20140129 Ver 1_Year 0 Monitoring Report_2015_20150826

Little Buffalo Creek- As-built Monitoring Plan MY0
As-built Baseline Monitoring Report
Little Buffalo Creek Stream Mitigation Project
NCDENR-DMS Project Number: 94147
Contract Number: 2029
USACE Action ID: 2014-0386
DWR Permit: 14-0129
Cabarrus County, North Carolina
Data collection: December 2014
Submitted: July 2015
Prepared for:
North Carolina Department of Environment and Natural Resources
Division of Mitigation Services
1652 Mail Service Center
Raleigh, North Carolina 27699-1652

Little Buffalo Creek- As-built Monitoring Plan MY0

Little Buffalo Creek- As-built Monitoring Plan MY0

Prepared by:

The Louis Berger Group, Inc.
1001 Wade Avenue, Suite 400
Raleigh, North Carolina 27605
Tel [phone]
Fax [phone]

Project Manager:
Ed Samanns
Tel [phone]
Fax [phone]
[e-mail]

Little Buffalo Creek- As-built Monitoring Plan MY0

Table of Contents
1.0 Goals
2.0 Project Success Criteria
3.0 Project Description
4.0 Mitigation Components
5.0 Design and Approach
6.0 Timeframe
7.0 Significant Deviations and Post-construction Issues
8.0 Methods and References

Tables and Figures
Page
Figure 1. Project Location Map ....................................................................................................... 2
Figure 2. Current Condition Plan View ........................................................................... Appendix B

Table 1. Project Mitigation Components ........................................................................ Appendix A
Table 2. Project Activity and Reporting .......................................................................... Appendix A
Table 3. Project Contacts Table ...................................................................................... Appendix A
Table 4. Project Attribute Table ...................................................................................... Appendix A

Appendices

Appendix A. Background Tables
Appendix B. Visual Assessment Data
Appendix C. Vegetation Plot Data
Appendix D. Stream Measurement and Geomorphology Data
Appendix E. As-built Plan Sheets

Little Buffalo Creek, Project No. 94147 Page 1
As-built Monitoring Plan MY0

Executive Summary

The Little Buffalo Creek Stream Mitigation site is located in Cabarrus County, North Carolina, two miles
southwest of the Town of Gold Hill, and 12 miles east of Kannapolis. The site encompasses
approximately 47 acres of former cattle pasture, crop land and riparian forest along Little Buffalo Creek
and portions of seven unnamed tributaries (Figure 1).

Through the North Carolina Ecosystem Enhancement Program full-delivery process, the
Louis Berger Group, Inc. (Louis Berger) is under contract to generate a total of 6,170 stream mitigation
units through stream restoration, enhancement and preservation of the above listed streams. The goal
of the project is to address stressors identified in the Targeted Local Watershed (TLW) such as improving
water quality, aquatic and terrestrial habitat, and flood flow attenuation. The goals were addressed by
restoring stable channel morphology and sediment transport capacity, improving stream bed form and
habitat, improving stream bank stabilization, removing cattle, and providing riparian buffer restoration
and enhancement by re-establishing a native plant community within the easement and removing
invasive plant species.

Historic land use at the site had consisted primarily of ranching activities, including cattle access to the
stream and riparian zone. Several reaches of the stream have bedrock in their streambed and vertical
migration of the stream has been confined to a small percentage of the project site.

The Little Buffalo Creek Mitigation Site consists of six reaches along the mainstem and seven unnamed
tributaries (UTs). The mainstem of Little Buffalo Creek as well as UT 4 and UT 7 are perennial streams.
The remainders of the UTs are intermittent stream associated with groundwater seeps. This stream
mitigation project includes reaches of restoration, enhancement, and preservation along the mainstem
and its associated UTs. In total, the Site will provide 13,362 linear feet of restoration, enhancement, and
preservation.

Restoration activities will create a new, stable stream channel with the appropriate dimension, pattern,
and profile to transport perennial flow and sediment, and will re-connect the stream to its floodplain.
Reestablishment of vegetation and cattle exclusion will also occur as part of the restoration activities.

Enhancement activities will include reestablishing native riparian vegetation within a 50-foot easement
along each bank of the stream corridor and excluding cattle with fencing. In the case of enhancement
level I the activities will also include reshaping or relocating the bed and banks.

Preservation will be conducted within portions of the stream corridors that have intact riparian forests
and stable stream reaches.

At a 1:1 ratio for restoration, 1.5:1 for enhancement level I, 2.5:1 for enhancement level II, and a 5:1
ratio for preservation, the NCDENR-DMS will receive approximately 6,411 stream mitigation units from
the Site. In addition, approximately 47 acres of riparian buffer will be protected within a conservation
easement.

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Project Site
Old Mine Road
Reference Site
Source: USGS Topographic Quads:
Gold Hill, Rockwell, Richfield,
and Mount Pleasant, NC
Yadkin River Basin
03-07-12
Legend
Project Stream Segments
Reference Reach
0 10.5 Miles
³Little Buffalo Creek Creek
Stream Restoration, Cabarrus County, NC
DMS Project # 94147
Project Location Map
THE LOUIS BERGER GROUP
1001 Wade Avenue, Suite 400
Raleigh, NC 27605
Figure 1
July 2015
NCDENR
Division of Mitigation Services

Little Buffalo Creek, Project No. 94147 Page 3
As-built Monitoring Plan MY0

1.0 Project Goals
The goals of the proposed Little Buffalo Creek Stream Restoration project include, but are not limited to,
the enhancement of water quality and aquatic/terrestrial habitat, stream stability improvement, and
erosion reduction. The uplift of these stream functions specifically requires:

 Protecting and improving water quality through the removal or minimization of the biological,
chemical, and physical stressors;
• reducing sediment input into the stream from erosion,
• reducing non-point pollutant impacts by removing livestock access (including
restoring forested buffer,
• protecting headwater springs
 Improving aquatic and terrestrial wildlife habitat;
• moderating stream water temperatures by improving canopy coverage over the
channel; and,
• restoring, enhancing, reconnecting, and protecting valuable wildlife habitat.
 Restore floodplain connectivity
• re-establishing a floodplain connection thereby dissipating energy associated with
flood flows.
In addition to the ecological uplift that the project will provide to the Site through the improvement of
the stream functions, this project establishes the following environmentally advantageous goals:

 providing a water source for livestock removed from the stream and riparian corridor;
 reducing the number of locations that livestock are able to cross the stream; and
 providing a safe and environmentally appropriate stream crossing points for livestock.

In order to achieve the project goals, Berger proposes to accomplish the following objectives:

 fence the cattle out of the stream and riparian corridor,
 remove invasive vegetative species from the riparian corridor,
 restore and enhance unstable portions of the stream,
 preserve the stream channel and banks through a conservation easement, and
 plant the riparian corridor with native tree and shrub vegetation.

The expected ecological benefits and goals associated with the Little Buffalo Creek site mitigation plan
serve to meet objectives consistent with the resource protection objectives detailed in the Yadkin-Pee
Dee River Basinwide Water Quality Plan, 2008.

2.0 Project Success Criteria

2.1 Streams
For stream hydrology, a minimum of two bankfull events must be documented within the standard 5-
year monitoring period. In order for the monitoring to be considered complete, the two verification
events must occur in separate monitoring years. All of the morphologic and channel stability parameters
will be evaluated in the context of hydrologic events to which the system is exposed.

Little Buffalo Creek, Project No. 94147 Page 4
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• Dimension – General maintenance of a stable cross-section and hydrologic access to the
floodplain features over the course of the monitoring period will generally represent success in
dimensional stability. For stream dimension, cross-sectional overlays and key parameters such
as cross-sectional area, and the channel’s width to depth ratios should demonstrate relative
stability in order to be deemed successful.
• Pattern – Pattern features should show little adjustment over the standard 5 year monitoring
period. Rates of lateral migration need to be moderate.
• Profile – For the channels’ profile, the reach under assessment should not demonstrate any
trends in thalweg aggradation or degradation over any significant continuous portion of its
length. Over the monitoring period, the profile should also demonstrate the maintenance or
development of bedform (facets) more in keeping with reference level diversity and
distributions for the stream type in question. It should also provide a meaningful contrast in
terms of bedform diversity against the pre-existing condition. Bedform distributions, riffle/pool
lengths and slopes will vary, but should do so with maintenance around design distributions.
This requires that the majority of pools are maintained at greater depths with lower water
surface slopes and riffles are shallow with greater water surface slopes.
• Substrate and Sediment Transport – Substrate measurements should indicate progression
towards, or maintenance of the known distributions from the design phase. Sediment Transport
should be deemed successful in by absence of any significant trend in the aggradation or
depositional potential of the channel.

2.2 Vegetation
Survival of woody species planted at mitigation sites should be at least 320 stems/acre through year
three. A 10 percent mortality rate will be accepted in year four (288 stems/acre) and another 10 percent
in year five resulting in a required survival rate of 260 trees/acre through year five. This is consistent
with Wilmington District (1993) guidance for wetland mitigation (USACE 2003).

3.0 Project Description

Louis Berger is contracted with Division of Mitigation Services (DMS) to provide 6,170 stream mitigation
units through the implementation of the Little Buffalo Creek Stream Mitigation Project. The Little
Buffalo Creek Stream Mitigation Site (Site) is located in Cabarrus County, North Carolina, approximately
12 miles east of Kannapolis and two miles southwest of Gold Hill. The Site is located in the Rocky River
basin of the Yadkin-Pee Dee River basin (Figure 1). The Mitigation Plan estimated approximately 6,679
stream mitigation units could be provided to DMS to compensate for projects occurring within the
Yadkin-Pee Dee River basin. Subsequent to the Plan approval and prior to and during construction,
design modifications were made that has reduced the total anticipated stream mitigation units to 6,411.

The original stream channel has been altered by years of ranching activities, including cattle access to
the stream and riparian zone. Several reaches of the stream have bedrock in their streambed and
vertical migration of the stream has been confined to a small percentage of the project site. The stability
in the vertical direction coupled with the loss of vegetation along the stream due to cattle accessing the
stream via the streambank have led to streambank failures and lateral stream migration on several
stream reaches throughout the Site.

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4.0 Mitigation Components

A detailed summary of the project components is available in Appendix A, Table 1, and illustrated in
Appendix B: Figure 2. Restoration components are included in Reaches 1 and 3 and in UTs 2, 3, 7, and 8.
Preservation components are included in Reach 6 and UT 2. Enhancement Level I components are
included in Reaches 4 and 5 and in UTs 3 and 4. Enhancement Level II components are included in
Reaches 1, 2, 3, 4, and 5 and in UTs 1, 2, 3, 4, 5, and 6.

5.0 Design & Approach

The project components described below are illustrated in Appendix B: Figure 2 and Appendix E. The
linear feet of each stream restoration, enhancement or preservation component is summarized in Table
1.

Reach 1 – Restoration has included re-aligning the stream channel for a more natural flow for 377 feet.
Two log vanes were placed along the realignment to slow the energy of the water. This restoration will
bring the stream closer to its original width and landscape position, restore sinuosity, and alleviate the
instability associated with the turn. The old channel has been filled. The remaining 1928 feet of the
stream length has undergone enhancement level II, which included removal of invasive plant species
and reestablishing native riparian vegetation within a 50-foot easement along each bank of the stream
corridor, and excluding cattle with fencing. Any pre-existing fence within the easement has been
removed.

Reach 2 – Only enhancement level II is proposed for 1244 feet on this reach. This included removal of
invasive plant species and reestablishing native riparian vegetation within a 50-foot easement along
each bank of the stream corridor, and excluding cattle with fencing. Any pre-existing fence within the
easement has been removed.

Reach 3 – Restoration has aligned a new channel for 244 feet where the stream historically existed along
the center of the valley floor. The old channel has been filled and the bank repaired. Just upstream of
the restoration segment, the channel has over-widened and undercut the east bank. Root wads in two
sections of the turning channel at this location of the east bank have been placed to help direct
preferential flow towards the center of the channel and reinforce the bank from the velocities of the
channel undercutting the bank. The remaining 839 feet of stream has undergone enhancement level II,
which included removal of invasive plant species and establishing native riparian vegetation within a 50-
foot easement along each bank of the stream corridor and excluding cattle with fencing. Any pre-
existing fence has been removed from the easement.

Reach 4 – Enhancement level I is proposed for the 151 foot segment that contains concrete slabs along
the right stream bank just upstream of the confluence of UT 3. The concrete has been removed and the
stream bank reestablished with vegetation at a more gradual slope. The remaining 818 feet of stream
has undergone enhancement level II, which included removal of invasive plant species and
reestablishing native riparian vegetation within a 50-foot easement along each bank of the stream
corridor and excluding cattle with fencing. Any pre-existing fence has been removed from the easement.

Little Buffalo Creek, Project No. 94147 Page 6
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Reach 5 – Only enhancement level II is proposed for 826 feet on this reach. This included removal of
invasive plant species and reestablishing native riparian vegetation within a 50-foot easement along
each bank of the stream corridor and excluding cattle with fencing. Any pre-existing fence has been
removed from the easement.

Reach 6 – Preservation is proposed for this 2,043 foot reach. The easement boundary has been fenced
and any pre-existing fence has been removed from within the easement.

UT 1 – Only enhancement level II is proposed for 111 feet on this reach. This included removal of
invasive plant species and reestablishing native riparian vegetation within a 50-foot easement along
each bank of the stream corridor, and excluding cattle with fencing. Any pre-existing fence has been
removed from the easement.

UT 2 – The upper 335 feet has been preserved, and a 49 foot section has had the channel profile and
banks restored with the removal of a 12-inch concrete pipe for restoration. The remaining 567 feet has
undergone enhancement level II. This included removal of invasive plant species and reestablishing
native riparian vegetation within a 50-foot easement along each bank of the stream corridor, and
excluding cattle with fencing. Any pre-existing fence has been removed from the easement.

