wetland Mitigation Site 15 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

EW Solutions
37 Haywood Street, Suite 100
Asheville, NC 28801
David Tuch [phone]
Stantec Consulting, Inc
56 College Street, Suite 201
Asheville, North Carolina 28801
Grant Ginn [phone]
Penland Contracting, Inc
300 NP&L Loop
Franklin, NC 28734
Lewis Penland [phone]
Baker Construction
1000 Bat Cave Road
Old Fort, NC 28762
Charles Baker [phone]
Penland Contracting, Inc
300 NP&L Loop
Franklin, NC 28734
Lewis Penland [phone]
Baker Construction
1000 Bat Cave Road
Old Fort, NC 28762
Charles Baker [phone]
Equinox
37 Haywood St.
Asheville, North Carolina 28801
Owen Carson [phone]
Kee Mapping
88 Central Ave.
Asheville, NC 28801
Brad Kee [phone]
SESSCO LLC
209 Cane Creek Rd
Fletcher , NC 28732
[phone]
Mellow Marsh Farms
1312 Woody Store Road
Siler City, NC 27344
[phone]
Equinox
37 Haywood St.
Asheville, North Carolina 28801
Drew Alderman [phone]
Table 3. Project Contacts
Fletcher Mitigation Site
Prime Contractor
Designer
Seeding Mix Source
Construction
Contractor
(North Side)
Seeding Contractor
(North Side)
Monitoring Performers
(Y0)- 2019
Live Stakes
Construction
Contractor
(South Side)
Planting Contractor
As-built Surveys
Seeding Contractor
(South Side)
Fletcher Stream and Wetland Mitigation Site 16 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

USGS Hydrologic Unit 8-digit 6010105
Fletcher
Creek
1A
Fletcher
Creek 1B
Fletcher
Creek
1C
Fletcher
Creek
2A
Fletcher
Creek
2B
Raccoon
Branch
1A
Raccoon
Branch
1B
Raccoon
Branch
1C
Raccoon
Branch
1D
Pine
Branch
Coats
Branch
1A
Coats
Branch
1B
Coats
Branch
1C
Coats
Branch
1D
Weston
Creek
1A
Weston
Creek
1B
457 380 1,541 1,299 1,511 489 461 153 440 304 284 601 708 325 1,982 825
II II II II VIII II II II II II II II II II VIII VIII
0.30 0.30 0.37 0.49 0.52 0.01 0.03 0.04 0.04 0.01 0.02 0.03 0.04 0.07 0.30 0.37
Perrenial Perrenial Perrenial Perrenial Perrenial Intermitt
ent Perrenial Perrenial Perrenial Perrenial Intermitte
nt Perrenial Perrenial Perrenial Perrenial Perrenial
C C C C C C C C C C C C C C C: Tr C: Tr
G G B, F, G B, G B, E, G B B B, G B, G B B, G B, G B, F, G B E, G E, G
B4 B4 B4 B4 B5 B4 B4 B4 B4 B4 B4 B4 B4 B4 C5 C5
----------------
Applicable
?
Yes
Yes
Yes
No
No
Yes
No N/A
Regulatory Considerations
Regulation Resolved?Supporting Documentation
Jurisdictional Determination
Yes
Waters of the United States – Section 404 Yes
Waters of the United States – Section 401 Yes
Endangered Species Act Yes
15%
Jurisdictional Determination
ERTR
ERTR
N/A
Yes
Perrenial, Intermittent, Ephemeral
NCDWR Water Quality Classification
Valley Confinement (Rosgen)
Drainage area (miles2)
Soil Hydric Status
Source of Hydrology
Mapped Soil Series
Drainage class
-
-
Hydric
Spring
Wetland A Wetland B Wetland D Wetland E
0.03
Riparian
0.11
FEMA classification
Stream Classification (existing)
Stream Classification (proposed)
Table 4. Project Baseline Information and Attributes
Project Information
Project Name Fletcher Stream and Wetland Mitigation Site
County Henderson
Project Drainage Area (acres)0.52 Fletcher Creek / 0.37 Weston Branch
Project Drainage Area Percentage of Impervious Area < 1%
River Basin French Broad River
USGS Hydrologic Unit 14-digit 06010105040010
DWR Sub-basin 04-03-02
Project Area (acres) 34.8
Project Coordinates (latitude and longitude)35.422278° N, -82.486183° W
Project Watershed Summary Information
Physiographic Province Blue Ridge
CGIA Land Use Classification Agricultural
Riparian
-
-
Hydric
Spring
Agriculture/ Livestock Grazing
Mountain Alluvial Forest
0.05
Riparian
-
-
Hydric
Spring
Agriculture/ Livestock Grazing
Mountain Alluvial Forest
Reach Summary Information
Parameters
Length of Reach (linear feet) ^
Size of Wetland (acres)
Wetland Type (non-riparian, riparian riverine or riparian non-
riverine)
Wetland Summary Information
Parameters
^ Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
15%
8.91
Riparian
Ha
poorly
Hydric
Groundwater
Agriculture
Mountain Alluvial Forest
1%Percent composition of exotic invasive vegetation
Hydrologic Impairment
Native vegetation community
Agriculture/ Livestock Grazing
Mountain Alluvial Forest
15%
Essential Fisheries Habitat N/A
Historic Preservation Act N/A
Coastal Zone Management Act (CZMA)/ Coastal Area Management Act (CAMA)N/A
FEMA Floodplain Compliance

Appendix B
Visual Assessment Data

This Page Intentionally Left Blank

NC Center for Geographic Information & Analysis®Stream Asset Type
Restoration
Enhancement II
Preservation
No Credit
Wetland Re-Establishment
Wetland Enhancement (No Credit)
Figure 2. Asset Map
Fletcher Restoration Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 2. Asset Map
0 1,000 2,000500
FeetFletcher CreekReach 1AFletcher Creek
Reach 1
B
Fletcher Cre
e
k
Reach 1C
Fletcher Creek
Reach 2A Fletcher CreekReach 2BWe
s
t
o
n

C
r
e
e
k
Re
a
c
h

1
A
We
s
t
o
n

C
r
e
e
k
Re
a
c
h

1
B
Pine Branch
Coates Branch
Reach 1A Coates Branch
Reach 1B Coates Branch
Reach 1C Coates Branch
Reach 1DRaccoon BranchReach 1ARaccoon Branch
Reach 1B
Raccoon Bran
c
h
Reach 1C
Raccoon Bran
c
h
Reach 1D

Fletcher Stream and Wetland Mitigation Site 20 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

This Page Intentionally Left Blank

Page 2Page 3Page 4Page 5Page 6 Page 7Pa
g
e

9
Page 8Pa
g
e

1
0 Page 11NC Center for Geographic Information & Analysis®Easement
Map Pages
As-Built Top of Bank
As-Built Thalweg
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Overview
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 1,100 2,200550
FeetFletcher CreekReach 1AFletcher Creek
Reach 1
B
Fletcher Creek
Reach 1C
Fletcher Creek
Reach 2A Fletcher CreekReach 2BWe
s
t
o
n

C
r
e
e
k
Re
a
c
h

1
A
We
s
t
o
n

C
r
e
e
k
Re
a
c
h

1
B
Pine Branch
Coates Branch
Reach 1A Coates Branch
Reach 1B Coates Branch
Reach 1C Coates Branch
Reach 1D
Raccoon Branch
Reach 1A
Raccoon Branch
Reach 1B
Raccoon Bran
c
h
Reach 1C
Raccoon Bran
c
h
Reach 1D
Page 1Page 12
25
19
21
20
22
23
PP-3
PP-5
PP-4
PP-2
PP-1
PP-26
PP-27
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 1 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 200 400100
Feet
17
14
15
18
16
PP-7
PP-6
PP-33
PP-32
PP-31
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 2 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 160 32080
Feet
1213
PP-9
PP-8
PP-7
PP-10
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 3 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 150 30075
Feet
11 PP-13
PP-12
PP-11
PP-10
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 4 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 125 25062.5
Feet
9
810
PP-16
PP-15
PP-14
PP-13
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 5 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 210 420105
Feet
7
6
PP-18
PP-17
MW2
MW1
MW4
MW3
MW6
MW5
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 6 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 190 38095
Feet
5
4
6
3
PP-19
MW4
MW3
MW6
MW5
MW8
MW7
MW9
MW10
MW11
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 7 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 190 38095
Feet
2
1 3
PP-21 PP-20
PP-19
MW11
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 8 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 190 38095
Feet
26
PP-23
PP-22
PP-24
PP-25
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 9 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 210 420105
Feet
26
25
21
20
PP-3
PP-2
PP-25
PP-26
PP-27
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 10 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 150 30075
Feet
24
23
PP-31
PP-30
PP-29PP-28
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 11 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 140 28070
Feet
17
14
15
18
16
PP-7
PP-6
PP-5
PP-33
PP-32
PP-31
NC Center for Geographic Information & Analysis®Easement
Wetland Re-Establishment
Wetlands Enhancement (No Credit)
Vegetation Plot
As-Built Top of Bank
As-Built Thalweg
Cross-Section
^_Photo Point
!U Continuous Stage Recorder
!C Crest Gauge
!<Groudwater Gauge
!R Rain Gauge
Figure 3. Monitoring Features Map
Fletcher Mitigation Site
Monitoring Year 0
Henderson County, NC
NCDMS Contract No.: 006997
NCDMS Project No.: 100004
April 2019
Sheet 12 of 12
Prepared for Prepared byNotes:
1) Baseline Data Provided by Kee Mapping
Figure 3. Monitoring Features Map
0 160 32080
Feet

Fletcher Stream and Wetland Mitigation Site 34 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

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Fletcher Stream and Wetland Mitigation Site 35 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
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Vegetation Monitoring Plot 1

Vegetation Monitoring Plot 2

Fletcher Stream and Wetland Mitigation Site 36 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 3

Vegetation Monitoring Plot 4

Fletcher Stream and Wetland Mitigation Site 37 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
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Vegetation Monitoring Plot 6

Fletcher Stream and Wetland Mitigation Site 38 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 7

Vegetation Monitoring Plot 8

Fletcher Stream and Wetland Mitigation Site 39 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 9

Vegetation Monitoring Plot 10

Fletcher Stream and Wetland Mitigation Site 40 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 11

Vegetation Monitoring Plot 12

Fletcher Stream and Wetland Mitigation Site 41 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 13

Vegetation Monitoring Plot 14

Fletcher Stream and Wetland Mitigation Site 42 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 15

Vegetation Monitoring Plot 16

Fletcher Stream and Wetland Mitigation Site 43 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 17

Vegetation Monitoring Plot 18

Fletcher Stream and Wetland Mitigation Site 44 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 19

Vegetation Monitoring Plot 20

Fletcher Stream and Wetland Mitigation Site 45 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 21

Vegetation Monitoring Plot 22

Fletcher Stream and Wetland Mitigation Site 46 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 23

Vegetation Monitoring Plot 24

Fletcher Stream and Wetland Mitigation Site 47 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Vegetation Monitoring Plot 25

Vegetation Monitoring Plot 26

Fletcher Stream and Wetland Mitigation Site 48 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Permanent Photo Stations
Fletcher Creek 1A – Permanent Photo Station 1
Looking Upstream

Fletcher Creek 1A – Permanent Photo Station 1
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 49 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 1B – Permanent Photo Station 2
Looking Upstream

Fletcher Creek 1B – Permanent Photo Station 2
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 50 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 1B – Permanent Photo Station 3
Looking Upstream

Fletcher Creek 1C – Permanent Photo Station 3
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 51 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Raccoon Branch 1D – Permanent Photo Station 3
Looking Upstream

Fletcher Creek 1C – Permanent Photo Station 4
Looking Upstream

Fletcher Stream and Wetland Mitigation Site 52 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 1C – Permanent Photo Station 4
Looking Downstream

Fletcher Creek 1C – Permanent Photo Station 5
Looking Upstream from Crossing

Fletcher Stream and Wetland Mitigation Site 53 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 1C – Permanent Photo Station 5
Looking Downstream from Crossing

Fletcher Creek 1C – Permanent Photo Station 6
Looking Upstream

Fletcher Stream and Wetland Mitigation Site 54 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 1C – Permanent Photo Station 6
Looking Downstream

Fletcher Creek 1C – Permanent Photo Station 7
Looking Upstream

Fletcher Stream and Wetland Mitigation Site 55 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2A - Permanent Photo Station 7
Looking Downstream

Coats Branch 1D – Permanent Photo Station 7
Looking Upstream

Fletcher Stream and Wetland Mitigation Site 56 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2A – Permanent Photo Station 8
Looking Upstream

Fletcher Creek 2A – Permanent Photo Station 8
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 57 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2A – Permanent Photo Station 9
Looking Upstream

Fletcher Creek 2A – Permanent Photo Station 9
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 58 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2A – Permanent Photo Station 10
Looking Upstream

Fletcher Creek 2A – Permanent Photo Station 10
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 59 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2A – Permanent Photo Station 11
Looking Upstream

Fletcher Creek 2B – Permanent Photo Station 12
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 60 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2B – Permanent Photo Station 13
Looking Upstream from Crossing

Fletcher Creek 2B – Permanent Photo Station 13
Looking Downstream from Crossing

Fletcher Stream and Wetland Mitigation Site 61 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2B – Permanent Photo Station 14
Looking Upstream

Fletcher Creek 2B – Permanent Photo Station 14
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 62 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2B – Permanent Photo Station 15
Looking Upstream

Fletcher Creek 2B – Permanent Photo Station 15
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 63 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Fletcher Creek 2B – Permanent Photo Station 16
Looking Upstream

Weston Creek 1A – Permanent Photo Station 17
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 64 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Weston Creek 1A – Permanent Photo Station 18
Looking Upstream

Weston Creek 1A – Permanent Photo Station 18
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 65 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Weston Creek 1A – Permanent Photo Station 19
Looking Upstream

Weston Creek 1A – Permanent Photo Station 19
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 66 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Weston Creek 1B – Permanent Photo Station 20
Looking Upstream

