20140547 Ver 1_Mitigation Plans_20140523

FINAL MITIGATION PLAN
601 East Stream Restoration
Union County, North Carolina
EEP Project Identification Number 95756
Yadkin River Basin 03 -07 -14
Cataloging Unit 03040105
Contract #004925
RFP #16- 004110
Prepared for:
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NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
January 2014

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601 East Stream Restoration
Union County, North Carolina
EEP Project Identification Number 95756
Contract #004925
RFP #16- 004110
Yadkin River Basin 03 -07 -14
Cataloging Unit 03040105
Prepared for:
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PROGRAM
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Prepared by:
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Environmental Banc & Exchange, LLC
909 Capability Drive, Suite 3100
Raleigh, NC 27606
And:
WARD
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ENGINEERS
Ward Consulting Engineers, P.C.
4805 Green Road, Suite 100
Raleigh, NC 27616 -2848
919- 870 -0526
January 2014
601 East NCEEP Final Mitigation Plan January 2014
The
Catena
Group
The Catena Group
410 -B Millstone Drive
Hillsborough, NC 27278
919- 732 -1300

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The NCIRT Review comments and intent to approve letter for the 601 East Mitigation
Site dated January 6, 2014 is included in the following pages to document the IRT
Review process for this project. The following is a list of revisions that have been made
to the Mitigation Plan in response to these comments:
1. The on -site sediment loss /bank erosion has been quantified for the recent
degradation in the upper project reach in Section 7.2.1, page 40.
2. Performance information has been added to the document addressing on site
sediment reduction Section 9.0, Page 49.
3. Dense planting of shrubs outside and around the BMP's on the ephemeral
section of Reach 1a was added in the document Section 7.2.1, Page 40.
4. The performance standards wording was changed in Section 9, Page 49 to
reflect the NCEEP Monitoring Requirements and Performance Standards for
Stream and Wetland Mitigation Dated November 7, 2011. (Section IV C.)
601 East NCEEP Final Mitigation Plan January 2014

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
REPLY TO
ATTENTION OF: 21 January, 2014
Regulatory Division
Re: NCIRT Review and USACE Approval of the 601 East Draft Mitigation Plan; SAW 2013 - 00265;
EEP IMS # 95756
Mr. Tim Baumgartner
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Dear Mr. Baumgartner:
The purpose of this letter is to provide the North Carolina Ecosystem Enhancement Program
(NCEEP) with all comments generated by the North Carolina Interagency Review Team ( NCIRT)
during the 30 -day comment period for the 601 East Draft Mitigation Plan, which closed on 3 January,
2014. These comments are attached for your review.
Based on our review of these comments, we have determined that no major concerns have been
identified with the Draft Mitigation Plan. However, the minor issues with the Draft as discussed in the
attached comment memo must be addressed in the Final Mitigation Plan.
The Final Mitigation Plan is to be submitted with the Preconstruction Notification (PCN) Application
for Nationwide permit approval of the project along with a copy of this letter and a summation of the
addressed comments. If it is determined that the project does not require a Department of the Army
permit, you must still provide a copy of the Final Mitigation Plan, along with a copy of this letter, to the
appropriate USACE field office at least 30 days in advance of beginning construction of the project.
Please note that this approval does not preclude the inclusion of permit conditions in the permit
authorization for the project, particularly if issues mentioned above are not satisfactorily addressed.
Additionally, this letter provides initial approval for the Mitigation Plan, but this does not guarantee that
the project will generate the requested amount of mitigation credit. As you are aware, unforeseen issues
may arise during construction or monitoring of the project that may require maintenance or
reconstruction that may lead to reduced credit.

Thank you for your attention to this matter, and if you have any questions regarding this letter,
the mitigation plan review process, or the requirements of the Mitigation Rule, please call me at 919-
846 -2564.
Sincerely,
Digitally signed by
%y CRUMBLEY.TYLER.AUTR
Y.1007509975
Date: 2014.01.21
09:13:10 - 05'00'
Tyler Crumbley
Regulatory Specialist
Enclosures
Electronic Copies Furnished:
NCIRT Distribution List
CESAW -RG /H. Wicker
CESAW- RG -A/S. Kichefski
NCEEP/P. Wiesner

REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
CESAW -RG /Crumbley 6 January, 2014
MEMORANDUM FOR RECORD
SUBJECT: 601 East- NCIRT Comments During 30 -day Mitigation Plan Review
PURPOSE: The comments listed below were posted to the NCEEP Mitigation Plan Review Portal
during the 30 -day comment period in accordance with Section 332.8(8) of the 2008 Mitigation
Rule.
NCEEP Project Name: 601 East Stream Restoration Project, Union County, NC
USACE AID #: SAW- 2013 -00265
NCEEP #: 95756
30 -Day Comment Deadline: 3 January, 2014
1. Eric Kulz, NCDWR, 19 December, 2013:
• As stated for previous projects, DWR continues to have concerns regarding restoration,
particularly P1 restoration, on incised intermittent channels (project proposes 350 LF of
P1 on Reach 1a). Our concern remains that constructing an offline channel at a higher
elevation can sometimes result in removing the groundwater discharge altogether,
converting a jurisdictional intermittent channel into a non - jurisdictional ephemeral
feature. It should be noted that credit loss (and the potential need for compensatory
mitigation) could result if the proposed work results in the conversion of an intermittent
stream to an ephemeral feature. DWR wants to ensure the written record for this
project includes our concern.
2. T. Crumbley, USACE, 2 January, 2014:
• The District concurs with the comment provided by NCDWR with regard to Priority 1
restoration on incised intermittent channels. During the field meeting on 29 January,
2013 several issues with the project were discussed:

a. There was concern from NCIRT on disconnecting the intermittent section of Reach
1a (above cross - section #1) from the groundwater source. It was stated that credits
will not be generated on reaches that have been converted from intermittent to
ephemeral.
b. It was suggested by the NCIRT to quantify the on -site sediment loss /bank erosion
prior to restoration and potentially tie a performance standard to incorporate on-
site reduction versus watershed input.
c. USFWS suggested planting dense shrubs along with trees on the outside /around the
BMP on ephemeral section of Reach 1a to prevent additional rill or gully formation.
Specifically utilizing species that will attenuate sediment.
d. USFWS also suggested that a neotropical migrant bird study be conducted prior to
construction.
• A brief discussion on impacts to existing wetlands is presented in the Draft plan, but any
impacts (eg. filling, draining, converting) to current waters of the U.S. (streams,
wetlands and open waters) must be accounted for and discussed in the Pre -
Construction Notification (PCN) and the loss or conversion of those waters must be
replaced on -site. (the conversion of ponds to stream is considered an impact, but the
functional uplift provided allows for this conversion to be conducted under NWP 27.
These impacts do, however need to be accounted for in the PCN).
• Section 9, pg. 46. Performance Standards: Should reference the "Ecosystem
Enhancement Program Monitoring Requirements and Performance Standards for
Stream and Wetland Mitigation" Dated November 7, 2011. (Section IV C.) *All
monitoring and performance standard requirements need to comply with this
EEP /District guidance unless the project was instituted prior to the release of this
guidance*
Digitally signed by
� CRUMBLEY.TYLER.AUT
RY.1007509975
Date: 2014.01.21
/s/ 09:13:34 - 05'00'
Tyler Crumbley
Regulatory Specialist,
Regulatory Division

Environmental Banc & Exchange
_Capital • Experience • Expertise
10055 Red Run Boulevard
January 13, 2014
suite 130
Owings Mills, MD 21117
p 410.356.5159
Paul Wiesner, Western Program Manager
NC Ecosystem Enhancement Program
f 410.356.5822
f 10.35 .5822
5 Ravenscroft Drive, Suite 102
909 Capabllity Drive
Asheville, NC 28801
suite 3100
Raleigh, NC 27606
p 919.829.9909
Reference: Response to 601 East -NCIRT Comments During 30-day Mitigation Plan Review
f 919.829.9913
Draft Mitigation Plan and Preliminary Plan Set for the
601 East Stream Restoration Project
1307 Broad Street
Camden, SC 29020
Yadkin River Basin — CU #03040105 -Union County
p 803.432.4890
NCEEP Project ID No. 95756
f 410.356.5822
Contract #004925
137V. East Main Street
Dear Mr. Wiesner:
Suite 210
Oak Hill, WV 25901
Please find attached the responses to comments received for the above referenced project. The
p 304.465.4300
following responses are listed in the order of the comments received.
f 304.465.4302
1. Eric Kulz, NCDWR, 19, December, 2013:
1724 East Boulevard
R: It is understood that credits will not be generated on reaches that have been converted from
Suite 202
intermittent to ephemeral. Only the upper portion of Reach la will be restored above the present
Charlotte, NC 28203
p 704.334.1208
ground elevation. A series of 5 basins have been designed above Reach la. These basins will
f 919.829.9913
function to trap sediment as well as to provide groundwater recharge areas as the water is stored
and allowed to drain into the soils below. We expect Reach la to remain intermittent.
www.ebxuse.wm
2. T. Crumbley, USACE, 2 January, 2014:
a R: See response 1 above.
b R:The on -site sediment loss/bank erosion has been quantified as follows:
Based on surveyed cross sections of the incised channel and an assumed pre - degradation top
of bank elevation a sediment loss volume of 167 tons was estimated to have occurred along
335 feet of channel length between 2008 and 2010 at the top of the stream. A series of five (5)
stormwater BMP basins have been designed throughout the ephemeral channel reach to detain
future sediment moving through the system. The basins have a total capacity to hold 206 tons
of sediment. After the initial degradation within this area between 2008 and 2011 occurred,
significant sediment loss was not observed in 2012 or 2013. It is anticipated that the due to the
continued farming of the land outside of the conservation easement that the draws to the south
and east of the restoration project will continue to introduce excess sediment to the stream. It
is not anticipated that the sediment loss will be as significant as the degradation that occurred
between 2008 and 2010 due to the observations that were made in 2012 and 2013. The
designed basins have ample storage capacity to capture sediment and provide ground water
recharge as water is stored and allowed to drain into the soils below upstream of the
intermittent channel. This change was added to the mitigation plan Section 7.2.1, Page 40.

The tributaries outside of the conservation easement will be observed yearly and the monitoring
report will document the function of the upstream basins in capturing excess sediment produced
by observed degradation. The reconstructed stream efficiency for sediment transport will be
documented annually through the visual assessment. A specific performance standard will not be
added. This change was noted in the mitigation plan Section 9.0, Page 49.
c R: A dense planting of shrubs along with trees on the outside and around the BMP's on the
ephemeral section of Reach la will be provided. Shrubs will be used to attenuate sediment. This
change was noted in the mitigation plan Section 7.2.1 Page 40.
d R: The existing nesting habitat, which consists of primarily privet, will be removed this winter
prior to spring. As such, there will no nesting habitat in the construction zone. Further, there will
remain extensive habitat along the relic stream channel as well as the riparian buffer along Lanes
Creek.
Impacts to existing wetlands:
R: It is understood that the conversion of wetlands will be reported in the PCN. It is anticipated
with that raising the stream channel and restoration to the relic channel will create /restore
additional wetlands throughout the length of the project. As such, there will not only be a gain of
wetlands, but a functional uplift to the entire system.
Section 9, pg 49. Performance Standards:
R: The performance standards wording in this section has been added as requested.
Please call me if you have any questions.
Thanks,
n / n
David Godley
Senior Project Manger
�/ bavI 69d( -ty

EXECUTIVE SUMMARY
Environmental Banc & Exchange (EBX) proposes to restore and enhance Tanyard
Branch an unstable stream in Union County. The 601 East Stream Restoration Site is
located approximately 1,500 feet east of the intersection of Pageland Highway and
Landsford Road at the latitude 340 50' 21.62" N and longitude 80° 25' 32.26" W. The
conservation easement consists of 12.78 acres of existing agricultural land currently in
crop production surrounding Tanyard Branch an unstable stream. This mitigation plan
describes the details, methods and protocols proposed to generate approximately 3,680
stream mitigation credits, which includes approximately 215 linear feet of ephemeral
channel with buffer restoration and best management practices to filter sediment; 2,892
linear feet of Priority I restoration; 480 linear feet of Priority 3 restoration; and 400 linear
feet of Stream Enhancement Level I.
General Site Conditions
The historic land use at the project site has consisted primarily of agricultural row crops.
Additional land use practices, including the maintenance and removal of riparian
vegetation and the relocating, dredging, and straightening of Tanyard Branch have
contributed to unstable channel characteristics and degraded water quality.
Current conditions at the 601 East Stream Restoration Site contains incised channels
with unstable banks and a small to no riparian buffer. Just south of Landsford Road the
stream has been impacted by the presence of invasive exotic plants. The uppermost
reach of Tanyard Branch is in a confined valley with a steep slope. Recent improvement
on Pageland Highway (US 601) has caused significant degradation of the ephemeral
and intermittent segments of the stream in recent years. The lower segment of the
project is separated by 1,100 feet of stream that is located in a substantially wooded
buffer not included in the proposed project. The lower reach consists of a straightened
channel that has been diverted from its original location within the floodplain.
Restoration Concept
The stream restoration proposed for this project has been selected to minimize the
impact on adjacent land. The stream has been designed to incorporate enhancement
practices where it is beneficial to the stream. Where restoration was determined to be
warranted, consideration was given to which reaches could best be served by
maintaining as much of the existing channel pattern as possible. The ephemeral
channel has been designed with protective buffers and BMPs to trap incoming excess
sediment within the channel to aid in stabilizing the upper most reach of the project and
address existing stressors. Tanyard Branch has been designed with two reaches in both
the upper and lower parts of the project. The top of the upper reach from the ephemeral
channel to the existing woods at the spring house has been designed as a Type B4
stream. Below the woods to Landsford Road the stream has been designed as a Type
C4. The lower reach has been designed as a Type C4 from the wood line for a distance
of approximately 1078 feet. The last 480 feet of the stream has been designed as a
Priority 3 restoration, Type B4, to transition the stream through a deeply incised reach to
Lanes Creek.
The restoration reaches will include the installation of rock, brush, and wood structures.
Brush toe structures will be installed within the perennial stream on selected meander
601 East NCEEP Final Mitigation Plan January 2014 6

bends to provide bank stability and aquatic habitat. Constructed riffles will be used for
grade control to prevent head cut formation. Log vanes with rootwads will be installed in
two meander bends in the lower reach to direct the flow away from the outside of the
bend and provide toe and bank protection. On -site material including brush, logs, and
bed material will be used to the maximum extent possible. In- stream structures will be
designed to improve aquatic habitat.
This mitigation plan has been written in conformance with the requirements of the
following:
Federal rule for compensatory mitigation project sites as described in the Federal
Register Title 33 Navigation and Navigable Waters Volume 3 Chapter 2 Section § 332.8
paragraphs (c)(3) through (c)(14).
NCDENR Ecosystem Enhancement Program In -Lieu Fee Instrument signed and dated
July 28, 2010
These documents govern NCEEP operations and procedures for the delivery of
compensatory mitigation.
601 East NCEEP Final Mitigation Plan January 2014