UT 3 – This reach has short segments of restoration through a former pond and at pipe removals,
followed by sections of either enhancement level I or enhancement level II. Moving from upstream to
downstream, the first 215feet consists of restoration where the segment was previously ponded and
there is no existing concentrated flow path. The stream’s dimension, pattern, and profile have been
established throughout this segment by cutting a channel through the formerly ponded area.
Additionally, a pipe section has been removed from this section. The next 252 feet consists of
enhancement level II and included removal of invasive plant species and establishing native riparian
vegetation within a 50-foot easement along each bank of the stream corridor, and excluding cattle with
fencing. Any pre-existing fence within the easement has been removed. The following 555 feet consists
of sections of enhancement level I and restoration. This reach had down cut severely and become
entrenched. The stream banks have been laid back throughout this reach in order to reduce the shear
stress along the stream banks. These actions will affect the stream’s dimension and pattern.
Additionally, 19 feet of restoration was performed in a section where the profile had been adjusted and
a pipe section was been removed as well. In total, this 555 foot section consists of 536 feet of
enhancement level I and 19 feet of restoration. The following 107 feet consists of enhancement level II
followed by a section of 26 feet of restoration where a pipe was removed and the profile and stream
banks were reestablished. The lower part of UT 3 consists of three sections, a 250 foot section of
enhancement level II, followed by a 45 foot section of restoration for the removal of another pipe and
reestablishment of the channel profile and banks, and ending with 25 feet of enhancement level II.

UT 4 – The upper 421 feet is enhancement level II. This included removal of invasive plant species and
establishing native riparian vegetation within a 50-foot easement along each bank of the stream
corridor, and excluding cattle with fencing. Any pre-existing fence has been removed from the
easement. The lower 410 feet is enhancement level I. The stream banks have been laid back throughout
this reach in order to reduce the shear stress along the stream banks.

UT 5 – Only enhancement level II is proposed for 184 feet on this reach. This included removal of
invasive plant species and establishing native riparian vegetation within a 50-foot easement along each

Little Buffalo Creek, Project No. 94147 Page 7
As-built Monitoring Plan MY0

bank of the stream corridor, and excluding cattle with fencing. Any pre-existing fence has been removed
from the easement.

UT 6 – Only enhancement level II is proposed for 151 feet on this reach. This included removal of
invasive plant species and establishing native riparian vegetation within a 50-foot easement along each
bank of the stream corridor, and excluding cattle with fencing. Any pre-existing fence has been removed
from the easement.

UT 7 – Enhancement level I is proposed for the first 147 feet of UT-7. The existing channel has been
plugged at the downstream section of the first enhancement section, and a large pool was established
to provide backwater through the culvert and establish adequate flows to remove a fish barrier at the
Old Mine Road culvert. Restoration is proposed for the remaining 980 feet of UT-7. This reach had been
straightened and has downcut several feet until it has reached bedrock. UT-7 has been entirely
reconstructed on its original floodplain and rejoins the mainstem of Little Buffalo Creek upstream of the
prior confluence. The old channel has been plugged at specified locations and filled with the dirt
excavated from the new channel. Areas of existing channel have been left open between the plugs to
develop new amphibian ponds. Two rock cross vanes are proposed, one along the upper section and
one below the new confluence with UT-8, an unnamed tributary to UT 7. A series of 7 step pools have
been installed along the lower segment for approximately 90 feet to account for the drop in elevation.
The segments of enhancement and restoration included removal of invasive plant species and
reestablishing native riparian vegetation within a 50-foot easement along each bank of the stream
corridor, and excluding cattle with fencing where required. Any pre-existing fence has been removed
from the easement.

UT 8 – The entire 62 feet of UT 8 associated with this project is proposed as restoration. The existing UT
8 channel has been plugged, and a new channel with appropriate profile and bank connections
developed at a new confluence point with UT 7 just upstream of the previously existing confluence.
Restoration included removal of invasive plant species and establishing native riparian vegetation within
a 50-foot easement along each bank of the stream corridor and replacing an incised channel with
appropriate dimension and connection with the floodplain. Any pre-existing fence has been removed
from the easement.

6.0 Timeframe

Appendix A: Table 2 presents a detailed description of the timeframe for all project activities and
reporting history completed to date.

7.0 Significant Deviations & Post-Construction Issues

Several deviations from the original proposed design were necessary to address site conditions
encountered during construction. The design changes included profile changes, channel re-alignments,
and structure changes. These deviations were the result of:
• Changes required due to errors in the initial existing conditions survey;
• Natural site constraints such as encountering bedrock during excavation;
• Engineering design aspects that were noticed in the functioning sections of LBC that would help
the functionality of the proposed restoration activities.

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Reach 1- The proposed sections of enhancement level II and restoration were modified to only account
for the sections of restoration in Reach 1 where grading occurred during construction. In addition, the
profile of the restoration reach was raised and the max bankfull depth decreased by .19 feet
(constructed max bankfull depth of 1.81 feet) within the straight and curve pools. This change occurred
due to the high elevation of bedrock in the vicinity of restoration and to meet characteristic slopes of
the C4 channel type on top of the bedrock table. Inner berms were also established to contain low flow
conditions of the restoration channel. As construction began, it was determined that the proposed
bankfull width was similar to the existing bankfull width of the channel, but functioning sections of LBC
had vegetated berms within the channel that contained low flow conditions and established low flow
riffle-pool patterns. Inner vegetated berms were added to the cross section to establish this existing low
flow characteristic of LBC versus the overly wide designed channel bottom that would lose these pattern
characteristics at normal conditions.

Reach 3 – The proposed sections of enhancement level II and restoration were modified to account for
the sections of restoration in Reach 3 where grading occurred during construction. In addition, the
profile of the restoration reach was raised while maintaining the original bankfull capacity within the
proposed cross-sections. This change occurred due to the high elevation of bedrock in the vicinity of
restoration. Inner berms were also established to contain low flow conditions of the restoration
channel. As construction began, it was determined that the proposed bankfull width was similar to the
existing bankfull width of the channel, but functioning sections of LBC had vegetated berms within the
channel that contained low flow conditions and established low flow riffle-pool patterns. Inner
vegetated berms were added to the cross section to establish this existing low flow characteristic of LBC
versus the overly wide designed channel bottom that would lose these pattern characteristics at normal
conditions. Lastly, two (2) root wads were used to provide bank protection and redirect flow and
velocities of flood waters in the channel bend upstream of the restoration section. This area was no
longer over-widened, as an inner berm had established, but the flow of high flows were severely
undercutting the banks within this bend. Root wads will not only provide protection to the bank and
slow/redirect flood waters within the bend, but they can provide additional habitat areas for fish and
amphibians within the channel as well.

Reach 4 – The proposed channel pattern and profile were not adjusted within the section of
enhancement level I where concrete slabs were removed from the channel bank. The existing pattern
and profile of this area has an existing, well-established riffle-pool profile and meandering pattern.
Channel dimensions were modified as the concrete slabs were removed, and channel bank slopes were
cut back along the right bank.

UT 2 – A 49-foot section of enhancement level II was changed to restoration as a 12 inch concrete pipe
was removed, with the channel form, profile and banks re-established.

UT 3 – Multiple segments of UT 3 have been modified to be counted as restoration instead of
enhancement level I or enhancement level II for the removal of multiple concrete pipes along the
tributary. The channel profile and banks were re-established where sections of pipe have been removed.

UT 7 – The length of restoration was decreased and enhancement level I is now proposed for the first
147-foot section of channel. No grading occurred in the first 147 feet of channel, but the head cut
developed at the Old Mine Road culvert was removed by raising the profile of the restoration channel to

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match the elevation of the culvert inlet. In addition, the UT 7 and UT 8 channel connection to LBC has
been relocated to a point upstream of the original proposed design, with the channel patterns adjusted
to make this connection at this upstream point. This was performed due to the proximity of the original
proposed channel and LBC. Concerns that flood waters may cut a new channel in the flood plain to tie
into the LBC connection that was built grew out of pre-construction site visits. Step pool structures were
reduced due to the relocation of the channel connection to LBC. In addition to these deviations, the
profile was raised by 2 feet to match the invert of the Old Mine Road culvert. The existing survey from
2008 listed the invert elevation incorrectly, and the error was identified during site layout of this
channel.
8.0 Methods and References

Monitoring for stream stability, stream hydrology, and vegetation will be monitored annually for five
years following the initial Baseline and As-Built Report. Annual monitoring requirements are based on
the U.S. Army Corp of Engineers Stream Mitigation Guidelines document (USACE 2003) and
supplemental requirements listed in the NCDENR-DMS Ecosystem Enhancement Program Monitoring
Requirements and Performance Standards for Stream and Wetland Mitigation guidance document dated
January 1, 2010 (NCEEP 2010). Establishment, collection, and summarization of data collected will be in
accordance with the NCDENR-DMS guidance document Monitoring Report Template Version 1.3
(1/15/10).

8.1. Stream Channel Stability and Geomorphology

8.1.1 Cross sections
A total of 15 cross-sections, including 9 riffles and 6 pools, were installed upon completion of
construction and will be monitored annually. The total number of cross-sections includes five on the
mainstem of Little Buffalo Creek, one on Unnamed Tributary (UT) 2, four on UT 3, two on UT 4 and three
on UT 7. The total number of cross-sections was reduced from the original estimate in the Mitigation
Plan to be consistent with the USACE 2003 Stream Mitigation Guidelines that call for a permanent,
monumented cross-section at a rate of 1 cross-section per 20 bankfull channel widths, and
approximately 50% of cross-sections occurring at pools and 50% at riffles/ripples. Two additional cross-
sections will be added during the initial Monitoring phase within the step-pool portion of UT 7.

8.1.2 Longitudinal Profiles
A total of approximately 2950 feet of channel along 8 longitudinal profiles will be surveyed annually.
This includes 335 feet on LBC Reach 1, 225 feet on LBC Reach 3, 112 feet on LBC Reach 4, 51 feet on UT
2, 771 feet on UT 3, 411 feet on UT 4, 977 on UT 7 and 62 feet on UT 8. Data collected from annual
monitoring will be compared with the as-built conditions to document the current state of the channel
and any trends in the stream profile occurring throughout the monitoring period. The start and finish
locations of each cross-section and longitudinal profile reach were marked with rebar and PVC conduit.
Both cross-sections and longitudinal profile data will be collected using a total station.

8.2. Stream Hydrology
A total of eight water level gages were installed on site. The gages will be monitored quarterly o
document highest stage for the monitoring interval and verify occurrences of bankfull events. In

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addition, observations of wrack and depositional features in the floodplain will be documented with
photos.

8.3 Vegetation
The CVS-DMS entry tool database was used to calculate the number of monitoring plots needed based
on project acreage. Louis Berger established twelve vegetation monitoring plots across all reaches and
tributaries of the project area based on guidance given in the CVS-DMS Protocol for Recording
Vegetation Version 4.2 (Lee et al. 2008). Each plot measures approximately 0.025 acres individually and
were established and is staked out with bright orange painted rebar and marked with an upright section
of PVC pipe. After planting had been completed Louis Berger recorded the coordinates and height of
each planted stem within each plot. Photos of each plot were also collected as well as GPS coordinates
for plot corners and center points. Year 0 monitoring data was then entered into the CVS-DMS database
under the Little Buffalo Creek Stream Mitigation Project (Project ID 94147).

8.4. Permanent Photo Locations
Permanent photo stations were established at each cross-section to digitally document annual
conditions of the left and right banks. Each vegetation monitoring plot includes a photo station taken
diagonally from a plot corner towards the opposite plot corner.

8.5. Visual Assessment
Visual stream assessments will occur during annual monitoring to summarize performance percentages
of morphological and structural features. Visual vegetation assessments will occur to catalog the extent
and type of vegetation issue areas as compared to the total planted acreage within the project site.

8.6. Maintenance and Contingency
Louis Berger will monitor the site and shall conduct a physical inspection of the site a minimum of once
per year throughout the post-construction monitoring period until performance standards are met.
These site inspections may identify site components and features that require routine maintenance.
Routine maintenance should be expected most often in the first two years following site construction
and may include the following:
• Stream- Routine channel maintenance and repair activities may include chinking of in-stream
structures to prevent piping, securing of loose coir matting, and supplemental installations of
live stakes and other target vegetation along the channel. Areas where storm water and
floodplain flows intercept the channel may also require maintenance to prevent bank failures
and head- cutting.
• Vegetation- Vegetation shall be maintained to ensure the health and vigor of the targeted
plant community. Routine vegetation maintenance and repair activities may include
supplemental planting, pruning, mulching, and fertilizing. Exotic invasive plant species shall be
controlled by mechanical and/or chemical methods. Any vegetation control requiring herbicide
application will be performed in accordance with NC Department of Agriculture (NCDA) rules
and regulations.
• Site Boundaries- Site boundaries shall be identified in the field to ensure clear distinction
between the mitigation site and adjacent properties. Boundaries may be identified by fence,
marker, bollard, post, tree-blazing, or other means as allowed by site conditions and/or

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conservation easement. Boundary markers disturbed, damaged, or destroyed will be repaired
and/or replaced on an as needed basis.
• Ford Crossing- Ford crossings within the site may be maintained only as allowed by
Conservation Easement or existing easement, deed restrictions, rights of way, or corridor
agreements.