Weston Creek 1B – Permanent Photo Station 20
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 67 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Weston Creek 1D – Permanent Photo Station 21
Looking Upstream

Pine Branch – Permanent Photo Station 22
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 68 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Raccoon Branch 1A – Permanent Photo Station 23
Looking Downstream

Raccoon Branch 1A – Permanent Photo Station 24
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 69 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Raccoon Branch 1B – Permanent Photo Station 24
Looking Downstream

Pine Branch – Permanent Photo Station 24
Looking Upstream

Fletcher Stream and Wetland Mitigation Site 70 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Raccoon Branch 1B – Permanent Photo Station 25
Looking Upstream

Raccoon Branch 1C – Permanent Photo Station 25
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 71 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Raccoon Branch 1C – Permanent Photo Station 26
Looking Upstream

Raccoon Branch 1D – Permanent Photo Station 26
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 72 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Raccoon Branch 1D – Permanent Photo Station 27
Looking Upstream

Raccoon Branch 1D – Permanent Photo Station 27
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 73 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Coats Branch 1A – Permanent Photo Station 28
Looking Downstream

Coats Branch 1B – Permanent Photo Station 29
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 74 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Coats Branch 1B – Permanent Photo Station 30
Looking Upstream

Coats Branch 1B – Permanent Photo Station 30
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 75 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Coats Branch 1B – Permanent Photo Station 31
Looking Upstream from Crossing

Coats Branch 1C – Permanent Photo Station 31
Looking Downstream from Crossing

Fletcher Stream and Wetland Mitigation Site 76 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Coats Branch 1C – Permanent Photo Station 32
Looking Upstream

Coats Branch 1C – Permanent Photo Station 32
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 77 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7
Coats Branch 1D – Permanent Photo Station 33
Looking Upstream

Coats Branch 1D – Permanent Photo Station 33
Looking Downstream

Fletcher Stream and Wetland Mitigation Site 78 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

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Appendix C
Vegetation Plot Data

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Fletcher Stream and Wetland Mitigation Site 81 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

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 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
Acer negundo Box Elder Tree 3 3 3 3 3 3 3 3 3 6 6 6 2 2 2 2 2 2 2 2 2 3 3 3 7 7 7 1 1 1 4 4 4 2 2 2 2 2 2 3 3 3
Aronia arbutifolia Red Chokeberry Shrub
Asimina triloba Common Pawpaw Shrub Tree 1 1 1 2 2 2
Betula nigra River Birch Tree 3 3 3 5 5 5 2 2 2 4 4 4 3 3 3 2 2 2 2 2 2 1 1 1 4 4 4 5 5 5 5 5 5 4 4 4 7 7 7 2 2 2
Carpinus caroliniana American Hornbeam Shrub Tree 1 1 1 4 4 4 4 4 4 3 3 3 2 2 2 4 4 4 1 1 1 2 2 2 4 4 4 4 4 4
Cephalanthus occidentalis Buttonbush Shrub Tree 4 4 4
Cornus amomum Silky Dogwood Shrub Tree 1 1 1 3 3 3 2 2 2 1 1 1 4 4 4 2 2 2
Fraxinus pennsylvanica Green Ash Tree 7 7 7 3 3 3 4 4 4 4 4 4 1 1 1 2 2 2 6 6 6 3 3 3 3 3 3 3 3 3 1 1 1 2 2 2 3 3 3 4 4 4 3 3 3
Lindera benzoin Northern Spicebush Shrub Tree 1 1 1 3 3 3 1 1 1 4 4 4 2 2 2
Liriodendron tulipifera Tulip Poplar Tree 3 3 3 4 4 4 1 1 1 1 1 1 4 4 4 5 5 5 1 1 1 1 1 1 2 2 2 1 1 1
Platanus occidentalis Sycamore Tree 4 4 4 2 2 2 3 3 3 1 1 1 1 1 1 2 2 2 3 3 3 6 6 6 6 6 6 4 4 4 3 3 3 6 6 6 3 3 3
Salix sericea Silky Willow Shrub Tree 1 1 1 2 2 2
Sambucus canadensis Common Elderberry Shrub Tree 1 1 1 3 3 3 2 2 2 3 3 3
18 18 18 19 19 19 15 15 15 15 15 15 15 15 15 15 15 15 14 14 14 21 21 21 24 24 24 19 19 19 17 17 17 11 11 11 14 14 14 17 17 17 22 22 22 24 24 24
6 6 6 5 5 5 5 5 5 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 6 6 6 5 5 5 6 6 6 4 4 4 6 6 6 5 5 5 6 6 6 9 9 9
728 728 728 769 769 769 607 607 607 607 607 607 607 607 607 607 607 607 567 567 567 850 850 850 971 971 971 769 769 769 688 688 688 445 445 445 567 567 567 688 688 688 890 890 890 971 971 971Stems per ACRE
Species count
0.02 0.02 0.02 0.02 0.02 0.020.02 0.02 0.02 0.02 0.02 0.02size (ACRES)0.02 0.02 0.02 0.02
1 1 1 1 1 1111111
Stem count
size (ares)1 1 1 1
Plot 16Plot 10 Plot 11 Plot 12 Plot 13 Plot 14 Plot 15Plot 4 Plot 5 Plot 6 Plot 7 Plot 8 Plot 9
Table 5. Current Plot Data (MY0) 2019
Fletcher Mitigation Site
Current Plot Data (MY0 2019)
Scientific Name Common Name
Species
Type
Plot 1 Plot 2 Plot 3
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 PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Box Elder Tree 3 3 3 10 10 10 2 2 2 1 1 1 3 3 3 4 4 4 66 66 66
Aronia arbutifolia Red Chokeberry Shrub 1 1 1 3 3 3 4 4 4
Asimina triloba Common Pawpaw Shrub Tree 1 1 1 5 5 5 3 3 3 2 2 2 4 4 4 3 3 3 7 7 7 28 28 28
Betula nigra River Birch Tree 1 1 1 2 2 2 5 5 5 6 6 6 1 1 1 64 64 64
Carpinus caroliniana American Hornbeam Shrub Tree 1 1 1 4 4 4 4 4 4 13 13 13 1 1 1 52 52 52
Cephalanthus occidentalis Buttonbush Shrub Tree 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 14 14 14
Cornus amomum Silky Dogwood Shrub Tree 1 1 1 1 1 1 1 1 1 4 4 4 20 20 20
Fraxinus pennsylvanica Green Ash Tree 4 4 4 2 2 2 1 1 1 3 3 3 3 3 3 2 2 2 3 3 3 67 67 67
Lindera benzoin Northern Spicebush Shrub Tree 2 2 2 2 2 2 2 2 2 5 5 5 2 2 2 1 1 1 25 25 25
Liriodendron tulipifera Tulip Poplar Tree 1 1 1 2 2 2 3 3 3 1 1 1 1 1 1 31 31 31
Platanus occidentalis Sycamore Tree 3 3 3 1 1 1 4 4 4 1 1 1 7 7 7 60 60 60
Salix sericea Silky Willow Shrub Tree 1 1 1 2 2 2 1 1 1 1 1 1 1 1 1 2 2 2 11 11 11
Sambucus canadensis Common Elderberry Shrub Tree 2 2 2 11 11 11
15 15 15 20 20 20 20 20 20 18 18 18 22 22 22 18 18 18 17 17 17 14 14 14 11 11 11 18 18 18 453 453 453
7 7 7 6 6 6 9 9 9 6 6 6 10 10 10 7 7 7 4 4 4 5 5 5 5 5 5 6 6 6 13 13 13
607 607 607 809 809 809 809 809 809 728 728 728 890 890 890 728 728 728 688 688 688 567 567 567 445 445 445 728 728 728 705 705 705
Species count
Stems per ACRE
0.02 0.02 0.02 0.02 0.02 0.64size (ACRES)0.02 0.02 0.02 0.02 0.02
1 1 1 1 1 26
Plot 25 Plot 26 MY0 (2019)
Stem count
size (ares)1 1 1 1 1
Plot 19 Plot 20 Plot 21 Plot 22 Plot 23 Plot 24
Table 5. Current Plot Data (MY0) 2019
Fletcher Mitigation Site
Current Plot Data (MY0 2019)Annual Means
Scientific Name Common Name
Species
Type
Plot 17 Plot 18
P=Planted, T=Planted & Volunteer
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

Fletcher Stream and Wetland Mitigation Site 82 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

This Page Intentionally Left Blank

Fletcher Stream and Wetland Mitigation Site 83 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Table 6. Vegetation Plot Criteria Attainment
Fletcher Mitigation Site
Vegetation Plot
ID
Vegetation
Survival Threshold
Met?
Tract Mean
1 Yes
100%
2 Yes
3 Yes
4 Yes
5 Yes
6 Yes
7 Yes
8 Yes
9 Yes
10 Yes
11 Yes
12 Yes
13 Yes
14 Yes
15 Yes
16 Yes
17 Yes
18 Yes
19 Yes
20 Yes
21 Yes
22 Yes
23 Yes
24 Yes
25 Yes
26 Yes

Fletcher Stream and Wetland Mitigation Site 84 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

This Page Intentionally Left Blank

Appendix D
Stream Measurement and Geomorphology Data

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Fletcher Stream and Wetland Mitigation Site 87 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 1 Station:107+51
Fletcher Creek Reach 1B Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
7.1 -------
20.0 -------
0.3 -------
0.6 -------
2.3 -------
21.4 -------
2.8 -------
1.0 -------
0.6 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2122
2123
2124
2125
2126
2127
2128
2129
2130
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 88 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 2 Station:109+16
Fletcher Creek Reach 1B Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
10.9 -------
60.0 -------
1.7 -------
2.7 -------
18.3 -------
6.5 -------
5.5 -------
1.0 -------
2.7 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2120
2121
2122
2123
2124
2125
2126
2127
2128
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 89 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 3 Station:112+04
Fletcher Creek Reach 1C Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
10.9 -------
40.0 -------
0.9 -------
1.8 -------
10.3 -------
11.6 -------
3.7 -------
1.0 -------
1.8 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2116
2117
2118
2119
2120
2121
2122
2123
2124
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 90 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 4 Station:112+24
Fletcher Creek Reach 1C Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
7.6 -------
10.0 -------
0.3 -------
0.5 -------
2.1 -------
27.6 -------
1.3 -------
1.0 -------
0.5 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2117
2118
2119
2120
2121
2122
2123
2124
2125
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 91 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 5 Station:122+51
Fletcher Creek Reach 1C Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
16.6 -------
60.0 -------
1.2 -------
3.0 -------
20.3 -------
13.7 -------
3.6 -------
1.0 -------
3.0 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2103
2104
2105
2106
2107
2108
2109
2110
2111
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 92 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 6 Station:122+74
Fletcher Creek Reach 1C Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
12.0 -------
50.0 -------
0.6 -------
1.0 -------
7.5 -------
19.2 -------
4.2 -------
1.0 -------
1.2 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2103
2104
2105
2106
2107
2108
2109
2110
2111
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 93 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 7 Station:126+85
Fletcher Creek Reach 2A Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
13.1 -------
35.0 -------
0.8 -------
1.6 -------
10.4 -------
16.5 -------
2.7 -------
1.0 -------
1.6 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2099
2100
2101
2102
2103
2104
2105
2106
2107
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 94 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 8 Station:127+03
Fletcher Creek Reach 2A Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
15.3 -------
50.0 -------
1.3 -------
2.6 -------
20.5 -------
11.4 -------
3.3 -------
1.0 -------
2.6 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2097
2098
2099
2100
2101
2102
2103
2104
2105
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 95 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 9 Station:133+19
Fletcher Creek Reach 2A Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
15.6 -------
60.0 -------
1.1 -------
2.8 -------
16.9 -------
14.4 -------
3.9 -------
1.0 -------
2.8 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2090
2091
2092
2093
2094
2095
2096
2097
2098
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 96 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 10 Station:133+36
Fletcher Creek Reach 2A Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
12.6 -------
50.0 -------
0.7 -------
1.2 -------
9.2 -------
17.4 -------
4.0 -------
1.0 -------
1.5 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2090
2091
2092
2093
2094
2095
2096
2097
2098
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 97 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 11 Station:147+71
Fletcher Creek Reach 2B Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
10.2 -------
40.0 -------
0.7 -------
1.3 -------
7.1 -------
14.6 -------
3.9 -------
1.0 -------
1.3 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2076
2077
2078
2079
2080
2081
2082
2083
2084
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 98 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 12 Station:148+00
Fletcher Creek Reach 2B Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
9.7 -------
70.0 -------
1.2 -------
2.3 -------
11.7 -------
8.1 -------
7.2 -------
1.0 -------
2.3 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2075
2076
2077
2078
2079
2080
2081
2082
2083
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 99 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 13 Station:153+30
Fletcher Creek Reach 2B Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
10.1 -------
70.0 -------
1.6 -------
2.4 -------
16.4 -------
6.2 -------
6.9 -------
1.0 -------
2.4 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2072
2073
2074
2075
2076
2077
2078
2079
2080
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 100 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 14 Station:153+48
Fletcher Creek Reach 2B Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
9.8 -------
70.0 -------
0.8 -------
1.2 -------
7.6 -------
12.6 -------
7.2 -------
1.0 -------
1.2 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2072
2073
2074
2075
2076
2077
2078
2079
2080
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 101 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 15 Station:406+40
Weston Creek Reach 1A Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
9.1 -------
50.0 -------
0.6 -------
1.1 -------
5.4 -------
15.5 -------
5.5 -------
1.0 -------
1.1 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2079
2080
2081
2082
2083
2084
2085
2086
2087
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 102 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 16 Station:406+87
Weston Creek Reach 1A Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
9.7 -------
50.0 -------
1.1 -------
2.0 -------
10.4 -------
9.1 -------
5.1 -------
1.0 -------
2.0 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2078
2079
2080
2081
2082
2083
2084
2085
2086
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 103 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 17 Station:418+23
Weston Creek Reach 1A Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
9.8 -------
50.0 -------
1.0 -------
1.7 -------
9.4 -------
10.1 -------
5.1 -------
1.0 -------
1.7 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2072
2073
2074
2075
2076
2077
2078
2079
2080
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 104 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 18 Station:418+53
Weston Creek Reach 1A Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
10.4 -------
50.0 -------
0.6 -------
0.9 -------
6.2 -------
17.4 -------
4.8 -------
1.0 -------
0.9 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2072
2073
2074
2075
2076
2077
2078
2079
2080
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 105 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 19 Station:422+31
Weston Creek Reach 1B Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
9.7 -------
40.0 -------
0.5 -------
0.7 -------
4.7 -------
20.4 -------
4.1 -------
1.0 -------
0.7 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2072
2073
2074
2075
2076
2077
2078
2079
2080
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 106 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 20 Station:422+95
Weston Creek Reach 1B Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
8.3 -------
60.0 -------
1.5 -------
2.5 -------
12.7 -------
5.4 -------
7.2 -------
1.0 -------
2.5 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2071
2072
2073
2074
2075
2076
2077
2078
2079
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 107 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 21 Station:217+59
Raccoon Branch 1D Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
5.6 -------
20.0 -------
0.5 -------
1.2 -------
2.7 -------
11.6 -------
3.6 -------
1.0 -------
1.2 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2129
2130
2131
2132
2133
2134
2135
2136
2137
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 108 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 22 Station:217+65
Raccoon Branch 1D Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
6.9 -------
20.0 -------
0.5 -------
1.3 -------
3.4 -------
13.8 -------
2.9 -------
1.0 -------
1.3 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2129
2130
2131
2132
2133
2134
2135
2136
2137
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 109 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 23 Station:307+87
Coats Branch 1B Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
5.2 -------
15.0 -------
0.3 -------
0.7 -------
1.6 -------
16.5 -------
2.9 -------
1.0 -------
0.7 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2118
2119
2120
2121
2122
2123
2124
2125
2126
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 110 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 24 Station:307+95
Coats Branch 1B Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
7.4 -------
40.0 -------
0.7 -------
1.5 -------
5.1 -------
10.7 -------
5.4 -------
1.0 -------
1.5 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2118
2119
2120
2121
2122
2123
2124
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 111 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 25 Station:315+12
Coats Branch 1C Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
5.3 -------
20.0 -------
0.5 -------
0.9 -------
2.7 -------
10.5 -------
3.8 -------
1.0 -------
0.9 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2105
2106
2107
2108
2109
2110
2111
2112
2113
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 112 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 26 Station:315+20
Coats Branch 1C Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
5.4 -------
20.0 -------
0.4 -------
0.8 -------
2.2 -------
13.5 -------
3.7 -------
1.0 -------
0.8 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2105
2106
2107
2108
2109
2110
2111
2112
2113
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 113 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 27 Station:317+35
Coats Branch 1D Pool
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
5.9 -------
25.0 -------
0.6 -------
1.2 -------
3.7 -------
9.2 -------
4.3 -------
1.0 -------
1.2 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2103
2104
2105
2106
2107
2108
2109
2110
2111
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 114 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site 28 Station:317+42
Coats Branch 1D Riffle
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
6.1 -------
25.0 -------
0.5 -------
1.0 -------
3.3 -------
11.4 -------
4.1 -------
1.0 -------
1.0 -------
Project Name:XS Number:
Reach Name:XS Type:
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Low Top of Bank Depth (ft)
CHANNEL DIMENSIONS SUMMARY
Bankful Width (ft)
Floodprone Width (ft)
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross-Sectional Area (ft 2)
Right Descending BankLeft Descending Bank
2103
2104
2105
2106
2107
2108
2109
2110
2111
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45Elevation (feet)Station (feet)
MY0 BKF