TABLE OF CONTENTS
1.0 RESTORATION PROJECT GOALS AND OBJECTIVES .................................... .............................10
2.0 SITE SELECTION .................................................................................................... .............................12
2.1 DIRECTIONS TO SITE .............................................................................................. ............................... 12
2.2 SITE SELECTION ..................................................................................................... ............................... 12
2.3 PROJECT SITE FIGURES .......................................................................................... ............................... 17
2.4 PROJECT SITE PHOTOS ........................................................................................... ............................... 27
3.0 SITE PROTECTION INSTRUMENT ................................................................... ............................... 29
4.0
BASELINE INFORMATION ................................................................................. ...............................
31
4.1
PROJECT INFORMATION ......................................................................................... ...............................
31
4.2
REACH SUMMARY INFORMATION ........................................................................... ...............................
31
4.3
WETLAND SUMMARY INFORMATION ...................................................................... ...............................
32
4.4
REGULATORY CONSIDERATIONS ............................................................................ ...............................
32
5.0
DETERMINATION OF CREDITS ........................................................................ ...............................
33
6.0
CREDIT RELEASE SCHEDULE ............................................................................ .............................35
7.0
MITIGATION WORK PLAN ................................................................................ ...............................
37
7.1
DESCRIPTION OF TARGET STREAM AND VEGETATION COMMUNITIES ...................... ...............................
37
7.2
DESIGN NARRATIVE .............................................................................................. ...............................
40
8.0 MAINTENANCE PLAN ......................................................................................... ............................... 48
9.0 PERFORMANCE STANDARDS ........................................................................... ............................... 49
10.0 MONITORING REQUIREMENTS ......................................................................... .............................51
11.0 LONG -TERM MANAGEMENT PLAN ................................................................ ............................... 52
12.0 ADAPTIVE MANAGEMENT PLAN .................................................................... ............................... 52
13.0 FINANCIAL ASSURANCES .................................................................................. ............................... 52
14.0 OTHER INFORMATION ....................................................................................... ............................... 53
14.1 DEFINITIONS ............................................................................................................ .............................53
14.2 REFERENCE ........................................................................................................... ............................... 53
FIGURES
FIGURE 1: PROJECT SITE VICINITY MAP ..................................................................... .............................18
FIGURE 2: PROJECT SITE WATERSHED MAP .............................................................. .............................19
FIGURE 3: PROJECT SITE NRCS SOIL SURVEY MAP ................................................ ............................... 20
FIGURE 4: EXISTING HYDROLOGIC FEATURES ....................................................... ............................... 21
FIGURE 5: HISTORICAL AERIAL PHOTO 1938 ............................................................ ............................... 22
FIGURE 6: HISTORICAL AERIAL PHOTO 1951 ............................................................ ...............................
23
FIGURE 7: HISTORICAL AERIAL PHOTO 1969 ............................................................ ...............................
24
FIGURE 8: HISTORICAL AERIAL PHOTO 1998 ............................................................ ...............................
25
FIGURE 9: HISTORICAL AERIAL PHOTO 2006 ............................................................ ...............................
26
FIGURE 10: SITE PROTECTION INSTRUMENT ........................................................... ............................... 30
601 East NCEEP Final Mitigation Plan January 2014 8

FIGURE 11: PROPOSED HYDROLOGIC FEATURES MAP .......................................... ............................... 47
APPENDICIES
APPENDIX A. SITE PROTECTION INSTRUMENT
APPENDIX B. BASELINE INFORMATION DATA
B 1. WETLAND DETERMINATION DATA FORM
B2. STREAM IDENTIFICATION FORMS
B3. CATEGORICAL EXCLUSION FORM
B4. FLOODPLAIN REQUIREMENT CHECKLIST
BS. CHANNEL CROSS SECTION COMPARISON 2008 -2012
APPENDIX C. MITIGATION WORK PLAN DATA AND ANALYSES
C1. CHANNEL MORPHOLOGY TABLES
C2. HYDRAULIC MODELING
C3. CHANNEL STABILITY (BEHI)
C4. ASSESSMENT DATA
C5. EXISTING CONDITIONS PLAN SHEETS
C6. DESIGN CALCULATIONS
C7. REFERENCE REACH DATA
APPENDIX D. PROJECT PLAN SHEETS
APPENDIX E. PRELIMINARY MONITORING PLANS
601 East NCEEP Final Mitigation Plan January 2014

1.0 RESTORATION PROJECT GOALS AND OBJECTIVES
The North Carolina Ecosystem Enhancement Program ( NCEEP) develops River Basin
Restoration Priorities (RBRP) to guide its restoration activities within each of the state's
54 cataloging units. RBRP delineate specific watersheds that exhibit both the need and
opportunity for wetland, stream, and riparian buffer restoration. These watersheds are
called Targeted Local Watersheds (TLWs) and receive priority for NCEEP planning anc
restoration project funds.
The 2003 Yadkin Pee -Dee River Basin Watershed Restoration Plan first identified HUC
03040105081010 (Upper Lanes Creek) as a TLW
(http: / /www.nceep. net / services / restplans /yadkinpeedee %202003.pdf) and was
subsequently updated in 2009
(http: / /www /nceep. net / services /restplans /Yadkin_ Pee_ Dee_ RBRP_ 2009_ Final .pd f). In
2009 the watershed was characterized by 2 percent impervious surface, 53 percent
non - forested buffer, and 44 percent agriculture area with 9 percent of the streams listed
as impaired for Aquatic Life by the North Carolina Division of Water Quality (NCDWQ).
The 2009 Yadkin Pee -Dee RBRP identified agricultural practices and development
impacts as potential stressors within the TLW. The 601 East Stream Restoration Site
(hereafter referred to as the "Site ") was identified as a stream restoration opportunity to
improve water quality and habitat within the Upper Lane's Creek TLW.
The project goals address the stressors identified in the TLW and include the following:
Reduce water quality stressors originating in and around the project area
affecting the project reaches and downstream watercourses, which includes
populations of the Savannah Lilliput (Toxolasma pullus) and the Carolina
Creekshell (Vilosa vaughiana), both listed species of concern. Specifically, this
will involve:
a. Reducing turbidity and sediment loading
b. Input reductions of nutrients and crop protection chemicals
c. Improving thermoregulation
2. Improving aquatic habitat quality and diversity within the project reaches
3. Improving recruitment of instream fine organic matter (FOM) in the near term
and both FOM and large wood in the long term
4. Improving terrestrial habitat diversity and quality in the vicinity of project reaches
5. Establishing habitat continuity between the reach headwaters and Lanes Creek
6. Improving flood flow attenuation and floodplain interaction
601 East NCEEP Final Mitigation Plan January 2014 10

The project goals will be addressed through the following project objectives:
Objectives
Relative Support of Stated Goals
High
Mod
Low
Restore or enhance reach pattern, dimension, and
6,2
3
profile
Stabilize eroding stream banks
1,2
Install stream structures to maintain grad and
2,6
3
improve bedform complexity
Implement BMP detention devices on lateral
6
1
agricultural drainages
Install a diverse, native riparian buffer
1 -5
6
Remove invasive and /or exotic plant species
4
5
Secure a protective conservation easement and
1 -6
establish fencing as needed
601 East NCEEP Final Mitigation Plan January 2014 11

2.0 SITE SELECTION
2.1 Directions to Site
The 601 East Stream Restoration Site is located approximately 10 miles southeast of
Monroe and 0.25 miles east of the intersection of Pageland Highway (US 601) and
Landsford Road (NC 1005) in Union County, North Carolina. From Charlotte take US -74
E towards Monroe. After approximately 25 miles turn right onto US 601 S /Pageland
Hwy, continue on US 601 S for approximately 10 miles then make a slight right onto
Landsford Road (NC 1005). The Site is located at the crossing of Landsford Road and
Tanyard Branch at latitude 340 50'21.62" N and longitude 800 25'32.26" W.
2.2 Site Selection
2.2.1 Description
The project stream on the property is named Tanyard Branch which is a tributary to
Lanes Creek. The Site is located on predominately agricultural land. The upper reach of
the project is a first order stream. The lower reach of the project begins at the junction of
two tributaries. The landowner to the northeast of the lower reach utilizes his land for
livestock grazing. The livestock on this property is contained by fencing and does not
have access to Tanyard Branch.
Historic land use at the Site has consisted primarily of agriculture crop production.
Additional land use practices, including the maintenance and removal of riparian
vegetation and the relocating, dredging, and straightening of on -site streams have
contributed to unstable channel characteristics and degraded water quality.
2.2.2 USGS Hydrologic Unit Code and NCDWQ River Basin Designations
The project area is located within the United States Geological Survey (USGS)
Hydrologic Unit 03040105 (Rocky River Basin) of the greater Yadkin Pee -Dee River
Basin. The Rocky River Basin covers 1,417 square miles (3,670 square kilometers)
and portions of seven North Carolina counties, in addition to areas of South Carolina.
The subject stream is mapped as a UT to Lanes Creek (DWQ Stream Index Number
13- 17- 40 -(1)) — identified as Tanyard Branch in this document based on deed records.
Lanes Creek is classified as "WS -W. The "WS -V" classification indicates waters that
are protected as water supplies which are generally upstream and draining to Class
WS -IV waters or waters used by industry to supply their employees with drinking water
or as waters formerly used as water supply. These waters are also protected for Class
C uses.
Class C waters are protected for uses such as secondary recreation, fishing, wildlife,
fish consumption, aquatic life including propagation, survival and maintenance of
biological integrity, and agriculture. Secondary recreation includes wading, boating, and
other uses involving human body contact with water where such activities take place in
an infrequent, unorganized, or incidental manner (NCDWQ).
601 East NCEEP Final Mitigation Plan January 2014 12

Tanyard Branch has no NCDWQ stream impairment rating however Lanes Creek is
classified as an impacted stream due turbidity, fecal coliform bacteria, and low -
dissolved oxygen due to agriculture and pasture land use practices within the
watershed. Impaired streams are those streams not meeting their associated water
quality standards in more than 10 percent of the samples taken within the assessment
period (January 1, 2002 through December 31, 2006) and impacted streams are those
not meeting water quality standards in 7 to 9 percent of the samples.
2.2.3 Watershed Characterization
The Site is characteristic of the Piedmont region with moderate rainfall with annual
precipitation averaging 45 to 50 inches per year. Elevations within the Site range from
550 feet at the headwaters extent of Tanyard Branch to 500 feet where Tanyard Branch
converges with Lanes Creek. The Site encompasses approximately 3,400 linear feet of
Tanyard Branch. The drainage area of Tanyard Branch at the culvert at Landsford Road
is 0.27 square miles and to the downstream end of the Site is 0.56 square miles. Land
use within the watershed consists of primarily agricultural use with some single family
residential. Impervious area covers less than 2 percent of the total watershed. Land use
changes are not anticipated in the watershed of this headwater stream in the near future
as the watershed consists of primarily active agricultural crop production. Low density
residential development is a possibility for the watershed due to the sites proximity to
US 601.
2.2.4 Physiography, Geology, and Soils
The Site lies within the Carolina Slate Belt system of the Piedmont Geographical
Province and is composed of gently sloping terrain with parent material consisting of a
Metamudstone and Meta - Argillic metamorphic rock.
The valleys within the Site headwaters are Type II- colluvial valleys, which are
moderately steep, gentle - sloping side - slopes. The valley type changes to a Type VIII, a
wide alluvial moderate to gentle sloping valley within a well - developed floodplain
adjacent to Lanes Creek.
The Union County Soil Survey identifies seven soil types within the Site (Table 1).
Table 1. Soils in the study area.
Soil Series
Mapping
Unit
Drainage Class
Hydric Status
Badin channery silt loam
Ba
Well Drained
Non -H dric
Badin channery silty clay loam
Bd
Well Drained
Non -H dric
Chewacla silt loam
Ch
Somewhat Poorly Drained
H dric"
Cid channery silt loam
Cm
Moderately Well Drained
Non -H dric
Misenheimer -Cid complex
Mh
Moderately Well Drained
Non -H dric
Tatum gravelly silt loam
Ta
Well Drained
Non -H dric
Tatum gravelly silty clay loam
Tb
Well Drained
Non -H dric
* - Soils which are primarily nonhydric, but which may contain hydric inclusions
601 East NCEEP Final Mitigation Plan January 2014 13