8.7 References
Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-DMS Protocol for
Recording Vegetation, Version 4.2 (http://cvs.bio.unc.edu/methods.htm)
US Army Corps of Engineers (USACE). 2003. Stream Mitigation Guidelines, April 2003, Wilmington
District, NC

Appendix A. Background Tables 

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M
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i
gation RatioStream Mitigation Units
Re
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o

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N/
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Restoration 1:1 Enhancement Level II 2.5:11148
Re
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h

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Enhancement Level II 2.5:1498
Re
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Restoration 1:1 Enhancement Level II 2.5:1580
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+
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Enhancement Level I 1.5:1 Enhancement Level II 2.5:1428
Re
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4
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4
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Pr
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N/
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Preservation 5:1409
UT

1
10
+
0
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1
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1
11
1
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1

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I
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En
h
a
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N/A
Enhancement Level II 2.5:144
UT

2
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1
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1
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N/
A
Restoration 1:1 Enhancement Level II 2.5:1 Preservation 5:1343
UT

3
10
+
0
0

t
o

2
4
+
7
5
1,
4
7
5
30
5

R
;
53
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63
4

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L
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N/
A
Restoration 1:1 Enhancement Level I 1.5:1 Enhancement Level II 2.5:1916
UT

4
10
0
+
0
0

t
o

1
8
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3
1
83
1
41
0

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1

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a
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l

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N/
A
Enhancement Level I 1.5:1 Enhancement Level II 2.5:1442
UT

5
10
+
0
0

t
o

1
1
+
8
4
18
4
18
4

E
I
I
En
h
a
n
c
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m
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n
t

L
e
v
e
l

I
I

N/A
Enhancement Level II 2.5:174
UT

6
10
+
0
0

t
o

1
1
+
5
1
15
1
15
1

E
I
I
En
h
a
n
c
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m
e
n
t

L
e
v
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l

I
I
N/A
Enhancement Level II 2.5:160
UT

7
*
10
+
0
0

t
o

2
1
+
2
7
1,
1
2
7
9
8
0

R
14
7

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n
En
h
a
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m
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t

L
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l

I
N/
A
Restoration 1:1 Enhancement Level I 1.5:11078
UT

8
*
1
0
+
0
0

t
o

2
1
+
2
7
6
2
6
2

R
R
e
s
t
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r
a
t
i
o
n
N/A
Restoration 1:162
Re
s
t
o
r
a
t
i
o
n

L
e
v
e
l
S
t
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a
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(
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a
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t
)
Non
-
r
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p
a
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i
a
n

W
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(
a
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(
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f
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Upland (acres)
Ri
v
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e
Non
-
r
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v
e
r
i
n
e
Re
s
t
o
r
a
t
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n
2,
0
1
7
N/A
N/A
N/A
20
1
,
7
0
0
N/A
En
h
a
n
c
e
m
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n
t

N/A
N/A
N/A
N/A
N/A
N/A
En
h
a
n
c
e
m
e
n
t

I
1,
2
4
4
N/A
N/A
N/A
12
4
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N/A
En
h
a
n
c
e
m
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n
t

I
I
7,
7
2
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N/A
N/A
N/A
77
2
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3
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N/A
Cr
e
a
t
i
o
n
N/A
N/A
N/A
N/A
N/A
N/A
Pr
e
s
e
r
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a
t
i
o
n
2,
3
7
8
N/A
N/A
N/A
23
7
,
8
0
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N/A
Hi
g
h

Q
u
a
l
i
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y

P
r
e
s
e
r
v
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o
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N/A
N/A
N/A
N/A
N/A
N/A
El
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Lo
c
a
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i
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Pu
r
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/
F
u
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Notes
Ta
b
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e

1
.

P
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C
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p
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n
e
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s

a
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M
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C
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t
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e

B
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i
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P
r
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e
c
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NC
D
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-

D
M
S

Pr
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N
o
.

9
4
1
4
7
Mi
t
i
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a
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C
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t

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Pr
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a
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A
r
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a

S
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s
*U
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8

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w
a
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r
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a
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n
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w

l
o
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a
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o

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.
No
t
e
:

S
t
a
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b
a
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o
f
f

o
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p
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o
p
o
s
e
d

l
e
n
g
t
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s
;

t
h
e
r
e
f
o
r
e

i
t

m
a
y

n
o
t

c
o
r
r
e
s
p
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n
d

t
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e
x
i
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.

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s
o
,

d
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s
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w
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a
d
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m
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p
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1
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s
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t

o
f

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a
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,

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s

i
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p
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y

a

p
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d
u
c
t

o
f

v
a
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u
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s

b
e
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n
g

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t

l
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f
o
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t
Ri
p
a
r
i
a
n

W
e
t
l
a
n
d

(
a
c
r
e
s
)
BM
P

E
l
e
m
e
n
t
s
No
t
e
s
Activity or Report Data Collection CompleteCompletion or Delivery
Technical Proposal June 2009 August 2008
Categorical Exclusion February 2010 March 2010
Secure Conservation Easement March 2010 July 2012
Mitigation Plan August 2010 April 2014
Final Design – Construction Plans N/A May 2014
Construction June 2014 December 2014
Fencing Installation June 2014 December 2014
Native Species Planting December 2014 December 2014
Mitigation Plan / As-built (Year 0
Monitoring – Baseline)March 2015 July 2015
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Table 2: Project Activity and Reporting History
Little Buffalo Creek Stream Mitigation Project
NCDENR-DMS Project No. 94147
Designer The Louis Berger Group, Inc.
1001 Wade Avenue, Suite 400
Raleigh, NC 27605
Primary Project Design POC
Edward Samanns [phone]
Construction Contractor
Construction contractor POC
Fencing Contractor
Fencing Contractor POC
Planting Contractor
Planting Contract POC
Nursery Stock Suppliers To be determined
The Louis Berger Group, Inc.
1001 Wade Avenue, Suite 400
Raleigh, NC 27605
Stream Monitoring POC Louis Berger Group, Inc., Ed Samanns, CE, PWS
(973- 407-1468)
Vegetation Monitoring POC Louis Berger Group, Inc.
Carolina Sylvics
908 Indian Trail
Edenton, NC 27932
Monitoring Performers
Table 3: Project Contact Table
Little Buffalo Creek Stream Mitigation Project
NCDENR-DMS Project No. 94147
Backwater Environmental, Doug Smith
P.O. Box 1107
Eden, NC 27289
Strader Fencing Inc
5434 Amick Road
Julian, NC 27283
USGS Hydrologic Unit 8-digit 3040105
Reach 1Reach 2Reach 3Reach 4Reach 5Reach 6
2,3051,2441,083969 826 2,043
Type 8Type 8Type 8Type 8Type 8Type 8
191421462446256826324039
37.537.537.537.537.537.5
CCCCCC
C4/F4C4/E4C4/F4C4C4/D4bC4
C4C4C4C4C4C4
R; EII EII R; EII EI; EII EII P
Chewacla/
Goldston ChewaclaChewaclaChewaclaChewaclaChewacla
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Non-hydricNon-hydricNon-hydricNon-hydricNon-hydricNon-hydric
0.48%0.38%0.51%0.39%0.47%0.43%
N/A N/A N/A N/A N/A N/A
PasturePasturePasturePasturePasturePasture
UT 1UT 2UT 3UT 4UT 5UT 6UT 7/UT 8
111 951 1,475831 184 151 1,127
N/A Type 2Type 2Type 2N/A N/A Type 8
293193622548161222
212026.536.527.524.836.5
CCCCCCC
N/A B6 B6/G6B4c N/A N/A F4
No RestorationB6B6B4cNo RestorationNo RestorationC4
EII R; EII, P R; EI; EII EI; EII EII EII R; EI
ChewaclaChewacla Badin/Georgevi
lle GoldstonGoldstonGoldstonChewacla
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Mod. Well
Drained - Well
Drained
Non-hydricNon-hydricNon-hydricNon-hydricNon-hydricNon-hydricNon-hydric
N/A 2.45%2.35%2.17%N/A N/A 0.96%
N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A
Wetland 3
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Applicable?
Y
Y
Y
Y
N
Y
N
Endangered Species ActYLetter to USFWS dated
November 16, 2009
Historic Preservation ActYLetter from NC SHPO dated
February 2, 2010
Essential Fisheries HabitatN/A N/A
Coastal Zone Management Act (CZMA)/ Coastal Area Management N/A N/A
FEMA Floodplain Compliance Y FEMA Floodplain Checklist
Restoration Plan Appendix 9
Regulatory Considerations
RegulationResolved?Supporting Documentation
Waters of the United States – Section 404YPermit 2014-00386
Waters of the United States – Section 401YLetter from NCDENR dated
February 24, 2015
Nationwide Permit Number 27
Hydrologic Impairment N/A N/A
Native vegetation community N/A N/A
Percent composition of exotic invasive vegetationN/A N/A
Drainage class N/A N/A
Soil Hydric Status N/A N/A
Source of Hydrology N/A N/A
Size of Wetland (acres)N/A N/A
Wetland Type (non-riparian, riparian riverine or riparian N/A N/A
Mapped Soil Series N/A N/A
Drainage class
Soil Hydric status
Slope
FEMA classification
Native vegetation community
Percent composition of exaotic invasive vegetation
Wetland Summary Information
Parameters Wetland 1Wetland 2
Valley classification
Drainage area (acres)
NCDWQ stream identification score
NCDWQ Water Quality Classification
Morphological Description (stream type)
Design Rosgen Stream Type
Evolutionary Trend
Design Approach (P1, P2, P3, E, etc)
Underlying mapped soils
Drainage class
Soil Hydric status
Slope
FEMA classification
Native vegetation community
Percent composition of exotic invasive vegetation
Reach Summary Information (Unnamed Tributaries
Parameters
Length of reach (linear feet)
Valley classification
Drainage area (acres)
NCDWQ stream identification score
NCDWQ Water Quality Classification
Morphological Description (stream type)
Design Rosgen Stream Type
Evolutionary Trend
Design Approach (P1, P2, P3, E, etc)
Underlying mapped soils
Project Drainage Area (acres)4,039
Project Drainage Area Percentage of Impervious Area 5%
CGIA Land Use Classification Rural
Reach Summary Information (Mainstem)
Parameters
Length of reach (linear feet)
Project Watershed Summary Information
Physiographic Province Piedmont
River Basin Yadkin-Pee Dee River
USGS Hydrologic Unit 14-digit 3040105020060
DWQ Sub-basin 03-07-12
Project Name Little Buffalo Creek Stream Mitigation Project
County Cabarrus County
Project Area (acres)12
Project Coordinates (latitude and longitude)35.491041°N, . -80.366698° W.
Table 4 Project Information

Appendix B. Visual Assessment Data 

OLD MINE ROAD
OL
D

M
I
N
E

R
O
A
D
OL
D

M
I
N
E

R
O
A
D
KLUTTZ ROAD
18+0
0
20+
0
0
22+
0
0
23+00
10
+
0
0
11
+
0
0
41+0
0
15
+
0
0
16+00
1
7
+
0
0
18+00
10+
0
0
11+00
14+00
58+
0
0
61
+
0
0
63+00
64+0
0
65
+
0
0
67+
0
0
73
+
0
0
75
+
0
0
78+
0
0
79+
0
0
81+
0
0
82+
0
0
83+
0
0
85+0
0
86+
0
0
87+
0
0
89+00
90+0
0
91+0
0
93+00
95+0097+0099+00103+00
10+0
0
12+
0
0
14+00
16
+
0
0
19+00
21
+
0
0
2
3
+
0
0
10+0011+0012+0014+0015+0016+0017+0018+0019+0020+0021+00
13+0
0
14+00
15+00
17+
0
0
19+
0
0
21
+
0
0
10
+
0
0
27+0
0
29+
0
0
31+
0
0
33+
0
0
35+00
37+0
0
38+
0
0
39+
0
0
42+
0
0
44
+
0
0
45+
0
0
47+0
0
48
+
0
0
12
+
0
0
13
+
0
0
1
4
+
0
0
19
+
0
0
1
5
+
0
0
10+
0
0
16+00
17+00
18+00
49
+
0
0
50+
0
0
51
+
0
0
52+0
0
54+00
55+00
43+
0
0
70+
0
0
OLD
M
I
N
E

R
D

1
6
'

S
O
I
L
11+
0
0
12
+
0
0
16+00
24+00
25
+
0
0
11+00
26+
0
0
28+00
30+
0
0
32+
0
0
34+
0
0
36+
0
0
40+
0
0
59
+
0
0
53+00
46+
0
0
57+
0
0
69+
0
0
71+
0
0
77+
0
0
12+00
13+0
0
OLD MINE RD 16' SOIL
94+00
96+0098+00100+00102+00104+00
11+00
13+
0
0
15+00
17
+
0
0
18
+
0
0
20
+
0
0
22
+
0
0
24
+
0
0
13+00101+00
56+00
60+
0
0
62+
0
0
66+
0
0
68
+
0
0
72+00
74
+
0
0
76+00
80+
0
0
84+
0
0
88+0
0
92+
0
0
13
+
7
8
.
5
6
OLD MINE ROAD
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
Appendix B
Stream Photos
Photo 1: Mainstem, Reach 1

Photo 2: Mainstem, Reach 4, UT 3

Photo 3: Mainstem. Reach 6

Vegetation Plot Photos
Photo 1: Veg Plot 1, Post Construction Dec 2014

Photo 2: Veg Plot 2, Post Construction Dec 2014

Photo 3: Veg Plot 3, Post Construction Dec 2014

Photo 4: Veg Plot 4, Post Construction Dec 2014

Photo 5: Veg Plot 5, Post Construction Dec 2014

Photo 6: Veg Plot 6, Post Construction Dec 2014

Photo 7: Veg Plot 7, Post Construction Dec 2014

Photo 8: Veg Plot 8, Post Construction Dec 2014

Photo 9: Veg Plot 9, Post Construction Dec 2014

Photo 10: Veg Plot 10, Post Construction Dec 2014

Photo 11: Veg Plot 11, Post Construction Dec 2014

Photo 12: Veg Plot 12, Post Construction Dec 2014

Appendix C. Vegetation Plot Data 

Pl
o
t
 1
Pl
o
t
 2
Pl
o
t
 3
Pl
o
t
 4
Pl
o
t
 5
Pl
o
t
 6
Plot 7Plot 8Plot 9Plot 10Plot 11Plot 12AB Mean
94
1
4
7
‐01
‐00
0
1
9
4
1
4
7
‐01
‐00
0
2
9
4
1
4
7
‐01
‐00
0
3
9
4
1
4
7
‐01
‐00
0
4
9
4
1
4
7
‐01
‐00
0
5
9
4
1
4
7
‐01
‐00
0
6
9
4
1
4
7
‐01‐000794147‐01‐000894147‐01‐000994147‐01‐001094147‐01‐001194147‐01‐0012
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2111.63
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11511.83
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Appendix D. Stream Measurement and 
Geomorphology Data 

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v
a
t
i
o
n
1
Ba
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
Re
c
o
r
d

e
l
e
v
a
t
i
o
n

(
d
a
t
u
m
)

u
s
e
d
6
3
9
.
3
4
Ba
n
k
f
u
l
l

W
i
d
t
h

(
f
t
)
3
.
5
2
Fl
o
o
d
p
r
o
n
e

W
i
d
t
h

(
f
t
)
8
.
3
4
Ba
n
k
f
u
l
l

M
e
a
n

D
e
p
t
h

(
f
t
)
0
.
5
2
1Ba
n
k
f
u
l
l

M
a
x

D
e
p
t
h

(
f
t
)
0.
7
2
Ba
n
k
f
u
l
l

C
r
o
s
s

S
e
c
t
i
o
n
a
l

A
r
e
a

(
f
t
2)
1.
8
2
Ba
n
k
f
u
l
l

W
i
d
t
h
/
D
e
p
t
h

R
a
t
i
o
6
.
8
2
Ba
n
k
f
u
l
l

E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
2
.
3
7
Ba
n
k
f
u
l
l

B
a
n
k

H
e
i
g
h
t

R
a
t
i
o
1
.
0
1
Cr
o
s
s

S
e
c
t
i
o
n
a
l

A
r
e
a

b
e
t
w
e
e
n

e
n
d

p
i
n
s

(
f
t
2)
20
.
7
3
d5
0

(
m
m
)
5
.
0
0
Sh
a
d
e
d

c
e
l
l
s

i
n
d
i
c
a
t
e

t
h
a
t

t
h
e
s
e

w
i
l
l

t
y
p
i
c
a
l
l
y

n
o
t

b
e

f
i
l
l
e
d

i
n
Cr
o
s
s

S
e
c
t
i
o
n

1

(
R
i
f
f
l
e
)
Cr
o
s
s

S
e
c
t
i
o
n

1

(
P
o
o
l
)
-
3
P
Ta
b
l
e

1
1
a
.