Fletcher Stream and Wetland Mitigation Site 115 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2118
2119
2120
2121
2122
2123
2124
2125
2126
2127
2128
2129
2130
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Fletcher Creek 1B
Longitudinal Profile
Stationing 106+07 to 109+84
TW WS BKF Structure
Average Bankfull Slope
XS-1-R
XS-2-P

Fletcher Stream and Wetland Mitigation Site 116 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2098
2099
2100
2101
2102
2103
2104
2105
2106
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Fletcher Creek 1C
Longitudinal Profile
Stationing 109+84 to 125+75
TW WS BKF Structure
Average Bankfull Slope
XS-3-P
XS-4-R
XS-5-P
XS-6-R

Fletcher Stream and Wetland Mitigation Site 117 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2080
2081
2082
2083
2084
2085
2086
2087
2088
2089
2090
2091
2092
2093
2094
2095
2096
2097
2098
2099
2100
2101
2102
2103
2104
2105
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Fletcher Creek 2A
Longitudinal Profile
Stationing 125+75 to 139+04
TW WS BKF Structure
Average Bankfull Slope
XS-7-R
XS-8-P
XS-9-P
XS-10-R

Fletcher Stream and Wetland Mitigation Site 118 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2069
2070
2071
2072
2073
2074
2075
2076
2077
2078
2079
2080
2081
2082
2083
2084
2085
2086
2087
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Fletcher Creek 2B
Longitudinal Profile
Stationing 140+28 to 156+55
TW WS BKF Structure
Average Bankfull Slope
XS-11-R
XS-12-P
XS-13-P
XS-14-R

Fletcher Stream and Wetland Mitigation Site 119 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2072
2073
2074
2075
2076
2077
2078
2079
2080
2081
2082
2083
2084
2085
2086
2087
2088
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Weston Creek 1A
Longitudinal Profile
Stationing 400+00 to 419+83
TW WS BKF Structure
Average Bankfull Slope
XS-15-R
XS-16-P
XS-17-P
XS-18-R

Fletcher Stream and Wetland Mitigation Site 120 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2068
2069
2070
2071
2072
2073
2074
2075
2076
2077
2078
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Weston Creek 1B
Longitudinal Profile
Stationing 419+83 to 427+87
TW WS BKF Structure
Average Bankfull Slope
XS-19-R XS-20-P

Fletcher Stream and Wetland Mitigation Site 121 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2118
2119
2120
2121
2122
2123
2124
2125
2126
2127
2128
2129
2130
2131
2132
2133
2134
2135
2136
2137
2138
2139
2140
2141
2142
2143
2144
2145
2146
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Raccoon Branch 1D
Longitudinal Profile
Stationing 214+92 to 219+40
TW WS BKF
Average Bankfull Slope
XS-21-P
XS-22-R

Fletcher Stream and Wetland Mitigation Site 122 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
2126
2127
2128
2129
2130
2131
2132
2133
2134
2135
2136
2137
2138
2139
2140
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Coats Branch 1B
Longitudinal Profile
Stationing 302+92 to 308+98
TW WS BKF
Average Bankfull Slope
XS-23-R
XS-24-P

Fletcher Stream and Wetland Mitigation Site 123 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2104
2105
2106
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Coats Branch 1C
Longitudinal Profile
Stationing 308+98 to 316+50
TW WS BKF
Average Bankfull Slope
XS-25-P
XS-26-R

Fletcher Stream and Wetland Mitigation Site 124 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

2098
2099
2100
2101
2102
2103
2104
2105
2106
2107
2108
2109
2110
Elevation (feet)Station (feet)
Fletcher Mitigation Site -Coats Branch 1D
Longitudinal Profile
Stationing 316+50 to 319+75
TW BKF WS
Average Bankfull Slope
XS-27-P
XS-28-R

Fletcher Stream and Wetland Mitigation Site 125 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 1 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 0 0.0% 0%
0.062 - 0.125 0 0.0% 0%
0.125 - 0.25 0 0.0% 0%
0.25 - 0.5 0 0.0% 0%
0.5 - 1.0 3 2.9% 3%
1 - 2 11 10.5% 13%
2 - 4 6 5.7% 19%
4 - 8 17 16.2% 35%
8 - 16 27 25.7% 61%
16 - 32 22 21.0% 82%
32 - 64 18 17.1% 99%
64-128 1 1.0% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 105 100% 100%
Summary Data
D50 12
D84 34
D95 50

Fletcher Stream and Wetland Mitigation Site 126 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 1 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 1 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 127 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 4 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 5 4.8% 5%
0.062 - 0.125 2 1.9% 7%
0.125 - 0.25 0 0.0% 7%
0.25 - 0.5 1 1.0% 8%
0.5 - 1.0 1 1.0% 9%
1 - 2 13 12.4% 21%
2 - 4 3 2.9% 24%
4 - 8 9 8.6% 32%
8 - 16 14 13.3% 46%
16 - 32 17 16.2% 62%
32 - 64 38 36.2% 98%
64-128 1 1.0% 99%
128-256 1 1.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 105 100% 100%
Summary Data
D50 18
D84 49
D95 60

Fletcher Stream and Wetland Mitigation Site 128 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 4 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 4 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 129 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 6 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 0 0.0% 0%
0.062 - 0.125 0 0.0% 0%
0.125 - 0.25 0 0.0% 0%
0.25 - 0.5 0 0.0% 0%
0.5 - 1.0 0 0.0% 0%
1 - 2 3 2.9% 3%
2 - 4 3 2.9% 6%
4 - 8 7 6.7% 12%
8 - 16 31 29.5% 42%
16 - 32 26 24.8% 67%
32 - 64 30 28.6% 95%
64-128 4 3.8% 99%
128-256 1 1.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 105 100% 100%
Summary Data
D50 19
D84 46
D95 64

Fletcher Stream and Wetland Mitigation Site 130 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 6 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 6 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 131 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 7 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 0 0.0% 0%
0.062 - 0.125 0 0.0% 0%
0.125 - 0.25 0 0.0% 0%
0.25 - 0.5 0 0.0% 0%
0.5 - 1.0 0 0.0% 0%
1 - 2 4 3.8% 4%
2 - 4 4 3.8% 8%
4 - 8 11 10.5% 18%
8 - 16 23 21.9% 40%
16 - 32 34 32.4% 72%
32 - 64 24 22.9% 95%
64-128 3 2.9% 98%
128-256 2 1.9% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 105 100% 100%
Summary Data
D50 20
D84 40
D95 63

Fletcher Stream and Wetland Mitigation Site 132 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 7 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 7 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 133 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 10 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 1 0.9% 1%
0.062 - 0.125 5 4.5% 5%
0.125 - 0.25 0 0.0% 5%
0.25 - 0.5 2 1.8% 7%
0.5 - 1.0 2 1.8% 9%
1 - 2 11 10.0% 19%
2 - 4 8 7.3% 26%
4 - 8 7 6.4% 33%
8 - 16 17 15.5% 48%
16 - 32 13 11.8% 60%
32 - 64 42 38.2% 98%
64-128 2 1.8% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 110 100% 100%
Summary Data
D50 18
D84 45
D95 59

Fletcher Stream and Wetland Mitigation Site 134 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 10 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 10 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 135 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 11 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 11 10.6% 11%
0.062 - 0.125 7 6.7% 17%
0.125 - 0.25 1 1.0% 18%
0.25 - 0.5 3 2.9% 21%
0.5 - 1.0 5 4.8% 26%
1 - 2 15 14.4% 40%
2 - 4 6 5.8% 46%
4 - 8 9 8.7% 55%
8 - 16 9 8.7% 63%
16 - 32 22 21.2% 85%
32 - 64 10 9.6% 94%
64-128 5 4.8% 99%
128-256 1 1.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 104 100% 100%
Summary Data
D50 5.5
D84 31
D95 70

Fletcher Stream and Wetland Mitigation Site 136 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 11 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 11 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 137 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 14 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 5 4.7% 5%
0.062 - 0.125 0 0.0% 5%
0.125 - 0.25 3 2.8% 8%
0.25 - 0.5 0 0.0% 8%
0.5 - 1.0 1 0.9% 8%
1 - 2 8 7.5% 16%
2 - 4 2 1.9% 18%
4 - 8 6 5.7% 24%
8 - 16 23 21.7% 45%
16 - 32 26 24.5% 70%
32 - 64 28 26.4% 96%
64-128 3 2.8% 99%
128-256 1 0.9% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 106 100% 100%
Summary Data
D50 18
D84 43
D95 61

Fletcher Stream and Wetland Mitigation Site 138 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 14 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 14 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 139 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 15 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 11 10.7% 11%
0.062 - 0.125 13 12.6% 23%
0.125 - 0.25 0 0.0% 23%
0.25 - 0.5 7 6.8% 30%
0.5 - 1.0 4 3.9% 34%
1 - 2 28 27.2% 61%
2 - 4 16 15.5% 77%
4 - 8 11 10.7% 87%
8 - 16 10 9.7% 97%
16 - 32 2 1.9% 99%
32 - 64 1 1.0% 100%
64-128 0 0.0% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 103 100% 100%
Summary Data
D50 1.5
D84 6.2
D95 14

Fletcher Stream and Wetland Mitigation Site 140 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 15 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 15 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 141 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 18 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 20 18.9% 19%
0.062 - 0.125 4 3.8% 23%
0.125 - 0.25 1 0.9% 24%
0.25 - 0.5 0 0.0% 24%
0.5 - 1.0 7 6.6% 30%
1 - 2 8 7.5% 38%
2 - 4 15 14.2% 52%
4 - 8 28 26.4% 78%
8 - 16 23 21.7% 100%
16 - 32 0 0.0% 100%
32 - 64 0 0.0% 100%
64-128 0 0.0% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 106 100% 100%
Summary Data
D50 3.6
D84 9
D95 12

Fletcher Stream and Wetland Mitigation Site 142 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 18 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 18 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 143 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 19 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 8 7.6% 8%
0.062 - 0.125 4 3.8% 11%
0.125 - 0.25 2 1.9% 13%
0.25 - 0.5 4 3.8% 17%
0.5 - 1.0 5 4.8% 22%
1 - 2 35 33.3% 55%
2 - 4 7 6.7% 62%
4 - 8 19 18.1% 80%
8 - 16 18 17.1% 97%
16 - 32 3 2.9% 100%
32 - 64 0 0.0% 100%
64-128 0 0.0% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 105 100% 100%
Summary Data
D50 1.8
D84 9.3
D95 15