2.2.5 Historical Land Use and Development Trends
Historic aerial photographs of the Site from 1938, 1951, 1969, 1998, 2006, and 2011
were examined. In the 1938 photograph (Figure 5), the southern parcel is moderately
vegetated and the stream has been diverted into a farm pond. The northern parcel is
clear of vegetation and actively being farmed; and it appears the stream is flowing
through its current channel. By 1951 (Figure 6), the stream is still impounded on the
southern parcel and vegetation has matured; the northern parcel is still clear of
vegetation and actively farmed. The 1969 photograph (Figure 7) is of poorer quality, but
one is able to discern the absence of the farm pond. Vegetation on the southern parcel
looks similar to 1951; however, on the northern parcel, vegetation has increased in
relation to actively farmed areas. The 1998 photograph (Figure 8) shows the most area
covered with vegetation of the six photographs. The southern parcel has what appears
to be a mature forested buffer on the stream; while the northern parcel has also been
allowed to revert to a forested state. At some point between the 1998 photograph and
the 2006 photograph (Figure 9), the vegetated buffer on both the southern and northern
parcels was removed. The 2011 photograph (Figure 10) is very similar to the 2006
photograph; the upstream erosion of the start of the stream channel is evident from the
photograph. Aerial photographs are included in Appendix F.
The historic land use at the Site has consisted primarily of agriculture use. Additional
land use practices, including the maintenance and removal of riparian vegetation and
the relocating and straightening of on -site streams have contributed to unstable channel
characteristics and degraded water quality. Historic wetlands were likely drained in
order to maximize agricultural production.
2.2.6 Existina Site Conditions
In order to assess the existing geomorphic conditions data was collected on the channel
above Landsford Road in 2013 that included the longitudinal profile, cross sections at
27 locations, pebble counts in the intermittent and perennial Type B reaches and the
Type C reach, and soil samples for sieve analysis on bank and point bar locations. Data
was collected on the existing stream below Landsford Road that included the
longitudinal profile, cross sections at 19 locations on the relic channel and 9 locations
on the existing active channel, pebble count data, and soil bank and depositional bar
samples for sieve analysis.
Cross section information was collected for the project site in 2008 for an earlier
proposal submittal. The intermittent and ephemeral streams at the top of the project
were observed to have incised significantly when additional data was collected in 2012.
Research was completed to determine the stressor that caused the dramatic change in
the stream. Improvements were made to Highway 601 during this time frame. The
roadway was widened and storm drainage added during the improvements produced
higher volumes of stormwater flows from the road system to Tanyard Branch. Due to
the additional stormwater amounts and the lack of vegetation present on the stream
banks, the stream channel incised for approximately 500 linear feet. Approximately 50
percent of the incision is located within the ephemeral and 50 percent in the intermittent
channel. Evidence of excess sediment wash filling in the downstream channel is visible
in a 100 foot stream segment immediately downstream of the incision. The ephemeral,
601 East NCEEP Final Mitigation Plan January 2014 14

intermittent, and perennial stream origins were identified in the IRT field review meeting
held on January 29, 2013. The comparison of the 2008 and 2012 cross sections have
been included in Appendix B.
Reach A includes 215 feet of ephemeral channel that is located directly above the
intermittent channel at the top of the reach. This area has experienced severe erosion in
the past 5 years and has eroded to a "G" Type channel passing extensive sediment
downstream. The average valley slope is 2% and the bank heights extend up to 3.8
feet.
Reach 1 is located at the upper most limit of the project and includes 430 feet of
intermittent and 1005 feet of perennial stream. This reach extends just into the existing
wood line at the spring house. Reach 1 classifies as a Type G4 stream at the top, a
degraded Type C4b in the sediment depositional area, and as a degraded Type B4
stream for the majority of its length. The average valley slope is 2 percent. The bank
height ratio ranges from 0.4 in the depositional area to 2 in the severely incised stream
segments. The landowner has added field stones at locations along the stream length
creating a series of check dams within the incised channel. The stones have effectively
trapped some of the sediment that has washed through the system during the past 5
years in which observations have been made. The stream throughout this reach, except
for a 200 foot segment, is typically disconnected from the floodplain. The present
sediment loads are being routed by the incised channel without significant accumulation
of depositional material and the overall profile trend is degradation.
Reach 2 begins inside the wooded area at the spring house. The valley slope reduces
to 0.84 percent and it widens out throughout this reach. The stream classification
changes to a degraded Type C4 /E4 in Reach 2. The stream segment through the
woods has good pattern however has banks that are eroding and some vertical
instability is present. The stream beyond the woods has been severely impacted by
sediment and exotic invasive species. A defined channel is not present through much of
this reach. The present sediment loads are not effectively being routed through much of
this reach and are accumulating as depositional material.
The stream continues below Landsford Road through a wooded buffer for approximately
1,100 linear feet. The buffer extends from 50 to 100 feet on the western side of the
stream. The eastern buffer is limited to an existing width of 10 to 20 feet. The
topography rises in elevation at a steep rate to the existing agricultural fields to the
west. The floodplain to the east is flat. The existing channel has pattern, connection with
the floodplain, and is reasonably stable throughout this area. This segment of stream is
not included in the restoration project.
Reach 3 begins at the edge of the wooded area just after the junction of two stream
tributaries in which the drainage area approximately doubles. Just below the confluence
the stream has been impacted by an existing culvert farm crossing, providing access to
farm fields east and west of the stream. Beyond the culvert the active channel has been
diverted from its original path and flows north to Lanes Creek. This channel is straight,
varies in depth from 2 to 6 feet, and borders the existing agricultural field. A relic
601 East NCEEP Final Mitigation Plan January 2014 15

channel is located to the west of the existing pipe crossing. Approximately 200 feet of
the old channel has been filled in and is currently under crop production. The average
valley slope is 0.67 percent. The relic channel is a degraded Type C, for approximately
two thirds of its length that has fairly good access to the stream with bank height ratios
from 1 to 1.3. The present sediment loads are being routed by the incised channel with
some accumulation of depositional material just downstream of the culvert plunge pool
where the channel widens out significantly and a portion of the flow is diverted to the
floodplain and relic channel. Cross sections taken in the active channel and the relic
channel confirm that a portion of flow is currently being diverted to the relic channel
through the floodplain during storm events. The floodplain is lower to the west of the
active channel allowing for this flow divergence.
Reach 4 is located in the lower one third of the channel. The valley slope remains at
0.67 percent however the stream becomes increasing incised, Type G, within this reach
until it attains a channel depth of 6 feet at the confluence with Lanes Creek. The deeply
incised channel has steep banks with limited vegetation. The overall profile trend of this
stream segment is degradational.
Tanyard Branch contains a very narrow buffer throughout the Site consisting of a
mixture of tree species typical of a Piedmont Headwater Forest and Piedmont Alluvial
Forest community within Reach 1,transitioning to a Piedmont Alluvial Forest within
Reach 2, and continuing within Reach 3 and 4. These communities are located along a
very narrow and fragmented riparian buffer along Tanyard Branch throughout the Site.
Canopy trees are very sparse throughout consisting of green ash (Fraxinus
pennsylvanica), red maple (Acer rubrum),willow oak (Quercus phellos), sycamore
(Platanus occidentalis), sweetgum (Liquidambar styraciflua), and eastern cottonwood
(Populus deltoides). The subcanopy and shrub layer consisted of black willow (Salix
nigra), elderberry (Sambucus canadensis), eastern red cedar (Juniperus virginiana),
silky dogwood (Corpus amomum), tag alder (Alnus serrulata), silverling (Baccharis
halimifolia), and Chinese privet (Ligustrum sinenge). Chinese privet is the dominant
woody species within Reach 3 and 4 of the Site.
One wetland, a non -tidal freshwater marsh, occurs along Tanyard Branch. Located
within Reach 3, this wetland is a small wetland, approximately 0.43 acre that
encompasses Tanyard Branch just upstream of Landsford Rd. This wetland is a linear
feature of alluvial deposits resultant of upstream channel degradation. Tanyard Branch
becomes a braided stream as it enters this depositional area, and then converges back
into a defined channel approximately 70 linear feet upstream of Landsford Rd.
Vegetation is mostly herbaceous within the wetland having some small trees, such as
Black Willow and Red Maple along the margins. Common Cattail (Typha latifolia)
dominates the herbaceous layer, with Bulrush (Scirpus cyperinus), Common Rush
(Juncus effusus) and Sedges (Carex sp.). Parrot feather (Myriophyllum aquaticum) an
invasive exotic submerged aquatic plant that grows in slow moving water, was
ubiquitous throughout Wetland A.
601 East NCEEP Final Mitigation Plan January 2014 16

2.3 Project Site Figures
The following figures Project Site Vicinity Map, Project Site Watershed Map, Project site
NRCS Soil Survey Map, Existing Hydrologic Features, and Historical Aerial Photos
(1938, 1951, 1969, 1998, and 2006) follow.
601 East NCEEP Final Mitigation Plan January 2014 17

NORTH CAROLINA COUNTIES
MONR
UNION COUNTY
.I Y R
WINGATE
DIRECTIONS TO SITE FROM MONROE IN UNION COUNTY
The 601 East Stream Restoration Site is located approximately 10 miles
southeast of Monroe and 0.25 miles east of the intersection of Pageland Highway
[US 601] and Landsford Road [NC 1005] in Union County, North Carolina. From
Charlotte take US -74 E towards Monroe. After approximately 25 miles turn right
onto US 601 S /Pageland Hwy, continue on US 601 S for approximately 10 miles
then make a slight right onto Landsford Road [NC 1005]. The Site is located at
the crossing of Landsford Road and Tanyard Branch at latitude 34° 50' 21.62" N
and longitude 80° 25' 32.26" W.
/ \ 10000 5000 0 10000 VICINITY MAP
//
FIGURE 1
DATE: AUGUST 9, 2013 SITE LOCATION

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WATERSHED MAP
601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
FIGURE 2
DATE: August 2013
USGS Quadrangle Map: Pageland 2011 WARD CONSULTING ErrG VEERS, rc

Soil Soil Series Descripion
BaB Badin channery silt loam, 2 -8% slopes
BaC Badin channery silt loam, 8 -15% slopes
BdB2 Badin channery silty clay loam, 2 -8% slo
ChA Chewacla silt loam, 0 -2% slopes
CmB Cid channery silt loam, 1 -5% slopes
TaB Tatum gravelly silt loam, 2 -8% slopes
ThB2 Tatum gravelly silty clay loam, 2 -8% slop
N 500 250 0 500
DATE:AUGUST 9. 2013
LEGEND:
- - - PROPERTY BOUNDARY
CONSERVATION EASEMENT BOUNDARY
SOILS
EXISTING PERENNIAL STREAM
- - EXISTING INTERMITTENT STREAM
. EPHERMERAL CHANNEL
® EXISTING WETLAND
i*
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es, eroded
SOILS MAP
601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
WARD CONSULTING ENGINEERS, PC

LEGEND:
-- - PROPERTY BOUNDARY
CONSERVATION EASEMENT BOUNDARY
EXISTING PERENNIAL STREAM
- - EXISTING INTERMITTENT STREAM
EPHEMERAL CHANNEL
® EXISTING WETLAND
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F 601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
DATE: AUGUST 9, 2013 FIGURE 4
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UNION COUNTY, NC
DATE: AUGUST 9, 2013 FIGURE 4
2011 Aerial from NCOneMap.org WARD CONSULTING ENGINEERS, PC

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SITE BOUNDARY
N 500 250 0 500 HISTORICAL AERIAL PHOTO 1938
601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
DATE: JUNE 1, 2013 FIGURE 5 10
WARD CONSULTING ENGINEERS, PC

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AERIAL PHO
N 500 250 0 500
� HISTORICAL AERIAL PHOTO 1951
" 601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
DATE: JUNE 1, 2013 FIGURE 6
WARD CONSULTING ENGINEERS, PC

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LEGEND
SITE BOUNDARY
AF. PHOT
N 500 250 0 500 HISTORICAL AERIAL PHOTO 1969
" 601 EAST STREAM RESTORATION SITE AL 19
UNION COUNTY, NC
DATE: AUGUST 9, 2013 FIGURE 7
WARD CONSULTING ENGINEERS, PC
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LEGEND
SITE BOUNDARY
AF. PHOT
N 500 250 0 500 HISTORICAL AERIAL PHOTO 1969
" 601 EAST STREAM RESTORATION SITE AL 19
UNION COUNTY, NC
DATE: AUGUST 9, 2013 FIGURE 7
WARD CONSULTING ENGINEERS, PC

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LEGEND:
SITE BOUNDARY
AERIAL P
N 500 250 0 500 HISTORICAL AERIAL PHOTO 1998
5 601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
DATE: JUNE 1, 2013 FIGURE 8 10
WARD CONSULTING ENGINEERS, PC

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SITE BOUNDARY
N 500 250 0 500 HISTORICAL AERIAL PHOTO 2006 tv
" 601 EAST STREAM RESTORATION SITE
AL MR
UNION COUNTY, NC
DATE: JUNE 1, 2013 1 FIGURE 9
WARD CONSULTING ENGINEERS, PC

2.4 Project Site Photos
Site Photographs Nov 12, 2012
Photo Point 1. Uppermost head cut top
of project- Ephemeral Channel
Photo Point 3. Origin of perennial
stream
Photo Point 5. South facing view of old
spring house with Tanyard Branch in the
foreground.
Photo Point 2. Ephemeral channel in
foreground, intermittent channel origin.
Photo Point 4. Stream in woods by
spring house.
Photo Point 6. Wetland area undefined
channel by Landsford Road.
601 East NCEEP Final Mitigation Plan January 2014 27

Photo Point 7. Channel upstream of
Landsford Road at culvert.
-
�� ,
' F
Photo Point 9. Existing channel at outlet
of plunge pool at farm crossing viewing
incised channel downstream
Photo Point 11. Relic Channel with
Chinese Privet as the dominant
vegetation.
Photo Point 8. Pipe at outlet at existing
Farm Crossing Lower Reach
Photo Point 10. Head of Relic Channel
as viewed from active channel.
601 East NCEEP Final Mitigation Plan January 2014 28

3.0 SITE PROTECTION INSTRUMENT
The land required for the construction, management, and stewardship of this mitigation
project includes portions of the following parcels. A copy of the land protection
instrument(s) is included in the appendices.
When available, the recorded document(s) will be provided. If the recorded document(s)
are not available, the template documents will be provided.
All site instruments require 60 -day advance notification to the Corps and the State prior
to any action to void, amend, or modify the document. No such action shall take place
unless approved by the State.
601 East NCEEP Final Mitigation Plan January 2014 29
Landowner
PIN
County
Site Protection
Deed Book and
Acreage
Instrument
Page Number
protected
Parcel A
Franklin W.
03156017B
Union
Conservation
DB 3572
7.76
Howey Jr.
Easement
PG 813
Parcel B
Franklin W.
03156017C
Union
Conservation
DB 4769
5.02
Howey Jr.
Easement
PG 339
When available, the recorded document(s) will be provided. If the recorded document(s)
are not available, the template documents will be provided.
All site instruments require 60 -day advance notification to the Corps and the State prior
to any action to void, amend, or modify the document. No such action shall take place
unless approved by the State.
601 East NCEEP Final Mitigation Plan January 2014 29

LEGEND:
••� PROPERTY BOUNDARY
CONSERVATION EASEMENT BOUNDARY
PROPOSED STREAM
® EXISTING WETLAND
• � � ,3F�F f y 7 � •..
• •
•ti.
4 Y -
N 5 500 250 0 500 SITE PROTECTION INSTRUMENT
601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC
DATE: AUGUST 9, 2013 FIGURE 10
2011 Aerial from NCOneMap.org WARD CONSULTING ENGINEERS, EC

