20071764 Ver 1_Year 1 Monitoring Report_20090709

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North Muddy Creek Mitigation Report,-:
McDowell and Burke Counties, North Carolina "UL
USGS HUC: 03050101040020
Project ID No. 16-DO6115
Before
Prepared for:
Environmental Banc & Exchange
909 Capability Drive, Suite 3100
Raleigh, NC 27606
Submitted to:
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M?YSMII
NCD ENR- Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
March 2009
©Kimley-l{orn and Associates, Inc. 2009
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Executive Summary
i
The North Muddy Creek site consists of five separate stream reaches and three wetland
- areas. Unnamed Tributary 1 (UT 1) and its associated wetland areas are located just north
of Interstate 40 on the McDowell/Burke County line on property owned by J. David and
Betty Jean Connolly. UT2, UT4, and UT5 and their associated wetland areas are located
immediately south of Interstate 40 in McDowell County on property owned by James G.
- Benfield. UT6 and its associated wetland area is located south of Interstate 40 in
McDowell County on property owned by Robert E. Price (see Figure 1). The project
li
streams
e within the Catawba River Basin (Hydrologic Unit Code 03050101040020)
and the North Carolina Division of Water Quality (NCDWQ) sub-basin 03-08-30.
UT 1 flows east to west and drains into Muddy Creek. UT 1 is a perennial stream that
begins at an off-site pond and is divided into two reaches (Upper UT 1 and Lower UT 1).
The stream enters the project site in a steep valley setting and flows into the flat
! floodplain of Muddy Creek (see Figure 2). Prior to restoration, cattle had open access to
both stream reaches, which actively degraded the buffer, banks, bed, and water quality.
Lower UTl also had been historically straightened and dredged. The spoils of the
- dredging that had been deposited on the banks formed berms that acted like hydrologic
. barriers, preventing frequent flood flows from inundating the adjacent wetland areas.
UT 1 contains two on-site jurisdictional wetlands, which have been enhanced.

- UT5 is a perennial stream that had been historically straightened (see Figure 3) prior to
• restoration. The lower reach of UT5 was incised, lacked in-stream habitat, and was not
connected to its floodplain. There was minimal to no woody buffer along this section of
UT5. UT5 contains a jurisdictional wetland at the toe of the valley slope. Prior to its
. enhancement/preservation, the wetland area had been degraded along its outer boundary
due to periodic tilling and open cattle access.
UT6 is a perennial stream that had been historically straightened and cleared (see Figure
- 4). Prior to restoration, the wetland hydrology had been removed because of the ditching,
channelization of the associated stream, and severely limited infiltration of ponded
waters. The land surface of this area had been smoothed, crowned, ditched, altered by
cattle access, and stripped of forest cover.

The restoration reaches included all of UTl and UT6 and the lower section of UT5. Prior
to construction, these reaches had minimal woody riparian buffers, failed culvert
crossings, and livestock access. In addition, the reaches had been physically altered
. (straightened) in the past. These impairments created unstable bed and banks and excess

• sediment, nutrients, and biochemical demand (BOD). These problems combined with the
lack of sufficient re-oxygenating riffle features, reduced dissolved oxygen within the
water column. Water quality also was diminished due to raised turbidity from bank
erosion and elevated water temperatures caused by the lack of tree shading. Habitat
potential was reduced by the diminished water quality and loss of physical habitat such as
bed features, woody debris, and a well developed vegetative community.

. i

The enhancement reach was located amidst two preservation reaches along UT5. Prior to
construction, this reach was mainly affected by incision, livestock access, and adjacent
eroding dirt roads. The enhancement reach was aggrading, causing a lack of diversity,
habitat, and degraded water quality. This reach was enhanced (enhancement level I and
II) through livestock exclusion fencing and was reattached to its floodplain through the
addition of log sills for grade control. The log sills also added riffles and pools to help
diversify the bed form and add habitat.
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The preservation reaches included UT2, UT4, and UT5, which are headwater streams that
flow into Muddy Creek (see Figures 3 and 5). These reaches were stable, had a mature
woody riparian buffer, and were not incised. Steep slopes prevented livestock from
accessing the reaches. These reaches were protected with a recorded permanent
conservation easement.
Wetland enhancement areas located in UT 1 and UT5 are hydrated by their connection to
the groundwater table, hill slope seepage, runoff, and over-bank flooding from the nearby
streams. Modifications to these enhancement areas included livestock exclusion and
supplemental plantings.
Wetland restoration areas located in UT 1 and UT6 were modified by grading (a
maximum of 6 inches) to bring the ground elevation within a foot of the mean growing
season water table. The land surface was reshaped to allow over-bank flows to route
though the wetland. The grading also created microtopography to increase ponded water
detention and infiltration times. The areas that were open fields were revegetated with
woody species, thereby increasing hydraulic roughness of the floodplain, leading to an
increase in the duration of flooding in these areas. Restoring the streams and backfilling
the ditches will restore the local ground water table and increase the frequency and
duration of flooding from smaller storm events.
Goals and Oblectives
Based on the site conditions described above, the goals and objectives achieved by this
project include:
Goals achieved:
¦ Provided an ecological uplift by improving water quality; and
¦ Provided an ecological uplift by re-establishing and improving terrestrial and aquatic
habitat and diversity.
Objectives achieved:
¦ Removed excess nutrients and sediment through the use of vegetative buffers;
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¦ Increased dissolved oxygen concentrations through the use of in-stream structures and
the turbulence they produce in pools;
¦ Stabilized stream banks using bioengineering and/or natural channel design
techniques;
¦ Improved substrate through the use of structures and the elimination of major on-site
sediment sources;
¦ Created habitat diversity by introducing woody structures such as log vanes and
rootwads;
¦ Reduced temperature by restoring canopy in the buffer areas;
¦ Reconnected streams to their adjacent floodplains and wetlands;
¦ Raised groundwater levels in adjacent wetlands by raising channel bed elevations;
¦ Removed and/or plugged ditches that previously drained historic wetlands;
¦ Created micro-topography by regarding and ripping wetlands;
¦ Broke up historically compacted soils to allow groundwater to reach the surface and
wetland vegetation to flourish;
¦ Controlled the invasive exotics by removing them during construction;
¦ Preserved stable on-site streams and riparian buffers draining into the
enhancement/restoration reaches;
¦ Excluded livestock through fencing;
¦ Improved crossings by replacing pipes and/or stabilizing outfalls; and
¦ Protected site assets through the recordation of a conservation easement.
The streams were restored using either Rosgen Priority 1 or Priority 2 methodologies.
Priority 1 was employed along the wetland restoration areas to restore the groundwater
table and increase over-bank flooding in small storm events. The wetland and riparian
areas were ripped to remove compaction from the livestock and create microtopography.
The riparian buffer and wetlands were replanted or planted with supplemental, native
woody species to restore ecological function to the buffer and wetlands.
All stream reaches (restoration, enhancement, and preservation) are protected with a
recorded permanent conservation easement. As shown in Tables 1 and 2 below, the
mitigation work at the site resulted in the restoration, enhancement, and/or preservation
of 7,960 linear feet of stream for a total of 4,996 stream mitigation units (SMUs) and 20.2
acres of riparian/non-riparian wetlands for a total of 16.4 wetland mitigation units
(WMUs).
iii
Table 1: Stream Mitic,ation Summarv