Fletcher Stream and Wetland Mitigation Site 144 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 19 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 19 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 145 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 22 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 105 100.0% 100%
0.062 - 0.125 0 0.0% 100%
0.125 - 0.25 0 0.0% 100%
0.25 - 0.5 0 0.0% 100%
0.5 - 1.0 0 0.0% 100%
1 - 2 0 0.0% 100%
2 - 4 0 0.0% 100%
4 - 8 0 0.0% 100%
8 - 16 0 0.0% 100%
16 - 32 0 0.0% 100%
32 - 64 0 0.0% 100%
64-128 0 0.0% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 105 100% 100%
Summary Data
D50 0.062
D84 0.062
D95 0.062

Fletcher Stream and Wetland Mitigation Site 146 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 22 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 22 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 147 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 23 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 18 16.8% 17%
0.062 - 0.125 0 0.0% 17%
0.125 - 0.25 0 0.0% 17%
0.25 - 0.5 0 0.0% 17%
0.5 - 1.0 5 4.7% 21%
1 - 2 13 12.1% 34%
2 - 4 2 1.9% 36%
4 - 8 5 4.7% 40%
8 - 16 12 11.2% 51%
16 - 32 12 11.2% 63%
32 - 64 34 31.8% 94%
64-128 6 5.6% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 107 100% 100%
Summary Data
D50 15
D84 48
D95 69

Fletcher Stream and Wetland Mitigation Site 148 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 23 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 23 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 149 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 26 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 14 13.0% 13%
0.062 - 0.125 19 17.6% 31%
0.125 - 0.25 16 14.8% 45%
0.25 - 0.5 7 6.5% 52%
0.5 - 1.0 4 3.7% 56%
1 - 2 23 21.3% 77%
2 - 4 10 9.3% 86%
4 - 8 3 2.8% 89%
8 - 16 8 7.4% 96%
16 - 32 0 0.0% 96%
32 - 64 4 3.7% 100%
64-128 0 0.0% 100%
128-256 0 0.0% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 108 100% 100%
Summary Data
D50 0.41
D84 3.4
D95 13

Fletcher Stream and Wetland Mitigation Site 150 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 26 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 26 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 151 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Fletcher Mitigation Site
Cross Section 28 - Riffle
Monitoring Year - 2019; MY0
Bed Surface Material % %
Particle Size Class (mm) Number Individual Cumulative
0 - 0.062 22 20.0% 20%
0.062 - 0.125 4 3.6% 24%
0.125 - 0.25 0 0.0% 24%
0.25 - 0.5 0 0.0% 24%
0.5 - 1.0 4 3.6% 27%
1 - 2 23 20.9% 48%
2 - 4 2 1.8% 50%
4 - 8 4 3.6% 54%
8 - 16 2 1.8% 55%
16 - 32 6 5.5% 61%
32 - 64 25 22.7% 84%
64-128 17 15.5% 99%
128-256 1 0.9% 100%
256-512 0 0.0% 100%
512-1024 0 0.0% 100%
1024-2048 0 0.0% 100%
2048-4096 0 0.0% 100%
Bedrock 0 0.0% 100%
Total 110 100% 100%
Summary Data
D50 4
D84 65
D95 87

Fletcher Stream and Wetland Mitigation Site 152 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Cumulative
Cross-Section 28 -Riffle
MY0 Cumulative %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%% Finer Than / % by Size GroupParticle Size Groups
Fletcher Mitigation Site
Pebble Count -Percent Individual
Cross-Section 28 -Riffle
MY0 Individual %

Fletcher Stream and Wetland Mitigation Site 153 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---6.1 --8.0 --14.7 --19.5 ---8.7 --7.1 ---1
Floodprone Width (ft)----------------20.0 ---1
Bankfull Mean Depth (ft)-------------0.6 --0.3 ---1
Bankfull Max Depth (ft)0.7 --0.8 --1.2 --1.4 ---0.9 --0.6 ---1
Bankfull Cross Sectional Area (ft 2)4.4 --6.2 --18.0 --27.2 ---5.5 --2.3 ---1
Width/Depth Ratio 8.5 --10.5 --12.0 --14 ---13.6 --21.4 ---1
Entrenchment Ratio 1.1 --2.1 --1.4 --1.5 ---2.4 --2.8 ---1
Bank Height Ratio ----------------1.0 ---1
d50 (mm)6.0 --11.0 --60.0 --125 ------12.0 ---1
Profile
Riffle Length (ft)---------------4.8 8.5 8.0 13.1 2.5 13
Riffle Slope (ft/ft)---------------0.002 0.018 0.014 0.044 0.013 13
Pool Length (ft)---------------5.1 9.6 9.7 14.4 2.8 12
Pool Max Depth (ft)-------------1.4 -1.2 2.0 1.9 2.9 0.5 12
Pool Spacing (ft)------------23.4 -39.0 14.6 27.9 29.4 40.5 8.0 11
Pattern
Channel Belt Width (ft)------------10.3 13.7 17.2 17.7 18.2 17.8 19.0 0.7 3
Radius of Curvature (ft)------------14.0 -21.0 17.0 22.7 25.0 26.0 4.9 3
Rc: Bankfull Width (ft/ft)---------------2.0 2.6 2.9 3.0 0.6 3
Meander Wavelength (ft)---------------17.7 18.2 17.8 19.1 0.8 3
Meander Width Ratio -------------2.5 -2.0 2.1 2.0 2.2 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7. Baseline Stream Data Summary
Fletcher Mitigation Site - Fletcher Creek Reach 1B (380 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
G B4 B4 B4
0.30 2.35 0.30
-22.0 -15.0
-2.3 - 3.6 --
---380
---337
0.008 - 0.018 0.011 - 0.018 0.016 0.015
--1.11 1.12
--
---0.016
- Information unavailable.
--
--
Unstable -
377--

Fletcher Stream and Wetland Mitigation Site 154 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---6.3 --9.3 --14.7 --19.5 ---9.4 -7.6 9.8 9.8 12.0 3.1 2
Floodprone Width (ft)---------------10.0 30.0 30.0 50.0 28.3 2
Bankfull Mean Depth (ft)-------------0.7 -0.3 0.5 0.5 0.6 0.2 2
Bankfull Max Depth (ft)0.6 --0.9 --1.2 --1.4 ---0.9 -0.5 0.8 0.8 1.0 0.4 2
Bankfull Cross Sectional Area (ft 2)4.9 --7.5 --18.0 --27.2 ---6.4 -2.1 4.8 4.8 7.5 3.8 2
Width/Depth Ratio 8.2 --16.6 --12.0 --14 ---13.8 -19.2 23.4 23.4 27.6 6.0 2
Entrenchment Ratio 1.3 --1.7 --1.4 --1.5 ---2.4 -1.3 2.7 2.7 4.2 2.0 2
Bank Height Ratio --------------1.0 1.0 1.0 1.0 0.0 2
d50 (mm)5.0 --14.0 --60.0 --125 -----18.0 18.5 19.0 19.0 0.71 2
Profile
Riffle Length (ft)---------------3.4 10.9 11.1 21.1 4.9 44
Riffle Slope (ft/ft)---------------0.000 0.009 0.007 0.029 0.008 44
Pool Length (ft)---------------6.3 13.1 12.8 29.0 4.6 44
Pool Max Depth (ft)-------------1.4 -1.5 2.8 2.8 4.0 0.6 44
Pool Spacing (ft)------------31.0 -51.7 13.5 35.0 34.4 96.1 13.5 43
Pattern
Channel Belt Width (ft)------------11.2 15.0 18.7 18.7 20.2 19.7 22.3 1.9 3
Radius of Curvature (ft)------------15.0 -22.0 17.2 21.0 20.6 25.3 4.1 3
Rc: Bankfull Width (ft/ft)---------------1.8 2.2 2.2 2.7 0.5 3
Meander Wavelength (ft)---------------18.7 20.2 19.7 22.3 1.9 3
Meander Width Ratio -------------2.9 -2.0 2.1 2.1 2.4 0.2 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Fletcher Creek Reach 1C (1,541 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
B, F, G B4 B4 B4
0.37 2.35 0.37
-25.0 -18.0
----
---1,541
---1,436
0.009 - 0.015 0.011 - 0.018 0.012 0.012
1.24 -1.10 1.10
--
---0.012
- Information unavailable.
--
--
Unstable -
---1,540

Fletcher Stream and Wetland Mitigation Site 155 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---4.9 --7.9 --14.7 --19.5 ---10.4 -12.6 12.9 12.9 13.1 0.3 2
Floodprone Width (ft)--------------35.0 42.5 42.5 50.0 10.6 2
Bankfull Mean Depth (ft)----------------0.7 -0.7 0.8 0.8 0.8 0.0 2
Bankfull Max Depth (ft)0.8 --1.1 --1.2 --1.4 ---1.0 -1.2 1.4 1.4 1.6 0.3 2
Bankfull Cross Sectional Area (ft2)4.8 --7.9 --18.0 --27.2 ---7.6 -9.2 9.8 9.8 10.4 0.9 2
Width/Depth Ratio 5.0 --9.1 --12.0 --14 ---14.2 -16.5 17.0 17.0 17.4 0.6 2
Entrenchment Ratio 1.4 --1.9 --1.4 --1.5 ---2.4 -2.7 3.3 3.3 4.0 0.9 2
Bank Height Ratio ---------------1.0 1.0 1.0 1.0 0.0 2
d50 (mm)9.0 --14.0 --60.0 --125.0 -----18.0 19.0 20.0 20.0 1.4 2
Profile
Riffle Length (ft)---------------5.3 16.0 14.6 32.2 6.7 35
Riffle Slope (ft/ft)---------------0.001 0.010 0.008 0.028 0.007 35
Pool Length (ft)---------------5.58 10.8 10.2 25.3 4.2 34
Pool Max Depth (ft)-------------1.5 -1.2 2.5 2.6 3.7 0.7 34
Pool Spacing (ft)------------34.2 -57.2 9.4 36.8 37.5 52.2 9.4 33
Pattern
Channel Belt Width (ft)------------12.6 16.8 21.0 23.8 24.5 24.1 25.5 0.9 3
Radius of Curvature (ft)------------17.0 -25.0 16.8 22.1 19.8 29.6 6.7 3
Rc: Bankfull Width (ft/ft)---------------1.6 2.1 1.9 2.8 0.6 3
Meander Wavelength (ft)---------------23.8 24.5 24.1 25.5 0.9 3
Meander Width Ratio -------------3.5 -2.3 2.4 2.3 2.5 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
--
- Information unavailable.
Severe -
--
--
---0.012
0.005 - 0.014 0.011 - 0.018 0.012 0.011
1.35 -1.17 1.15
---1,299
---1,158
-32.0 -22.0
-2.0 - 3.4 --
B, G B4 B4 B4
0.49 2.35 0.49
----
-
----
-
---
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Fletcher Creek Reach 2A (1,299 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
---1,296

Fletcher Stream and Wetland Mitigation Site 156 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---4.4 --10.7 --14.7 --19.5 ---10.6 -9.8 10.0 10.0 10.2 0.3 2
Floodprone Width (ft)---------------40.0 55.0 55.0 70.0 21.2 2
Bankfull Mean Depth (ft)----------------0.7 -0.7 0.7 0.7 0.8 0.1 2
Bankfull Max Depth (ft)0.7 --1.0 --1.2 --1.4 ---1.0 -1.2 1.3 1.3 1.3 0.1 2
Bankfull Cross Sectional Area (ft2)3.3 --7.2 --18.0 --27.2 ---7.9 -7.1 7.4 7.4 7.6 0.3 2
Width/Depth Ratio 5.2 --15.7 --12.0 --14 ---14.3 -12.6 13.6 13.6 14.6 1.4 2
Entrenchment Ratio 1.4 --5.9 --1.4 --1.5 ---2.3 -3.9 5.5 5.5 7.2 2.3 2
Bank Height Ratio ---------------1.0 1.0 1.0 1.0 0.0 2
d50 (mm)-5.0 ----60.0 --125.0 -----5.5 11.8 18.0 18.0 8.8 2
Profile
Riffle Length (ft)---------------5.3 16.0 14.6 32.2 6.7 35
Riffle Slope (ft/ft)---------------0.001 0.010 0.008 0.028 0.007 35
Pool Length (ft)---------------5.58 10.8 10.2 25.3 4.2 34
Pool Max Depth (ft)-------------1.5 -1.2 2.5 2.6 3.7 0.7 34
Pool Spacing (ft)------------35.0 -58.3 9.4 36.8 37.5 52.2 9.4 33
Pattern
Channel Belt Width (ft)------------12.9 17.2 21.5 18.0 19.9 19.2 22.6 2.4 3
Radius of Curvature (ft)------------17.0 -26.0 23.5 25.3 24.8 27.5 2.0 3
Rc: Bankfull Width (ft/ft)---------------2.2 2.4 2.3 2.6 0.2 3
Meander Wavelength (ft)---------------17.9 19.9 19.2 22.6 2.4 3
Meander Width Ratio -------------2.6 -1.7 1.9 1.8 2.1 0.2 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Fletcher Creek Reach 2B (1,510 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
--
--
--
B, E, G B4 B5 B5
0.52 2.35 0.52
-33.0 -23.0
-1.8 - 2.7 --
---1,510
---1,467
0.004 - 0.01 0.011 - 0.018 0.007 0.011
1.03 -1.10 1.10
--
---0.012
- Information unavailable.
--
--
Unstable -
---1,470