M
o
n
i
t
o
r
i
n
g

d
a
t
a

-

D
i
m
e
n
s
i
o
n
a
l

M
o
r
p
h
o
l
o
g
y

S
u
m
m
a
r
y
(D
i
m
e
n
s
i
o
n
a
l

Pa
r
a
m
e
t
e
r
s

-

C
r
o
s
s

S
e
c
t
i
o
n
s
)
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

(
9
4
1
4
7
)

S
e
g
m
e
n
t
/
R
e
a
c
h
:

U
T
2
1
=

W
i
d
t
h
s

a
n
d

d
e
p
t
h
s

f
o
r

a
n
n
u
a
l

m
e
a
s
u
r
e
m
e
n
t
s

w
i
l
l

b
e

b
a
s
e
d

o
n

t
h
e

b
a
s
e
l
i
n
e

b
a
n
k
f
u
l
l

d
a
t
u
m

r
e
g
a
r
d
l
e
s
s

o
r

di
m
e
n
s
i
o
n
a
l
/
d
e
p
o
s
i
t
i
o
n
a
l

d
e
v
e
l
o
p
m
e
n
t
.

I
n
p
u
t

t
h
e

e
l
e
v
a
t
i
o
n

u
s
e
d

a
s

t
h
e

d
a
t
u
m
,

w
h
i
c
h

s
h
o
u
l
d

b
e

c
o
n
s
i
s
t
e
n
t

a
n
d

b
a
s
e
d

o
n

t
h
e

ba
s
e
l
i
n
e

d
a
t
u
m

e
s
t
a
b
l
i
s
h
e
d
.

I
f

t
h
e

p
e
r
f
o
r
m
e
r

h
a
s

i
n
h
e
r
i
t
e
d

t
h
e

p
r
o
j
e
c
t

a
n
d

c
a
n
n
t

a
c
q
u
i
r
e

t
h
e

d
a
t
u
m

u
s
e
d

f
o
r

p
r
i
o
r

y
e
a
r
s

t
h
i
s

mu
s
t

b
e

d
i
s
c
u
s
s
e
d

w
i
t
h

NC
D
E
N
R
-
D
M
S
.
I
f

t
h
i
s

c
a
n
n
o
t

b
e

r
e
s
o
l
v
e
d

i
n

t
i
m
e

f
o
r

a

g
i
v
e
n

y
e
a
r
s

r
e
p
o
r
t

s
u
b
m
i
s
s
i
o
i
n

a

f
o
o
t
n
o
t
e

i
n

th
i
s

s
h
o
u
l
d

b
e

i
n
c
l
u
d
e
d

t
h
a
t

s
t
a
t
e
s

:

"
I
t

i
s

u
n
c
e
r
t
a
i
n

i
f

t
h
e

m
o
n
i
t
o
r
i
n
g

d
a
t
u
m

h
a
s

b
e
e
n

c
o
n
s
i
s
t
e
n
t

o
v
e
r

t
h
e

m
o
n
i
t
o
r
i
n
g

h
i
s
t
o
r
y
,

wh
i
c
h

m
a
y

i
n
f
l
u
e
n
c
e

c
a
l
c
u
l
a
t
e
d

v
a
l
u
e
s
.

A
d
d
i
t
i
o
n
a
l

d
a
t
a

f
r
o
m

a

p
r
i
o
r

p
e
r
f
o
r
m
e
r

i
s

b
e
i
n
g

a
c
q
u
i
r
e
d

t
o

p
r
o
v
i
d
e

c
o
n
f
i
r
m
a
t
i
o
n
.

Va
l
u
e
s

w
i
l
l

b
e

r
e
c
a
l
c
u
l
a
t
e
d

i
n

a

f
u
t
u
r
e

s
u
b
m
i
s
s
i
o
n

b
a
s
e
d

o
n

a

c
o
n
s
i
s
t
e
n

d
a
t
u
m

i
s

d
e
t
e
r
m
i
n
e
d

t
o

b
e

n
e
c
e
s
s
a
r
y
.
"
Tabl
e
11
a.

Mon
it
or
ing

data
-

Di
me
n
s
ion
a
l Mor
p
holog
y

Sum
m
a
r
y
(D
i
me
n
s
ion
a
l
Pa
r
a
m
e
t
e
r
s

-

C
r
o
s
s

S
e
c
t
i
o
n
s
)
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

(
9
4
1
4
7
)

S
e
g
m
e
n
t
/
R
e
a
c
h
:

M
a
i
n
s
t
e
m

R
e
a
c
h

4
1
=

W
i
d
t
h
s

a
n
d

d
e
p
t
h
s

f
o
r

a
n
n
u
a
l

m
e
a
s
u
r
e
m
e
n
t
s

w
i
l
l

b
e

b
a
s
e
d

o
n

t
h
e

b
a
s
e
l
i
n
e

b
a
n
k
f
u
l
l

d
a
t
u
m

r
e
g
a
r
d
l
e
s
s

o
r

di
m
e
n
s
i
o
n
a
l
/
d
e
p
o
s
i
t
i
o
n
a
l

d
e
v
e
l
o
p
m
e
n
t
.

I
n
p
u
t

t
h
e

e
l
e
v
a
t
i
o
n

u
s
e
d

a
s

t
h
e

d
a
t
u
m
,

w
h
i
c
h

s
h
o
u
l
d

b
e

c
o
n
s
i
s
t
e
n
t

a
n
d

b
a
s
e
d

o
n

t
h
e

ba
s
e
l
i
n
e

d
a
t
u
m

e
s
t
a
b
l
i
s
h
e
d
.

I
f

t
h
e

p
e
r
f
o
r
m
e
r

h
a
s

i
n
h
e
r
i
t
e
d

t
h
e

p
r
o
j
e
c
t

a
n
d

c
a
n
n
t

a
c
q
u
i
r
e

t
h
e

d
a
t
u
m

u
s
e
d

f
o
r

p
r
i
o
r

y
e
a
r
s

t
h
i
s

mu
s
t

b
e

d
i
s
c
u
s
s
e
d

w
i
t
h

NC
D
E
N
R
-
D
M
S
.
I
f

t
h
i
s

c
a
n
n
o
t

b
e

r
e
s
o
l
v
e
d

i
n

t
i
m
e

f
o
r

a

g
i
v
e
n

y
e
a
r
s

r
e
p
o
r
t

s
u
b
m
i
s
s
i
o
i
n

a

f
o
o
t
n
o
t
e

i
n

th
i
s

s
h
o
u
l
d

b
e

i
n
c
l
u
d
e
d

t
h
a
t

s
t
a
t
e
s

:

"
I
t

i
s

u
n
c
e
r
t
a
i
n

i
f

t
h
e

m
o
n
i
t
o
r
i
n
g

d
a
t
u
m

h
a
s

b
e
e
n

c
o
n
s
i
s
t
e
n
t

o
v
e
r

t
h
e

m
o
n
i
t
o
r
i
n
g

h
i
s
t
o
r
y
,

wh
i
c
h

m
a
y

i
n
f
l
u
e
n
c
e

c
a
l
c
u
l
a
t
e
d

v
a
l
u
e
s
.

A
d
d
i
t
i
o
n
a
l

d
a
t
a

f
r
o
m

a

p
r
i
o
r

p
e
r
f
o
r
m
e
r

i
s

b
e
i
n
g

a
c
q
u
i
r
e
d

t
o

p
r
o
v
i
d
e

c
o
n
f
i
r
m
a
t
i
o
n
.

Va
l
u
e
s

w
i
l
l

b
e

r
e
c
a
l
c
u
l
a
t
e
d

i
n

a

f
u
t
u
r
e

s
u
b
m
i
s
s
i
o
n

b
a
s
e
d

o
n

a

c
o
n
s
i
s
t
e
n

d
a
t
u
m

i
s

d
e
t
e
r
m
i
n
e
d

t
o

b
e

n
e
c
e
s
s
a
r
y
.
"
Ba
s
e
d

o
n

f
i
x
e
d

b
a
s
e
l
i
n
e

b
a
n
k
f
u
l
l

e
l
e
v
a
t
i
o
n
1
Ba
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
B
a
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
B
a
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
B
a
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
Re
c
o
r
d

e
l
e
v
a
t
i
o
n

(
d
a
t
u
m
)

u
s
e
d
6
4
7
.
1
4
63
8
.
7
2
63
2
.
7
9
62
2
.
9
2
Ba
n
k
f
u
l
l

W
i
d
t
h

(
f
t
)
3
.
5
0
4.
0
6
5.
9
1
3.
7
3
Fl
o
o
d
p
r
o
n
e

W
i
d
t
h

(
f
t
)
2
4
.
4
5
8.
2
8
13
.
1
4
6.
3
5
Ba
n
k
f
u
l
l

M
e
a
n

D
e
p
t
h

(
f
t
)
0
.
5
3
0.
2
5
0.
2
9
0.
2
0
1Ba
n
k
f
u
l
l

M
a
x

D
e
p
t
h

(
f
t
)
0.
8
2
0.
4
6
0.
6
1
0.
3
1
Ba
n
k
f
u
l
l

C
r
o
s
s

S
e
c
t
i
o
n
a
l

A
r
e
a

(
f
t
2)
1.
8
4
1.
0
1
1.
6
9
0.
7
5
Ba
n
k
f
u
l
l

W
i
d
t
h
/
D
e
p
t
h

R
a
t
i
o
6
.
6
6
16
.
3
2
20
.
6
7
18
.
6
1
Ba
n
k
f
u
l
l

E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
6
.
9
9
2.
0
4
2.
2
2
1.
7
0
Ba
n
k
f
u
l
l

B
a
n
k

H
e
i
g
h
t

R
a
t
i
o
0
.
7
4
0.
5
4
0.
5
7
0.
7
1
Cr
o
s
s

S
e
c
t
i
o
n
a
l

A
r
e
a

b
e
t
w
e
e
n

e
n
d

p
i
n
s

(
f
t
2)
13
.
5
0
27
.
6
1
26
.
6
3
15
.
6
4
d5
0

(
m
m
)
s
i
l
t
/
c
l
a
y
si
l
t
/
c
l
a
y
4.
5
0
0.
1
1
Sh
a
d
e
d

c
e
l
l
s

i
n
d
i
c
a
t
e

t
h
a
t

t
h
e
s
e

w
i
l
l

t
y
p
i
c
a
l
l
y

n
o
t

b
e

f
i
l
l
e
d

i
n
Ba
s
e
d

o
n

f
i
x
e
d

b
a
s
e
l
i
n
e

b
a
n
k
f
u
l
l

e
l
e
v
a
t
i
o
n
1
Ba
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
B
a
s
e
M
Y
1
M
Y
2
M
Y
3
M
Y
4
M
Y
5
M
Y
+
Re
c
o
r
d

e
l
e
v
a
t
i
o
n

(
d
a
t
u
m
)

u
s
e
d
6
2
9
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8
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63
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 Po
o
l
,
 St
a
t
i
o
n
 23
+
3
8
.
1
9
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐Bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
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o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
4
1
.
4
B
a
n
k
f
u
l
l

E
l
e
v
a
t
i
o
n
:
6
4
0
.
2
1
0.
0
4
3
6
4
0
.
2
7
B
a
n
k
f
u
l
l

C
r
o
s
s
-
S
e
c
t
i
o
n
a
l

A
r
e
a
:
4
3
.
1
5
0.
8
3
9
6
4
0
.
2
2
B
a
n
k
f
u
l
l

W
i
d
t
h
:
3
5
.
2
1
2.
3
5
8
6
3
9
.
9
6
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
i
o
n
:
6
4
3
.
7
9
3.
4
5
4
6
3
9
.
4
8
F
l
o
o
d

P
r
o
n
e

W
i
d
t
h
:
>
8
0
4.
3
7
1
6
3
9
.
0
8
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
1
.
7
9
6.
7
6
6
3
9
.
0
8
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
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l
:
1
.
2
3
9.
7
5
5
6
3
8
.
9
5
W
/
D

R
a
t
i
o
:
2
8
.
7
3
10
.
9
9
6
3
8
.
7
7
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
:
>
2
.
2
12
.
2
7
7
6
3
8
.
5
4
B
a
n
k

H
e
i
g
h
t

R
a
t
i
o
:
1
.
0
0
13
.
8
1
6
3
8
.
5
1
16
.
0
7
9
6
3
8
.
4
8
St
r
e
a
m

T
y
p
e
C
4
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
17
.
6
1
4
6
3
8
.
4
3
19
.
5
8
1
6
3
8
.
4
5
21
.
6
6
3
8
.
4
2
23
.
4
3
2
6
3
8
.
4
2
25
.
4
2
3
6
3
8
.
7
9
27
.
9
8
7
6
3
9
.
2
6
31
.
0
9
5
6
3
9
.
3
33
.
6
4
2
6
3
9
.
4
2
34
.
7
3
1
6
3
9
.
8
36
.
1
3
7
6
4
0
.
2
1
C
r
o
s
s

s
e
c
t
i
o
n

P
l
o
t
36
.
5
7
4
6
4
0
.
9
2
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

MS
-
1
R
2.
9
9
6/
5
/
2
0
1
5
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
24+91.17 MS-1R Looking Upstream
63
8
63
9
64
0
64
1
64
2
64
3
64
4
64
5
0
5
1
0
1
5
2
0
2
5
3
0
3
5
4
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 2,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 24
+
9
1
.
1
7
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
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t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
3
2
.
0
7
B
a
n
k
f
u
l
l