Stream Stream Stream
Stream
Project Enhancement Enhancement

Stream Restoration
(linear feet)
Level I
(linear feet)
Level II
(linear feet) Preservation
(linear feet) Total
Total Site ;;,974 337 336 3,313 7,960
Total SMUs 3,974 225 134 663 4.996
Table 2: Wetland Mitigation Summarv
Riparian Riparian Riparian Non-
Project Wetland Wetland Wetland Riparian Riparian
Wetlands Restoration Enhancement Preservation Total Wetland Total
(acres) (acres) (acres) (acres) Restoration
(acres)
Total Site 11.4 3.7 2.5 17.6 2.6 20.2
Total WMUs 11.4 1.9 0.5 13.8 2.6 16.4
Monitoring in 2008 through 2012 will assess the site's streams to determine restoration
success. The monitoring plan has been established based on guidance provided by
Stream Mitigation Guidelines disseminated by the United States Army Corps of
Engineers - Wilmington District (McLendon, Scott, Fox, St. John et al. 2003) and the
most current version of the North Carolina Ecosystem Enhancement Program (EEP)
documents entitled "Content, Format, and Data Requirements for EEP Monitoring
Reports." Streams will be monitored for stability using cross section and longitudinal
profile surveys and photo documentation.
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Table of Contents
Narrative .........................................................................
Monitoring Plan ..............................................................
Stream Monitoring ......................................................
Riparian Buffer and Wetlands Vegetation ....................
Wetland Hydrology .....................................................
References .......................................................................
List of Tables
............................................. I
...........................................10
...........................................10
...........................................11
...........................................11
...........................................12
Table 1: Stream Mitigation Summary ............................................................................ ii
Table 2: Wetland Mitigation Summary .........................................................................iii
Table 3: Stream Mitigation Summary by Reach ............................................................. 3
Table 4: Wetland Mitigation Summary by Reach ........................................................... 3
Table 5: Mitigation Units Summary ............................................................................... 3
List of Figures
Figures 1: Vicinity Map ..............................................................................5
Figures 2: Project Component/Asset Map - UT1 ................................................6
Figures 3: Project Component/Asset Map - UT5 ................................................7
Figures 4: Project Component/Asset Map - UT6 ................................................8
Figures 5: Project Component/Asset Map - UT2 and UT4 ....................................9
List of Attachments
Attachment l: Record Set
Attachment 2: Baseline Monitoring (Equinox Environmental Consulting and Design, Inc)
v
Narrative
The North Muddy Creek site consists of five separate project reaches. The first reach,
Unnamed Tributary 1 (UT 1), is located just north of Interstate 40 on the
McDowell/Burke County line. UT5 and UT6 are both located south of Interstate 40 in
McDowell County (see Figure 1). The project streams lie within the Catawba River
Basin (Hydrologic Unit Code 03050101040020) and the North Carolina Division of
Water Quality (NCDWQ) sub-basin 03-08-30. The site is defined by the conservation
easement surrounding the stream and riparian buffers that cover approximately 34.8
acres.
Prior to construction, the site consisted of five unnamed tributaries and associated
wetlands (UT1, UT2, UT4, UT5, and UT6), which included approximately 7,960 linear
feet of unnamed tributaries to Muddy Creek. The land adjacent to the site (outside of the
conservation easement) is being used for cattle grazing and hay production. It also
included portions of undisturbed forest. All five systems drain a watershed consisting of
predominately forest and agricultural land.
The pasture land surrounding the streams, wetlands, and wetland restoration areas lacked
strong rooted vegetation (e.g., woody or deep-rooted herbaceous vegetation). Pasture
grasses dominated most of the riparian buffer with isolated specimens of hardwoods.
These areas were highly impacted by livestock access and historical ditching and
channelization. Most of the stream banks were actively failing predominantly due to
hoof shear. Stream features were obliterated by continuous livestock access.
Based on the above site conditions, the goals and objectives achieved by this project
include:
Goals achieved:
¦ Improved water quality, and
¦ Re-established and improved terrestrial and aquatic habitat and diversity.
Objectives achieved:
¦ Removed excess nutrients and sediment through the use of vegetative buffers;
¦ Increased dissolved oxygen concentrations through the use of in-stream structures and
the turbulence they produce in pools;
¦ Stabilized stream banks using bioengineering and/or natural channel design
techniques;
¦ Improved substrate through the use of structures and the elimination of major on-site
sediment sources;
¦ Created habitat diversity by introducing woody structures such as log vanes and
rootwads;

¦ Reduced temperature by restoring canopy in the buffer areas;
- ¦ Controlled the invasive exotics by removing them during construction;

¦ Preserved stable on-site streams and riparian buffers draining into the
enhancement/restoration reaches;
¦ Excluded livestock through fencing;
¦ Improved crossings by replacing pipes and/or stabilizing outfalls,
•

• ¦ Created vernal pools and oxbow lakes; and
¦ Protected site assets through the recordation of a conservation easement.
Applying Rosgen Priority 1 and 2 methodologies, natural channel design techniques were
used to adjust the channel dimension, pattern, and profile to a stable configuration for
- each restoration reach. The configuration was based on reference reach morphology,
values from regional curves, regime equations, experience from other restoration
projects, and the existing channel morphology (see Figures 2-5).
•
Upper UT 1 was designed as a Rosgen B stream because of its setting in a steep valley.
Lower UT I, UT5, and UT6 were designed as Rosgen C streams with high width-to-depth
ratios and point bars. The wetlands on UT1 and UT5 were designed to be riparian
- bottomland hardwood areas. The wetlands on UT6 were designed to be mostly riparian
bottomland hardwood areas with some non-riparian areas at the toe of slope away from
the streams.