Fletcher Stream and Wetland Mitigation Site 157 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---4.5 --6.3 --6.3 --10.7 ---8.6 -9.1 9.8 9.8 10.4 0.9 2
Floodprone Width (ft)---------------50.0 50.0 50.0 50.0 0.0 2
Bankfull Mean Depth (ft)---------------0.6 -0.6 0.6 0.6 0.6 0.0 2
Bankfull Max Depth (ft)0.6 --0.7 --1.0 --1.2 ---0.9 -0.9 1.0 1.0 1.1 0.1 2
Bankfull Cross Sectional Area (ft2)2.7 --4.6 --7.7 --10.0 ---5.5 -5.4 5.8 5.8 6.2 0.6 2
Width/Depth Ratio 7.4 --10.0 --6.0 --11.0 ---13.6 -15.5 16.4 16.4 17.4 1.3 2
Entrenchment Ratio 1.6 --2.6 --2.3 --4.8 ---4.6 -4.8 5.1 5.1 5.5 0.5 2
Bank Height Ratio ---------------1.0 1.0 1.0 1.0 0.0 2
d50 (mm)1.0 --4.0 --13.0 --17.0 -----1.5 2.6 3.6 3.6 1.5 2
Profile
Riffle Length (ft)---------------4.3 13.3 11.9 38.6 7.8 55
Riffle Slope (ft/ft)---------------0.000 0.004 0.002 0.017 0.004 55
Pool Length (ft)---------------5.7 13.1 12.8 26.1 4.3 54
Pool Max Depth (ft)-------------1.4 -1.1 1.7 1.7 2.6 0.4 54
Pool Spacing (ft)------------43.0 -60.2 8.9 35.7 34.4 72.9 12.0 53
Pattern
Channel Belt Width (ft)------------13.7 27.4 34.3 24.8 27.0 27.2 29.0 2.1 3
Radius of Curvature (ft)------------10.0 -17.0 11.0 14.3 14.6 17.4 3.2 3
Rc: Bankfull Width (ft/ft)---------------1.3 1.7 1.7 2.0 0.4 3
Meander Wavelength (ft)---------------24.5 26.9 27.2 29.0 2.3 3
Meander Width Ratio -------------2.9 -2.9 3.1 3.2 3.4 0.2 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Weston Creek Reach 1A (1,982 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
E, G E4 C5 C5
0.30 0.25 0.30
-21.0 -15.0
-1.8 - 2.2 --
---1,982
---1,616
0.006 - 0.009 0.008 0.005 0.005
1.01 1.60 1.24 1.24
--
---0.005
- Information unavailable.
--
--
Unstable -
---1,954

Fletcher Stream and Wetland Mitigation Site 158 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---4.5 --9.6 --6.3 --10.7 ---9.4 --9.7 ---1
Floodprone Width (ft)---------------40.0 ---1
Bankfull Mean Depth (ft)----------------0.7 --0.5 ---1
Bankfull Max Depth (ft)0.6 --1.0 --1.0 --1.2 ---0.9 --0.7 ---1
Bankfull Cross Sectional Area (ft2)3.8 --7.8 --7.7 --10 ---6.3 --4.7 ---1
Width/Depth Ratio 5.3 --11.9 --6.0 --11 ---3.3 --20.4 ---1
Entrenchment Ratio 1.3 --2.2 --2.3 --4.8 ---4.3 --4.1 ---1
Bank Height Ratio ----------------1.0 ---1
d50 (mm)1.0 --4.0 --13.0 --17.0 ------1.8 ----
Profile
Riffle Length (ft)---------------4.5 12.3 12.1 29.1 5.9 21
Riffle Slope (ft/ft)---------------0.000 0.007 0.002 0.031 0.008 21
Pool Length (ft)---------------5.6 14.8 14.0 26.8 6.9 21
Pool Max Depth (ft)-------------1.4 -1.4 2.0 2.0 2.7 0.3 21
Pool Spacing (ft)------------47.0 -65.8 19.7 35.2 34.8 68.4 12.1 20
Pattern
Channel Belt Width (ft)------------14.9 29.9 37.3 27.3 28.4 28.1 29.9 1.3 3
Radius of Curvature (ft)------------11.0 -19.0 15.8 19.5 18.2 24.5 4.5 3
Rc: Bankfull Width (ft/ft)---------------1.7 2.1 1.9 2.6 0.5 3
Meander Wavelength (ft)---------------27.3 28.4 28.1 29.9 1.3 3
Meander Width Ratio -------------3.3 -2.9 3.0 3.0 3.2 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Weston Creek Reach 1B (825 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
G, E E4 C5 C5
0.37 0.25 0.37
-25.0 -18.0
-1.8 - 2.3 --
---825
---708
0.005 - 0.007 0.0080 0.009 0.0024
1.01 1.60 1.20 1.17
--
---0.0026
- Information unavailable.
--
--
Unstable -
---804

Fletcher Stream and Wetland Mitigation Site 159 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---1.8 --3.4 --14.7 --19.5 ---6.1 --6.9 ---1
Floodprone Width (ft)---------------20 ---1
Bankfull Mean Depth (ft)----------------0.3 --0.5 ---1
Bankfull Max Depth (ft)0.1 --0.2 --1.2 --1.4 ---0.5 --1.34 ---1
Bankfull Cross Sectional Area (ft 2)0.4 --0.6 --18 --27.2 ---2.1 --3.42 ---1
Width/Depth Ratio 8.0 --25.7 --12 --14.0 ---17.8 --13.8 ---1
Entrenchment Ratio 1.7 --2.1 --1.4 --1.5 ---2.3 --2.91 ---1
Bank Height Ratio ----------------1.0 ---1
d50 (mm)1.0 --2.0 --60.0 --125.0 ------0.062 ---1
Profile
Riffle Length (ft)---------------1.5 4.5 4.2 7.9 1.7 38.0
Riffle Slope (ft/ft)---------------0.003 0.033 0.030 0.085 0.021 38.0
Pool Length (ft)---------------1.7 5.4 5.0 12.7 2.6 37.0
Pool Max Depth (ft)-------------0.8 -0.6 1.0 1.1 1.4 0.2 37.0
Pool Spacing (ft)------------20.1 -33.6 4.1 12.1 11.2 28.8 5.5 35.0
Pattern
Channel Belt Width (ft)------------6.5 8.7 10.9 6.7 7.5 7.0 8.7 1.1 3
Radius of Curvature (ft)------------9.0 -13.0 7.9 10.1 8.5 13.9 3.3 3
Rc: Bankfull Width (ft/ft)---------------1.2 1.6 1.3 2.2 0.6 3
Meander Wavelength (ft)---------------6.7 7.5 7.0 8.7 1.1 3
Meander Width Ratio -------------2.5 -1.1 1.2 1.1 1.4 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Raccoon Branch Reach 1D (440 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
B, G B4 B4 B4
0.04 2.35 0.04
-4.0 -3.0
-2.4 - 3.4 --
---440
---413
0.048 - 0.092 0.011 - 0.018 0.048 0.040
1.09 -1.05 1.08
--
---0.041
- Information unavailable.
--
--
Unstable -
---448

Fletcher Stream and Wetland Mitigation Site 160 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---0.9 --1.3 --14.7 --19.5 ---5.7 --5.2 ---1
Floodprone Width (ft)----------------15.0 ---1
Bankfull Mean Depth (ft)----------------0.3 --0.3 ---1
Bankfull Max Depth (ft)0.2 --0.3 --1.2 --1.4 ---0.5 --0.7 ---1
Bankfull Cross Sectional Area (ft 2)0.2 --0.3 --18 --27.2 ---1.8 --1.6 ---1
Width/Depth Ratio 5.1 --5.6 --12 --14.0 ---17.9 --16.5 ---1
Entrenchment Ratio 2.0 --2.8 --1.4 --1.5 ---2.4 --2.9 ---1
Bank Height Ratio ----------------1.0 ---1
d50 (mm)1.0 --2.0 --60.0 --125.0 ------15.0 ---1
Profile
Riffle Length (ft)---------------3.0 6.5 6.3 14.0 2.1 52
Riffle Slope (ft/ft)---------------0.000 0.020 0.016 0.072 0.016 52
Pool Length (ft)---------------1.2 3.4 3.2 6.3 1.2 51
Pool Max Depth (ft)-------------0.8 -0.24 1.2 1.1 2.5 0.4 51
Pool Spacing (ft)------------18.8 -31.4 5.8 11.7 12 18.7 2.5 50
Pattern
Channel Belt Width (ft)------------6.1 8.1 10.2 9.7 10.6 10.5 11.5 0.9 3
Radius of Curvature (ft)------------8.0 -12.0 9.0 11.0 12.0 12.1 1.8 3
Rc: Bankfull Width (ft/ft)---------------1.5 1.9 2.1 2.1 0.3 3
Meander Wavelength (ft)---------------9.7 10.6 10.5 11.5 0.9 3
Meander Width Ratio -------------2.5 -1.7 1.9 1.8 2.0 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Coats Branch Reach 1B (601 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
B, G B4 B4 B4
0.03 2.4 0.03
-3.0 -2.0
-1.7 - 2.0 --
---601
---597
0.03 - 0.034 0.011 - 0.018 0.033 0.033
1.08 -1.04 1.05
--
---0.033
- Information unavailable.
--
--
Severe -
---606

Fletcher Stream and Wetland Mitigation Site 161 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---1.9 --3.4 --14.7 --19.5 ---6.0 --5.4 ---1
Floodprone Width (ft)---------------20.0 ---1
Bankfull Mean Depth (ft)----------------0.3 --0.4 ---1
Bankfull Max Depth (ft)0.2 --0.3 --1.2 --1.4 ---0.5 --0.8 ---1
Bankfull Cross Sectional Area (ft 2)0.3 --0.8 --18 --27.2 ---2.0 --2.2 ---1
Width/Depth Ratio 10.4 --14.5 --12 --14.0 ---17.8 --13.5 ---1
Entrenchment Ratio 1.2 --1.9 --1.4 --1.5 ---2.3 --3.7 ---1
Bank Height Ratio ----------------1.0 ---1
d50 (mm)9.0 --12.0 --60.0 --125.0 ------0.4 ---1
Profile
Riffle Length (ft)---------------3.8 7.4 7.7 10.1 1.6 48
Riffle Slope (ft/ft)---------------0.000 0.010 0.010 0.033 0.007 48
Pool Length (ft)---------------1.2 4.6 4.2 7.3 1.4 48
Pool Max Depth (ft)-------------0.8 -0.6 1.0 1.0 1.4 0.2 49
Pool Spacing (ft)------------19.8 -33.0 6.4 14.3 14.6 19.6 2.6 48
Pattern
Channel Belt Width (ft)------------6.5 8.6 10.8 10.9 11.7 11.6 12.5 0.8 3
Radius of Curvature (ft)------------9.0 -13.0 7.0 8.8 7.2 12.1 2.9 3
Rc: Bankfull Width (ft/ft)---------------1.2 1.5 1.2 2.1 0.5 3
Meander Wavelength (ft)---------------10.9 12.1 11.6 13.7 1.5 3
Meander Width Ratio -------------2.3 -1.8 2.0 1.9 2.1 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Coats Branch Reach 1C (708 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
B, F, G B4 B4 B4
0.04 2.4 0.04
-4.0 -3.0
-0.9 - 1.8 --
---708
---667
0.009 - 0.021 0.011 - 0.018 0.015 0.013
1.03 -1.07 1.06
--
---0.013
- Information unavailable.
--
--
Unstable -
---708

Fletcher Stream and Wetland Mitigation Site 162 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle LL UL Eq.Min Mean Med Max SD N Min Mean Med Max SD N Min Mean Max Min Mean Med Max SD N
Bankfull Width (ft)---3.6 --5.0 --14.7 --19.5 ---6.9 --6.1 ---1
Floodprone Width (ft)----------------25.0 ---1
Bankfull Mean Depth (ft)----------------0.4 --0.5 ---1
Bankfull Max Depth (ft)0.2 --0.3 --1.2 --1.4 ---0.6 --1.0 ---1
Bankfull Cross Sectional Area (ft 2)1.0 --1.4 --18 --27.2 ---2.7 --3.3 ---1
Width/Depth Ratio 13.0 --18.0 --12 --14.0 ---17.7 --11.4 ---1
Entrenchment Ratio 1.7 --1.8 --1.4 --1.5 ---2.2 --4.1 ---1
Bank Height Ratio ----------------1.0 ---1
d50 (mm)8.0 --14.0 --60.0 --125.0 ------4.0 ---1
Profile
Riffle Length (ft)---------------4.1 7.2 7.3 11.9 1.8 22
Riffle Slope (ft/ft)---------------0.000 0.008 0.006 0.021 0.006 22
Pool Length (ft)---------------1.8 4.6 4.4 8.1 1.8 22
Pool Max Depth (ft)-------------0.9 -0.6 1.1 1.1 2.2 0.3 22
Pool Spacing (ft)------------22.8 -38.0 8.0 13.9 14.0 19.1 3.2 21
Pattern
Channel Belt Width (ft)------------7.4 9.9 12.3 11.5 12.7 12.8 13.8 1.2 3
Radius of Curvature (ft)------------10.0 -15.0 4.7 7.0 7.2 9.2 2.3 3
Rc: Bankfull Width (ft/ft)---------------0.7 1.0 1.0 1.3 0.3 3
Meander Wavelength (ft)---------------11.5 12.5 12.1 13.8 1.2 3
Meander Width Ratio -------------2.6 -1.7 1.8 1.9 2.0 0.1 3
Substrate, Bed and Transport Parameters
Reach Shear Stress (Competency) lb/ft 2
Max Part Size (mm) Mobilized at Bankfull
Stream Power (Transport Capacity) W/m2
Additional Reach Parameters
Drainage Area (mi2)
Rosgen Classification
Bankfull Velocity (fps)
Bankfull Discharge (cfs)
Valley Length (ft)
* Channel Thalweg Length (ft)
^ Channel Centerline (ft)
Sinuosity
Water Surface Slope (ft/ft)
Bankfull Slope (ft/ft)
Bankfull Floodplain Area (acres)
% of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
^ Channel Centerline (ft): Based on stream centerline stationing from design stream stationing; accounts for breaks in conservation easement and utility right-of-ways.
Non-Applicable.
-
Table 7 Cont'd. Baseline Stream Data Summary
Fletcher Mitigation Site - Coats Branch Reach 1D (325 feet *)
Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline
-
---
----
----
B B4 B4 B4
0.07 2.4 0.07
-7.0 -5.0
-0.9 - 1.3 --
---325
---311
0.004 - 0.009 0.011 - 0.018 0.015 0.013
1.05 -1.12 1.05
--
---0.014
- Information unavailable.
--
--
Unstable -
---325