E
l
e
v
a
t
i
o
n
:
6
3
0
.
9
2
0.
2
3
3
6
3
1
.
4
2
B
a
n
k
f
u
l
l

C
r
o
s
s
-
S
e
c
t
i
o
n
a
l

A
r
e
a
:
4
8
.
2
3
1.
6
9
4
6
3
1
B
a
n
k
f
u
l
l

W
i
d
t
h
:
3
8
.
3
1
3.
8
2
6
6
3
0
.
4
5
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
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o
n
:
6
3
4
.
7
2
5.
7
4
9
6
3
0
.
1
4
F
l
o
o
d

P
r
o
n
e

W
i
d
t
h
:
>
9
0
7.
0
0
6
6
2
9
.
8
4
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
1
.
9
0
8.
0
1
5
6
2
9
.
3
4
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
u
l
:
1
.
2
6
10
.
0
3
5
6
2
9
.
2
7
W
/
D

R
a
t
i
o
:
3
0
.
4
3
12
.
6
7
6
6
2
9
.
4
7
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
:
>
2
.
2
14
.
4
6
2
9
.
4
5
B
a
n
k

H
e
i
g
h
t

R
a
t
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o
:
0
.
9
4
15
.
3
4
7
6
2
9
.
2
1
18
.
7
3
6
6
2
9
.
1
7
St
r
e
a
m

T
y
p
e
C
4
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
21
.
7
2
8
6
2
9
.
0
2
24
.
8
0
8
6
2
9
.
1
3
27
.
9
6
6
6
2
9
.
1
3
29
.
1
6
2
9
.
6
4
30
.
1
1
5
6
2
9
.
8
4
32
.
8
4
6
6
2
9
.
9
6
36
.
3
5
6
6
3
0
.
2
9
37
.
5
5
9
6
3
0
.
5
2
39
.
4
9
1
6
3
0
.
5
5
40
.
2
7
5
6
3
0
.
9
2
C
r
o
s
s

s
e
c
t
i
o
n

P
l
o
t
42
.
6
2
6
6
3
1
.
0
8
43
.
6
2
8
6
3
1
.
6
1
44
.
3
6
3
6
3
2
.
1
1
44
.
4
5
8
6
3
2
.
9
3
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

MS
-
2
R
2.
8
2
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
4908.73 MS-2R Looking Upstream
62
8
62
9
63
0
63
1
63
2
63
3
63
4
63
5
63
6
0
5
1
0
1
5
2
0
2
5
3
0
3
5
4
0
4
5
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 3,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 49
+
0
8
.
7
3
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
3
0
.
4
6
B
a
n
k
f
u
l
l

E
l
e
v
a
t
i
o
n
:
6
2
9
.
8
0
0.
3
5
6
2
9
.
8
B
a
n
k
f
u
l
l

C
r
o
s
s
-
S
e
c
t
i
o
n
a
l

A
r
e
a
:
4
3
.
7
9
1.
5
8
3
6
2
9
.
3
8
B
a
n
k
f
u
l
l

W
i
d
t
h
:
3
9
.
5
9
4.
9
3
3
6
2
9
.
2
7
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
i
o
n
:
6
3
4
.
6
8
7.
1
3
2
6
2
8
.
9
4
F
l
o
o
d

P
r
o
n
e

W
i
d
t
h
:
>
9
0
8.
3
5
8
6
2
8
.
8
4
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
2
.
4
4
9.
2
6
3
6
2
8
.
7
2
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
u
l
:
1
.
1
1
12
.
5
7
4
6
2
8
.
8
6
W
/
D

R
a
t
i
o
:
3
5
.
7
9
14
.
0
1
6
2
8
.
7
5
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
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o
:
>
2
.
2
14
.
9
9
1
6
2
8
.
1
2
B
a
n
k

H
e
i
g
h
t

R
a
t
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o
:
0
.
6
9
17
.
4
8
7
6
2
7
.
6
3
19
.
9
1
1
6
2
7
.
3
6
St
r
e
a
m

T
y
p
e
C
4
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
21
.
3
3
8
6
2
7
.
3
8
23
.
6
3
9
6
2
7
.
7
4
25
.
1
5
6
2
7
.
8
6
27
.
7
1
3
6
2
8
.
1
1
28
.
7
6
2
8
.
7
6
29
.
5
2
6
2
9
.
2
7
34
.
9
2
5
6
2
9
.
5
7
37
.
2
5
2
6
2
9
.
3
4
39
.
2
2
3
6
2
9
.
5
8
40
.
9
1
5
6
3
0
.
1
C
r
o
s
s

s
e
c
t
i
o
n

P
l
o
t
43
.
2
5
6
3
0
.
0
9
45
.
5
0
1
6
3
0
.
2
9
45
.
5
4
1
6
3
1
.
2
5
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

MS
-
2
P
2.
8
2
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
5008.51 MS-2P Looking Upstream
62
6
62
7
62
8
62
9
63
0
63
1
63
2
63
3
63
4
63
5
63
6
0
5
1
0
1
5
2
0
2
5
3
0
3
5
4
0
4
5
5
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 4,
 Po
o
l
,
 St
a
t
i
o
n
 50
+
0
8
.
5
1
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
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5
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v
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6433.12 MS-3P Looking Upstream
62
6
62
7
62
8
62
9
63
0
63
1
63
2
63
3
63
4
63
5
63
6
0
5
1
0
1
5
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0
2
5
3
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3
5
4
0
4
5
5
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
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e
e
k
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i
n
s
t
e
m
X‐Se
c
t
i
o
n
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o
l
,
 St
a
t
i
o
n
 50
+
0
8
.
5
1
Ba
s
e
l
i
n
e
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n
k
f
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n
g
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t
u
m
Fl
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o
d
p
r
o
n
e
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e
a
As
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i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
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I
D
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A
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s
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m
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l
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1391.34 UT2-1R Looking Upstream
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

UT
2
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1
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0.
3
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5
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0
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5
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5
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0
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5
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0
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0
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2
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01
2
3
4
5
6
7
8
9
1
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
2
 to
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t
t
l
e
 Bu
f
f
a
l
o
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e
e
k
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i
n
s
t
e
m
X‐Se
c
t
i
o
n
 1,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 13
+
9
1
.
3
4
Ba
s
e
l
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n
e
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n
k
f
u
l
l
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n
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t
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r
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n
g
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t
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m
Fl
o
o
d
p
r
o
n
e
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e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
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n
a
g
e

A
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a

(
s
q

m
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)
:
Da
t
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:
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l
d

C
r
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w
:
St
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n
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l
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v
a
t
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M
A
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Y

D
A
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A
Ph
o
t
o
0
6
4
8
.
6
5
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a
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k
f
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l

E
l
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v
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t
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n
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7
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1
4
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1
5
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9
5
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1
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6
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7
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4
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B
a
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k
f
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l

W
i
d
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h
:
3
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5
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3.
2
9
5
6
4
6
.
9
3
F
l
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d

P
r
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n
e

A
r
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a

E
l
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v
a
t
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n
:
6
4
8
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7
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3.
8
1
3
6
4
6
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6
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P
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i
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4
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4
5
4.
1
7
6
4
6
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4
4
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a
t

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f
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:
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8
5
5
6
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6
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3
3
M
e
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n

D
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p
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a
t

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k
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0
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1
5
9
6
4
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2
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/
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R
a
t
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:
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6
6
5.
7
3
6
6
4
6
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4
7
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n
t
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n
c
h
m
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n
t

R
a
t
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o
:
6
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9
9
6.
2
9
6
6
4
7
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1
4
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a
n
k

H
e
i
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t

R
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t
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o
:
0
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3
9
6.
9
6
4
6
4
7
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5
1
8.
5
8
6
6
4
8
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1
3
St
r
e
a
m

T
y
p
e
B
6
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
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o
n
8.
8
1
9
6
4
8
.
9
3
Cr
o
s
s

s
e
c
t
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o
n

P
l
o
t
Ya
d
k
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n
-
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e

D
e
e

R
i
v
e
r
1166.28 UT3-1R Looking Upstream
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

UT
3
-
1
R
0.
0
9
7
6/
5
/
2
0
1
5
64
6
64
7
64
7
64
8
64
8
64
9
64
9
65
0
01
2
3
4
5
6
7
8
9
1
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 1,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 11
+
6
6
.
2
8
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
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n
a
g
e

A
r
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a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
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o
n
E
l
e
v
a
t
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n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
4
1
.
6
3
B
a
n
k
f
u
l
l

E
l
e
v
a
t
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n
:
6
3
8
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7
2
0.
1
1
6
6
4
0
.
8
3
B
a
n
k
f
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l

C
r
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s
s
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c
t
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n
a
l

A
r
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a
:
1
.
0
1
3.
1
2
6
3
9
.
5
4
B
a
n
k
f
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l
l

W
i
d
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h
:
4
.
0
6
4.
7
9
8
6
3
8
.
7
2
F
l
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o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
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o
n
:
6
3
9
.
6
4
5.
6
6
6
3
8
.
5
2
F
l
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o
d

P
r
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n
e

W
i
d
t
h
:
8
.
2
8
6.
6
7
9
6
3
8
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2
6
M
a
x

D
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p
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h

a
t

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a
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:
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4
2
3
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n

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t

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a
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:
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5
7.
8
6
8
6
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5
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/
D

R
a
t
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o
:
1
6
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3
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8.
9
6
6
6
3
8
.
7
5
E
n
t
r
e
n
c
h
m
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n
t

R
a
t
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o
:
2
.
0
4
10
.
5
3
6
6
3
9
.
4
6
B
a
n
k

H
e
i
g
h
t

R
a
t
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o
:
0
.
4
3
12
.
8
4
8
6
4
0
.
1
3
12
.
9
4
4
6
4
1
.
2
5
St
r
e
a
m

T
y
p
e
B
6
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
1534.98 UT3-2P Looking Upstream
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

UT
3
-
2
P
0.
0
9
7
63
8
.
0
63
8
.
5
63
9
.
0
63
9
.
5
64
0
.
0
64
0
.
5
64
1
.
0
64
1
.
5
64
2
.
0
02
4
6
8
1
0
1
2
1
4
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 2,
 Po
o
l
,
 St
a
t
i
o
n
 15
+
3
4
.
9
8
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
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n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
3
4
.
5
5
B
a
n
k
f
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l
l

E
l
e
v
a
t
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o
n
:
6
3
2
.
7
9
0.
2
4
9
6
3
4
.
4
3
B
a
n
k
f
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l

C
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s
-
S
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t
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n
a
l

A
r
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a
:
1
.
6
9
2.
8
0
8
6
3
3
.
5
9
B
a
n
k
f
u
l
l

W
i
d
t
h
:
5
.
9
1
5.
2
2
6
3
2
.
5
3
F
l
o
o
d

P
r
o
n
e

A
r
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a

E
l
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v
a
t
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n
:
6
3
4
.
0
1
5.
7
1
7
6
3
2
.
2
5
F
l
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d

P
r
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n
e

W
i
d
t
h
:
1
3
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1
4
6.
4
9
9
6
3
2
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1
8
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
0
.
6
1
7.
1
4
6
3
2
.
3
4
M
e
a
n

D
e
p
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h

a
t

B
a
n
k
f
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l
:
0
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2
9
8.
9
1
4
6
3
2
.
6
4
W
/
D

R
a
t
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o
:
2
0
.
6
7
10
.
5
5
7
6
3
2
.
7
9
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
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o
:
2
.
2
2
12
.
6
3
5
6
3
3
.
4
8
B
a
n
k

H
e
i
g
h
t

R
a
t
i
o
:
0
.
4
6
13
.
9
9
9
6
3
3
.
7
8
15
.
3
2
2
6
3
4
.
2
4
St
r
e
a
m

T
y
p
e
B
6
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
15
.
4
5
5
6
3
5
.
2
9
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
0.
0
9
7
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
UT
3
-
2
R
1802.03 UT3-2R Looking Upstream
63
2
.
0
63
2
.
5
63
3
.
0
63
3
.
5
63
4
.
0
63
4
.
5
63
5
.
0
63
5
.
5
0
2
4
6
8
1
01
21416
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 3,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 18
+
0
2
.
0
3
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
2
4
.
9
2
B
a
n
k
f
u
l
l

E
l
e
v
a
t
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o
n
:
6
2
2
.
9
2
0.
2
1
5
6
2
4
.
1
B
a
n
k
f
u
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l

C
r
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s
s
-
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e
c
t
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n
a
l

A
r
e
a
:
0
.
7
5
1.
6
0
9
6
2
3
.
5
B
a
n
k
f
u
l
l

W
i
d
t
h
:
3
.
7
3
2.
6
1
1
6
2
3
.
0
7
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
i
o
n
:
6
2
3
.
5
4
3.
2
1
7
6
2
2
.
8
3
F
l
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o
d

P
r
o
n
e

W
i
d
t
h
:
6
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3
5
3.
9
1
5
6
2
2
.
6
1
M
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x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
0
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3
1
4.
4
8
4
6
2
2
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6
1
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
u
l
:
0
.
2
0
5.
1
1
3
6
2
2
.
6
5
W
/
D

R
a
t
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o
:
1
8
.
6
1
5.
6
6
4
6
2
2
.
7
1
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
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o
:
1
.
7
0
6.
7
1
8
6
2
2
.
9
2
B
a
n
k

H
e
i
g
h
t

R
a
t
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o
:
0
.
6
8
7.
8
2
8
6
2
3
.
5
2
8.
7
3
8
6
2
4
.
0
8
St
r
e
a
m

T
y
p
e
B
6
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
9.
0
5
5
6
2
5
.
0
1
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
UT
3
-
3
R
0.
0
9
7
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

2426.03 UT3-3R Looking Upstream
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
62
2
62
3
62
3
62
4
62
4
62
5
62
5
62
6
01
2
3
4
5
6
7
8
9
1
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 4,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 24
+
2
6
.
0
3
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
3
1
.
0
2
B
a
n
k
f
u
l
l

E
l
e
v
a
t
i
o
n
:
6
2
9
.
8
4
0.
1
8
5
6
2
9
.
8
4
B
a
n
k
f
u
l
l

C
r
o
s
s
-
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e
c
t
i
o
n
a
l

A
r
e
a
:
2
7
.
3
7
2.
6
6
3
6
2
9
.
4
8
B
a
n
k
f
u
l
l

W
i
d
t
h
:
2
0
.
3
8
4.
3
8
8
6
2
8
.
4
8
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
i
o
n
:
6
3
5
.
2
6
6.
3
1
8
6
2
8
.
1
2
F
l
o
o
d