- The middle section of UT5 was enhanced (enhancement levels I and II) through livestock
exclusion fencing and woody structure placement. This reattached the stream to its
historic floodplain, diversified the bed form, and added additional habitat areas.
i
- UT2, UT4, and stable reaches of UT5 and their riparian buffers were preserved. All
stream reaches (restoration, enhancement, and preservation) are protected with a recorded
permanent conservation easement (see Figures 2-5).

Wetland enhancement areas located in UT 1 and UTS are hydrated by their connection to
the groundwater table, hill slope seepage, runoff, and over-bank flooding from the nearby
streams. Modifications to these enhancement areas included livestock exclusion and
- supplemental plantings.
Wetland restoration areas located in UT 1 and UT6 were modified by grading (a
maximum of 6 inches) to bring the ground elevation within a foot of the mean growing
season water table. The land surface was reshaped to allow over-bank flows to route
though the wetland. The grading also created microtopography to increase ponded water
detention and infiltration times. The areas that were open fields were revegetated with
woody species, thereby increasing hydraulic roughness of the floodplain, leading to an
- increase in the duration of flooding in these areas. Restoring the streams and backfilling
- the ditches will restore the local ground water table and increase the frequency and
duration of flooding from smaller storm events.

- 2

The riparian buffer of the entire easement was planted in five zones. Zone 1, the stream
bank zone, consisted of planted tree and shrub species and seeded native herbaceous
species typically found along stream banks in the region. Zone 2, a forested riparian area,
consisted of selected tree and shrub species that are tolerant of inundation and saturation.
Zone 3 was a transitional zone between the other zones and the conservation easement. It
included a mixture of light-tolerant, canopy, and understory species. Zone 4, a
wetland/bottomland hardwood zone, covered planting zones in the wetland restoration
areas where the inundation or saturation occurs for a long enough period of time during
the growing season to select species more adapted to hydric conditions. Zone 5 included
areas that already had appropriate native forest vegetation. In these areas, supplemental
tree and shrub species were planted as needed. Zone 1 was planted with live stakes, and
Zones 2 through 5 were planted with bare root seedlings. Plant spacing was determined
according to planting type.
Inspection of the vegetation plots during the baseline monitoring phase showed that the
planting density matched the density prescribed in the planting plan. It should be noted
that Zone 5 plantings in currently forested areas are supplemental. As a result, the actual
densities may reflect the spacing of mature forested areas.
Table 3: Stream Mitigation Summarv by Rrarh
Stream Stream Stream
Project
St
Restoration Enhancement Enhancement Preservation Total
ream (linear feet) Level I
(linear feet) Level If
(linear feet) (linear feet)
U11 2,257 0 0 0 2,257
UT2 0 0 0 1,172 1,172
UT4 0 0 0 1,421 1,421
UT5 550 337 336 720 1,943
UT6 1,167 0 0 0 1,167
Total

Site 3,974 337 336 3,313 7,960
Total

SMUs 3,974 225 134 663 4,996
3
Table 4: Wetland Mitigation Summarv by Reach

Project Riparian
Wetland Riparian
Wetland Riparian
Wetland
Riparian Non-
Riparian
Total
Total Wetland
Wetlands Restoration Enhancement Preservation (Acres)
(Acres) (Acres) (Acres) (Acres) Restoration
Acres
UTI 3.3 3.0 0.3 10.1 0 10.1
UT2 - - - - - -
UT4 - - - - - -
UT5 0 0.7 2.2 2.9 0 2.9
UT6 8.1 0 0 6.2 2.6 8.8
Total
11.4 3.7 2.5 17.6 2.6 20.2
Site
Total
11.4 1.9 0.5 13.8 2.6 16.4
WMUs
Table 5: Mitigation Units Summarv
Contract As-built Contract As-built Contract As-built
Stream Stream Riparian Riparian Non-Riparian Non-Riparian
Mitigation Mitigation Wetland Wetland Wetland Wetland
Units Units Mitigation Units Mitigation Mitigation Mitigation Units
(SMUs) (SMUs) (WMUs) Units Units (WMUs)
(WMUs) WMUs)
5,014 4,996 12 13.8 2.4 2.6
4
5
ac
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Legend _ 7
m.
Easement
Monitoring Well Locations _
Wetlands "; -
f
Preservation (Riparian)
Enhancement (Riparian) a
Restoration (Non-Riparian)
Restoration (Riparian) t
Streams
Preservation
Enhancement I
Enhancement II 0 125 250
Restoration w?e
s Feet
Title Project Component/Asset Map - UT1
Submitted t.: North Muddy Creek Site
Pro]ect McDowell and Burke Counties, North Carolina
l'cxlsy5te111 Date Project Number Figure
3/3/09 16-DO6115 2
6

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-

Directions >ron, ::aieigh, IC. .
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1. Follow 1-40 W toward Marion
2. Take exit 94 and take right onto Dysartville Rd. 0.7 ac
w
3. Turn left onto Hwy 70
4. In approx. 1 mile west, turn left onto Muddy Creek Rd
5. Follow Muddy Creek Rd. for approx 1 mile, crossing _

6. under 1-40.
Turn left onto a private drive owned by Mr. Benfield 2.2 ac

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}
- a
Legend _
E t
asement -
L
Monitoring Well Locations y
Wetlands

Preservation (Riparian)
Enhancement (Riparian) -
r t.

i= Restoration (Non-Riparian) _
Restoration (Riparian) -
Streams
© Preservation -

Enhancement I
Enhancement II°
0 100 200
Restoration =_ _
- t I I
a
4 Feet
Title Project Component/Asset Map UT5
s?nftted to:
Project North Muddy Creek Site
r_?l McDowell and Burke Counties , North Carolina
l"co5ystenl
Date
Project Number
Figure
° 3/3/09 16-DO61 15 3
7
a

Directions from Raleigh, NC:
1. Follow 1-40 W toward Marion
2. Take exit 94 and take right onto Dysartville Rd.
3. Turn left onto Hwy 70
4. In approx. 1 mile west, turn left onto Muddy Creek Rd.
5. Follow Muddy Creek Rd. for approx 1 mile, crossing
under 1-40.
6. Turn left onto a private drive owned by Mr. Benfield