Fletcher Stream and Wetland Mitigation Site 163 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

.
Dimension Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7
Record Elevation (datum) Used 2124.8 2123.0 2118.8 2118.5 2106.8
Low Bank Height Elevation (datum) Used 2124.8 2123.0 2118.8 2118.5 2106.8
Bankfull Width (ft)7.1 10.9 10.9 7.6 16.6
Floodprone Width (ft)20.0 60.0 40.0 10.0 60.0
Bankfull Mean Depth (ft)0.3 1.7 0.9 0.3 1.2
Bankfull Max Depth (ft)0.6 2.7 1.8 0.5 3.0
Bankfull Cross Sectional Area (ft2)2.3 18.3 10.3 2.1 20.3
Bankfull Width/Depth Ratio 21.4 6.5 11.6 27.6 13.7
Bankfull Entrenchment Ratio 2.8 5.5 3.7 1.3 3.6
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Low Top of Bank Depth (ft)0.6 2.7 1.8 0.5 3.0
Dimension Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7
Record Elevation (datum) Used 2106.2 2101.4 2100.9 2093.5 2093.1
Low Bank Height Elevation (datum) Used 2106.2 2101.4 2100.9 2093.5 2093.1
Bankfull Width (ft)12.0 13.1 15.3 15.6 12.6
Floodprone Width (ft)50.0 35.0 50.0 60.0 50.0
Bankfull Mean Depth (ft)0.6 0.8 1.3 1.1 0.7
Bankfull Max Depth (ft)1.0 1.6 2.6 2.8 1.2
Bankfull Cross Sectional Area (ft2)7.5 10.4 20.5 16.9 9.2
Bankfull Width/Depth Ratio 19.2 16.5 11.4 14.4 17.4
Bankfull Entrenchment Ratio 4.2 2.7 3.3 3.9 4.0
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Low Top of Bank Depth (ft)1.2 1.6 2.6 2.8 1.5
Dimension Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7
Record Elevation (datum) Used 2079.0 2078.6 2075.5 2075.1
Low Bank Height Elevation (datum) Used 2079.0 2078.6 2075.5 2075.1
Bankfull Width (ft)10.2 9.7 10.1 9.8
Floodprone Width (ft)40.0 70.0 70.0 70.0
Bankfull Mean Depth (ft)0.7 1.2 1.6 0.8
Bankfull Max Depth (ft)1.3 2.3 2.4 1.2
Bankfull Cross Sectional Area (ft2)7.1 11.7 16.4 7.6
Bankfull Width/Depth Ratio 14.6 8.1 6.2 12.6
Bankfull Entrenchment Ratio 3.9 7.2 6.9 7.2
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Low Top of Bank Depth (ft)1.3 2.3 2.4 1.2
Cross Section 12 (Pool)
Fletcher Creek Reach 2B
Cross Section 11 (Riffle)
Fletcher Creek Reach 2B
Cross Section 13 (Pool)
Fletcher Creek Reach 2B
Cross Section 14 (Riffle)
Fletcher Creek Reach 2B
Cross Section 10 (Riffle)
Fletcher Creek Reach 2A
Cross Section 6 (Riffle)
Fletcher Creek Reach 1C
Cross Section 7 (Riffle)
Fletcher Creek Reach 2A
Cross Section 8 (Pool)
Fletcher Creek Reach 2A
Cross Section 9 (Pool)
Fletcher Creek Reach 2A
Table 8. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters – Cross Sections)
Fletcher Mitigation Site
Cross Section 5 (Pool)
Fletcher Creek Reach 1C
Cross Section 1 (Riffle)
Fletcher Creek Reach 1B
Cross Section 2 (Pool)
Fletcher Creek Reach 1B
Cross Section 3 (Pool)
Fletcher Creek Reach 1C
Cross Section 4 (Riffle)
Fletcher Creek Reach 1C

Fletcher Stream and Wetland Mitigation Site 164 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

.
Dimension Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7
Record Elevation (datum) Used 2082.5 2082.3 2076.2 2076.3 2074.9
Low Bank Height Elevation (datum) Used 2082.5 2082.3 2076.2 2076.3 2074.9
Bankfull Width (ft)9.1 9.7 9.8 10.4 9.7
Floodprone Width (ft)50.0 50.0 50.0 50.0 40.0
Bankfull Mean Depth (ft)0.6 1.1 1.0 0.6 0.5
Bankfull Max Depth (ft)1.1 2.0 1.7 0.9 0.7
Bankfull Cross Sectional Area (ft 2)5.4 10.4 9.4 6.2 4.7
Bankfull Width/Depth Ratio 15.5 9.1 10.1 17.4 20.4
Bankfull Entrenchment Ratio 5.5 5.1 5.1 4.8 4.1
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Low Top of Bank Depth (ft)1.1 2.0 1.7 0.9 0.7
Dimension Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7
Record Elevation (datum) Used 2074.8 2131.4 2131.4 2121.0 2121.1
Low Bank Height Elevation (datum) Used 2074.8 2131.4 2131.4 2121.0 2121.1
Bankfull Width (ft)8.3 5.6 6.9 5.2 7.4
Floodprone Width (ft)60.0 20.0 20.0 15.0 40.0
Bankfull Mean Depth (ft)1.5 0.5 0.5 0.3 0.7
Bankfull Max Depth (ft)2.5 1.2 1.3 0.7 1.5
Bankfull Cross Sectional Area (ft 2)12.7 2.7 3.4 1.6 5.1
Bankfull Width/Depth Ratio 5.4 11.6 13.8 16.5 10.7
Bankfull Entrenchment Ratio 7.2 3.6 2.9 2.9 5.4
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 1.0
Low Top of Bank Depth (ft)2.5 1.2 1.3 0.7 1.5
Dimension Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7 Base MY1 MY2 MY3 MY4 MY5 MY6 MY7
Record Elevation (datum) Used 2108.0 2107.9 2105.7 2105.6
Low Bank Height Elevation (datum) Used 2108.0 2107.9 2105.7 2105.6
Bankfull Width (ft)5.3 5.4 5.9 6.1
Floodprone Width (ft)20.0 20.0 25.0 25.0
Bankfull Mean Depth (ft)0.5 0.4 0.6 0.5
Bankfull Max Depth (ft)0.9 0.8 1.2 1.0
Bankfull Cross Sectional Area (ft 2)2.7 2.2 3.7 3.3
Bankfull Width/Depth Ratio 10.5 13.5 9.2 11.4
Bankfull Entrenchment Ratio 3.8 3.7 4.3 4.1
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
Low Top of Bank Depth (ft)0.9 0.8 1.2 1.0
Cross Section 25 (Pool)
Coats Branch 1C
Cross Section 26 (Riffle)
Coats Branch 1C
Cross Section 27 (Pool)
Coats Branch 1D
Cross Section 28 (Riffle)
Coats Branch 1D
Cross Section 24 (Pool)
Coats Branch 1B
Cross Section 20 (Pool)
Weston Creek 2B
Cross Section 21 (Pool)
Raccoon Branch 1D
Cross Section 23 (Riffle)
Coats Branch 1B
Cross Section 22 (Riffle)
Raccoon Branch 1D
Table 8 Cont'd. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters – Cross Sections)
Fletcher Mitigation Site
Cross Section 19 (Riffle)
Weston Creek 2B
Cross Section 15 (Riffle)
Weston Creek 1A
Cross Section 16 (Pool)
Weston Creek 1A
Cross Section 17 (Pool)
Weston Creek 1A
Cross Section 18 (Riffle)
Weston Creek 1A

Fletcher Stream and Wetland Mitigation Site 165 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)-7.1 ---1
Floodprone Width (ft)-20.0 ---1
Bankfull Mean Depth (ft)-0.3 ---1
Bankfull Max Depth (ft)-0.6 ---1
Bankfull Cross-Sectional Area (ft2)-2.3 ---1
Width/Depth Ratio -21.4 - - - 1
Entrenchment Ratio -2.8 - - - 1
Bank Height Ratio -1.0 - - - 1
Riffle Length (ft)4.8 8.5 8.0 13.1 2.5 13
Riffle Slope (ft/ft)0.002 0.018 0.014 0.044 0.013 13
Pool Length (ft)5.1 9.6 9.7 14.4 2.8 12
Pool Max Depth (ft)1.2 2.0 1.9 2.9 0.5 12
Pool Spacing (ft)14.6 27.9 29.4 40.5 8.0 11
Channel Belt Width (ft)17.7 18.2 17.8 19.0 0.7 3
Radius of Curvature (ft)17.0 22.7 25.0 26.0 4.9 3
Rc: Bankfull Width (ft/ft)2.0 2.6 2.9 3.0 0.6 3
Meander Wavelength (ft)17.7 18.2 17.8 19.1 0.8 3
Meander Width Ratio 2.0 2.1 2.0 2.2 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%30% 26% 32% 12% 0%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.016
0.015
1.12
380
Profile
Pattern
Additional Reach Parameters
B4
Table 9. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Fletcher Creek Reach 1B (380 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7
Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)7.6 9.8 9.8 12.0 3.1 2
Floodprone Width (ft)10.0 30.0 30.0 50.0 28.3 2
Bankfull Mean Depth (ft)0.3 0.5 0.5 0.6 0.2 2
Bankfull Max Depth (ft)0.5 0.8 0.8 1.0 0.4 2
Bankfull Cross-Sectional Area (ft2)2.1 4.8 4.8 7.5 3.8 2
Width/Depth Ratio 19.2 23.4 23.4 27.6 6.0 2
Entrenchment Ratio 1.3 2.7 2.7 4.2 2.0 2
Bank Height Ratio 1.0 1.0 1.0 1.0 0.0 2
Riffle Length (ft)3.4 10.9 11.1 21.1 4.9 44
Riffle Slope (ft/ft)0.000 0.009 0.007 0.029 0.008 44
Pool Length (ft)6.3 13.1 12.8 29.0 4.6 44
Pool Max Depth (ft)1.5 2.8 2.8 4.0 0.6 44
Pool Spacing (ft)13.5 35.0 34.4 96.1 13.5 43
Channel Belt Width (ft)18.7 20.2 19.7 22.3 1.9 3
Radius of Curvature (ft)17.2 21.0 20.6 25.3 4.1 3
Rc: Bankfull Width (ft/ft)1.8 2.2 2.2 2.7 0.5 3
Meander Wavelength (ft)18.7 20.2 19.7 22.3 1.9 3
Meander Width Ratio 2.0 2.1 2.1 2.4 0.2 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%32% 19% 38% 11% 0%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.012
0.012
1.10
1,541
Profile
Pattern
Additional Reach Parameters
B4
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Fletcher Creek Reach 1C (1,541 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7

Fletcher Stream and Wetland Mitigation Site 166 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)12.6 12.9 12.9 13.1 0.3 2
Floodprone Width (ft)35.0 42.5 42.5 50.0 10.6 2
Bankfull Mean Depth (ft)0.7 0.8 0.8 0.8 0.0 2
Bankfull Max Depth (ft)1.2 1.4 1.4 1.6 0.3 2
Bankfull Cross-Sectional Area (ft2)9.2 9.8 9.8 10.4 0.9 2
Width/Depth Ratio 16.5 17.0 17.0 17.4 0.6 2
Entrenchment Ratio 2.7 3.3 3.3 4.0 0.9 2
Bank Height Ratio 1.0 1.0 1.0 1.0 0.0 2
Riffle Length (ft)5.3 16.0 14.6 32.2 6.7 35
Riffle Slope (ft/ft)0.001 0.010 0.008 0.028 0.007 35
Pool Length (ft)5.6 10.8 10.2 25.3 4.2 34
Pool Max Depth (ft)1.2 2.5 2.6 3.7 0.7 34
Pool Spacing (ft)9.4 36.8 37.5 52.2 9.4 33
Channel Belt Width (ft)23.8 24.5 24.1 25.5 0.9 3
Radius of Curvature (ft)16.8 22.1 19.8 29.6 6.7 3
Rc: Bankfull Width (ft/ft)1.6 2.1 1.9 2.8 0.6 3
Meander Wavelength (ft)23.8 24.5 24.1 25.5 0.9 3
Meander Width Ratio 2.3 2.4 2.3 2.5 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%44% 15% 29% 12% 0%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.012
0.011
1.15
1,299
Profile
Pattern
Additional Reach Parameters
B4
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Fletcher Creek Reach 2A (1,299 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7
Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)9.8 10.0 10.0 10.2 0.3 2
Floodprone Width (ft)40.0 55.0 55.0 70.0 21.2 2
Bankfull Mean Depth (ft)0.7 0.7 0.7 0.8 0.1 2
Bankfull Max Depth (ft)1.2 1.3 1.3 1.3 0.1 2
Bankfull Cross-Sectional Area (ft2)7.1 7.4 7.4 7.6 0.3 2
Width/Depth Ratio 12.6 13.6 13.6 14.6 1.4 2
Entrenchment Ratio 3.9 5.5 5.5 7.2 2.3 2
Bank Height Ratio 1.0 1.0 1.0 1.0 0.0 2
Riffle Length (ft)5.3 16.0 14.6 32.2 6.7 35
Riffle Slope (ft/ft)0.001 0.010 0.008 0.028 0.007 35
Pool Length (ft)5.6 10.8 10.2 25.3 4.2 34
Pool Max Depth (ft)1.2 2.5 2.6 3.7 0.7 34
Pool Spacing (ft)9.4 36.8 37.5 52.2 9.4 33
Channel Belt Width (ft)18.0 19.9 19.2 22.6 2.4 3
Radius of Curvature (ft)23.5 25.3 24.8 27.5 2.0 3
Rc: Bankfull Width (ft/ft)2.2 2.4 2.3 2.6 0.2 3
Meander Wavelength (ft)17.9 19.9 19.2 22.6 2.4 3
Meander Width Ratio 1.7 1.9 1.8 2.1 0.2 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%44% 15% 29% 12% 0%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.012
0.011
1.10
1,510
Profile
Pattern
Additional Reach Parameters
B5
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Fletcher Creek Reach 2B (1,510 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7