E, Kim _Fy441ki1 =1►10]N►Yi /TIA I Is] ZI
4.1 Project Information
Project Name
601 East Stream Restoration Site
County
Union Count
Project Area acres
12.78
Project Coordinates latitude and longitude)
34° 50'21.62" N, 80° 25'32.26"N
Project Watershed Summary Information
Ph sio ra hic Province
Piedmont
River Basin
Yadkin River Basin
USGS Hydrologic Unit 8-Digit
USGS Hydrologic Unit 14-digit 103040105081010
DWQ Sub -basin
03 -04 -14
Project Drainage Area acres
361.33
Project drainage Area Percentage of Impervious Area
2 %
CGIA Land Use Classification
2.01.01.07 Annual Row Crop Rotation
4.2 Reach Summary Information
Parameters
Reach 1
Reach 2
Reach 3
Reach 4
Length of reach (LF)
1418
906
1080
Relic Channel
Valley Classification
II
II
VIII
VIII
Drainage area (acres)
109
135
333
359
NCDWQ stream
Intermittent: 19.5
33.5
33.5
33.5
identification score
Perennial: 33.5
NCDWQ Water Quality
13- 17- 40 -(1)
13- 17- 40 -(1)
13- 17- 40 -(1)
13- 17- 40 -(1)
Classification
Morphological
G4 /B4 /C4b
C4 /E4 /DA
C4 /G4
G4
Description (stream
type)
Evolutionary trend
G
C /DA
G
G
(reference channel
evolution model used)
Underlying mapped
Intermittent: Tatum gravelly
Cid channery silt loam,
Chewacla silt loam
Chewacla silt loam
soils
silty clay loam
Tatum gravelly silt loam
Perrenial: Cid channery silt
loam
Drainage class
Well Drained
Moderately Well Drained
Somewhat Poorly
Somewhat Poorly
Drained
Drained
Soil Hydric status
Non Hydric
Non Hydric
Non Hydric
Non Hydric
Sloe
2%
0.84%
0.67%
1.25%
FEMA classification
N/A
N/A
N/A
N/A
Native vegetation
Agriculture along upstream
Canopy species include
Canopy species
Canopy species include
community
portion of Intermittent
Willow Oak, Black Willow,
include Red Maple,
Red Maple, Hackberry,
channel.
Red Maple, Sweetgum,
Hackberry, Willow
Willow oak, and
Eastern Red Cedar, Tag
Oak, and Sweetgum.
Sweetgum. The
The remaining stream
Alder, and Silky
The presence of
presence of Chinese
buffer within this reach is
Dogwood.
Chinese privet
privet outcompete any
composed of Willow Oak,
Wetland A is composed
outcompete any
shrub and herb layer.
Red Maple, River Birch,
of Cattails, spike rush
shrub and herb layer.
Black Willow, Elderberry,
arrow -arum, and
and Blackberry.
duckweed.
Percent composition of
0%
50% of Parrot feather
5% of Japanese stilt
80% Chinese privet
exotic invasive
grass, 80% Chinese
vegetation
privet, and kudzu
601 East NCEEP Final Mitigation Plan January 2014 31

4.3 Wetland Summary Information
Parameters
Wetland 1
Size of Wetland (acres)
0.43 ac
Wetland Type (non-
Non -Tidal Freshwater Marsh
riparian, riparian
riverine, or riparian non -
riverine
Mapped Soil Series
Cid channery Silt Loam
Drainage class
Moderately Well Drained to Somewhat Poorly Drained
Soil H dric Status
Non -H dric
Source of Hydrology
Tan and Branch headwaters, groundwater, and adjacent runoff
Hydrologic Impairment
Wetland A formed from accumulating sediments filling the channel resulting in a braided
channel system through the wetland.
Native vegetation
Herbaceous - Vegetation is domninated by herbaceous vegetation such as Cattail (Typha
community
latifolia), Bulrush (Scirpus cyperinus), Common Rush (Juncus effuses). Some tree species
such as Black Willow (Salix nigra), and Red Maple (Acer rubrum) are present in the wetland
margins.
Percent composition of
95% -The invasive Parrot Feather (Miriophyllum aquaticum) is dominant throughout the
exotic invasive
wetland where there is standing water.
vegetation
4.4 Regulatory Considerations
Regulation
Applicable?
Resolved?
Supporting
Documentation
Waters of the United
Yes
To Be Permitted.
States - Section 404
Waters of the United
Yes
To Be Permitted.
States — Section 401
Endangered Species
No
Yes
ERTR
Act
Historic Preservation Act
No
Yes
ERTR
Costal Zone
No
N/A
Management Act
(CZMA) /Costal Area
Management Act
(CAMA)
FEMA Floodplain
No
N/A
Compliance
Essential Fisheries
No
N/A
Habitat
601 East NCEEP Final Mitigation Plan January 2014 32

5.0 DETERMINATION OF CREDITS
Mitigation credits presented in these tables are projections based upon site design.
Upon completion of site construction the project components and credits data will be
revised to be consistent with the as -built condition.
601 East NCEEP Final Mitigation Plan January 2014 33
601 East Stream Restoration, Union County
EEP Project Number 95756
Mitigation Credits
Stream
Riparian Wetland
Non - riparian Wetland
Buffer
Nitrogen
Phosphorous
Nutrient Offset
Nutrient Offset
Type
R
RE
R
RE
R
RE
Totals
3680
Project Components
Project
Existing
Approach (PI
Restoration -or-
Restoration
Component -or-
Stationing /Location
Footage /Acreage
,
PH etc.)
Restoration
Footage or
Mitigation Ratio
Reach ID
Equivalent
Acreage
Buffer
Reach A
5+45-7+60
215
establishment and
215
1:5
Ephemeral
BMP sediment
import reduction
Reach 1a
7+60-11+10
336
P1
R
350
1:1
Intermittent
Reach 1b
11 +10 — 11 +95
85
Enhancement
E1
85
1:1.5
Intermittent
Reach 1c
11 +95 —13+50
136
Enhancement
E1
155
1:1.5
Perennial
Reach 1 d
14 +00 —22+00
790
P1
R
800
1:1
Perennial
Reach 2a
22 +00 —22+40
40
Enhancement
E1
40
1:1.5
Perennial
Reach 2b
22 +80 —24+00
125
Enhancement
E1
120
1:1.5
Perennial
Reach 2c
24 +00 —31+24
669
P1
R
724
1:1
Perennial
Reach 3a
43 +06 —46+60
80' active channel
P1
R
368
1:1
Perennial
112' relic channel
Reach 3b
47 +20 —53+70
502' relic channel
P1
R
650
1:1
Perennial
Reach 4
Perennial
53 +70 —58+50
470' relic channel
P3
R
480
1:1
601 East NCEEP Final Mitigation Plan January 2014 33

601 East NCEEP Final Mitigation Plan January 2014 34
Component Summation
Restoration Level
Stream
(linear feet)
Riparian Wetland
(acres)
Non - riparian Wetland
(acres)
Buffer
(square feet)
Upland
(acres)
Riverine
Non -
Riverine
Restoration
3372
Enhancement
Enhancement 1
400
Enhancement 11
Creation
Preservation /Other
215
HQ Preservation
BMP Elements
Element
Location
Purpose /Function
Notes
FB, LS, S, FS
Ephemeral Channel
5+45-7+60
Slowing the water down for settling
and filtering excess sediment
Sediment expected from
future degradation upstream
BMP Elements
BR = Bioretention cell; SF = Sand Filter; SW = Stormwater Wetland; WDP = Wet Detention Pond; DDP = Dry Detention Pond; FS = Filter
Strip; S = Grassed Swale; LS = Level Spread; NI = Natural Infiltration Area; FB = Forested Buffer
601 East NCEEP Final Mitigation Plan January 2014 34

6.0 CREDIT RELEASE SCHEDULE
All credit releases will be based on the total credit generated as reported by the as -built
survey of the mitigation site. Under no circumstances shall any mitigation project be
debited until the necessary DA authorization has been received for its construction or
the District Engineer (DE) has otherwise provided written approval for the project in the
case where no DA authorization is required for construction of the mitigation project.
The DE, in consultation with the Interagency Review Team (IRT), will determine if
performance standards have been satisfied sufficiently to meet the requirements of the
release schedules below. In cases where some performance standards have not been
met, credits may still be released depending on the specifics of the case. Monitoring
may be required to restart or to be extended, depending on the extent to which the site
fails to meet the specified performance standard. The release of project credits will be
subject to the criteria described as follows:
Stream Credits
Monitoring Year
Credit Release Activity
Interim
Total
Release
Released
0
Initial Allocation — see requirements below
30%
30%
1
First year monitoring report demonstrates
10%
40%
performance standards are being met
2
Second year monitoring report demonstrates
10%
50%
performance standards are being met
60 %')
3
Third year monitoring report demonstrates
10%
60%
performance standards are being met
70%
4
Fourth year monitoring report demonstrates
5%
65%
performance standards are being met
75 %*
5
Fifth year monitoring report demonstrates
10%
75%
performance standards are being met
85 %')
6
Sixth year monitoring report demonstrates
5%
80%
performance standards are being met
90'
7
Seventh year monitoring report demonstrates
10%
90%
performance standards are being met and project has
(100 % -)
received closeout approval
Initial Allocation of Released Credits
The initial allocation of released credits, as specified in the mitigation plan can be
released by the NCEEP without prior written approval of the DE upon satisfactory
completion of the following activities:
a. Approval of the final Mitigation Plan
b. Recordation of the preservation mechanism, as well as a title opinion acceptable
to the USACE covering the property
c. Completion of project construction (the initial physical and biological
improvements to the mitigation site) pursuant to the mitigation plan; Per the
NCEEP Instruments, construction means that a mitigation site has been
construction in its entirety, to include planting, and an as -built report that has
601 East NCEEP Final Mitigation Plan January 2014 35

been produced. As -built reports must be sealed by an engineer prior to project
closeout, if appropriate but not prior to the initial allocation of released credits.
d. Receipt of necessary DA permit authorization or written DA approval for projects
where DA permit issuance is not required.
Subsequent Credit Releases
All subsequent credit releases must be approved by the DE, in consultation with the
IRT, based on a determination that required performance standards have been
achieved. For stream projects a reserve of 15% of a site's total stream credits shall be
released after two bank -full events have occurred, in separate years, provided the
channel is stable and all other performance standards are met. In the event that less
than two bank -full events occur during the monitoring period, release of these reserve
credits shall be at the discretion of the IRT. As projects approach milestones associated
with credit release, the NCEEP will submit a request for credit release to the DE along
with documentation substantiating achievement of criteria required release to occur.
This documentation will be included with the annual monitoring report.
601 East NCEEP Final Mitigation Plan January 2014 36

FKIliviII l[rLA I Is] 11 A7I6]:l:I a W-11 I,
7.1 Description of Target Stream and Vegetation Communities
Reference reaches were sought to provide a target for design of the proposed streams.
Searches were conducted into surrounding watersheds to find suitable references that
contained comparable slope, bed material and valley type. A Type C4 reference was
located on Underwood Creek a tributary to Little Twelve Mile Creek in Union County. A
type B4 reference was located on UT to Richardson Creek a tributary to Rocky River in
Anson County. The reference vegetation community data was also collected at the Cold
Springs reference site.
7.1.1 Reference Reach
The reference reach was selected to represent the probable configurations for the
proposed stream restoration. Detailed geomorphic survey and Level II Rosgen
classifications were conducted on both reference reaches. Reference reach data has
been included in Appendix C.
7.1.1.1 UT to Underwood Creek Reference
The reference reach is located in an undisturbed segment of UT to Underwood Creek.
This area has remained wooded as far back as 1951 as evidenced by the aerial
photography that was obtained. The UT to Underwood creek has many characteristics
in common with the 601 East watershed including valley type, valley slope, and
drainage area of 0.5 square miles.
The UT to Underwood Creek reach is representative of a C4 channel in a mildly sloped
valley with a broad floodplain. Bed material, channel slope and valley form of this
stream are consistent with the Site and provide reasonable model for the potential
channel forms that can be expected at the site. The UT to Underwood Creek reach has
a range of D50 of 20.4 millimeters (mm) to 38.1 mm, D84 of 31.5 mm to 90 mm,
channel slope of 0.48 percent, width /depth ratio of 7.7 to 15.6, and sinuosity of 1.2. The
channel has a wide bankfull width /depth ratio range and a low bank height that allows
floodwater to access the floodplain. The profile consists of a well developed riffle pool
sequence located at the appropriate locations within the channel. The stream is located
in the same physiographic region, the Carolina Slate Belt, as Tanyard Branch. While
UT to Underwood Creek classifies as an "E4 /C4" type channel, using the range of
numbers from the morphological tables that are more closely associated with a "C" type
channel, the proposed restoration channels will be designed to fall into the "C"
classification.
Discharge and Bankfull Verification
The drainage area at the downstream limit of the reference reach is approximately 0.43
square miles. The estimated bankfull discharge is approximately 40 cubic feet per
second (cfs). The discharge was estimated from eleven field cross sections taken along
the channel. Bankfull was located at the top of the existing channel which is at the
existing floodplain elevation. Bankfull verification on UT to Underwood Creek was
completed with a comparison of field surveyed stream cross sections for typical bankfull
601 East NCEEP Final Mitigation Plan January 2014 37

width, area, depth, and discharge relationships. The watershed predicted discharges
were compared with the bankfull channel capacities generated from field cross sections
for verification. The Rural Piedmont Curves developed by the North Carolina State
University (NCSU) Water Quality Group were used to verify acceptable limits of
morphological characteristics based on a hydro - physiographic region and drainage
area. UT to Underwood Creek's average cross sectional values for bankfull area, width,
depth and discharge fell within the confidence limits on the North Carolina Rural
Regional Curves
Channel Stability Assessment
Visual observations of UT to Underwood Creek reference show that the stream has
adequate root depth and density, moderate bank slopes, low bank heights and good
vegetative surface protection. This indicates that the creek has low bank erosion
potential degrades slowly and contributes little sediment to the stream waters.
Limited Reference Reach
Through the course of conducting the reference reach searches, several streams were
identified as possessing qualities of stability and natural form. However these reaches
were determined to not be suitable references for the project due to differences in
stream type, valley form, or valley slope.
Reference Vegetation Community
Plant community classifications follow those presented by Schafale and Weakley (1990)
where possible. The dominant flora observed, or likely to occur, in each community are
described and discussed. Scientific nomenclature and the common names (when
applicable) are provided. Plant taxonomy typically follows (Weakley 2008). All
subsequent references to the same organism will include the common name only.
Published range distributions and habitat analysis are used in estimating flora expected
to be present within the project site.
The vegetative community species composition is similar to that of the Piedmont Alluvial
Forest located within the conservation easement. The canopy is composed of tree
species including but not limited to green ash, sweetgum, red maple, red elm, and
southern hackberry. Subcanopy and shrub species observed include ironwood
(Carpinus caroliniana) saplings of red maple and sweetgum. This community has a
dense shrub layer dominated by Chinese privet. Herbaceous species observed in this
community include the invasive species, Japanese honeysuckle (Lonicera japonica).
7.1.1.2 UT to Richardson Creek
The reference reach is located in an undisturbed segment of UT to Richardson Creek.
This area has remained wooded as far back as 1951 as evidenced by the aerial
photography that was obtained. The UT to Richardson Creek has many characteristics
in common with the 601 East watershed including valley type, valley slope, and
drainage area.
The UT to Richardson Creek reach is representative of a B4 /C4b channel in a
moderately sloped valley with a narrow constrained floodplain. Bed material, channel
601 East NCEEP Final Mitigation Plan January 2014 38