P
r
o
n
e

W
i
d
t
h
:
>
1
0
0
7.
6
3
8
6
2
7
.
8
4
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
2
.
7
1
8.
8
7
3
6
2
7
.
3
6
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
u
l
:
1
.
3
4
10
.
6
3
9
6
2
7
.
1
3
W
/
D

R
a
t
i
o
:
1
5
.
1
8
12
.
1
0
6
6
2
7
.
3
5
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
:
>
2
.
2
12
.
8
8
6
6
2
7
.
8
3
B
a
n
k

H
e
i
g
h
t

R
a
t
i
o
:
0
.
6
3
13
.
5
7
6
6
2
8
.
1
4
14
.
4
2
6
6
2
8
.
6
3
St
r
e
a
m

T
y
p
e
C
4
b
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
16
.
5
1
8
6
2
8
.
9
3
18
.
7
8
9
6
2
9
.
1
8
20
.
9
0
5
6
2
9
.
9
7
22
.
2
7
3
6
3
0
.
3
4
22
.
4
1
6
6
3
1
.
1
6
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
1559.37 UT4-1P Looking Upstream
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

UT
4
-
1
P
0.
4
6/
5
/
2
0
1
5
62
6
62
7
62
8
62
9
63
0
63
1
63
2
63
3
63
4
63
5
63
6
0
2
4
6
8
1
0
1
2
1
4
1
6
1
8
2
0
2
2
2
4
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
4
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 1,
 Po
o
l
,
 St
a
t
i
o
n
 15
+
5
9
.
3
7
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
No

P
h
o
t
o
0
6
2
8
.
3
7
B
a
n
k
f
u
l
l

E
l
e
v
a
t
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o
n
:
6
2
7
.
4
1
0.
0
4
6
2
7
.
4
1
B
a
n
k
f
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l

C
r
o
s
s
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e
c
t
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n
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l

A
r
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a
:
1
2
.
1
3
2.
0
2
6
6
2
7
.
0
3
B
a
n
k
f
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l
l

W
i
d
t
h
:
1
3
.
3
2
4.
1
2
4
6
2
6
.
5
6
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
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v
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t
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o
n
:
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3
0
.
8
3
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9
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4
6
2
6
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3
9
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l
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d

P
r
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n
e

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d
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h
:
>
5
0
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1
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5
6
2
6
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3
6
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x

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h

a
t

B
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k
f
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:
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4
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5
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n

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h

a
t

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k
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:
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8.
5
6
4
6
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5
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7
4
W
/
D

R
a
t
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o
:
1
4
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6
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9.
5
6
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5
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7
0
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n
t
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n
c
h
m
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t

R
a
t
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o
:
>
2
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2
10
.
3
8
9
6
2
6
.
0
5
B
a
n
k

H
e
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g
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t

R
a
t
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o
:
0
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6
0
11
.
2
5
3
6
2
6
.
4
5
12
.
2
7
6
2
6
.
8
6
St
r
e
a
m

T
y
p
e
C
4
b
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
13
.
9
0
2
6
2
7
.
6
6
14
.
8
8
8
6
2
8
14
.
9
9
4
6
2
8
.
8
1
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
1727.36 UT4-1R Looking Upstream
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

UT
4
-
1
R
0.
4
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
62
5
62
6
62
7
62
8
62
9
63
0
63
1
63
2
02
4
6
8
1
0
1
2
1
4
1
6
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
4
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 2,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 17
+
2
7
.
3
6
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
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n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
1
7
.
3
5
B
a
n
k
f
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l

E
l
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v
a
t
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o
n
:
6
1
5
.
8
7
0.
3
6
3
6
1
6
.
4
4
B
a
n
k
f
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C
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s
s
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c
t
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n
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l

A
r
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a
:
1
9
.
9
3
4.
2
9
9
6
1
6
.
4
8
B
a
n
k
f
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l

W
i
d
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h
:
2
0
.
7
1
6.
4
3
8
6
1
6
.
1
9
F
l
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d

P
r
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n
e

A
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a

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l
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v
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t
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n
:
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8
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2
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7.
6
8
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6
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5
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7
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F
l
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d

P
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e

W
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:
>
1
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8
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5
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D
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p
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t

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k
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:
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7
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3
7
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6
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n

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t

B
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k
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l
:
0
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6
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6
8
6
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4
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W
/
D

R
a
t
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o
:
2
1
.
5
2
18
.
8
9
6
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4
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7
E
n
t
r
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n
c
h
m
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n
t

R
a
t
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o
:
>
2
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9
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k

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e
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t

R
a
t
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o
:
0
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7
8
25
.
3
6
8
6
1
4
.
8
5
26
.
7
3
8
6
1
4
.
9
6
St
r
e
a
m

T
y
p
e
C
4
S
t
a
t
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o
n

a
n
d

d
e
s
c
r
i
p
t
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o
n
27
.
2
5
6
1
5
.
6
2
27
.
9
5
6
1
5
.
8
7
29
.
8
8
7
6
1
6
.
1
3
34
.
6
5
1
6
1
6
.
2
7
37
.
8
7
4
6
1
7
.
3
1
37
.
9
3
4
6
1
7
.
3
1
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
UT
7
-
1
R
1.
9
1
Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
1345.64 UT7-1R Looking Upstream
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

61
5
61
5
61
6
61
6
61
7
61
7
61
8
61
8
61
9
0
5
1
0
1
5
2
0
2
5
3
0
3
5
4
0
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
7
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 1,
 Ri
f
f
l
e
,
 St
a
t
i
o
n
 13
+
4
5
.
6
4
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
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n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
1
6
.
1
1
B
a
n
k
f
u
l
l

E
l
e
v
a
t
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o
n
:
6
1
4
.
9
3
0.
1
6
1
5
.
1
8
B
a
n
k
f
u
l
l

C
r
o
s
s
-
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e
c
t
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o
n
a
l

A
r
e
a
:
2
5
.
9
8
2.
8
2
6
1
4
.
9
3
B
a
n
k
f
u
l
l

W
i
d
t
h
:
2
7
.
1
5.
7
2
6
6
1
4
.
5
1
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
i
o
n
:
6
1
7
.
5
1
8.
0
5
9
6
1
4
.
0
7
F
l
o
o
d

P
r
o
n
e

W
i
d
t
h
:
>
8
0
10
.
1
8
8
6
1
3
.
7
6
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
1
.
2
9
18
.
3
9
4
6
1
3
.
6
9
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
u
l
:
0
.
9
6
22
.
7
1
3
6
1
3
.
6
4
W
/
D

R
a
t
i
o
:
2
8
.
2
7
27
.
4
0
9
6
1
3
.
9
9
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
:
>
2
.
2
28
.
9
4
7
6
1
4
.
6
B
a
n
k

H
e
i
g
h
t

R
a
t
i
o
:
0
.
6
7
30
.
3
4
5
6
1
5
.
0
9
33
.
2
3
9
6
1
5
.
2
St
r
e
a
m

T
y
p
e
C
4
S
t
a
t
i
o
n

a
n
d

d
e
s
c
r
i
p
t
i
o
n
38
.
5
6
8
6
1
5
.
4
2
41
.
9
0
7
6
1
5
.
5
5
42
.
3
9
5
6
1
6
.
4
Cr
o
s
s

s
e
c
t
i
o
n

P
l
o
t
Ya
d
k
i
n
-
P
e
e

D
e
e

R
i
v
e
r
Li
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k

Cr
o
s
s

S
e
c
t
i
o
n

P
l
o
t

E
x
h
i
b
i
t
1.
9
1
6/
5
/
2
0
1
5
Da
v
i
d

T
u
r
n
e
r
,

T
u
r
n
e
r

L
a
n
d

S
u
r
v
e
y
i
n
g
1592.61 UT7-1P Looking Upstream
UT
7
-
1
P
61
3
.
0
61
3
.
5
61
4
.
0
61
4
.
5
61
5
.
0
61
5
.
5
61
6
.
0
61
6
.
5
61
7
.
0
61
7
.
5
61
8
.
0
0
5
10
15
20
25
30
35
4045
Elevation (ft)
Di
s
t
a
n
c
e
 (f
t
)
UT
7
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
X‐Se
c
t
i
o
n
 2,
 Po
o
l
,
 St
a
t
i
o
n
 15
+
9
2
.
6
1
Ba
s
e
l
i
n
e
 Ba
n
k
f
u
l
l
 Mo
n
i
t
o
r
i
n
g
 Da
t
u
m
Fl
o
o
d
p
r
o
n
e
 Ar
e
a
As
‐bu
i
l
t
 10
/
2
0
1
4
Top of Rebar
Ri
v
e
r

B
a
s
i
n
:
Wa
t
e
r
s
h
e
d
:
XS

I
D
:
Dr
a
i
n
a
g
e

A
r
e
a

(
s
q

m
i
)
:
Da
t
e
:
Fi
e
l
d

C
r
e
w
:
St
a
t
i
o
n
E
l
e
v
a
t
i
o
n
S
U
M
M
A
R
Y

D
A
T
A
Ph
o
t
o
0
6
1
4
.
7
2
B
a
n
k
f
u
l
l

E
l
e
v
a
t
i
o
n
:
6
1
3
.
6
0.
2
6
5
6
1
3
.
7
5
B
a
n
k
f
u
l
l

C
r
o
s
s
-
S
e
c
t
i
o
n
a
l

A
r
e
a
:
2
1
.
6
8
3.
1
4
7
6
1
3
.
6
B
a
n
k
f
u
l
l

W
i
d
t
h
:
1
8
.
5
8
4.
8
7
8
6
1
3
.
1
8
F
l
o
o
d

P
r
o
n
e

A
r
e
a

E
l
e
v
a
t
i
o
n
:
6
1
6
.
9
8
6.
0
1
6
6
1
2
.
5
7
F
l
o
o
d

P
r
o
n
e

W
i
d
t
h
:
>
8
0
6.
7
2
5
6
1
2
.
0
4
M
a
x

D
e
p
t
h

a
t

B
a
n
k
f
u
l
l
:
1
.
6
9
7.
7
3
6
1
1
.
9
5
M
e
a
n

D
e
p
t
h

a
t

B
a
n
k
f
u
l
:
1
.
1
7
9.
1
1
6
6
1
1
.
9
5
W
/
D

R
a
t
i
o
:
1
5
.
9
2
11
.
3
1
6
1
1
.
9
1
E
n
t
r
e
n
c
h
m
e
n
t

R
a
t
i
o
:
>
2
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6
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L
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B
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w
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D
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10
%
20
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30
%
40
%
50
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60
%
70
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80
%
90
%
10
0
%
Cumulative Percent
Pa
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c
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S
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(
m
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)
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#
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%
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g
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g
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0
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g
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4
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g
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9
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c
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l
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c
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b
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b
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r
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2
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b
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%
Be
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5
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0
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c
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Sa
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d
Pr
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c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
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k
Cr
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e
c
t
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n
:

M
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1
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:

R
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f
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b
b
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d
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r
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L

%

o
f

w
h
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e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
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v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
18
%
20
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
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d
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l

C
l
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s
s

P
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r
c
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n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
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p
t
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n
M
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r
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S
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(
m
m
)
T
o
t
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l

#
I
t
e
m

%
C
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m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
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0
6
2
4
8
%
8
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ve
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y

f
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n
e

s
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d
0
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1
2
5
3
6
%
1
4
%
fi
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s
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n
d
0
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2
5
0
5
1
0
%
2
4
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me
d
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m

s
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d
0
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5
0
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4
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co
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s
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1
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0
0
0
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ve
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c
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s
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2
.
0
4
8
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3
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ve
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f
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g
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4
.
0
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g
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5
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7
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4
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g
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0
4
8
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me
d
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g
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1
1
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3
3
6
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0
%
me
d
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m

g
r
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l
1
6
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0
4
8
%
6
8
%
co
a
r
s
e

g
r
a
v
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l
2
2
.
3
4
8
%
7
6
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
1
0
2
0
%
9
6
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
0
0
%
9
6
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
1
2
%
9
8
%
sm
a
l
l

c
o
b
b
l
e
9
0
0
0
%
9
8
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
1
2
%
1
0
0
%
la
r
g
e

c
o
b
b
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e
1
8
0
0
0
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1
0
0
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ve
r
y

l
a
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g
e

c
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e
2
5
6
0
0
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1
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0
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sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
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l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
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l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
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1
0
0
%
50
1
0
0
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1
0
0
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6
0
.
1
5
D3
5
2
.
5
0
D5
0
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.
7
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4
2
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0
0
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0
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0
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Sa
n
d
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o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

M
S
-
2
P
Fe
a
t
u
r
e
:

P
o
o
l
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%5%
10
%
15
%
20
%
25
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
0
0
%
0
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
0
%
fi
n
e

s
a
n
d
0
.
2
5
0
0
0
%
0
%
me
d
i
u
m

s
a
n
d
0
.
5
0
0
0
%
0
%
co
a
r
s
e

s
a
n
d
1
.
0
0
0
0
%
0
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
2
4
%
4
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
1
2
%
6
%
fi
n
e

g
r
a
v
e
l
5
.
7
1
2
%
8
%
fi
n
e

g
r
a
v
e
l
8
.
0
4
8
%
1
6
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
1
2
%
1
8
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
3
6
%
2
4
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
6
1
2
%
3
6
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
8
1
6
%
5
2
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
7
1
4
%
6
6
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
7
1
4
%
8
0
%
sm
a
l
l

c
o
b
b
l
e
9
0
7
1
4
%
9
4
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
2
4
%
9
8
%
la
r
g
e

c
o
b
b
l
e
1
8
0
1
2
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
50
1
0
0
%
1
0
0
%
D1
6
8
D3
5
2
2
.
5
D5
0
3
1
D8
4
7
1
D9
5
1
0
0
D1
0
0
1
8
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