Fletcher Stream and Wetland Mitigation Site 167 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)9.1 9.8 9.8 10.4 0.9 2
Floodprone Width (ft)50.0 50.0 50.0 50.0 0.0 2
Bankfull Mean Depth (ft)0.6 0.6 0.6 0.6 0.0 2
Bankfull Max Depth (ft)0.9 1.0 1.0 1.1 0.1 2
Bankfull Cross-Sectional Area (ft2)5.4 5.8 5.8 6.2 0.6 2
Width/Depth Ratio 15.5 16.4 16.4 17.4 1.3 2
Entrenchment Ratio 4.8 5.1 5.1 5.5 0.5 2
Bank Height Ratio 1.0 1.0 1.0 1.0 0.0 2
Riffle Length (ft)4.3 13.3 11.9 38.6 7.8 55
Riffle Slope (ft/ft)0.000 0.004 0.002 0.017 0.004 55
Pool Length (ft)5.7 13.1 12.8 26.1 4.3 54
Pool Max Depth (ft)1.1 1.7 1.7 2.6 0.4 54
Pool Spacing (ft)8.9 35.7 34.4 72.9 12.0 53
Channel Belt Width (ft)24.8 27.0 27.2 29.0 2.1 3
Radius of Curvature (ft)11.0 14.3 14.6 17.4 3.2 3
Rc: Bankfull Width (ft/ft)1.3 1.7 1.7 2.0 0.4 3
Meander Wavelength (ft)24.5 26.9 27.2 29.0 2.3 3
Meander Width Ratio 2.9 3.1 3.2 3.4 0.2 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%38% 15% 36% 11% 0%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.005
0.005
1.24
1,982
Profile
Pattern
Additional Reach Parameters
C5
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Weston Creek Reach 1A (1,982 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7
Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)-9.7 ---1
Floodprone Width (ft)-40.0 ---1
Bankfull Mean Depth (ft)-0.5 ---1
Bankfull Max Depth (ft)-0.7 ---1
Bankfull Cross-Sectional Area (ft2)-4.7 ---1
Width/Depth Ratio -20.4 - - - 1
Entrenchment Ratio -4.1 - - - 1
Bank Height Ratio -1.0 - - - 1
Riffle Length (ft)4.5 12.3 12.1 29.1 5.9 21
Riffle Slope (ft/ft)0.000 0.007 0.002 0.031 0.008 21
Pool Length (ft)5.6 14.8 14.0 26.8 6.9 21
Pool Max Depth (ft)1.4 2.0 2.0 2.7 0.3 21
Pool Spacing (ft)19.7 35.2 34.8 68.4 12.1 20
Channel Belt Width (ft)27.3 28.4 28.1 29.9 1.3 3
Radius of Curvature (ft)15.8 19.5 18.2 24.5 4.5 3
Rc: Bankfull Width (ft/ft)1.7 2.1 1.9 2.6 0.5 3
Meander Wavelength (ft)27.3 28.4 28.1 29.9 1.3 3
Meander Width Ratio 2.9 3.0 3.0 3.2 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%35% 9% 42% 14% 0%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.0026
0.0024
1.17
825
Profile
Pattern
Additional Reach Parameters
C5
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Weston Creek Reach 1B (825 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7

Fletcher Stream and Wetland Mitigation Site 168 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)-6.9 ---1
Floodprone Width (ft)-20.0 ---1
Bankfull Mean Depth (ft)-0.5 ---1
Bankfull Max Depth (ft)-1.3 ---1
Bankfull Cross-Sectional Area (ft2)-3.4 ---1
Width/Depth Ratio -13.8 - - - 1
Entrenchment Ratio -2.9 - - - 1
Bank Height Ratio -1.0 - - - 1
Riffle Length (ft)1.5 4.5 4.2 7.9 1.7 38
Riffle Slope (ft/ft)0.003 0.033 0.030 0.085 0.021 38
Pool Length (ft)1.7 5.4 5.0 12.7 2.6 37
Pool Max Depth (ft)0.6 1.0 1.1 1.4 0.2 37
Pool Spacing (ft)4.1 12.1 11.2 28.8 5.5 35
Channel Belt Width (ft)6.7 7.5 7.0 8.7 1.1 3
Radius of Curvature (ft)7.9 10.1 8.5 13.9 3.3 3
Rc: Bankfull Width (ft/ft)1.2 1.6 1.3 2.2 0.6 3
Meander Wavelength (ft)6.7 7.5 7.0 8.7 1.1 3
Meander Width Ratio 1.1 1.2 1.1 1.4 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%39% 0% 46% 8% 6%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.041
0.040
1.08
440
Profile
Pattern
Additional Reach Parameters
B4
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Raccoon Branch Reach 1D (440 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7
Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)-5.2 ---1
Floodprone Width (ft)-15.0 ---1
Bankfull Mean Depth (ft)-0.3 ---1
Bankfull Max Depth (ft)-0.7 ---1
Bankfull Cross-Sectional Area (ft2)-1.6 ---1
Width/Depth Ratio -16.5 - - - 1
Entrenchment Ratio -2.9 - - - 1
Bank Height Ratio -1.0 - - - 1
Riffle Length (ft)3.0 6.5 6.3 14.0 2.1 52
Riffle Slope (ft/ft)0.000 0.020 0.016 0.072 0.016 52
Pool Length (ft)1.2 3.4 3.2 6.3 1.2 51
Pool Max Depth (ft)0.2 1.2 1.1 2.5 0.4 51
Pool Spacing (ft)5.8 11.7 12.0 18.7 2.5 50
Channel Belt Width (ft)9.7 10.6 10.5 11.5 0.9 3
Radius of Curvature (ft)9.0 11.0 12.0 12.1 1.8 3
Rc: Bankfull Width (ft/ft)1.5 1.9 2.1 2.1 0.3 3
Meander Wavelength (ft)9.7 10.6 10.5 11.5 0.9 3
Meander Width Ratio 1.7 1.9 1.8 2.0 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%56% 0% 28% 10% 6%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.033
0.033
1.05
601
Profile
Pattern
Additional Reach Parameters
B4
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Coats Branch Reach 1B (606 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7

Fletcher Stream and Wetland Mitigation Site 169 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)-5.4 ---1
Floodprone Width (ft)-20.0 ---1
Bankfull Mean Depth (ft)-0.4 ---1
Bankfull Max Depth (ft)-0.8 ---1
Bankfull Cross-Sectional Area (ft2)-2.2 ---1
Width/Depth Ratio -13.5 - - - 1
Entrenchment Ratio -3.7 - - - 1
Bank Height Ratio -1.0 - - - 1
Riffle Length (ft)3.8 7.4 7.7 10.1 1.6 48
Riffle Slope (ft/ft)0.000 0.010 0.010 0.033 0.007 48
Pool Length (ft)1.2 4.6 4.2 7.3 1.4 48
Pool Max Depth (ft)0.6 1.0 1.0 1.4 0.2 49
Pool Spacing (ft)6.4 14.3 14.6 19.6 2.6 48
Channel Belt Width (ft)10.9 11.7 11.6 12.5 0.8 3
Radius of Curvature (ft)7.0 8.8 7.2 12.1 2.9 3
Rc: Bankfull Width (ft/ft)1.2 1.5 1.2 2.1 0.5 3
Meander Wavelength (ft)10.9 12.1 11.6 13.7 1.5 3
Meander Width Ratio 1.8 2.0 1.9 2.1 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%52% 0% 32% 11% 5%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.013
0.013
1.06
708
Profile
Pattern
Additional Reach Parameters
B4
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Coats Branch Reach 1C (708 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7
Parameter
Dimension & Substrate - Riffle Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n Min Mean Med Max SD n
Bankfull Width (ft)-6.1 ---1
Floodprone Width (ft)-25.0 ---1
Bankfull Mean Depth (ft)-0.5 ---1
Bankfull Max Depth (ft)-1.0 ---1
Bankfull Cross-Sectional Area (ft2)-3.3 ---1
Width/Depth Ratio -11.4 - - - 1
Entrenchment Ratio -4.1 - - - 1
Bank Height Ratio -1.0 - - - 1
Riffle Length (ft)4.1 7.2 7.3 11.9 1.8 22
Riffle Slope (ft/ft)0.000 0.008 0.006 0.021 0.006 22
Pool Length (ft)1.8 4.6 4.4 8.1 1.8 22
Pool Max Depth (ft)0.6 1.1 1.1 2.2 0.3 22
Pool Spacing (ft)8.0 13.9 14.0 19.1 3.2 21
Channel Belt Width (ft)11.5 12.7 12.8 13.8 1.2 3
Radius of Curvature (ft)4.7 7.0 7.2 9.2 2.3 3
Rc: Bankfull Width (ft/ft)0.7 1.0 1.0 1.3 0.3 3
Meander Wavelength (ft)11.5 12.5 12.1 13.8 1.2 3
Meander Width Ratio 1.7 1.8 1.9 2.0 0.1 3
Rosgen Classification
*Channel Thalweg Length (ft)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Bankfull Slope (ft/ft)
Ri% / Ru% / P% / G% / S%52% 0% 33% 10% 5%
* Channel Thalweg Length (ft): Based on actual thalweg calculations from the as-built survey, accounts for breaks in conservation easement and utility right-of-ways.
- Information Unavailable
N/A - Information does not apply.
Ri = Riffle / Ru = Run / P = Pool / G = Glide / S = Step
0.014
0.013
1.05
325
Profile
Pattern
Additional Reach Parameters
B4
Table 9 Cont'd. Monitoring Data - Stream Reach Data SummaryFletcher Mitigation Site - Coats Branch Reach 1D (325 feet *)
Baseline MY - 1 MY - 2 MY - 3 MY - 4 MY - 5 MY - 6 MY - 7

Fletcher Stream and Wetland Mitigation Site 170 Equinox
NCDMS Project No. 100004 Baseline Monitoring Document
Monitoring Year 0 of 7