slope and valley form of this stream are consistent with the Site and provide reasonable
model for the potential channel forms that can be expected at the Site. The UT to
Richardson Creek reach has a range of D50 of 18.6 mm to 28.9 mm, D84 of 61.3 mm to
64.8 mm, channel slope of 1.8 percent, width /depth ratio of 8 to 17, and sinuosity of
1.16. The channel has a high bankfull width /depth ratio range and a low bank height
that allows floodwater to access the floodplain. The profile consists of a well developed
riffle pool sequence located at the appropriate locations within the channel. The stream
is located in the same physiographic region, the Carolina Slate Belt, as Tanyard Branch.
Discharge and Bankfull Verification
The drainage area at the downstream limit of the reference reach is approximately 0. 15
square miles. The estimated bankfull discharge is approximately 27 cfs. The discharge
was estimated from twelve field cross sections taken along the channel. Bankfull was
located at the top of the existing channel which is at the existing floodplain elevation.
Bankfull verification on UT to Richardson Creek was completed with a comparison of
field surveyed stream cross sections for typical bankfull width, area, depth, and
discharge relationships. The watershed predicted discharges were compared with the
bankfull channel capacities generated from field cross sections for verification. The
Rural Piedmont Curves developed by the North Carolina State University (NCSU) Water
Quality Group were used to verify acceptable limits of morphological characteristics
based on a hydro - physiographic region and drainage area. UT to Underwood Creek's
average cross sectional values for bankfull area, width, depth and discharge fell within
the confidence limits on the North Carolina Rural Regional Curves.
Channel Stability Assessment
Visual observations of UT to Richardson Creek reference show that the stream has
adequate root depth and density, moderate bank slopes, low bank heights and good
vegetative surface protection. This indicates that the creek as low bank erosion potential
degrades slowly and contributes little sediment to the stream waters.
Limited Reach Reference
Through the course of conducting the reference reach searches, several streams were
identified as possessing qualities of stability and natural form. However these reaches
were determined to be not suitable references for the project due to differences in
stream type, valley form, or valley slope.
Reference Vegetation Community
Plant community classifications follow those presented by Schafale and Weakley (1990)
where possible. The dominant flora observed, or likely to occur, in each community are
described and discussed. Scientific nomenclature and the common names (when
applicable) are provided. Plant taxonomy typically follows ( Weakley 2008). All
subsequent references to the same organism will include the common name only.
Published range distributions and habitat analysis are used in estimating flora expected
to be present within the project site.
A plant community survey was performed within the forested community along the
Tanyard Branch downstream of Landsford Rd where a stream buffer is present. This
601 East NCEEP Final Mitigation Plan January 2014 39

small stream plant community, common to the Piedmont region, is located within what
closely resembles a Piedmont Alluvial Forest as described by Schafale and Weakley
(Draft May 2012). Canopy species observed included sycamore, hackberry, red
maple,river birch, green ash, eastern red cedar, willow oak, and tulip poplar
(Liriodendron tulipifera). Subcanopy species included American holly (Ilex opaca), iron
wood, and Chinese privet. Herbaceous species included were sparse consisting mostly
of Japanese honeysuckle. The Piedmont Alluvial Forest community proposed for
Reach 3 and 4 will be modeled after this community. The Piedmont Headwater Forest
community proposed for Reach 1 and 2 will be modeled after typical species expected
to occur within these communities and the native woody species already observed
along Tanyard Branch within these reaches. Canopy species typical of a Piedmont
Headwater Forest consist of willow oak, red maple, sweetgum, common elderberry,
ironwood, and white oak, all of which were observed within Reach 1 and 2.
7.2 Design Narrative
7.2.1 Restoration Approach
Tanyard Branch is divided into an ephemeral channel Reach A and four (4) Intermittant
or Perennial numbered (1 -4) reaches for design with two reaches above Landsford
Road and two reaches below. Above Landsford Road the stream valley changes from a
Type B to a Type C stream. The ephemeral channel Reach A is located at the top of the
project. The ephemeral channel is 215 linear feet in length and improvements include
BMPs and buffers to prevent future erosion and sediment input from the existing
roadway drainage stressor. Reach 1 is located is the first segment below the ephemeral
channel and Reach 2 begins in the woods adjacent to the spring house to Landsford
Road. Tanyard Branch below Landsford Road begins as a Type C channel and then
changes to a Type B channel in the lower one third of its length with a Priority III
restoration approach to transition the stream to the much lower elevation of Lanes
Creek.
A concern with the project in the headwater areas was the stability of the ephemeral
channel and the extensive erosion that had occurred in the last 5 years due to recent
roadway improvements in the watershed. Additionally upstream of the proposed buffers
the land will continue in agricultural crop production. The project approach for the
ephemeral stream, Reach A, is to stabilize the area from future incision with a series of
energy dissipaters to provide vertical stability and as well as provide sediment settling
capacity for anticipated future sediment import from continued ephemeral channel
erosion outside of the conservation easement. Two hundred and fifteen feet (215') of
ephemeral channel has been included in the design. This channel length will have 50
foot vegetative buffers restored along its length and will be included within the
conservation easement. A dense planting of shrubs along with trees on the outside and
around the BMP's on the ephemeral section of Reach 1a will be provided. Shrubs will
be used to attenuate sediment.
Based on surveyed cross sections of the incised channel and an assumed pre -
degradation top of bank elevation a sediment loss volume of 167 tons was estimated to
601 East NCEEP Final Mitigation Plan January 2014 40

have occurred along 335 feet of channel length between 2008 and 2010 at the top of
the stream. A series of five (5) stormwater BMP basins have been designed throughout
the ephemeral channel reach to detain future sediment moving through the system. The
basins have a total capacity to hold 206 tons of sediment. After the initial degradation
within this area between 2008 and 2011 occurred, significant sediment loss was not
observed in 2012 or 2013. It is anticipated that the due to the continued farming of the
land outside of the conservation easement that the draws to the south and east of the
restoration project will continue to introduce excess sediment to the stream. It is not
anticipated that the sediment loss will be as significant as the degradation that occurred
between 2008 and 2010 due to the observations that were made in 2012 and 2013. The
designed basins have ample storage capacity to capture sediment and provide ground
water recharge as water is stored and allowed to drain into the soils below upstream of
the intermittent channel.
A Mitigation ratio of 1:5 has been requested for the 215 linear feet of channel. The
improvements in the ephemeral channel add to the functional uplift of the project,
provide additional buffer to adjacent agricultural land, and will reduce sediment import to
the downstream restored stream. The buffers and sediment reduction will reduce the
amount of pesticide and fertilizers entering the stream.
Several draws input drainage from the agricultural fields into the stream along the
length. Depressed areas at each draw will be excavated to create diffuse sheet flow
over an extended rim of the depression. These draws do not currently support wetlands.
The sheet diffused flow will have reduced velocities and aid in preventing rills within the
conservation easement to the new channel. The recommended approach is for a
combination of restoration and enhancement of reaches 1 & 2 and full restoration of
reaches 3 & 4.
Reach 1 will feature Priority 1 restoration and enhancement Level 1. Reach 1 will be
reconstructed as a Priority I restoration with a B4 stream. A priority one is appropriate
for this design stream type "B" as the proposed design will raise the channel to
reconnect the stream with the current floodplain. A "B" type stream is appropriate for
this valley slope. This will provide for the construction of the proper cross sectional
geometry, reducing stress on the banks and eliminating bank scour. In addition the bed
will be stabilized with constructed functional riffles. Riffles constructed from rock
materials supplemented with native gravel and cobble materials will provide immediate
habitat features and functional lift. The upper 350 feet of Reach 1 is intermittent. The
enhancement E1 portion of Reach 1 includes 290 total linear feet of stream that is
currently connected to the floodplain and will be enhanced with the correct stream
pattern and dimension. Additionally a 50 foot exclusion for a piped farm crossing of the
stream is located within Reach 1.
Reach 1 has been broken down into the following components. Reach 1 a is a 350 foot
segment to be restored as a P1 restoration approach. Reach 1 b is an 85 foot segment
of intermittent stream that is currently connected to the floodplain where enhancement
E1 is proposed. The perennial stream begins at Reach 1c. This reach includes 155 feet
of stream which is currently connected to the floodplain where enhancement E1 is
601 East NCEEP Final Mitigation Plan January 2014 41

proposed. Reach 1d is an 800 foot segment of perennial channel length with a P1
restoration approach.
Reach 2 begins where the valley flattens out and becomes broad and therefore a C4
stream type is proposed for this reach. The upstream segment of Reach 2 is located in
an existing wooded area of the stream. Enhancement E1 is proposed for 200 linear feet
through the wooded area in which the stream cross section and vertical alignment will
be adjusted within the existing stream pattern. A forty (40) foot easement exclusion is
proposed with in the E1 portion of Reach 2 for an existing spring house that is located
adjacent to the stream. The spring house provides water to the residence located at
6915 Pageland Hwy owned by Mary C. and Don E. Taylor Pin Number 03156017A, DB
3572, PG 810. Therefore underground electric and water distribution lines are located
within this exclusion area. Reach 2a includes 40 feet of stream enhancement E1 below
Reach 1d and above the spring house exclusion. Reach 2b includes 120 feet of
enhancement E1 below the spring house exclusion. Priority I restoration is proposed for
the remaining 724 linear feet of this reach. This reach has been identified as 2c and it
extends to Landsford Road. The stream in Reach 2c has been located adjacent to the
existing wetlands that have formed in the existing depositional area. The proposed
restoration will preserve the majority of the wetlands and improve sediment transport. A
10 foot exclusion has been provided between the conservation easement and right -of-
way on Landsford Road for future roadway expansion.
Reach 3 begins below an existing wooded stream segment approximately 1,200 linear
feet below Landsford Road. This reach starts just below the confluence of Tanyard
Branch and a tributary that approximately doubles the drainage. Reach 3 is proposed as
a C4 stream. The stream will be reconnected to the relic channel on the Site. Through
this restoration the stream will placed into its historical location and removed from the
agricultural ditch location that was constructed on the property. The issue affecting the
ecological function on this reach is the extreme topographic separation of Tanyard
Branch from the adjacent floodplain. In order to reconnect Tanyard Branch with the
contiguous natural terrain and improve floodplain groundwater hydrology, a Priority I
approach is recommended for a distance of 1078 linear feet. A 60 foot easement
exclusion is proposed within this stream length for a farm crossing. Reach 3 has been
broken into two segments; Reach 3a includes 368 feet above the farm crossing
exclusion and Reach 3b 650 feet below. The existing channel below the proposed
diversion into the relic channel will be filled for approximately 250 feet to accommodate
the new stream alignment and provide farming access to the eastern half of the
property. The remaining channel will remain open and in its existing condition.
Reach 4 includes the last 480 linear feet of stream in the lower reach. A Priority 3
restoration approach as a Type B4 stream is proposed for Reach 4. To improve the
transition of the stream to the lower elevation of Lanes Creek and overall channel
stability the floodplain will be graded to create a confined valley. The restoration will
address the degraded conditions of severe channel incision, unstable banks, and
improper channel dimensions which are negatively affecting stream function. A Priority
3 approach will be required to convert the existing G channel to a B Type stream.
601 East NCEEP Final Mitigation Plan January 2014 42

7.2.2 Restoration Method
Restoration of Type C4 streams will consist of constructing a moderate to high sinuosity
stream with a moderate to high width -depth ratio (13 to 14) and a riffle -pool bed profile
that will access the floodplain at bankfull flows. Restoration of Type B4 streams will
consist of constructing a low to moderate sinuosity (1.1 to 1.17) stream with a moderate
width -depth ratio (13 to 16) that accesses the floodplain at greater -than bankfull flows.
For streams with average channel slopes from 1.2 to 4 percent the bed profile form is in
a range that is transitioning from riffle -pool morphology at the lower slopes to step -pool
morphology at the steeper slopes. The profile for Tanyard Branch is at the lower end of
the slope range and therefore is proposed as riffle -pool morphology.
Exploration for buried bed material will be conducted in proximity of the channel work to
harvest available bed material for reuse in the constructed channel. It is anticipated that
the existing bed material is insufficient for the proposed work and therefore will be
supplemented with off -site material or material quarried on site of appropriate size.
Constructed riffles will primarily be used to provide vertical stability to the channel,
assist in maintaining, riffle, run and pool features and to provide habitat. In an effort to
minimize rock used for the project constructed riffles were divided into three groups;
Class I, Class II, and Stone & Log riffles. Class II riffles have the largest stone and are
used in limited areas that have the highest velocities and shear stresses. Class II riffles
are also proposed for Reach 4 that is a Priority 3 Type "B" channel transitioning Tanyard
Branch to Lanes Creek. Class I riffles were used primarily in the upper reach Type "B"
channel. The stone and log constructed riffles are primarily used in the Type "C"
channel where lower velocities and shear stresses were predicted. This stone and log
riffle design was used to reduce the rock in the channel and introduce more wood into
the design. The "C" Type channels also are adjacent to wetter floodplains that will help
in preserving the wood within the riffle structure. The riffle material was selected based
on the shear stresses obtained in the HEC -RAS analysis. Within the stream length the
shear stress resulted in numbers that required a larger diameter rock to hold the vertical
profile at riffle locations than is present in the adjacent medium gravel soils. Additionally
material of this size is not readily available as sediment import into the channel in this
headwater stream to develop the riffles. Therefore to hold the vertical profile of the
restored stream larger stone is required to be added at the riffle locations for long term
stability as shown on the plans.
Single wing log vanes will be used to shift the flow away from the outside banks on
selected meander bends. Trees will be harvested onsite will be used in the log
structures. Brush -toe structures will be installed in the perennial stream outside of
selected meander bends to provide bank stability, increase bank roughness, and
provide aquatic habitat. Rock toe and grade control structures will be used in the
ephemeral channel and intermittent stream segments to provide bank and bed stability.
A rock toe is proposed in these reaches due to the concern of wood material rotting
away too quickly without continual submergence in water. Small diameter (less than 6 ")
woody plants suitable for transplanting will be harvested on -site where available.
Earthwork activities will include excavation of the proposed channel, partial or complete
backfilling of existing channels, and the creation of a wider valley for Priority 3
601 East NCEEP Final Mitigation Plan January 2014 43