M
S
-
2
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
18
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
8
1
4
%
1
4
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
6
1
0
%
2
4
%
fi
n
e

s
a
n
d
0
.
2
5
0
5
9
%
3
3
%
me
d
i
u
m

s
a
n
d
0
.
5
0
3
5
%
3
8
%
co
a
r
s
e

s
a
n
d
1
.
0
0
1
2
%
4
0
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
3
5
%
4
5
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
4
7
%
5
2
%
fi
n
e

g
r
a
v
e
l
5
.
7
1
2
%
5
3
%
fi
n
e

g
r
a
v
e
l
8
.
0
3
5
%
5
9
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
4
7
%
6
6
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
4
7
%
7
2
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
4
7
%
7
9
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
2
3
%
8
3
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
1
2
%
8
4
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
0
0
%
8
4
%
sm
a
l
l

c
o
b
b
l
e
9
0
0
0
%
8
4
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
1
2
%
8
6
%
la
r
g
e

c
o
b
b
l
e
1
8
0
4
7
%
9
3
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
9
3
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
9
3
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
9
3
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
9
3
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
9
3
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
4
7
%
1
0
0
%
58
1
0
0
%
1
0
0
%
D1
6
0
.
0
7
D3
5
0
.
3
5
D5
0
3
.
4
D8
4
4
0
D9
5
3
4
0
D1
0
0
B
e
d
r
o
c
k
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

M
S
-
3
P
Fe
a
t
u
r
e
:

P
o
o
l
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
5
9
%
9
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
9
%
fi
n
e

s
a
n
d
0
.
2
5
0
4
7
%
1
6
%
me
d
i
u
m

s
a
n
d
0
.
5
0
1
2
%
1
8
%
co
a
r
s
e

s
a
n
d
1
.
0
0
1
2
%
2
0
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
5
9
%
2
9
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
8
1
5
%
4
4
%
fi
n
e

g
r
a
v
e
l
5
.
7
5
9
%
5
3
%
fi
n
e

g
r
a
v
e
l
8
.
0
2
4
%
5
6
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
3
5
%
6
2
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
2
4
%
6
5
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
0
0
%
6
5
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
1
1
2
0
%
8
5
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
5
9
%
9
5
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
2
4
%
9
8
%
sm
a
l
l

c
o
b
b
l
e
9
0
1
2
%
1
0
0
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
0
0
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
55
1
0
0
%
1
0
0
%
D1
6
0
.
2
5
D3
5
2
.
7
D5
0
5
D8
4
3
0
D9
5
4
5
D1
0
0
9
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
2
-
1
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%5%
10
%
15
%
20
%
25
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
2
5
8
3
%
8
3
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
1
3
%
8
7
%
fi
n
e

s
a
n
d
0
.
2
5
0
1
3
%
9
0
%
me
d
i
u
m

s
a
n
d
0
.
5
0
1
3
%
9
3
%
co
a
r
s
e

s
a
n
d
1
.
0
0
1
3
%
9
7
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
1
3
%
1
0
0
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
0
0
%
1
0
0
%
fi
n
e

g
r
a
v
e
l
5
.
7
0
0
%
1
0
0
%
fi
n
e

g
r
a
v
e
l
8
.
0
0
0
%
1
0
0
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
0
0
%
1
0
0
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
0
0
%
1
0
0
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
0
0
%
1
0
0
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
0
0
%
1
0
0
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
0
0
%
1
0
0
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
0
0
%
1
0
0
%
sm
a
l
l

c
o
b
b
l
e
9
0
0
0
%
1
0
0
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
0
0
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
30
1
0
0
%
1
0
0
%
D1
6
0
.
0
0
D3
5
0
.
0
0
D5
0
0
.
0
0
D8
4
0
.
0
0
D9
5
0
.
7
0
D1
0
0
2
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
3
-
1
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
2
8
5
5
%
5
5
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
1
2
%
5
7
%
fi
n
e

s
a
n
d
0
.
2
5
0
8
1
6
%
7
3
%
me
d
i
u
m

s
a
n
d
0
.
5
0
2
4
%
7
6
%
co
a
r
s
e

s
a
n
d
1
.
0
0
2
4
%
8
0
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
5
1
0
%
9
0
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
3
6
%
9
6
%
fi
n
e

g
r
a
v
e
l
5
.
7
0
0
%
9
6
%
fi
n
e

g
r
a
v
e
l
8
.
0
0
0
%
9
6
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
1
2
%
9
8
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
1
2
%
1
0
0
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
0
0
%
1
0
0
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
0
0
%
1
0
0
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
0
0
%
1
0
0
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
0
0
%
1
0
0
%
sm
a
l
l

c
o
b
b
l
e
9
0
0
0
%
1
0
0
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
0
0
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
51
1
0
0
%
1
0
0
%
D1
6
0
.
0
0
D3
5
0
.
0
0
D5
0
0
.
0
0
D8
4
1
.
3
0
D9
5
3
.
5
0
D1
0
0
1
6
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
3
-
1
P
Fe
a
t
u
r
e
:

P
o
o
l
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%
10
%
20
%
30
%
40
%
50
%
60
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
5
9
%
9
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
9
%
fi
n
e

s
a
n
d
0
.
2
5
0
5
9
%
1
8
%
me
d
i
u
m

s
a
n
d
0
.
5
0
0
0
%
1
8
%
co
a
r
s
e

s
a
n
d
1
.
0
0
1
2
%
2
0
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
5
9
%
2
9
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
9
1
6
%
4
5
%
fi
n
e

g
r
a
v
e
l
5
.
7
8
1
5
%
6
0
%
fi
n
e

g
r
a
v
e
l
8
.
0
9
1
6
%
7
6
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
3
5
%
8
2
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
7
1
3
%
9
5
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
1
2
%
9
6
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
1
2
%
9
8
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
0
0
%
9
8
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
1
2
%
1
0
0
%
sm
a
l
l

c
o
b
b
l
e
9
0
0
0
%
1
0
0
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
0
0
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
55
1
0
0
%
1
0
0
%
D1
6
0
.
1
8
D3
5
2
.
5
5
D5
0
4
.
5
0
D8
4
1
2
.
0
0
D9
5
1
8
.
0
0
D1
0
0
6
4
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
3
-
2
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
18
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
1
7
3
3
%
3
3
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
1
0
2
0
%
5
3
%
fi
n
e

s
a
n
d
0
.
2
5
0
5
1
0
%
6
3
%
me
d
i
u
m

s
a
n
d
0
.
5
0
0
0
%
6
3
%
co
a
r
s
e

s
a
n
d
1
.
0
0
0
0
%
6
3
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
2
4
%
6
7
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
3
6
%
7
3
%
fi
n
e

g
r
a
v
e
l
5
.
7
3
6
%
7
8
%
fi
n
e

g
r
a
v
e
l
8
.
0
7
1
4
%
9
2
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
1
2
%
9
4
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
2
4
%
9
8
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
0
0
%
9
8
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
1
2
%
1
0
0
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
0
0
%
1
0
0
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
0
0
%
1
0
0
%
sm
a
l
l

c
o
b
b
l
e
9
0
0
0
%
1
0
0
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
0
0
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
51
1
0
0
%
1
0
0
%
D1
6
0
.
0
0
D3
5
0
.
0
7
D5
0
0
.
1
1
D8
4
6
.
5
0
D9
5
1
3
.
0
0
D1
0
0
3
2
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
3
-
3
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%5%
10
%
15
%
20
%
25
%
30
%
35
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
1
2
%
2
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
2
%
fi
n
e

s
a
n
d
0
.
2
5
0
3
6
%
6
%
me
d
i
u
m

s
a
n
d
0
.
5
0
0
0
%
6
%
co
a
r
s
e

s
a
n
d
1
.
0
0
2
4
%
9
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
8
1
5
%
2
1
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
3
6
%
2
6
%
fi
n
e

g
r
a
v
e
l
5
.
7
7
1
3
%
4
0
%
fi
n
e

g
r
a
v
e
l
8
.
0
4
8
%
4
7
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
7
1
3
%
6
0
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
2
4
%
6
4
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
3
6
%
7
0
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
4
8
%
7
7
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
1
2
%
7
9
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
3
6
%
8
5
%
sm
a
l
l

c
o
b
b
l
e
9
0
2
4
%
8
9
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
1
2
%
9
1
%
la
r
g
e

c
o
b
b
l
e
1
8
0
1
2
%
9
2
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
9
2
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
9
2
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
9
2
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
1
2
%
9
4
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
9
4
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
9
4
%
53
1
0
0
%
1
0
0
%
D1
6
1.
3
0
D3
5
4.
4
0
D5
0
7.
0
0
D8
4
4
0
.
0
0
D9
5
1
0
0
.
0
0
D1
0
0
1
0
2
4
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
4
-
1
P
Fe
a
t
u
r
e
:

P
o
o
l
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
5
1
0
%
1
0
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
1
2
%
1
2
%
fi
n
e

s
a
n
d
0
.
2
5
0
2
4
%
1
6
%
me
d
i
u
m

s
a
n
d
0
.
5
0
0
0
%
1
6
%
co
a
r
s
e

s
a
n
d
1
.
0
0
0
0
%
1
6
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
2
4
%
2
0
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
6
1
2
%
3
2
%
fi
n
e

g
r
a
v
e
l
5
.
7
3
6
%
3
8
%
fi
n
e

g
r
a
v
e
l
8
.
0
5
1
0
%
4
8
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
4
8
%
5
6
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
6
1
2
%
6
8
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
7
1
4
%
8
2
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
3
6
%
8
8
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
4
8
%
9
6
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
0
0
%
9
6
%
sm
a
l
l

c
o
b
b
l
e
9
0
1
2
%
9
8
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
1
2
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
50
1
0
0
%
1
0
0
%
D1
6
0
.
2
5
D3
5
4
.
8
0
D5
0
8
.
9
0
D8
4
2
6
.
0
0
D9
5
4
4
.
0
0
D1
0
0
1
2
8
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
4
-
1
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
3
1
6
0
%
6
0
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
6
0
%
fi
n
e

s
a
n
d
0
.
2
5
0
3
6
%
6
5
%
me
d
i
u
m

s
a
n
d
0
.
5
0
2
4
%
6
9
%
co
a
r
s
e

s
a
n
d
1
.
0
0
2
4
%
7
3
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
1
2
%
7
5
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
2
4
%
7
9
%
fi
n
e

g
r
a
v
e
l
5
.
7
3
6
%
8
5
%
fi
n
e

g
r
a
v
e
l
8
.
0
1
2
%
8
7
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
2
4
%
9
0
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
0
0
%
9
0
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
1
2
%
9
2
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
0
0
%
9
2
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
2
4
%
9
6
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
0
0
%
9
6
%
sm
a
l
l

c
o
b
b
l
e
9
0
1
2
%
9
8
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
1
2
%
1
0
0
%
la
r
g
e

c
o
b
b
l
e
1
8
0
0
0
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
52
1
0
0
%
1
0
0
%
D1
6
0
.
0
0
D3
5
0
.
0
0
D5
0
0
.
0
0
D8
4
3
.
9
0
D9
5
3
6
.
0
0
D1
0
0
1
2
8
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
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e
k
Cr
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s
-
S
e
c
t
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n
:

U
T
7
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1
P
Fe
a
t
u
r
e
:

P
o
o
l
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
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l

C
l
a
s
s

P
e
r
c
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n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
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p
t
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n
M
a
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e
r
i
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l
S
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(
m
m
)
T
o
t
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l

#
I
t
e
m

%
C
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m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
0
0
%
0
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
0
%
fi
n
e

s
a
n
d
0
.
2
5
0
8
1
5
%
1
5
%
me
d
i
u
m

s
a
n
d
0
.
5
0
4
8
%
2
3
%
co
a
r
s
e

s
a
n
d
1
.
0
0
3
6
%
2
8
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
1
2
%
3
0
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
1
2
%
3
2
%
fi
n
e

g
r
a
v
e
l
5
.
7
1
2
%
3
4
%
fi
n
e

g
r
a
v
e
l
8
.
0
3
6
%
4
0
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
2
4
%
4
3
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
1
2
%
4
5
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
2
4
%
4
9
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
8
1
5
%
6
4
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
5
9
%
7
4
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
7
1
3
%
8
7
%
sm
a
l
l

c
o
b
b
l
e
9
0
4
8
%
9
4
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
0
0
%
9
4
%
la
r
g
e

c
o
b
b
l
e
1
8
0
3
6
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
53
1
0
0
%
1
0
0
%
D1
6
0
.
2
7
D3
5
6
.
1
0
D5
0
2
3
.
0
0
D8
4
6
0
.
0
0
D9
5
9
5
.
0
0
D1
0
0
1
8
0
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
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o
n
:

U
T
7
-
1
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%2%4%6%8%
10
%
12
%
14
%
16
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
De
s
c
r
i
p
t
i
o
n
M
a
t
e
r
i
a
l
S
i
z
e

(
m
m
)
T
o
t
a
l

#
I
t
e
m

%
C
u
m

%
Si
l
t
/
C
l
a
y
si
l
t
/
c
l
a
y
0
.
0
6
2
2
1
4
1
%
4
1
%
ve
r
y

f
i
n
e

s
a
n
d
0
.
1
2
5
0
0
%
4
1
%
fi
n
e

s
a
n
d
0
.
2
5
0
4
8
%
4
9
%
me
d
i
u
m

s
a
n
d
0
.
5
0
0
0
%
4
9
%
co
a
r
s
e

s
a
n
d
1
.
0
0
1
2
%
5
1
%
ve
r
y

c
o
a
r
s
e

s
a
n
d
2
.
0
0
0
%
5
1
%
ve
r
y

f
i
n
e

g
r
a
v
e
l
4
.
0
1
2
%
5
3
%
fi
n
e

g
r
a
v
e
l
5
.
7
0
0
%
5
3
%
fi
n
e

g
r
a
v
e
l
8
.
0
0
0
%
5
3
%
me
d
i
u
m

g
r
a
v
e
l
1
1
.
3
1
2
%
5
5
%
me
d
i
u
m

g
r
a
v
e
l
1
6
.
0
0
0
%
5
5
%
co
a
r
s
e

g
r
a
v
e
l
2
2
.
3
3
6
%
6
1
%
co
a
r
s
e

g
r
a
v
e
l
3
2
.
0
0
0
%
6
1
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
4
5
6
1
2
%
7
3
%
ve
r
y

c
o
a
r
s
e

g
r
a
v
e
l
6
4
5
1
0
%
8
2
%
sm
a
l
l

c
o
b
b
l
e
9
0
4
8
%
9
0
%
me
d
i
u
m

c
o
b
b
l
e
1
2
8
1
2
%
9
2
%
la
r
g
e

c
o
b
b
l
e
1
8
0
4
8
%
1
0
0
%
ve
r
y

l
a
r
g
e

c
o
b
b
l
e
2
5
6
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
3
6
2
0
0
%
1
0
0
%
sm
a
l
l

b
o
u
l
d
e
r
5
1
2
0
0
%
1
0
0
%
me
d
i
u
m

b
o
u
l
d
e
r
1
0
2
4
0
0
%
1
0
0
%
la
r
g
e

b
o
u
l
d
e
r
2
0
4
8
0
0
%
1
0
0
%
Be
d
r
o
c
k
be
d
r
o
c
k
4
0
0
9
6
0
0
%
1
0
0
%
51
1
0
0
%
1
0
0
%
D1
6
0
.
0
0
D3
5
0
.
0
0
D5
0
0
.
5
0
D8
4
6
9
.
0
0
D9
5
1
5
0
.
0
0
D1
0
0
1
8
0
.
0
0
Sa
n
d
Pr
o
j
e
c
t