This Page Intentionally Left Blank

Appendix E
As-Built Survey and Record Drawings Plan Set

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LODLODGRID NORTHNAD 83 (2011)CONTROL POINTRBCC "KEE" (1)GROUND COORDINATESN: 629176.98'E: 961505.95'ELEV: 2076.94'CONTROL POINTRBCC "KEE" (2)GROUND COORDINATESN: 628654.57'E: 961227.75'ELEV: 2075.41'CONTROL POINTRBCC "KEE" (5)GROUND COORDINATESN: 627106.70'E: 961034.08'ELEV: 2081.61'CONTROL POINTRBCC "KEE" (100)GROUND COORDINATESN: 627063.55'E: 960400.89'ELEV: 2075.74'CONTROL POINTRBCC "KEE" (18)GROUND COORDINATESN: 625736.06'E: 961460.01'ELEV: 2118.43'CONTROL POINTRBCC "KEE" (17)GROUND COORDINATESN: 625503.87'E: 961512.05'ELEV: 2116.59'CONTROL POINTRBCC "KEE" (16)GROUND COORDINATESN: 625112.54'E: 961756.41'ELEV: 2118.76'CONTROL POINTRBCC "KEE" (15)GROUND COORDINATESN: 624859.57'E: 962034.89'ELEV: 2126.01'CONTROL POINTRBCC "KEE" (14)GROUND COORDINATESN: 624460.78'E: 962227.27'ELEV: 2145.51'CONTROL POINTRBCC "KEE" (13)GROUND COORDINATESN: 624735.92'E: 962428.46'ELEV: 2152.71'CONTROL POINTRBCC "KEE" (300)GROUND COORDINATESN: 624640.07'E: 963023.07'ELEV: 2144.56'CONTROL POINTRBCC "KEE" (400)GROUND COORDINATESN: 624503.34'E: 962842.84'ELEV: 2145.02'CONTROL POINTRBCC "KEE" (9)GROUND COORDINATESN: 625930.60'E: 961594.13'ELEV: 2101.22'CONTROL POINTRBCC "KEE" (7)GROUND COORDINATESN: 626775.50'E: 961632.15'ELEV: 2094.89'FLOWFLETCHER CREEKCONTROL POINTRBCC "KEE" (10)GROUND COORDINATESN: 625663.35'E: 961738.42'ELEV: 2108.38'FLOWFLETCHER CRE EKREACH 1CFLOW
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JACKSON ROAD(SR 1539)CONTROL POINTRBCC "KEE" (3)GROUND COORDINATESN: 628345.49'E: 961467.88'ELEV: 2075.82'P.O. Box 2566Asheville, NC 28802(828) 575-9021www.keemap.comLicense # C-3039137OFTHIS MAP IS NOT FORRECORDATION, SALES, ORCONVEYANCES AND DOES NOTCOMPLY WITH G.S. 47-30MAPPING REQUIREMENTS.(NOT TO SCALE)MILLS GAP RDI-2 6 OLD HENDERSONVILLE RDOLDBRICKYARD RDPATTYSCHAPEL RDC A D B U R YWAYSOUTHERRD ANGEL LNHOOPERSCREEK RDH U T C HMOUN T A I N R D PATTI DRHENDERSONVILLE RDFANNINGBRIDGE RDF L Y N NBRAN C H R DHOWARDGAP R DDRAKEFARM RDWESTON WAYLEWIS RDJACKSON RDT O A S H E V IL L ESURVEYAREA
"FLETCHER SITE MITIGATION PROJECT"EW SOLUTIONS, LLC.HENDERSON COUNTY, NORTH CAROLINA"FLETCHER SITE MITIGATION PROJECT"SPO FILE NO's. 45-CZ, 45-DA, & 45-DBTHE STATE OF NORTH CAROLINA,NCDEQ: DIVISION OF MITIGATION SERVICESSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 100004AN AS-BUILT SURVEY FOR:SHEET TITLESHEET #12COVER SHEET - FLETCHER SITE MITIGATION PROJECTSTREAM DATA: "BEGIN FLETCHER CREEK"3STREAM DATA: "FLETCHER CREEK INTERSECTION WITH RACCOON BRANCH"4STREAM DATA: "FLETCHER CREEK"5STREAM DATA: "FLETCHER CREEK"6STREAM DATA: "FLETCHER CREEK INTERSECTION WITH COATES BRANCH"7STREAM DATA: "FLETCHER CREEK"8STREAM DATA: "FLETCHER CREEK"9STREAM DATA: "FLETCHER CREEK"10STREAM DATA: "FLETCHER CREEK"11STREAM DATA: "FLETCHER CREEK"12STREAM DATA: "END FLETCHER CREEK"13STREAM DATA: "BEGIN RACCOON BRANCH"14STREAM DATA: "RACCOON BRANCH INTERSECTION WITH FLETCHER CREEK"15STREAM DATA: "BEGIN COATES BRANCH"16STREAM DATA: "COATES BRANCH"17STREAM DATA: "COATES BRANCH"18STREAM DATA: "COATES BRANCH INTERSECTION WITH FLETCHER CREEK"19STREAM DATA: "BEGIN WESTON CREEK"20STREAM DATA: "WESTON CREEK"21STREAM DATA: "WESTON CREEK"22STREAM DATA: "WESTON CREEK"23STREAM DATA: "WESTON CREEK"24STREAM DATA: "END WESTON CREEK"25STREAM DATA: "CROSS SECTION PROFILES 1-8 "26STREAM DATA: "CROSS SECTION PROFILES 9-19"27STREAM DATA: "CROSS SECTION PROFILES 20-28"28STREAM DATA: "LONGITUDINAL PROFILE- FLETCHER CREEK"2930STREAM DATA: "LONGITUDINAL PROFILE- FLETCHER CREEK"31STREAM DATA: "LONGITUDINAL PROFILE- FLETCHER CREEK"32STREAM DATA: "LONGITUDINAL PROFILE- FLETCHER CREEK"33STREAM DATA: "LONGITUDINAL PROFILE- RACCOON BRANCH"34STREAM DATA: "LONGITUDINAL PROFILE- COATES BRANCH"35STREAM DATA: "LONGITUDINAL PROFILE- COATES BRANCH"36STREAM DATA: "LONGITUDINAL PROFILE- WESTON CREEK"37STREAM DATA: "LONGITUDINAL PROFILE- WESTON CREEK"STREAM DATA: "LONGITUDINAL PROFILE- WESTON CREEK"SHEET 13SHEET 2SHEET 3SHEET 6SHEET 7SHEET 8SHEET 9SHEET 10SHEET 11SHEET 12SHEET 19SHEET 23SHEET 24SHEET 16CONTROL POINTRBCC "KEE" (201)GROUND COORDINATESN: 624820.25'E: 962937.47'ELEV: 2129.54'SHEET 17
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0+000+100+200+300+400+500+60212421252126212721282129213021242125212621272128212921300+000+100+200+300+400+500+602120212121222123212421252126212721282120212121222123212421252126212721280+000+100+200+300+400+500+60211821192120212121222123212421182119212021212122212321240+000+100+200+300+400+500+600+702116211721182119212021212122212321242116211721182119212021212122212321240+000+100+200+300+400+500+600+7021022103210421052106210721082109211021112112210221032104210521062107210821092110211121120+000+100+200+300+400+500+600+70210421052106210721082109211021042105210621072108210921100+000+100+200+300+400+500+600+702098209921002101210221032104210521062098209921002101210221032104210521060+000+100+200+300+400+500+600+70209820992100210121022103210421052106209820992100210121022103210421052106LEGENDHORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000425STREAM DATA:CROSS SECTION PROFILES1-8
0+000+100+200+300+400+500+600+702090209120922093209420952096209720982090209120922093209420952096209720980+000+100+200+300+400+500+60209020912092209320942095209620902091209220932094209520960+000+100+200+300+400+500+600+700+8020762077207820792080208120822076207720782079208020812082LEGEND0+000+100+200+300+400+500+600+700+80207620772078207920802081208220762077207820792080208120820+000+100+200+300+400+500+600+700+80207220732074207520762077207820722073207420752076207720780+000+100+200+300+400+500+600+700+80207220732074207520762077207820722073207420752076207720780+000+100+200+300+400+5020802081208220832084208020812082208320840+000+100+200+300+400+5020802081208220832084208020812082208320840+000+100+200+300+400+5020742075207620772078207420752076207720780+000+100+200+300+400+5020742075207620772078207420752076207720780+000+100+200+300+400+500+600+702074207520762077207820742075207620772078HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000426STREAM DATA:CROSS SECTION PROFILES9-19
0+000+100+200+300+400+50213021312132213321342135213621302131213221332134213521360+000+100+200+300+400+50213021312132213321342135213621302131213221332134213521360+000+100+200+300+4021202121212221232124212021212122212321240+000+100+200+300+400+500+600+7020722073207420752076207720782072207320742075207620772078LEGEND0+000+100+200+300+400+50211821192120212121222123212421182119212021212122212321240+000+100+200+300+400+50210621072108210921102111211221062107210821092110211121120+000+100+200+300+400+50210621072108210921102111211221062107210821092110211121120+000+100+200+300+400+50210421052106210721082109211021042105210621072108210921100+000+100+200+300+400+5021042105210621072108210921102104210521062107210821092110HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'HORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 4'DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000427STREAM DATA:CROSS SECTION PROFILES20-28
106+00106+20106+40106+60106+80107+00107+20107+40107+60107+80108+00108+20108+40108+60108+80109+00109+20109+40109+60109+80110+00110+20110+40110+6021182120212221242126212821302118212021222124212621282130110+60110+80111+00111+20111+40111+60111+80112+00112+20112+40112+60112+80113+00113+20113+40113+60113+80114+00114+20114+40114+60114+80115+00115+2021122114211621182120212221242112211421162118212021222124LEGENDCROSS-SECTION #1CROSS-SECTION #2INTERSECTION W/ RACOON BRANCHEND REACH 1B, BEGIN REACH 1CCROSS-SECTION #3CROSS-SECTION #460'' CMPHORIZONTAL: 1" = 40' VERTICAL: 1" = 4'DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000428STREAM DATA:LONGITUDINAL PROFILEFLETCHER CREEK
124+40124+60124+80125+00125+20125+40125+60125+80126+00126+20126+40126+60126+80127+00127+20127+40127+60127+80128+00128+20128+40128+60128+80129+00209020922094209620982096209821002102210421062108211020962098210021022104210621082110LEGEND129+00129+20129+40129+60129+80130+00130+20130+40130+60130+80131+00131+20131+40131+60131+80132+00132+20132+40132+60132+80133+00133+20133+40133+6020902092209420962098INTERSECTION W/ COATES BRANCHEND REACH 1C, BEGIN REACH 2ACROSS-SECTION #7CROSS-SECTION #8HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'CROSS-SECTION #9CROSS-SECTION #10DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000429STREAM DATA:LONGITUDINAL PROFILEFLETCHER CREEK
LEGEND133+60133+80134+00134+20134+40134+60134+80135+00135+20135+40135+60135+80136+00136+20136+40136+60136+80137+00137+20137+40137+60137+80138+00138+20208620882090209220942096208620882090209220942096138+20138+40138+60138+80139+00139+20139+40139+60139+80140+00140+20140+40140+60140+80141+00141+20141+40141+60141+80142+00142+20142+40142+60142+802080208220842086208820802082208420862088HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'END REACH 2ABEGIN REACH 2BDATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000430STREAM DATA:LONGITUDINAL PROFILEFLETCHER CREEK
LEGEND142+80143+00143+20143+40143+60143+80144+00144+20144+40144+60144+80145+00145+20145+40145+60145+80146+00146+20146+40146+60146+80147+00147+20147+4020782080208220842078208020822084152+00152+20152+40152+60152+80153+00153+20153+40153+60153+80154+00154+20154+40154+60154+80155+00155+20155+40155+60155+80156+00156+20156+40207020722074207620782080207020722074207620782080147+40147+60147+80148+00148+20148+40148+60148+80149+00149+20149+40149+60149+80150+00150+20150+40150+60150+80151+00151+20151+40151+60151+80152+00207420762078208020822084207420762078208020822084HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'60'' CMPCROSS-SECTION #13CROSS-SECTION #14CROSS-SECTION #11CROSS-SECTION #12DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000431STREAM DATA:LONGITUDINAL PROFILEFLETCHER CREEK
LEGEND214+90215+00215+20215+40215+60215+80216+00216+20216+40216+60216+80217+00217+20217+40217+60217+80218+00218+20218+40218+60218+80219+00219+20219+402118212021222124212621282130213221342136213821402142214421182120212221242126212821302132213421362138214021422144HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'END REACH 1C, BEGIN REACH 1DCROSS-SECTION #21CROSS-SECTION #22DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000432STREAM DATA:LONGITUDINAL PROFILERACCOON BRANCH
LEGEND302+60302+80303+00303+20303+40303+60303+80304+00304+20304+40304+60304+80305+00305+20305+40305+60305+80306+00306+20306+40306+60306+80307+00212221242126212821302132213421362138212221242126212821302132213421362138307+00307+20307+40307+60307+80308+00308+20308+40308+60308+80309+00309+20309+40309+60309+80310+00310+20310+40310+60310+80311+00311+20311+402112211421162118212021222124212621122114211621182120212221242126HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'END REACH 1A, BEGIN REACH 1BCROSS-SECTION #24CROSS-SECTION #23END REACH 1B, BEGIN REACH 1C36'' CMPDATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000433STREAM DATA:LONGITUDINAL PROFILECOATES BRANCH
311+40311+60311+80312+00312+20312+40312+60312+80313+00313+20313+40313+60313+80314+00314+20314+40314+60314+80315+00315+20315+40315+60315+802106210821102112211421062108211021122114LEGEND315+80316+00316+20316+40316+60316+80317+00317+20317+40317+60317+80318+00318+20318+40318+60318+80319+00319+20319+40319+60319+802100210221042106210821102112211421002102210421062108211021122114CROSS-SECTION #25CROSS-SECTION #26HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'END REACH 1C, BEGIN REACH 1DCROSS-SECTION #27CROSS-SECTION #28DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000434STREAM DATA:LONGITUDINAL PROFILECOATES BRANCH
LEGEND400+00400+20400+40400+60400+80401+00401+20401+40401+60401+80402+00402+20402+40402+60402+80403+00403+20403+40403+60403+80404+00404+20404+40404+6020822084208620882082208420862088404+60404+80405+00405+20405+40405+60405+80406+00406+20406+40406+60406+80407+00407+20407+40407+60407+80408+00408+20408+40408+60408+80409+00409+20207820802082208420862088207820802082208420862088HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'CROSS-SECTION #15CROSS-SECTION #16DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000435STREAM DATA:LONGITUDINAL PROFILECOATES BRANCH
LEGEND409+20409+40409+60409+80410+00410+20410+40410+60410+80411+00411+20411+40411+60411+80412+00412+20412+40412+60412+80413+00413+20413+40413+60413+80207620782080207620782080413+80414+00414+20414+40414+60414+80415+00415+20415+40415+60415+80416+00416+20416+40416+60416+80417+00417+20417+40417+60417+80418+00418+20418+402074207620782080208220742076207820802082HORIZONTAL: 1" = 40' VERTICAL: 1" = 4'CROSS-SECTION #17DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000436STREAM DATA:LONGITUDINAL PROFILEWESTON CREEK
418+40418+60418+80419+00419+20419+40419+60419+80420+00420+20420+40420+60420+80421+00421+20421+40421+60421+80422+00422+20422+40422+60422+80423+00207220742076207820802082207220742076207820802082423+00423+20423+40423+60423+80424+00424+20424+40424+60424+80425+00425+20425+40425+60425+80426+00426+20426+40426+60426+80427+00427+20427+40427+60427+8020702072207420762078208020822070207220742076207820802082LEGENDCROSS-SECTION #18END REACH 1A, BEGIN REACH 1BCROSS-SECTION #19CROSS-SECTION #20END REACH 1B, BEGIN REACH 1CHORIZONTAL: 1" = 40' VERTICAL: 1" = 4'DATEREVISIONS#OF37PROJECT:FLETCHER SITEMITIGATION PROJECTSHEET TITLE:AN AS-BUILT SURVEY FOR:EW SOLUTIONS, LLC.ELEVATION DATUM: NAVD 88CONTOUR INTERVAL: 1 FOOTSPO FILE NO's. 45-CZ, 45-DA, & 45-DBSPO FILE NO's. 45-CY, 45-CXDMS PROJECT NO. 10000437STREAM DATA:LONGITUDINAL PROFILEWESTON CREEK
EW SOLUTIONS, LLC
FLETCHERI
1 HOWARD GAP RD.I
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US-25
VICINITY MAP
NOT TO SCALE
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MITIGATIONPROJECT
FLETCHER CREEK
HENDERSON COUNTY, NORTH CAROLINA
SHEET
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}; 0
CHRIS ENGL
PROJECT ENGINEER
FINAL PLANS
2/20/2010
1
EROSION CONTROL PLANS
3/19/2010
2
DETAIIS, NOTES, PLAN LINE WORE
3/27/2018
3
DETAILS, NOTES, PLAN SHEETS
4/10/2018
4
EROSION CONTROL PLANS
5/b/2010
5
EROSION CONTROL PLANS
7/b/2018
B
EROSION CONTROL PLANS
7/2B/:010
7
EROSION 11hiR01• PLAN
2/20/2010
B
AS_BUB,T PLANS - RECORD SET
4/17/2014
REVISIONS
AS -BUILT PLANS
Prepared for:
rk fl
NC DMS
HARRY TSOMIDES
PROJECT MANAGER

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2 AB-32

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