restoration in Reach 4. Grading work is designed to tie into the natural landscape.
During construction, wetland areas will be protected from impact outside of the channel
construction area.
Farm crossings will be designed with oversized pipe so that the pipe will be buried
below the bed to the channel to allow bed material to pass through the pipe. A boulder
grade control structure will be placed downstream of the pipe to hold the low water
surface just above the outlet and allow for aquatic passage.
All disturbed areas will be stabilized with temporary and permanent seed and covered
with straw or mulch. Live stakes will be installed on the stream banks in accordance
with the planting plan and the entire conservation easement will be planted with bare
root seedlings. Plantings will be in accordance with the planting plan included in
Appendix D.
7.2.3 Data Anal
Hydraulic and Hydrologic Analysis
A hydrologic analysis was preformed to quantify the bankfull flows and flood flows of the
watershed for the upper and lower reaches. Field cross sections were taken at 18
locations in Reach 1, 10 locations in Reach 2, 9 locations in Reach 3 and 8 locations in
the relic channel. The existing cross sections and the existing stream longitudinal profile
of the channel thalweg and water surface slope were evaluated to determine bankfull
elevations and discharges at each location based on field indicators. A bankfull
elevation and slope was then set based on the field cross section data. The cross
sections and slope were then adjusted to obtain a convergence on discharge
predictions and morphological parameters.
Table of Bankfull Data from Collected Field Cross Section Data (Selected Sample Data
Cross Sections)
Station
Wbkf
Abkf
dbkf
Q (cfs)
Reach 1
8 +66
7.21
4.82
0.67
24.3
9 +90
10.56
5.76
0.55
25.0
11+17
19.4
8.1
0.42
21.7
12 +11
42.5
14.53
0.32
28.4
12 +84
19
12.89
.0.21
23.7
13 +8
20.4
8.8
0.43
21.5
14 +50
16.4
9.05
0.55
25.9
16 +80
18.9
9.1
0.48
23.3
21+42
6.76
5.91
0.87
24.1
Reach 2
22 +52
8.1
10.7
1.33
26.0
27 +96
29.3
22.8
1.78
26.9
30 +58
18.89
12.6
0.67
29.6
Reach 3 & 4
41+39
11.08
15.75
1.42
54.7
43 +10
15.64
19.4
1.23
64.8
45 +00
15.56
14.53
0.93
59.0
3 +80 Relic
11.3
13.5
1.2
50.5
601 East NCEEP Final Mitigation Plan January 2014 44

The USGS regional Regression equations for the NC Rural Piedmont hydrologic area
were calculated for bankfull data and the Piedmont Regional Curve Data was obtained
and compared to the field morphological data. The field discharges were slightly lower
than the regional curve average values but compared within 80 -90% of the regional
curve data and within the confidence limits. The regression equations over predicted the
discharges obtained from field data for the watershed.
Design Discharge Analysis Comparisons
Reach 1
Field Morph Data
Regional Curve
Data
Regression
Equation (1.5- 2yr)
Design Discharge
Q Avg (cfs)
23.67 (18.7 -28.4)
23(8-80)
32 -38
24
Reach 2
2 x
Bankfull
2-
Year
5-
Year
10-
Year
Q Avg (cfs)
24 (12 -29.6)
29(9-90)
39 -45
26
Reach 3 & 4
57
81
195
51.44
Q Avg (cfs)
54.7
56 -60 (18 -180)
76 -90
55
Discharges were determined at 5 locations in the watershed for the Bankfull, 2xBankfull,
2 year, 5 year, 10 year, and 100 year storm events for input into the HEC -RAS model as
shown in the table below.
Table of HEC -RAS Discharges
Upper Reach
Drainage
Area (Acres)
Discharge point of interest location
Bankfull
2 x
Bankfull
2-
Year
5-
Year
10-
Year
100 -
Year
36.2
At beginning of perennial stream
22
44
30
57
81
195
51.44
Above pump house
24
48
38
72
102
242
65.5
At head of Reach 2
26
52
45
84
120
282
84
At Landsford Road
33
66
54
100
140
328
Lower Reach
175
At end of project
55
110
90
163
227
518
The proposed restored stream conditions were analyzed by creating a HEC -RAS model
to reflect the proposed channel geometry, slope, and bed form features. Cross sections
were established at all head of riffle, end of riffle, and center of pool locations in the
model. The roughness coefficients for the channel were set to reflect anticipated future
roughness coefficients. The HEC -RAS model was used to provide assistance in the
analysis of sediment transport, verify bankfull flow capacity, determine flood flow
conditions for large storm events, and confirm that no hydrologic trespass will occur on
adjacent properties. The output files from the proposed HEC -RAS model are included in
Appendix C.
7.2.4 Sediment Competence Analysis
Data Collection for sediment competence included riffle pebble counts and bulk
samples collected on point bars. The bed material consists of a mix of sand and gravel.
Pebble counts taken from the top of the stream to the wooded area in the upper reach
reflect the sand that has moved out of the incised intermittent stream segment into the
perennial stream below. The material in the intermittent stream reflected a 10% sand
and 90% gravel mix. The perennial stream below showed a much higher sand
601 East NCEEP Final Mitigation Plan January 2014 45

component, 40 %, reflecting recent sediment import from the degraded upstream
channel.
Critical dimensionless shear (Tc *) of 0.035 was calculated using the Andrew's equation
(1984). The threshold particle size based on the maximum particle size collected from
field point bar samples was a 2 inch (very coarse gravel) particle. The proposed channel
depth of flow and water surface slopes were designed to move the threshold particle
based on the calculated dimensionless shear stress.
7.2.5 Sediment Capacity Analysis
Bank bulk samples were collected and analyzed for bank material composition to gain a
better understanding of the native soils and particle sizes that may be transported to the
stream. The samples were taken at two locations in the upper reach and one location in
the lower reach. The samples were consistent with a composition of approximately 10%
sand, 30% fine gravel, 40% medium gravel and 10% coarse -very coarse gravel.
Tanyard Branch is located at the top of the watershed, and has a low sediment supply
and therefore sediment transport was not a significant concern in the design. The soils
in the watershed are primarily silt loam. The major import of soils to the stream is
through agricultural use of the adjacent land and the buffers will filter much of these
sediments. The ephemeral channel has been designed with components to prevent
future erosion as well as to trap sediment that may continue to be imported upstream
from the recent highway improvements and agricultural operations.
A HEC -RAS model was built to assess the shear stress and stream power of the design
for both the upper and lower reaches. Generally the proposed condition model shows a
slight decrease in stream power in the larger storm return periods. The decrease in
stream power is to be expected in the larger storm events due to the increase in
channel width /depth ratio. The stream power values however are sufficiently high to
transport the sand /fine gravel particles which constitute the main wash load component.
The model results show that the velocities, shear stresses, and stream power are
adequate to transport sand and gravel particles. Shear stress and velocities produced
by the model were additionally used to size the proposed constructed riffle materials to
resist movement. The riffles were sized typically for the 10 year storm event and at
critical locations for the 100 year return period. Reach 4 constructed riffles were sized
solely for the 100 year storm event. The HEC -RAS model output is included in Appendix
C.
601 East NCEEP Final Mitigation Plan January 2014 46

x
LEGEND:
EXISTING - - - PROPERTY BOUNDARY
CHANNEL CONSERVATION EASEMENT BOUNDARY
TO REMAIN PROPOSED PERENNIAL STREAM
PROPOSED INTERMITTENT STREAM
PROPOSED CHANNEL
® EXISTING WETLAND
J
1 .1Lt
1 1
L%
1
ddLO
t� ROPOSED
7_,,. 1
EXCLUSION
NO STREAM
. `jay fit' HOUSE ACCESS
PROPOSED
i
N 500 250 0 500 PROPOSED HYDROLOGIC FEATURESPA
5 601 EAST STREAM RESTORATION SITE
UNION COUNTY, NC LAI
DATE: AUGUST 9, 2013 FIGURE 11
2011 Aerial from NCOneMap.org WARD CONSULTING ENGINEERS, EC

8.0 MAINTENANCE PLAN
EBX, NCEEP's full delivery provider, shall monitor the site on a regular basis 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:
Component/Feature
Maintenance through project close -out
Stream
Routine channel maintenance and repair activities may include securing of
loose coir matting and supplemental installations of live stakes and other
target vegetation along the channel. Areas where stormwater and floodplain
flows intercept the channel may also require maintenance to prevent bank
failures and head-cutting
Wetland
Routine wetland maintenance and repair activities may include securing of
loose coir matting and supplemental installations of live stakes and other
target vegetation along the channel. Areas where stormwater and floodplain
flows intercept the channel may also require maintenance to prevent scour.
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
preformed in accordance with NC Department of Agriculture (NCDA) rules and
regulations.
Site Boundary
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 conservation easement. Boundary markers
disturbed, damaged, or destroyed will be repaired and /or replaced on an as
needed basis.
Utility Right -of -Way
Utility rights -of -way within the site may be maintained only as allowed by
Conservation Easement or existing easement, deed restrictions, rights of way,
or corridor agreements.
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.
Road Crossing
Road crossings within the site may be maintained only as allowed by
Conservation Easement or existing easement, deed restrictions, rights of way,
or corridor agreements.
Beaver Management
Beaver activity will be monitored and removed on an as needed basis.
Stormwater Management Device
Storm water management devices will be monitored and maintained per the
protocols and procedures defined by the NC Division of Water Quality Storm
Water Best Management Practices Manual.
601 East NCEEP Final Mitigation Plan January 2014 48

�*Xlm;j AN 001 N LT4F_111 [a :111&1f_1►UI_L'71Z+y
Performance standards shall comply with the Ecosystem Enhancement Program
Monitoring Requirements and Performance Standards for Stream and Wetland
Mitigation Dated November 7, 2011. (Section IV C.)
Morphologic Parameters and Channel Stability
Restored and enhanced streams should demonstrate morphologic stability to be
considered successful. Stability does not equate to an absence of change, but rather to
sustainable rates of change or stable patterns of variation. Restored streams often
demonstrate some level of initial adjustment in the period that follows construction and
some subsequent change /variation is also to be expected. However, the observed
change should not be unidirectional such that it represents a robust trend. If some trend
is evident, it should be modest or indicate migration to another stable form. Annual
variation is to be expected, but over time this should demonstrate equilibrium on the
reach scale with the maintenance of or even a reduction in the amplitude of variation.
Lastly, all of this must be evaluated in the context of hydrologic events to which the
system is exposed and the design type /intent (i.e. threshold versus free form alluvial
channels).
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. However, some change is natural and expected and can even
indicate that the design was successful and appropriate for the hydrologic and sediment
regime. Examples include depositional processes resulting in the development of
constructive features on the banks and floodplain such as an inner berm, a slightly
narrower channel, modest natural levees, and general floodplain deposition.
For stream dimension, cross - sectional overlays and key parameters such as cross -
sectional area, and the channel's width to depth ratios should demonstrate modest
overall change and patterns of variation that are in keeping with the descriptions in
section 3.6.1.
Significant widening of the channel cross - section or trends of increase in the cross
sectional area generally represent concern, although some adjustment in this direction
is acceptable if the process is arrested after a period of modest adjustment. In the case
of riffle cross sections, maintenance of depths that represent small changes to target
competence (e.g. consistently low BHRs <1.2) would also reflect stability. Although a
pool cross - section may experience periodic infilling due to watershed activity and the
timing of events relative to monitoring, the majority of pools within a project stream
reach /component should demonstrate maintenance of greater depths and low water
surface slopes over time. Rates of lateral migration need to be moderate.
Bank pins will be installed to monitor rates of erosion.
601 East NCEEP Final Mitigation Plan January 2014 49

Pattern and Profile
Pool depths may vary from year to year, however the majority of pools should maintain
depths that are distinct in the profile and are readily observed. Pattern measurement will
not be collected unless observations indicate a detectable change based on
observations and /or dimension measurements.
Substrate
Generally it is anticipated that the bed materials will coarsen over time. The majority of
riffle pebble counts should indicate maintenance or coarsening of the substrate. The
D50 and D84 of the substrate should show a coarser distribution of bed materials in
riffles and finer size class distribution in pools.
Sediment Transport
Depositional features should be consistent with a stable stream that is effectively
managing its sediment load. Point Bar and inner berm features should develop without
excessive encroachment of the restored channel. Trends in the development of
systemic robust mid - channel or alternating bar features will be considered a
destabilizing condition and may require intervention.
The tributaries outside of the conservation easement will be observed yearly and the
monitoring report will document the function of the upstream basins in capturing excess
sediment produced by observed degradation in the narrative. A specific performance
standard has not been added.
Surface Water Hydrology
Monitoring of stream water stages through a staff gauge should show recurrence of
bankfull flow on average every 1 to 2 years. Throughout the monitoring period, the
surface water stage should achieve bankfull or greater elevations at least twice. The
bankfull events must occur during separate monitoring years.
Vegetation
The vegetation monitoring will be conducted according to the Carolina Vegetation
Survey (CVS) — EEP protocol Version 4.2 (Lee et al 2008). Vegetation monitoring plots
will be 100 square meters in size and will be conducted according to the Level I protocol
which has a focus on planted stems only. The purpose of this level of monitoring is to
determine the pattern of installation of plant material with respect to species, spacing,
density, and to monitor the survival and growth of those installed species. The success
criteria for the preferred species in the restoration areas will be based on annual and
cumulative survival and growth over seven (7) years. Survival on preferred species
must be at a minimum 320 stems /acre at the end of the three years of monitoring and
260 stems /acre after five years. At year 7, density must be no less than 210 seven
year -old planted stems /acre. Level 11 of the CVS protocol, which includes natural stems
and planted stems, will be followed for the monitoring year 2 and subsequent years until
the project close out year. The number of required plots is based on the mitigation
category: stream enhancement, stream restoration, and wetland restoration. A
spreadsheet is provided by EEP to calculate to necessary numbers of plots for streams
(Lee et al 2008). Ten plots will be required for the restored reach of Tanyard Branch.
601 East NCEEP Final Mitigation Plan January 2014 50