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w
-+? _?, _ ,? ? - ,? a ?? ` ? }?::- 3?'° ,r -- .?...
Legend '
Easement
Monitoring Well Locations
Wetlands
Preservation (Riparian) Enhancement (Riparian)
f
Restoration (Non-Riparian)
Restoration (Riparian) 4111-
V -??
Streams
Preservation * r • t a -
Awl-
Enhancement I f =
J
..
Enhancement II •?_ t ? ? ? z; ' ' ? *.
+ 0 250 500
!I
Restoration aF I wE I I 1
- s Feet
Title Project Component/Asset Map - U-1-2 and U_J'4
Submitted `o: North Muddy Creek Site
r_?l Project McDowell and Burke Counties, North Carolina
llkcosysteltl Date Project Number Figure
^~ 3/3/09 16-DO61 15 5
9
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• Monitoring Plan
•
• The monitoring plan to evaluate the success of the stream restoration project is based on

• guidance provided by Stream Mitigation Guidelines disseminated by the United States
Army Corps of Engineers (USACE) - Wilmington District and recommendations from
the North Carolina Ecosystem Enhancement Program (EEP). The collection and
• summarization of monitoring data will be conducted in accordance with the most current

• version of the EEP documents entitled "Content, Format, and Data Requirements for EEP
"
Monitoring Reports.
• Monitoring will occur annually for five years and include reference photographs,
• materials sampling, site survey, visual assessment, and mapping of significant features.
• The success criteria and assessment methods for the site's streams and riparian buffer are

• provided below.
• Stream Monitoriniz
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• Success Criteria
• The stream geometry will be considered successful if the cross-section geometry, profile,
• and sinuosity are stable or reach a dynamic equilibrium. It is expected that there will be
changes in the designed cross sections, profile, and/or substrate composition. Changes
• that may occur during the monitoring period will be evaluated to determine whether they
• represent a movement toward a more unstable condition (e.g., down cutting or bank
• erosion) or an increase in stability (e.g., settling, vegetative changes, coarsening of bed
material, braiding in areas of flatter slopes, etc.).
• Deviation from the design ratios will not necessarily denote failure, as it is possible to
• maintain stability and not stay within the design geometry. Changes to the as-built
• hydraulic geometry may occur due to natural processes of channel adjustment.
• Assessment Methods
• Nine permanent cross sections have been installed at unique stream segments throughout
• the project site. The cross sections represent five riffles and four pools. Annual
• photographs showing both banks will be taken for each cross section.
• Four longitudinal profile sections have been installed totaling 4,090 linear feet of survey.
• UT1-Upper consists of 386 linear feet, UT1-Lower consists of 2,054 linear feet, UT5

• consists of 578 linear feet, and UT6 consists of 1,072 linear feet of surveyed profile.

• Thirty-three permanent photo stations have been established to capture the condition of
the channel and vegetation plots. Eleven vegetation plot photos have been established.
• The restored and enhanced stream reaches will be investigated for channel stability and
• in-stream structure functionality. Evidence of channel instability (if found) will be
• identified, mapped, and photographed. Structures will be inventoried for functionality.
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Riparian Buffer and Wetlands Vegetation
Success Criteria
The success of riparian and wetland vegetation planting will be gauged by stem counts of
planted species. Riparian and wetland vegetation will be considered successful with the
survival of 260 planted stems per acre at the end of the fifth year of monitoring. Survival
of 320 planted stems per acre at the end of the third year of monitoring will be used as an
interim measure of success. Photos taken at established photo points should indicate
maturation of riparian vegetation community.
Assessment Methods
The success of vegetation plantings will be measured through stem counts. Eleven (11)
permanent plots will be used to sample the riparian buffer and restoration wetlands. Each
quadrant covers 100 square meters. During the counts, the health of the vegetation will
be noted. The vegetation survey will occur during the growing season. Permanent photo
stations have been set up for each plot.
Wetland Hydrology
Success Criteria
The success of wetland hydrology will be based on a comparison the monitoring gauge
data from the restoration sites to that of the enhancement sites. The groundwater
hydrology of the enhancement areas will serve as the site's hydrology reference for target
groundwater hydrology because the enhancement areas (pre-construction) exhibited
wetland groundwater hydrology but lacked appropriate vegetation. The enhancement
sites are considered to have already met wetland hydrology criteria because they are
considered to be jurisdictional by the USACE. They also are in similar landscape
positions and should have hydrological responses similar to the restored wetlands. The
hydrological success also will be based on saturation of the upper surface of the soils for
7% of the growing season.
Assessment Methods
Wetland groundwater hydrology will be monitored using shallow continuous monitoring
gauges. Monitoring gauges have been placed in the proposed restoration and
enhancement areas. This data will be used to confirm that the success criteria have been
met.
References
McLendon, Scott, Becky Fox, Todd St. John, et al. (2003). Stream Mitigation Guidelines.
United States Army Corps of Engineers - Wilmington District, United States
Environmental Protection Agency, North Carolina Wildlife Resources
Commission, and North Carolina Department of Natural Resources - Division of
Water Quality.
Rosgen, David L. (1995). A Geomorphic Approach to Restoration of Incised Rivers.
Management of Landscapes Disturbed by Channel Incision.
Mathis Jr., Roy L. (1995). Soil Survey of McDowell County, North Carolina. Natural
Resources Conservation Service, United States Department of Agriculture.
12
Attachment A
Record Drawings
(See Record Set separate from this
document - dated 01/15/2009)
Attachment B
Baseline Monitoring
(Equinox Environmental Consulting and Design, Inc.)
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Table B2. Visual Morphological Stability Assessment
North Muddy Creek / RFP No. 16-DO6115
Se ment/Reach: Unnamed Tributa 1
Feature
Category Metric (per As-built and reference
baselines (# Stable)
Number
Performing
as
Intended Total
Number
Per
As-built Total
Number
/ Feet in
Unstable
State %
Performing
in Stable
Condition Feature
Performance
Mean or
Total
A. Riffles 1. Present? 43 43 N/A 100%
2. Armor stable (e g. no displacement)? 43 43 N/A 100%
3. Facet grade appears stable? 43 43 N/A 100%
4. Minimal evidence of embedding/fining? 43 43 N/A 100%
5. Length appropriate? 43 43 N/A 100% 100%

B. Pools 1. Present? (e.g. not subject to severe
a radation or migration?)

53

53

N/A o

100%
2. Sufficiently deep (Max Pool D : Mean
Bkf > 1.6?) 51 53 N/A 96%
3. Length appropriate? 53 53 N/A 100% 92%

C. Thalweg 1. Upstream of meander bend
run/inflection centering?

36

36

N/A o

100%
2. Downstream of meander
Tide/inflection centering? 36 36 N/A 100%
100%

D. Meanders 1. Outer bend in state of limited/controlled
erosion? 34 34 N/A 100%
2. Of those eroding, # with concomitant
point bar formation? 0 N/A N/A 100%
3. Apparent Re within spec? 34 34 N/A 100%
4. Sufficient flood lain access and relief? 34 34 N/A 100% 100%