N
a
m
e
:

L
i
t
t
l
e

B
u
f
f
a
l
o

C
r
e
e
k
Cr
o
s
s
-
S
e
c
t
i
o
n
:

U
T
7
-
2
R
Fe
a
t
u
r
e
:

R
i
f
f
l
e
20
1
5
Gr
a
v
e
l
Co
b
b
l
e
Bo
u
l
d
e
r
TO
T
A
L

%

o
f

w
h
o
l
e

c
o
u
n
t
Su
m
m
a
r
y

D
a
t
a
0%
10
%
20
%
30
%
40
%
50
%
60
%
70
%
80
%
90
%
10
0
%
Cumulative Percent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
Cu
m
u
l
a
t
i
v
e

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
0%5%
10
%
15
%
20
%
25
%
30
%
35
%
40
%
45
%
Individual ClassPercent
Pa
r
t
i
c
l
e

S
i
z
e

(
m
m
)
In
d
i
v
i
d
u
a
l

C
l
a
s
s

P
e
r
c
e
n
t
MY
0

-

3
/
2
0
1
5
63
6
63
7
63
8
63
9
64
0
64
1
21
5
0
2
2
0
0
2
2
5
0
2
3
0
0
2
3
5
0
2
4
0
0
2
4
5
0
2
5
0
0
2
5
5
0
2
6
0
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
‐Re
a
c
h
 2
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 22
+
0
0
 to
 25
+
7
7
.
3
7
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
MS
‐1P
MS
‐1R
Cr
o
s
s
 Se
c
t
i
o
n
 TW Points AS‐BUILTS
Cr
o
s
s
 Se
c
t
i
o
n
 WS
 Po
i
n
t
s
 AS
‐BU
I
L
T
S
Cr
o
s
s
 Se
c
t
i
o
n
 TOB Points AS‐BUILTS
62
6
62
7
62
8
62
9
63
0
63
1
63
2
48
0
0
4
8
5
0
4
9
0
0
4
9
5
0
5
0
0
0
5
0
5
0
5
1
0
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
‐Re
a
c
h
 3
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 48
+
1
2
.
4
2
 to
 50
+
5
6
.
5
1
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
MS
‐2R
MS
‐2P
Cr
o
s
s
 Se
c
t
i
o
n
 TW Points AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 WS
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 TOB Point AS‐BUILT
62
0
62
1
62
2
62
3
62
4
62
5
63
5
0
6
3
7
0
6
3
9
0
6
4
1
0
6
4
3
0
6
4
5
0
6
4
7
0
6
4
9
0
6
5
1
0
6
5
3
0
6
5
5
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
‐Re
a
c
h
 4
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 63
+
7
0
.
4
8
 to
 65
+
2
1
.
3
7
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
MS
‐3P
Cr
o
s
s
 Se
c
t
i
o
n
 TW
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 WS Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 TO
B
 Po
i
n
t
 AS
‐BU
I
L
T
63
7
63
7
.
5
63
8
63
8
.
5
63
9
63
9
.
5
64
0
13
7
0
1
3
8
0
1
3
9
0
1
4
0
0
1
4
1
0
1
4
2
0
1
4
3
0
1
4
4
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
2
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 13
+
7
8
.
5
6
 to
 14
+
2
9
.
8
0
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
UT
2
‐1R
Cr
o
s
s
 Se
c
t
i
o
n
 TW
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Section WS Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 TO
B
 Po
i
n
t
 AS
‐BU
I
L
T
64
5
64
6
64
7
64
8
64
9
65
0
65
1
10
0
0
1
0
5
0
1
1
0
0
1
1
5
0
1
2
0
0
1
2
5
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m

Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 10
+
0
0
 to
 12
+
1
5
.
0
5
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
UT
3
‐1R
Cr
o
s
s
 Se
c
t
i
o
n
 TW
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 WS Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 TO
B
 Po
i
n
t
 AS
‐BU
I
L
T
63
0
63
2
63
4
63
6
63
8
64
0
64
2
14
5
0
1
5
0
0
1
5
5
0
1
6
0
0
1
6
5
0
1
7
0
0
1
7
5
0
1
8
0
0
1
8
5
0
1
9
0
0
1
9
5
0
2
0
0
0
2
0
5
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m

Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 14
+
6
6
.
6
2
 to
 20
+
2
1
.
9
7
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
UT
3
‐2P
UT
3
‐2R
Cr
o
s
s
 Se
c
t
i
o
n
 TW Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 WS
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 TOB Point AS‐BUILT
62
6
.
9
62
7
62
7
.
1
62
7
.
2
62
7
.
3
21
2
5
2
1
3
0
2
1
3
5
2
1
4
0
2
1
4
5
2
1
5
0
2
1
5
5
2
1
6
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m

Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 21
+
2
8
.
3
3
 to
 21
+
5
5
.
1
2
Th
a
l
w
a
g
 As
‐built 10/2014
62
1
62
2
62
3
62
4
24
0
0
2
4
0
5
2
4
1
0
2
4
1
5
2
4
2
0
2
4
2
5
2
4
3
0
2
4
3
5
2
4
4
0
2
4
4
5
2
4
5
0
2
4
5
5
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
3
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m

Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 24
+
0
5
.
1
3
 to
 24
+
5
0
.
7
4
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
UT
3
‐3R
Cr
o
s
s
 Se
c
t
i
o
n
 TW
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 WS Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 TO
B
 Po
i
n
t
 AS
‐BU
I
L
T
62
4
62
5
62
6
62
7
62
8
62
9
63
0
63
1
14
0
0
1
4
5
0
1
5
0
0
1
5
5
0
1
6
0
0
1
6
5
0
1
7
0
0
1
7
5
0
1
8
0
0
1
8
5
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
4
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 14
+
2
1
.
2
5
 to
 18
+
3
0
.
5
7
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
UT
4
‐1P
UT
4
‐1R
Cr
o
s
s
 Se
c
t
i
o
n
 TW Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 WS
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 TOB Point AS‐BUILT
60
6
60
8
61
0
61
2
61
4
61
6
11
0
0
1
3
0
0
1
5
0
0
1
7
0
0
1
9
0
0
2
1
0
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
7
 to
 Li
t
t
l
e
 Bu
f
f
a
l
o
 Cr
e
e
k
 Ma
i
n
s
t
e
m
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 11
+
4
6
.
8
0
 to
 21
+
2
6
.
7
1
Th
a
l
w
a
g
 As
‐bu
i
l
t
 10
/
2
0
1
4
UT
7
‐1R
UT
7
‐1P
UT
7
‐2R
Cr
o
s
s
 Se
c
t
i
o
n
 TW
 Po
i
n
t
 AS
‐BU
I
L
T
Cr
o
s
s
 Se
c
t
i
o
n
 WS Point AS‐BUILT
Cr
o
s
s
 Se
c
t
i
o
n
 TO
B
 Po
i
n
t
 AS
‐BU
I
L
T
61
2
61
2
.
5
61
3
61
3
.
5
61
4
61
4
.
5
61
5
10
1
0
1
0
2
0
1
0
3
0
1
0
4
0
1
0
5
0
1
0
6
0
1
0
7
0
1
0
8
0
1
0
9
0
Elevation (ft)
St
a
t
i
o
n
 (f
t
)
UT
8
 to
 UT
7
Lo
n
g
i
t
u
d
i
n
a
l
 Pr
o
f
i
l
e
,
 As
‐bu
i
l
t
 St
a
t
i
o
n
i
n
g
 10
+
1
9
.
0
8
 to
 10
+
8
0
.
7
8
Th
a
l
w
a
g
 As
‐built 10/2014

Appendix E. As‐built Plan Sheets 
UT 2UT 3UT 7 UT 6 UT 5 UT 4UT 8 UT 1LITTLE BUFFALOCREEK MAINSTEM LITTLE BUFFALOCREEK MAINSTEM
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
RE
A
C
H

1
RE
A
C
H

2
RE
A
C
H

3
RE
A
C
H

4
RE
A
C
H

5
REACH 6
CO
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+000+100+200+30
0+
4
0
0+
5
0
636 638 640 642 644
63
6
63
8
64
0
64
2
64
4
0+
0
0
0+
1
0
0+
2
0
0+
3
0
63
6
63
8
64
0
64
2
64
4
63
6
63
8
64
0
64
2
64
4
CROSS SECTION SCALEHORIZONTAL: 1"=5'(22x34)1"=10'(11x17)VERTICAL: 1"=5'(22x34)1"=10'(11x17)MS-1PCROSS SECTIONSTATION 23+38.19
MS
-
1
R
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

2
4
+
9
1
.
1
7
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+
1
0
636 638 640 642 644
63
6
63
8
64
0
64
2
64
4
0+00 CROSS SECTION SCALEHORIZONTAL: 1"=2.5' 22x34)VERTICAL: 1"=2.5' (22x34)UT2-1RCROSS SECTIONSTATION 13+91.34
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+
1
0
636 638 640 642 644
63
6
63
8
64
0
64
2
64
4
0+00 CROSS SECTION SCALEHORIZONTAL: 1"=2.5' 22x34)VERTICAL: 1"=2.5' (22x34)UT2-1RCROSS SECTIONSTATION 13+91.34
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+
0
0
0+
1
0
0+
2
0
62
4
62
6
62
8
63
0
63
2
62
4
62
6
62
8
63
0
63
2
0+
0
0
0+
1
0
62
2
62
4
62
6
62
8
63
0
62
2
62
4
62
6
62
8
63
0
UT
4
-
1
P
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
5
+
5
9
.
3
7
UT
4
-
1
R
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
7
+
2
7
.
3
6
0+000+100+200+30
0+
4
0
626 628 630 632 634
62
6
62
8
63
0
63
2
63
4
0+000+100+200+30
0+
4
0
626 630
62
6
62
8
63
0
63
2
628 632 CROSS SECTION SCALEHORIZONTAL: 1"=5'(22x34)VERTICAL: 1"=5'(22x34)MS-2RCROSS SECTIONSTATION 49+08.73MS-2PCROSS SECTIONSTATION 50+08.51
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+000+10 620 622 624 626 62862
0
62
2
62
4
62
6
62
8
UT3-3RCROSS SECTIONSTATION 24+26.03CROSS SECTION SCALEHORIZONTAL: 1"=2.5'(22x34)VERTICAL: 1"=2.5'(22x34)
0+
0
0
0+
1
0
0+
2
0
0+
3
0
61
8
62
0
62
2
62
4
62
6
62
8
61
8
62
0
62
2
62
4
62
6
62
8
MS
-
3
P
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

6
4
+
3
3
.
1
2
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+
0
0
64
2
64
4
64
6
64
8
64
2
64
4
64
6
65
0
65
0
64
8
CR
O
S
S

S
E
C
T
I
O
N

S
C
A
L
E
HO
R
I
Z
O
N
T
A
L
:

1
"
=
2
.
5
'
(
2
2
x
3
4
)
VE
R
T
I
C
A
L
:

1
"
=
2
.
5
'
(
2
2
x
3
4
)
UT
3
-
1
R
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
1
+
6
6
.
2
8
0+
0
0
0+
1
0
0+
1
0
63
0
63
2
63
4
63
6
63
8
63
0
63
2
63
4
63
6
63
8
0+
0
0
UT
3
-
2
R
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
8
+
0
2
.
0
3
0+
0
0
0+
1
0
63
6
63
8
64
0
64
2
64
4
63
6
63
8
64
0
64
4
64
2
UT
3
-
1
P
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
5
+
3
4
.
9
8
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+000+100+200+30 612 614 616 618 620
61
2
61
4
61
6
62
0
61
8
CROSS SECTION SCALEHORIZONTAL: 1"=5'(22x34)VERTICAL: 1"=5'(22x34)UT7-1RCROSS SECTIONSTATION 13+45.64
0+
0
0
0+
1
0
0+
2
0
0+
3
0
0+
0
0
0+
1
0
0+
2
0
0+
3
0
0+
4
0
61
0
61
2
61
4
61
6
61
8
61
0
61
2
61
4
61
6
61
8
UT
7
-
1
P
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
5
+
9
2
.
6
1
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
0+00
0+
1
0
0+
2
0
608 610 612 614 616
60
8
61
0
61
2
61
4
61
6
CROSS SECTION SCALEHORIZONTAL: 1"=2.5' (22x34)VERTICAL: 1"=2.5' (22x34)
UT
7
-
2
R
CR
O
S
S

S
E
C
T
I
O
N
ST
A
T
I
O
N

1
8
+
4
6
.
1
9
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
16+00
19
+
0
0
19
+
5
0
14+7015+5015+0016+50
17
+
0
0
17
+
5
0
18
+
0
0
18
+
5
0
20
+
0
0
630 632 634 636 638
63
0
640
63
2
63
4
63
6
63
8
64
0
14+2014+5015+0015+50
16
+
5
0
16+00
17
+
0
0
17
+
5
0
18
+
0
0
624 626 628 630 632
62
4
62
6
62
8
63
0
63
2
10
+
5
0
10
+
1
0
61
1
61
2
61
6
61
1
61
4
61
6
61
4
61
2
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
THE LOUIS BERGER GROUP, Inc.
1001 Wade Avenue
Raleigh, North Carolina 27605 NCDENR-DMS
RE
A
C
H

1
RE
A
C
H

2
RE
A
C
H

3
RE
A
C
H

4
RE
A
C
H

5
REACH 6
CO
N
S
E
R
V
A
T
I
O
N

E
A
S
E
M
E
N
T