10.0 MONITORING REQUIREMENTS
Annual monitoring data will be reported using the EEP monitoring template. The
monitoring report shall provide a project data chronology that will facilitate an
understanding of project status and trends, population of EEP databases for analysis,
research purposes, and assist in decision making regarding project close -out.
Required
Parameter
Quantity
Frequency
Notes
No
Pattern
As per April 2003
Annual
WSACE Wilmington
District Stream
Mitigation Guidelines
Yes
Dimension
As per November
Monitoring
Cross - sections to be monitored
2011 NCEEP
Years 1,2,3,
over seven (7) years and shall
monitoring
5, and 7
include an assessment of bank
requirements
height ratio and entrenchment
ratio
Yes
Bank Erosion Pins
As per November
Monitoring
Bank pin arrays shall be
2011 NCEEP
Years 1,2,3,
installed at pool (bend)
monitoring
5, and 7
monitoring cross - sections;
requirements
arrays shall be measured at
time of cross - section surveys
Yes
Profile
As per April 2003
As- Needed
Longitudinal profile will be
WSACE Wilmington
collected as a part of the as-
District Stream
built survey, visual monitoring
Mitigation Guidelines
will be conducted thereafter.
Yes
Substrate
As per April 2003
Annual
WSACE Wilmington
District Stream
Mitigation Guidelines
Surface Water Hydrology
As per April 2003
A Crest Gauge will be installed
Yes
WSACE Wilmington
Semi - annual
on site; the device will be
District Stream
inspected on a semi - annual
Mitigation Guidelines
basis to document the
occurrence of bankfull events
on the project.
Ground Water Hydrology
Quantity and location
Groundwater monitoring
No
of gauges will be
Annual
gauges with data recording
determined in
devices will be installed on site;
consultation with EEP
the data will be downloaded on
every three months during the
growing season
Yes
Vegetation
Quantity and location
Monitoring
Vegetation will be monitored
of gauges will be
Years
using the Carolina Vegetation
determined in
1,2,3,5, and 7
Survey (CVS) protocols
consultation with EEP
Exotic and nuisance
Locations of exotic and
vegetation and Beaver
nuisance vegetation and the
Yes
Annual
occurrence of beaver dams
and approximate inundation
limits will be mapped.
Yes
Project boundary
Semi - annual
Location of fence damage,
vegetation damage, boundary
encroachments, etc. will be
mapped.
601 East NCEEP Final Mitigation Plan January 2014 51

si` KIM to] Z X94. 1 ►YiI►Yi /_1► /_[r]4LYi14ZkAaW_1ZI
Upon approval for close -out by the Interagency Review Team (IRT) the site will be
transferred to the State of North Carolina. This party shall be responsible for periodic
inspection of the site to ensure that restrictions required in the conservation easement
of the deed restriction document(s) are upheld. Endowment funds required to uphold
easement and deed restrictions shall be negotiated prior to site transfer to the
responsible party.
12.0 ADAPTIVE MANAGEMENT PLAN
Upon completion of site construction EBX will implement the post- construction
monitoring protocols previously defined in this document. Project maintenance will be
preformed as described previously in this document. If, during the course of annual
monitoring it is determined the site's ability to achieve site performance standards are
jeopardized, EBX will notify the NCEEP of the need to develop a Plan of Correction
Action. The Plan of Corrective Action will be prepared by an engineering consultant.
Once the Corrective Action Plan is prepared and finalized EBX will:
1. Notify the NCEEP.
2. Revise performance standards, requirements, and monitoring
requirements as necessary and /or required by the NCEEP.
3. Obtain other permits as necessary.
4. Implement the Corrective Action Plan.
5. Provide the NCEEP a Record Drawing of Corrective Actions. This
document shall depict the extent and nature of the work preformed.
13.0 FINANCIAL ASSURANCES
Pursuant to Section IV H and Appendix III of the Ecosystem Enhancement Program's
In -Lieu Fee Instrument dated July 28, 2010, the North Carolina Department of
Environment and Natural resources has provided the U.S. Army Corps of Engineers
Wilmington District with a formal commitment to fund projects to satisfy mitigation
requirements assumed by EEP. This commitment provides financial assurance for all
mitigation projects implemented by the program.
601 East NCEEP Final Mitigation Plan January 2014 52

14.0 OTHER INFORMATION
14.1 Definitions
Morphological description- the stream type; stream type is determined by quantifying
channel entrenchment, dimension, patter, profile, and boundary materials' as described
in Rosgen, D. (1996), Applied River Morphology, 2nd edition
Native vegetation community — a distinct and reoccurring assemblage of population of
plants, animals, bacteria and fungi naturally associated with each other and their
population; as described in Schafale, M.P. and Weakley, A. S. (1990), Classification of
the Natural Communities of North Carolina, Third Approximation
Project Area- includes all protected lands associate with the mitigation project
14.2 Reference
Arcement, Jr., G.J., Schneider, V. R. (1989) Guide for Selecting Manning's
Roughness Coefficients for natural Channels and Flood Plains. United States
Geological Survey Water - supply Paper: 2339
Raber - Langendoen, D., Rocchio, J., Schafale, M., Nordman, C., Pyne, M., Teague, J.,
Foti, T., Comer, P. (2006), Ecological Integrity Assessment and Performance
Measures for Wetland Mitigation. Nature Serve, Arlington, Virginia.
Lindenmayer, D.B., and J.F. Franklin. (2002), Conserving forest biodiversity: A
comprehensive multiscaled approach. Island Press, Washington, DC.
North Carolina Division of Water Quality (NCDWQ). Surface Water Classifications.
http://prota 1. ncden r.org /weg /wg /ps /csu /classifications Raleigh, NC
North Carolina Ecosystem Enhancement Program (2011), Monitoring Requirements
and Performance Standards for Stream and /or Wetland Mitigation.
North Carolina Floodplain Mapping Program. Floodplain Mapping Information
System. http: / /floodmaps .nc.qov /FMIS /Default.aspx Raleigh, NC.
Peet, R.K., Wentworth, T.S., and White, R.S. (1998), A flexible, multipurpose method
for recording vegetation composition and structure. Castanea 63:262 -274.
Pope, P.F., Tasker, G.D. 1999, Estimating the magnitude and frequency of floods
in rural basins of North Carolina. U.S. Geological Survey Water Resources
Investigations Report 99 -4114. U.S. Geological Survey, Raleigh, NC.
601 East NCEEP Final Mitigation Plan January 2014 53

Rosgen, D. (1996), Applied River Morphology, 2nd edition, Wildland Hydrology,
Pagosa Springs, CO
Rosgen, D. (2006), Watershed Assessment of River Stability and Sediment Supply
(WARSSS), Wildland Hydrology, Fort Collins, CO
Schafale, M.P. and Weakley, A.S. (1990), Classification of the Natural Communities
of North Carolina, Third Approximation, NC Natural Heritage Program, Raleigh, NC.
US Army Corps of Engineers Wilmington District (2003), Stream Mitigation
Guidelines, April 2003.
Young, T. >F> and Sanzone, S. (editors). (2002), A framework for assessing and
reporting on ecological condition. Ecological Reporting Panel, Ecological Processes
and Effects Committee. EPA Science Advisory Board. Washington, DC.
601 East NCEEP Final Mitigation Plan January 2014 54

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WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: k X City /County: +` Ribvd Sampling Date: q �3
Applicant/Owner: I State: nS G Sampling Point:
Investigator(s): C Section, Township, Range: 00ricaf-
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): C.i791A.0 cwV8 Slope ( %): I -;0A
Subregion (LRR or MLRA): � Lat: J4 , 3 V� Long: Datum:
Soil Map Unit Name: °f.-t � , ` ` 'kip NWI classification: NJ E)NF-
Are climatic / hydrologic conditions on the site typical for this time of year? Yes V No (if no, explain in Remarks.)
Are Vegetation Soil -50' , or Hydrology h significantly dssturbed? Are "Normal Circumstances" present? Yes / No
Are Vegetation , Soil , p , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes / No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes 1r, No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Prip2a Indicators minimum of one is re uired� check all that apply)
_ Surface Soil Cracks (B6)
Surface Water (A1)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
igh Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
Drainage Patterns (B10)
,�
w°' Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (131)
Presence of Reduced Iron (C4)
_ Dry - Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
Saturation Visible on Aerial Imagery (C9)
i Algal Mat or Crust (134)
_ Other (Explain in Remarks)
Stunted or Stressed Plants (D1)
Iron Deposits (135)
Geomorphic Position (D2)
Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
inundation
_ Water- Stained Leaves (139)
✓ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes ✓ No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
%
Saturation Present? Yes No
Depth (inches): ��
Wetland Hydrology Present? Yes / No
includes capMary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W A -)L—
7.
_
8. 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
9.
_ 3 - Prevalence Index is 53.0'
10.
Total Cover 4 - Morphological Adaptations' (Provide supporting
=
Herb Stratum (Plot s ) data in Remarks or on a separate sheet)
1 �, IL1% r dm, — g ° �j b j� _ Problematic Hydrophytic Vegetation' (Explain)
7
10
11
12
Woody Vine Stratum (Plot size:
1.
2.
3.
4.
5.
Remarks: (Include photo numbers
or on a
'indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling /Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb — All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
=Total Cover
Woody vine — All woody vines greater than 3.28 ft in
0 = Total Cover
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: G K f5 )
°Jo Cover Species? Status
Number of Dominant Species
1,' �• • { [
LL15 —YA
That Are CBL, FACW, or FAC:
(A)
2.
Total Number of Dominant
3.
Species Across All Strata:
(B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC:
(A/B)
S.
Prevalence Index worksheet:
7.
Total % Cover of: Multiply
by:
8.
SX S i�
= Total Cover
OBL species x 1
Sa lip !Shrub Stratum (Plot size:
}
s
species x2=
FACW p
FAG species x 3 =
2,
FACU species x4=
g
UPL species x 5 =
4_
Column Totals: (A)
(B)
5.
Prevalence Index = BIA =
7.
_
8. 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
9.
_ 3 - Prevalence Index is 53.0'
10.
Total Cover 4 - Morphological Adaptations' (Provide supporting
=
Herb Stratum (Plot s ) data in Remarks or on a separate sheet)
1 �, IL1% r dm, — g ° �j b j� _ Problematic Hydrophytic Vegetation' (Explain)
7
10
11
12
Woody Vine Stratum (Plot size:
1.
2.
3.
4.
5.
Remarks: (Include photo numbers
or on a
'indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling /Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb — All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
=Total Cover
Woody vine — All woody vines greater than 3.28 ft in
0 = Total Cover
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

SOIL
Profile Description. (Describe to the depth needed to document the indicator or
Sampling Point: WA
of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist l % Type' Loci Texture Remarks
poti(. t
Hydric Soil Indicators:
Histosol(Al)
Histic Epipedon (A2)
_ Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
_ Stripped Matrix (56)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
MS= Masked Sand Grains. Location: PL =Pore Lining, M= Matrix.
Indicators for Problematic Hydric
Dark Surface (S7)
Polyvalue Below Surface (SS) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Iron- Manganese Masses (1712) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147)
2 cm Muck (A14) (MLRA 147)
Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
31ndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes V No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

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NC DWQ Stream Identification Form Version 4.11
Date:
Project(Site: i ., c {�.
Latitude:
Evaluator: ?�y^k
County: 0
Longitude:
Total Points:
Stream is at least intermittent
Stream De ircle one)
Epheme nterrnittent erennial
Other �j1
e_g. Quad Name: "�4?tc (s (�
if a 19 or perennial if;-, 30"
2. Sinuosity of channel along thalweg
a--
A. Geomorphology (Subtotal i )
Absent
Weak
Moderate
Strong
1'a' Continuity of channel bed and bank
0.
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence_
0
1
� f
3
4. Particle size of stream substrate
0
1
2
3
5_ Activefr0ct floodplaih
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8_ Headcuts
0
1
2
3
9. Grade control
7
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No fl .
Yes = 3
Barak F
Bankfi;�
a artificial ditches are not rated; see discussions in manual
B. H drolo Subtotal = .
12_ Presence of Baseflow
< 0
1
2
3
13. Iron oxidizing bacteria
S
1
2
3
14. Leaf litter
1.5 )
1
0.5
0
15. Sediment on plants or debris
4
1
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high water table?
No A10J
Yes = 3
C_ Rioloav (Subtotal = IL }
18_ Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
1 elo
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22_ Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26_ Wetland plants in streambed
FACW = 0.75, OBL = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
[eight (ft)
ill width (ft)
fir» io�l
rl
Water depth (in)
Channel substrate Clay, Si ;` San `ravel obble, Bedrock
I
Velocity -fast, moderate, slow �0)N&
Clarity - clear, slightly turbid, turbid 'ova

*
*e
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 7 /15108 Project EBX Latitude:
Evaluator, Date Montieth site. 601 East Longitude:
Total Points:
Stream is of feast intermittent 33.5 County: Union other
ifz 19 o erenniat if z 30 e.g. Quad Name:
A. Geomor hoks (subtotal = 13.5
Absent
Weak
Moderate
Strong
1'. Continuous bed and bank
0
1
2
3
2. Sinuosity
0
1
2
3
3. In- channel structure: riffle-pool sequence
0
1
2
3
4. Soil texture or strearn substrate sorting
0
1
2
3
5. Activelre£icfloodplain
0
1
2
3
8. Depositional bars or benches
U
1
2
1 3
7. Braided channel
fl
1
2
3
8. Recent alluvial deposits
0
1
2
3
9 8 Natural levees
CO)
1
2
3
10. Headcuts
o
1
2
3
11. Grade controls
o
0.5
1
1.5
12. Natural valley or drainageway
0
1
1.5
13. Second or greater order channel on existing
USGS or NRGS map or other documented
evidence.
No
Yes = 3
roan -made aRenes are not rared; see discussions in manual
R Hvrlrnlnnv ffiuhtntal = 7.5 1
14. Groundwaterflow1discharge
0
1
2
3
15. Water in channel and ? 48 hrs since rain, or
Water in channel -- d or growing season
0
1
1
3
16. Leaflitter
0
1
0.5
0
17. Sediment on plants or debris
0
0.5
1
1.5
18. Organic debris lines or piles (Wrack lines)
0
0.5
1
1.5
19. Hydricsoft (redoximorph ic features) present?
No= 0
Yes=
C: Rintnnv (Sr ihtntal = 1? 5
1
20'. Fibrous roots in channel
3
2
1
0
2_16. Rooted plants in channel
3
2
1
0
22. Gmyfish
0
0.5
1
1.5
23. Bivalves
0
1
2
3
24. Fish
on
0.5
1
1.5
25. Amphibians
0
0.5
1
1,5
26. Macroberthos (note diversity and abundance)
❑
1 0.5
1
1.5
27. Filamentous algae; periphyton
0
1
2
3
28. Iron oxidizing bacterialfungus.
0
0.5
1
1.5
29'. Wetland plants in streambed
FAC = 0.5; FACW = 0.75; 013E = 5AV = 2.0; Other = 0
" Items 20 and 21 focus on Me presence of upland plants. Item 29 focuses on the presence of aquatic or weaand plants.
Sketch:
Notes: (use back side of this form for additional notes.)
* Stream has been straightened
** Farmer has added rock piles to stream creating riffles and pools and grade control
CnHected rtgbt- handed snails Observed green frag-tadpole&and adults; Adult salamander (escaped
before ID -ed)
Perennial origin at what appears to be an old headcut - farmer has added pile of rocks to streambed,
probably to stop erosion at headcut. No water above headcut; water below headcut