E. Bed
General 1. General channel bed aggradation areas
bar formation)?

N/A

N/A

0/0 o

100 /o
2. Channel bed degradation - areas of
increasing down cutting or head cutting? N/A N/A 7/31 99
100%

F. Bank 1. Actively eroding, wasting, or slumping
bank? N/A N/A 0/0 100% 100%

G. Vanes / 1. Free of back or arm scour? 50 50 N/A 100%
Sills 2. Height appropriate? 50 50 N/A 100%
3. Angle and geometry appear appropriate? 50 50 N/A 100%
4. Free of piping or other structural
failures? 50 50 N/A 100%
100%

H. Wads/ 1. Free of scour: 2 2 N/A N/A
Boulders 2. Footing stable? 2 2 N/A N/A 100%

Mitigation Plan Visual Morphological Assessment - North Muddy Creek Site / RFP No. 16-D06115
Table B2. Visual Morphological Stability Assessment
North Muddy Creek / RFP No. 16-DO6115
Se ment/Reach: Unnamed Tributar 5 / Enhancement
Feature
Category Metric (per As-built and reference
baselines (# Stable)
Number
Performing
as
Intended Total
Number
Per
As-built Total
Number
/ Feet in
Unstable
State %
Performing
in Stable
Condition Feature
Performance
Mean or
Total
A. Riffles 1. Present? 6 6 N/A 100%
2. Amcor stable (e g. no displacement)? 6 6 N/A 100%
3. Facet grade appears stable? 6 6 N/A 100%
4. Minimal evidence of embedding/fining? 6 6 N/A 100%
5. Length appropriate? 6 6 N/A 100% 100%

B. Pools 1. Present? (e.g. not subject to severe
a radation or migration?) 6 6 N/A 100%
2. Sufficiently deep (Max Pool D : Mean
Bkf> 1.6? 6 6 N/A 100%
3. Length appropriate? 6 6 N/A 100% 100%

C. Thalweg 1. Upstream of meander bend
run/inflection centering? N/A N/A N/A N/A
2. Downstream of meander
Tide/inflection centering? N/A N/A N/A N/A
N/A

D. Meanders 1. Outer bend in state of limited/controlled
erosion? N/A N/A N/A N/A
2. Of those eroding, # with concomitant
point bar formation? N/A N/A N/A N/A
3. Apparent Re within spec? N/A N/A N/A N/A
4. Sufficient flood lain access and relief? N/A N/A N/A N/A N/A

E. Bed
General 1. General channel bed aggradation areas
bar formation)? N/A N/A 0/0 100%
2. Channel bed degradation - areas of
increasing down cutting or head cutting? N/A N/A 0/0 100%
100%

F. Bank 1. Actively eroding, wasting, or slumping
bank? N/A N/A 0/0 100% 100%

G. Vanes / 1. Free of back or arm scour? 6 6 N/A 100%
Sills 2. Height appropriate? 6 6 N/A 100%
3. Angle and geometry appear appropriate? 6 6 N/A 100%
4. Free of piping or other structural
failures?
6
6
N/A
100%
100%

H. Wads/ 1. Free of scour: N/A 0 N/A N/A
Boulders 2. Footing stable? N/A 0 N/A N/A N/A

•
•
•
•
• Mitigation Plan Visual Morphological Assessment - North Muddy Creek Site / RFP No. 16-D06115
•
•
Table B2. Visual Morphological Stability Assessment
North Muddy Creek / RFP No. 16-DO6115
Se ment/Reach: Unnamed Tributar 5 / Restoration
Feature
Category Metric (per As-built and reference
baselines (# Stable)
Number
Performing
as
Intended Total
Number
Per
As-built Total
Number
/ Feet in
Unstable
State %
Performing
in Stable
Condition Feature
Performance
Mean or
Total
A. Riffles 1. Present? 13 13 N/A 100%
2. Armor stable (e g. no displacement)? 13 13 N/A 100%
3. Facet grade appears stable? 13 13 N/A 100%
4. Minimal evidence of embedding/fining? 13 13 N/A 100%
5. Length appropriate? 13 13 N/A 100% 100%

B. Pools 1. Present? (e.g. not subject to severe
a radation or migration?) 12 13 N/A 92%
2. Sufficiently deep (Max Pool D : Mean
Bkf> 1.6? 12 13 N/A 92%
3. Length appropriate? 12 13 N/A 92% 92%

C. Thalweg 1. Upstream of meander bend
run/inflection centering? 12 12 N/A 100%
2. Downstream of meander
lide/inflection centering? 12 12 N/A 100%
100%

D. Meanders 1. Outer bend in state of limited/controlled
erosion? 12 12 N/A 100%
2. Of those eroding, # with concomitant
point bar formation? 0 N/A N/A 100%
3. Apparent Rc within spec? 12 12 N/A 100%
4. Sufficient flood lain access and relief? 12 12 N/A 100% 100%

E. Bed
General 1. General channel bed aggradation areas
bar formation)? N/A N/A 0/0 100%
2. Channel bed degradation - areas of
increasing down cutting or head cutting? N/A N/A 0/0 100%
100%

F. Bank 1. Actively eroding, wasting, or slumping
bank? N/A N/A 0/0 100% 100%

G. Vanes / 1. Free of back or arm scour? 6 6 N/A 100%
Sills 2. Height appropriate? 6 6 N/A 1000/0
3. Angle and geometry appear appropriate? 6 6 N/A 100%
4. Free of piping or other structural
failures? 5 6 N/A 83%
96%

H. Wads/ 1. Free of scour: N/A 0 N/A N/A
Boulders 2. Footing stable? N/A 0 N/A N/A N/A

Mitigation Plan Visual Morphological Assessment - North Muddy Creek Site / RFP No. 16-D06115
Table B2. Visual Morphological Stability Assessment
North Muddy Creek / RFP No. 16-DO6115
Se ment/Reach: Unnamed Tributar 6
Feature
Category Metric (per As-built and reference
baselines (# Stable)
Number
Performing
as
Intended Total
Number
Per
As-built Total
Number
/ Feet in
Unstable
State %
Performing
in Stable
Condition Feature
Performance
Mean or
Total
A. Riffles 1. Present? 16 16 N/A 100%
2. Armor stable (e g. no displacement)? 16 16 N/A 100%
3. Facet grade appears stable? 16 16 N/A 100%
4. Minimal evidence of embedding/fining? 16 16 N/A 100%
5. Length appropriate'? 16 16 N/A 100% 100%

B. Pools 1. Present'? (e.g. not subject to severe
a >radation or migration?)

24

24

N/A

100%
2. Sufficiently deep (Max Pool D : Mean
Bkf> L6'?) 24 24 N/A 100%
3. Length appropriate? 24 24 N/A 100% 100%

C. Thalweg 1. Upstream of meander bend
run/inflection centering?

16

16

N/A

100%
2. Downstream of meander
(glide/inflection) centering'? 16 16 N/A 100%
1000/4

D. Meanders 1. Outer bend in state of limited/controlled
erosion? 16 16 N/A 100%
2. Of those eroding, # with concomitant
point bar formation? 0 N/A N/A 100%
3. Apparent Re within spec? 16 16 N/A 100%
4. Sufficient flood lain access and relief? 16 16 N/A 100% 11111`9i?

E. Bed
General 1. General channel bed aggradation areas
bar formation)? N/A N/A 0/0 100'/0
2. Channel bed degradation - areas of
increasing down cutting or head cutting'? N/A N/A 1/12 99%

IOU'%?

F. Bank 1. Actively eroding, wasting, or slumping
bank:' N/A N/A 0/0 100% 1000/4

G. Vanes / 1. Free of back or arm scour'? 14 14 N/A 100%
Sills 2. Height appropriate? 14 14 N/A 100%
3. Angle and geometry appear appropriate? 14 14 N/A 100%
4. Free of piping or other structural
failures? 14 14 N/A I OW/0
1000/,

H. Wads/ 1. Free of scour: N/A 0 N/A N/A
Boulders 2. Footing stable? N/A 0 N/A N/A N/.?

Mitigation Plan Visual Morphological Assessment - North Muddy Creek Site / RFP No. 16-DO6115
Photo Pace 1 - I Innamed Trihotarv 1
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO61 l5
Photo Page 2 - Unnamed Trihutarv 1
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Photo Page 3 - Unnamed Trihutarv 1

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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Photo Page 7- Unnamed Tributarv I
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Phntn Pnov R _ Iinnnmpd Trihntnrv 2
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO61 l5
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Phatn Paop II - I Innampd Trihntarv G
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Photo Paue 19 - I Innamed Trihntarv 1
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Photo Pnue 21 - I Innnmerl Trihntnrv 1
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
Phntn Paao 77 - 1 innamnrl Trihntarv 1
Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115

Photo Paee 24 -

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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115
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Mitigation Plan Permanent Photo Station Photos - North Muddy Creek Site / RFP No. 16-DO6115

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Mitigation Plan Vegetation Plot Photos - North Muddy Creek Site / RFP No. 16-DO6115
North Muddy Creek / RFP No. 16-DO6115
Vegetation Monitoring Plots Baseline Data
Site: North Muddy Creek - Unnamed Tributary 1
Plot: VP I
Date: 1/12/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Quercus michauxii 0.7 1.8 3.0 45 3
2 Betula nigra 0.2 3.4 6.8 74 3
3 Quercus michauxii 0.8 4.0 5.0 57 2
4 Betula nigra 0.4 5.0 4.6 72 3
5 Quercus michauxii 0.3 6.2 7.0 64 2
6 Asimina triloba 0.6 9.3 3.6 32 2
7 Cephalanthus occidentalis 2.3 8.4 4.5 50 3
8 Cephalanthus occidentalis 2.0 5.9 5.3 62 3
9 Quercus phellos 3.1 6.1 6.5 60 3
10 Cephalanthus occidentalis 3.2 3.7 5.2 53 3
11 Cephalanthus occidentalis 3.1 1.1 5.3 55 3
12 Quercus michauxii 5.5 1.3 2.8 20 2
13 Cephalanthus occidentalis 5.5 3.7 3.2 50 2
14 Cephalanthus occidentalis 5.5 6.2 2.6 47 2
15 Quercus pagoda 5.4 8.4 6.2 51 3
16 Quercus michauxii 6.5 7.2 4.4 58 2
17 Cephalanthus occidentalis 9.1 9.6 2.4 43 2
18 Quercus phellos 8.5 8.7 6.0 60 2
19 Quercus nigra 8.0 7.1 4.2 58 3
20 Quercus phellos 7.8 5.1 5.0 58 2
21 Quercus phellos 7.4 2.8 7.4 64 3
22 Asimina triloba 9.6 0.8 3.8 29 3
23 Quercus michauxii 9.8 3.2 6.0 62 2
24 Quercus michauxii 9.0 5.6 3.0 30 2
25 Cephalanthus occidentalis 9.6 6.7 3.0 58 3
26 Betula nigra 7.2 0.8 2.0 44 3
Vigor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
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Site: North Muddy Creek - Unnamed Tributary 1
Plot: VP2
Date: 1/09/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Cephalanthus occidentalis 1.6 0.9 3.3 38 2
2 Cephalanthus occidentalis 0.9 3.4 3.8 47 2
3 Cephalanthus occidentalis 0.6 6.0 3.6 55 3
4 Cephalanthus occidentalis 2.1 9.2 3.3 50 3
5 Platanus occidentalis 3.8 7.0 7.0 61 3
6 Cephalanthus occidentalis 3.2 6.7 3.0 51 3
7 Quercus sp. 3.7 4.4 3.6 52 3
8 Cephalanthus occidentalis 4.0 2.2 5.2 47 2
9 Platanus occidentalis var.
occidentalis 6.5 1.8 5.9 57 2
10 Cephalanthus occidentalis 6.8 1.6 3.2 52 2
11 Quercus michauxii 6.4 4.1 4.7 59 3
12 Platanus occidentalis 4.7 4.3 4.8 54 3
13 Quercus sp. 6.0 6.5 5.0 60 3
14 Quercus michauxii 5.2 8.0 4.6 56 3
15 Platanus occidentalis var.
occidentalis 5.0 9.0 4.7 57 3
16 Cephalanthus occidentalis 7.8 8.9 4.0 58 2
17 Platanus occidentalis var.
occidentalis 10.0 8.9 7.0 59 3
18 Cephalanthus occidentalis 8.7 6.6 3.4 58 3
19 Carya ovata 9.1 6.3 6.0 61 3
20 Cephalanthus occidentalis 9.8 2.1 5.0 48 2
Vigor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
N

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Site: North Muddy Creek - Unnamed Tributary 1
Plot: VP3
Date: 1/09/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Quercus sp. 2.1 1.3 2.7 56 2
2 Quercus phellos 4.8 1.8 6.0 66 3
3 Quercus michauxii 7.5 1.4 4.5 42 3
4 Betula nigra 9.6 0.4 3.5 56 3
5 Quercus phellos 9.8 2.9 4.4 61 3
6 Quercus michauxii 7.3 3.9 4.0 47 2
7 Quercus nigra 5.0 3.1 4.1 46 3
8 Quercus phellos 2.1 4.1 6.9 66 3
9 Quercus pagoda 1.5 6.6 6.3 57 3
10 Carya ovata 1.2 9.1 8.2 59 2
11 Cephalanthus occidentalis 3.9 8.6 3.2 38 3
12 Carya ovata 6.7 8.5 6.2 60 2
13 Quercus nigra 9.3 9.4 4.0 41 3
14 Carya ovata 7.1 8.4 5.1 49 2
15 Cephalanthus occidentalis 4.6 6.0 4.5 55 2
Vigor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
M
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Site: North Muddy Creek - Unnamed Tributary 1
Plot: VP4
Date: 1/09/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Quercus michauxii 1.3 0.4 5.2 51 3
2 Cephalanthus occidentalis 3.4 0.4 4.1 53 2
3 Cephalanthus occidentalis 5.5 0.4 5.7 54 3
4 Quercus sp. 7.7 0.4 5.2 42 3
5 Quercus phellos 9.9 0.5 4.2 59 3
6 Quercus phellos 12.2 0.3 2.9 54 3
7 Quercus michauxii 14.3 0.0 4.1 37 3
8 Cephalanthus occidentalis 18.7 0.1 4.5 58 3
9 Cephalanthus occidentalis 1.0 2.5 3.7 62 3
10 Quercus phellos 4.2 2.8 5.0 69 3
11 Quercus phellos 7.4 3.1 5.6 71 3
12 Quercus phellos 10.0 3.1 4.6 63 2
13 Cephalanthus occidentalis 12.2 2.4 3.1 47 3
14 Cephalanthus occidentalis 14.3 2.5 4.1 52 2
15 Quercus phellos 16.4 2.4 4.0 65 3
16 Cephalanthus occidentalis 18.7 2.5 3.4 57 3
r
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
Victor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
a
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Site: North Muddy Creek - Unnamed Tributary 5
Plot: VP1
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Cephalanthus occidentalis 0.3 1.6 4.0 43 3
2 Cephalanthus occidentalis 0.4 4.1 3.9 58 3
3 Cephalanthus occidentalis 0.2 6.6 3.0 54 3
4 Cephalanthus occidentalis 0.0 8.9 3.9 57 3
5 Quercus michauxii 2.1 9.3 4.0 59 3
6 Quercus michauxii 2.5 7.4 4.2 53 3
7 Quercus michauxii 2.5 5.3 5.4 56 3
8 Quercus michauxii 2.5 3.1 4.2 62 3
9 Quercus michauxii 2.4 0.5 5.9 60 3
10 Cephalanthus occidentalis 3.5 0.2 4.6 56 3
11 Cephalanthus occidentalis 3.8 2.6 4.1 52 3
12 Asimina triloba 3.7 5.3 6.1 58 3
13 Asimina triloba 4.8 7.2 4.4 53 3
14 Cephalanthus occidentalis 3.6 8.1 3.2 51 3
15 Asimina triloba 4.7 9.2 2.5 22 3
16 Asimina triloba 4.5 5.1 4.4 46 3
17 Asimina triloba 4.6 3.4 3.9 29 3
18 Asimina triloba 4.7 1.3 5.6 48 3
19 Quercus phellos 7.3 1.2 5.9 53 3
20 Quercus phellos 6.9 3.2 4.7 56 3
21 Asimina triloba 7.3 5.6 6.5 54 3
22 Asimina triloba 7.3 8.4 3.4 37 3
23 Quercus phellos 9.4 9.0 3.6 58 3
24 Cephalanthus occidentalis 9.4 6.7 2.7 44 3
25 Cephalanthus occidentalis 9.1 4.3 6.9 51 3
26 Quercus phellos 8.9 1.9 6.5 58 3
Vieor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115

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a
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Site: North Muddy Creek - Unnamed Tributary 5
Plot: VP2
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Cephalanthus occidentalis 0.2 1.1 4.0 53 3
2 Quercus phellos 0.6 2.9 4.9 69 3
3 Quercus phellos 0.1 5.0 6.2 64 3
4 Quercus phellos 0.0 6.9 3.8 59 3
5 Quercus phellos 1.3 7.7 8.5 54 3
6 Quercus phellos 1.3 5.0 4.8 60 3
7 Quercus phellos 2.1 2.8 5.4 59 3
8 Quercus phellos 3.0 0.8 6.0 57 3
9 Quercus phellos 5.1 1.9 4.5 56 3
10 Quercus phellos 4.3 3.8 6.6 64 3
11 Quercus phellos 4.3 5.9 2.8 42 3
12 Quercus phellos 3.8 7.7 6.0 60 3

13 Platanus occidentalis var.
occidentalis
3.7
9.8
3.3
51
3
14 Quercus phellos 5.0 9.4 4.6 58 3
15 Quercus phellos 5.4 8.4 2.0 26 3
16 Quercus phellos 5.6 4.3 5.0 58 2
17 Quercus phellos 6.1 2.7 5.8 62 3
18 Quercus phellos 5.9 0.3 2.6 36 3
19 Asimina triloba 7.5 1.0 3.5 46 3
20 Asimina triloba 6.8 2.9 4.1 45 3
21 Quercus pagoda 7.0 4.3 6.8 50 3
22 Quercus pagoda 6.3 6.1 3.4 26 3
23 Asimina triloba 6.6 8.1 6.2 59 3
24 Quercus phellos 6.4 9.8 3.5 50 3
25 Quercus phellos 7.7 9.1 3.8 53 3
26 Quercus phellos 7.7 7.0 5.5 63 3
27 Quercus phellos 8.2 5.4 5.3 56 3
28 Cephalanthus occidentalis 8.4 3.3 4.8 48 3
29 Cephalanthus occidentalis 8.6 1.7 2.4 49 3
30 Quercus michauxii 8.8 0.5 6.2 66 3
31 Quercus michauxii 9.8 3.7 5.2 50 3
32 Quercus michauxii 9.8 5.6 4.4 55 3
33 Quercus pagoda 9.8 7.5 3.0 31 3
34 Quercus michauxii 9.4 9.4 4.6 60 3
35 Quercus phellos 8.5 8.2 5.5 60 3
ViEor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
N
V?

R
•
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C3
a
D
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a

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y N

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z
I

Q

N ?

O rip ?p ? N
(ui) ssa;aui
Site: North Muddy Creek - Unnamed Tributary 6
Plot: VP I
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Fraxinus pennsylvanica 0.2 2.1 2.0 30 3
2 Betula nigra 0.7 4.7 5.0 55 3
3 Fraxinus pennsylvanica 0.2 8.4 5.0 54 3
4 Asimina triloba 1.5 6.4 6.0 65 2
5 Fraxinus pennsylvanica 2.4 8.4 5.0 61 3
6 Carya ovata 3.3 4.7 4.0 23 3
7 Fraxinus pennsylvanica 4.6 8.1 2.0 26 3
8 Asimina triloba 4.1 6.8 2.0 22 2
9 Fraxinus pennsylvanica 6.9 8.0 5.0 59 2
10 Fraxinus pennsylvanica 8.8 8.0 3.0 33 3
11 Asimina triloba 8.8 6.2 4.0 39 3

12 Platanus occidentalis var.
occidentalis
8.5
3.9
4.0
49
2
13 Fraxinus pennsylvanica 8.9 1.9 5.0 53 2
14 Quercus phellos 6.1 1.8 3.0 59 3
15 Betula nigra 5.8 4.2 4.0 59 3
16 Quercus phellos 2.9 1.9 5.0 52 3
Vigor Code
M = Missing
0 = Dead
I = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
i
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0
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N
9
04
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0
m
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s,
m
a?
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1-11
Q.
Qi
(ui) saelauu
Site: North Muddy Creek - Unnamed Tributary 6
Plot: VP2
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Cephalanthus occidentalis 1.1 2.2 4.0 54 2
2 Cephalanthus occidentalis 3.0 3.0 4.0 60 2
3 Cephalanthus occidentalis 4.1 0.3 3.0 44 2
4 Cephalanthus occidentalis 6.5 1.1 2.0 33 2
5 Cephalanthus occidentalis 8.7 1.7 2.0 44 2
6 Quercus nigra 9.0 4.5 4.0 51 2
7 Cephalanthus occidentalis 9.4 8.9 2.0 40 2
8 Cephalanthus occidentalis 7.7 8.3 3.0 48 2
9 Cephalanthus occidentalis 7.5 6.0 2.0 40 2
10 Quercus phellos 9.3 5.4 6.0 50 3
11 Cephalanthus occidentalis 6.8 4.5 3.0 53 2
12 Quercus phellos 8.3 3.5 3.0 36 3
13 Cephalanthus occidentalis 5.7 3.5 2.0 55 2
14 Cephalanthus occidentalis 5.5 3.4 1.0 33 2
Visor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
N
?O
H

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i
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cC
a
O
Yr

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0
m
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y
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d
d
N
4
S
GO ti0 It N
(ui) ssalaui
Site: North Muddy Creek - Unnamed Tributary 6
Plot: VP3
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Quercus phellos 0.4 1.4 6.0 64 3
2 Asimina triloba 1.7 1.6 5.0 39 3
3 Asimina triloba 3.2 1.9 5.0 47 3
4 Carya ovata 4.8 0.4 5.0 19 3
5 Asimina triloba 5.0 3.4 3.0 27 3
6 Carya ovata 5.5 1.4 3.0 13 3
7 Carya ovata 8.1 1.8 4.0 17 3
8 Quercus nigra 6.6 4.2 3.0 36 3
9 Platanus occidentalis var.
occidentalis 8.4 4.3 7.0 52 3
10 Quercus pagoda 9.9 4.6 4.0 50 2
11 Quercus phellos 8.9 7.1 4.0 57 3
12 Quercus michauxii 7.6 6.8 4.0 44 2
13 Betula nigra 7.7 9.1 3.0 68 3
14 Quercus michauxii 9.9 10.0 5.0 61 2
15 Carya ovata 5.7 8.5 3.0 18 3
16 Quercus michauxii 5.7 6.4 5.0 58 2
17 Quercus michauxii 3.7 6.8 6.0 61 3
18 Carya ovata 3.7 8.1 3.0 22 3
19 Quercus phellos 4.2 9.9 4.0 55 3
20 Quercus phellos 0.9 8.9 3.0 58 3
21 Betula nigra 1.3 7.0 5.0 58 3
22 Quercus michauxii 2.1 4.5 5.0 63 2
23 Quercus michauxii 0.5 4.0 3.0 60 2
ViEor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
G
a
H

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II
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N
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y
61
d
F
N
(AU) ma;atu
Site: North Muddy Creek - Unnamed Tributary 6
Plot: VP4
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Cephalanthus occidentalis 1.2 2.1 3.0 48 2
2 Cephalanthus occidentalis 3.3 0.5 3.0 28 2
3 Carya ovata 3.7 1.8 5.0 23 3
4 Quercus phellos 6.7 1.4 4.0 60 3
5 Quercus phellos 8.1 2.5 6.0 60 3
6 Quercus phellos 8.7 4.2 4.0 67 3
7 Fraxinus pennsylvanica 6.9 4.2 2.0 24 2
8 Platanus occidentalis var.
occidentalis 9.2 5.8 7.0 54 3
9 Quercus pagoda 9.2 7.3 4.0 37 3
10 Quercus phellos 9.2 9.1 7.0 74 3
11 Fraxinus pennsylvanica 7.0 8.2 6.0 48 3
12 Quercus phellos 6.9 6.0 3.0 59 3
13 Quercus phellos 4.0 3.8 2.0 36 3
14 Quercus michauxii 4.3 6.0 4.0 44 3
15 Asimina triloba 1.9 8.9 4.0 29 3
16 Asimina triloba 1.6 6.7 2.0 27 3
17 Quercus pagoda 4.7 8.1 3.0 38 3
Vigor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
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Site: North Muddy Creek - Unnamed Tributary 6
Plot: VP5
Date: 1/08/2009

No.
Species
Coordinates
X Y ddh
(mm) Height
(cm)
Vigor
1 Quercus michauxii 3.2 0.8 5.0 62 2
2 Quercus michauxii 4.7 1.2 5.0 66 2
3 Quercus michauxii 6.6 1.4 7.0 68 2
Vegetation Monitoring Plots Baseline Data - North Muddy Creek Site / RFP No. 16-DO6115
Vigor Code
M = Missing
0 = Dead
1 = Unlikely to survive
2 = Weak
3 = Good
4 = Excellent
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