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date, 7/15/08 Project: EBX Latitude:
Evaluator. Kate Montieth Site: 601 East Longitude:
Total Points:
Stream is at least intermittent 19.5 County: Union Other
ifal9or erenniafri:?3D e.g. Quad Mame:
A. Geomorphology (Subtotal = 10.5
Absent
Weak
Moderate
Strong
1'. Continuous bed and bank
0
1
2
3
2. Sinuosity
0
1
2
3
3. In- channel structure: riffle -pool sequence
0
1
2
3
4. Soil texture or stream substrate sorting
0
1
2
3
6. Activelreiicfloodplain
0
1
2
3
S. Depositional bars or benches
0
1
2
3
7. Braided channel
0
1
2
3
8. Recent alluvial deposits
q
1
2
3
95 Natural levees
0
1
2
3
10. Headcuts
0
1
2
3
11. Grade controls
0
0.5
1
1.5
12, Natural valley or drainagevmy
0
1
1.5
13. Second of greater order channel on existing
USGS or NRCS map or other documented
evidence.
No
Yes = 3
mun -r uuuc uuures ore nca IULM see arscussims in man uat
R Hvrlrnlnnv (firrhfintal =. i 1
14. Groundvvaterflo4discharge
0
1
2
3
15. Water in channel and > 48 hrs since rain, ar
Water in channel -- d or ravrsn season
0
1
2
3
16. Leaflitter
0
1
0.5
0
17. Sediment on plants or debris
0
0.5
1
1.5
18. Organic debris lines or piles (Wrack lines)
0
0.5
1
1.5
19. Hydric soils (redoximorphic features) present?
No = 0
Yes =
C. Bioloov ( Subtotal = 3 1
20'. Fibrous roots in channel
3
2
1
0
21 °. Rooted plants in channel
3
2
1
0
22. Crayfish
0
0.5
1
1.5
23. Bivalves
0
1
2
3
24. Fish
0
0.5
t
1.5
25. Amphibians
0
0.5
1
1.5
28. Macrobenthos {note diversity and abundance)
0
0.5
1
1.5
27. Filamentous algae; periphyton
0
1
2
3
28. Iron oxidizing bacterialfungus.
_T97.
0
0.5
1
1.5
Wetland plants in streambed
FAC = 0.51 FACW = 0.75; OBL = 1.5 SAV = 20: Other--0
items.eu ana Zt ToCaS on me presence rn uprano plants, item ry rocuses on the presence of aquatic or weuana plants.
Notes: (use beck side of this form for additional notes.) sketch:
The stream is in the middle of a corn field. There is
no vegetation or biology -just a channel

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Appendix A
Categorical Exclusion Form for Ecosystem Enhancement
Program Projects
Version 1.4
Note: Only Appendix A should to be submitted (along with eoy supporting documentation)
as the environmental document.
Project Name: 601 East
County Name: Union County
EEP Number. RFP#1 6-004110 1 Project # 95756
Project Sponsor: NCEEP
Project Contact Name: Paul Wiesner
Project Contact Address: 5 Ravenscron Ur., #102, Asheville, NC 28801
Project Contact E-mail: [e-mail]
EEP Project Manager: Paul Wiesner
Project Descripticil

' • jects
Regulation/Question Response]
Coastal Zone Management Act (CZMA)
1. Is the project located in a CAMA county?
Yes
No
2. Does the project involve ground- disturbing activities within a CAMA
Yes
Area of Environmental Concern (AEC)?
No
N/A
3. Has a CAMA permit been secured?
Yes
No
N/A
4. Has NCDCM agreed that the project is consistent with the NC
Yes
Coastal Management Program?
No
N/A
Comprehensive Environmental Response, Compensation and Liability
Act
(CERCLAA
1. Is this a "full- delivery" project?
Yes
No
2. Has the zoning /land use of the subject property and adjacent
Yes
properties ever been designated as commercial or industrial?
No
N/A
3. As a result of a limited Phase I Site Assessment, are there known or
Yes
potential hazardous waste sites within or adjacent to the project area?
No
N/A
4. As a result of a Phase I Site Assessment, are there known or
Yes
potential hazardous waste sites within or adjacent to the project area?
No
N/A
5. As a result of a Phase II Site Assessment, are there known or
Yes
potential hazardous waste sites within the project area?
No
N/A
6. Is there an approved hazardous mitigation plan?
Yes
No
N/A
National Historic Preservation Act (Section 106)
1. Are there properties listed on, or eligible for listing on, the National
Yes
Register of Historic Places in the project area?
No
2. Does the project affect such properties and does the SHPO /THPO
Yes
concur?
No
N/A
3. If the effects are adverse, have they been resolved?
Yes
No
N/A
Uniform Relocation Assistance and Real Property Acquisition Policies Act
(Uniform
Act

1. Is this a "full- delivery" project?
Yes
American Indian Religious Freedom Act (AIRFA)
No
2. Does the project require the acquisition of real estate?
Yes
No
No
Yes
N/A
3. Was the property acquisition completed prior to the intent to use
Yes
federal funds?
No
Yes
N/A
4. Has the owner of the property been informed:
Yes
* prior to making an offer that the agency does not have condemnation
No
authority; and
N/A
* what the fair market value is believed to be?
The landowner was notified in writing on January 31, 2013.
Antiquities Act (AA)
Part 3: Ground-Disturbing
Regulation/Question Response
American Indian Religious Freedom Act (AIRFA)
1. Is the project located in a county claimed as "territory" by the Eastern
Yes
Band of Cherokee Indians?
No
2. Is the site of religious importance to American Indians?
Yes
No
N/A
3. Is the project listed on, or eligible for listing on, the National Register
Yes
of Historic Places?
No
N/A
4. Have the effects of the project on this site been considered?
Yes
No
N/A
Antiquities Act (AA)
1. Is the project located on Federal lands?
Yes
No
2. Will there be loss or destruction of historic or prehistoric ruins,
Yes
monuments or objects of antiquity?
No
N/A
3. Will a permit from the appropriate Federal agency be required?
Yes
No
N/A
4. Has a permit been obtained?
Yes
No
N/A
Archaeological Resources Protection Act (ARPA)
1. Is the project located on federal or Indian lands (reservation)?
Yes
No

2. Will there be a loss or destruction of archaeological resources?
Yes
Yes
No
No
N/A
3. Will a permit from the appropriate Federal agency be required?
Yes
No
No
N/A
N/A
4. Has a permit been obtained?
Yes
No
No
N/A
N/A
Endangered Species Act (ESA)
1. Are federal Threatened and Endangered species and /or Designated
Yes
Critical Habitat listed for the county?
No
2. Is Designated Critical Habitat or suitable habitat present for listed
Yes
species?
No
N/A
N/A
3. Are T &E species present or is the project being conducted in
Yes
Designated Critical Habitat?
No
N/A
4. Is the project "likely to adversely affect" the species and /or "likely to
Yes
adversely modify" Designated Critical Habitat?
No
N/A
5. Does the USFWS /NOAA- Fisheries concur in the effects
Yes
determination?
No
N/A
6. Has the USFWS /NOAA- Fisheries rendered a "jeopardy"
Yes
determination?
No
N/A
Executive Order 13007 (Indian Sacred Sites)
1. Is the project located on Federal lands that are within a county claimed
Yes
as "territory" by the EBCI?
No
2. Has the EBCI indicated that Indian sacred sites may be impacted by
Yes
the proposed project?
No
N/A
3. Have accommodations been made for access to and ceremonial use of
Yes
Indian sacred sites?
No
N/A
Farmland Protection Policy Act (FPPA)
1. Will real estate be acquired?
Yes
No
2. Has NRCS determined that the project contains prime, unique,
Yes
statewide or locally important farmland?
No
N/A
3. Has the completed Form AD -1006 been submitted to NRCS?
Yes
No

N/A
Fish and Wildlife Coordination Act (FWCA)
1. Will the project impound, divert, channel deepen, or otherwise
Yes
control /modify any water body?
No
2. Have the USFWS and the NCWRC been consulted?
Yes
No
N/A
Land and Water Conservation Fund Act (Section 6(fD
1. Will the project require the conversion of such property to a use other
Yes
than public, outdoor recreation?
No
2. Has the NPS approved of the conversion?
Yes
No
N/A
Magnuson- Stevens Fishery Conservation and Management Act (Essential Fish
Habitat
1. Is the project located in an estuarine system?
Yes
No
2. Is suitable habitat present for EFH- protected species?
Yes
No
N/A
3. Is sufficient design information available to make a determination of the
Yes
effect of the project on EFH?
No
N/A
4. Will the project adversely affect EFH?
Yes
No
N/A
5. Has consultation with NOAA- Fisheries occurred?
Yes
No
N/A
Migratory Bird Treaty Act (MBTA)
1. Does the USFWS have any recommendations with the project relative
Yes
to the MBTA?
No
2. Have the USFWS recommendations been incorporated?
Yes
No
N/A
Wilderness Act
1. Is the project in a Wilderness area?
Yes
No
2. Has a special use permit and /or easement been obtained from the
Yes
maintaining federal agency?
No
N/A

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4
PROGRAM
EEP Floodplain Requirements Checklist
This form was developed by the National Flood Insurance program, NC Floodplain
Mapping program and Ecosystem Enhancement Program to be filled for all EEP projects.
The form is intended to summarize the floodplain requirements during the design phase
of the projects. The form should be submitted to the Local Floodplain Administrator
with three copies submitted to NFIP (attn. State NFIP Engineer), NC Floodplain Mapping.
Unit (attn. State NFIP Coordinator) and NC Ecosystem Enhancement Program.
Project Location
Name of project:
601 East Stream Restoration
Name if stream or feature:
Tanyard Branch
- -
County:
Union County
Name of river basin:
Yadkin River Basin
Is project urban or rural?
Rural
Name of Jurisdictional
municipality /county:
Union County
DFIRM panel number for
entire site:
371053900J,3710546000
Consultant name:
Ward Consulting Engineers, P.C.
Phone number:
919- 870 -0526
Address:
4805 Green Road, Suite 100
Raleigh, NC 27616 -2848
FEMA_Floodplain_Checklist 4- 23- 12.doc Pagc I of 3

Design Information
Provide a general description of project (one paragraph). Include project limits on a
reference orthophotograph at a scale of 1" = 500 ".
Summarize stream reaches or wetland areas according to their restoration priority.
Reach
Length
Priority
Reach ]a & I cl
1150
P1
Reach 1 b & le
240
EI
Reach 2a & 2b
160
El
Reach 2c
724
P1
Reach 3a & 3b
a 1018
PI
Reach 4 480
P3
Floodplain Information
Is project located in a Special Flood Hazard Area (SFHA)?
,KYes C No
If project is located in a SFHA, check how it was determined:
r Redelimation
r Detailed Study
XLin ted Detail Study (Lanes Creek & Mill Creek South)
r Approximate Study
r Don't know
List flood zone designation:
Check if applies:
rv- AE Zone
r" Floodway
XNon- Encroachment (Lanes Creek)
r' None
F A Zone
Local Setbacks Required
No Local Setbacks Required
If local setbacks are required, list how many feet:
Does proposed channel boundary encroach outside floodway /non-
encroachm ent/setbacks?
rUWA_rloodpiain_C , hecklist 413- 12.doc Page 2 of

6' Yes C" No - - -
Land Acquisition (Check)
F tate owned (fee simple)
i" Conservation easment (Design Bid Build)
VConservation Easement (Full Delivery Project)
Note: if the project property is state - owned, then all requirements should be addressed to
the Department of Administration, State Construction Office (attn: Herbert Neily,
(919) 807 -4101)
Is community /county participating in the NFIP program?
G Yes r No
Note: if community is not participating, then all requirements should be addressed to
NFIP attn: State NFIP Engineer, 919 715 -8000
Name of Local Floodplain Administrator: Lee Jenson
Phone Number: 704 - 283 -3605
Floodplain Requirements
This section to be filled by designer /applicant following verification with the LFPA
F No Action
-vl<o Rise 6 L a n es 0 rek It )
F Letter of Map Revision
r Conditional Letter of Map Revision
F Other Requirements
List other requirements:
Comments:
Name: Signature: Y/', zuj� —
Title: Date: _ y - ,x^)1.3
FEMA_Floodplain_Checklist 423- 12.doc Page 3 of 3

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FEMA 100 YEAR
F OODPLAIN
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00 YEAR % I P OPOSED U EXIS NG CHANNEL T TO `
D DPLAI LANES CREEK
C
ALIGNMENT c7
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LEGEND
5= EXISTING CONTOURS(NC FLOODMAPS — LIDAR)
545 PROPOSED CONTOURS
CROSS SECTIONS
— — — — — — EFFECTIVE FEMA CHANNEL
EFFECTIVE FEMA 100 YEAR FLOODPLAIN
\ 'r— CE PROPOSED CONSERVATION EASEMENT
NON ENCROACHMENT LOCATION
GRAPHIC SCALE
/ 104 0 50 100 200
IN FEET )
J 1 inch = 100 ft.
DATE: 10 -30 -2013
REVISIONS:
PROJECT NAME:
601 East
DWG NAME:
Flood Study
SCALE:
1, = 100'
SHEET NO.
1 OF 1
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5= EXISTING CONTOURS(NC FLOODMAPS — LIDAR)
545 PROPOSED CONTOURS
CROSS SECTIONS
— — — — — — EFFECTIVE FEMA CHANNEL
EFFECTIVE FEMA 100 YEAR FLOODPLAIN
\ 'r— CE PROPOSED CONSERVATION EASEMENT
NON ENCROACHMENT LOCATION
GRAPHIC SCALE
/ 104 0 50 100 200
IN FEET )
J 1 inch = 100 ft.
DATE: 10 -30 -2013
REVISIONS:
PROJECT NAME:
601 East
DWG NAME:
Flood Study
SCALE:
1, = 100'
SHEET NO.
1 OF 1

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Cross Section 9/B1
—*--2012 —a--2008
542
541.54 A
541
i 540.5
c 540
0
m 539.5
v
W 539
538.5
538
537.5
100 110 120 130 140 150 160 170 180 190 200 210 220 230 240
Distance (feet)
Cross Section 11/B2
X2012 f 2008
538.5
538
537.5
537
536.5
O
rp 536
IL 535.5
535
534.5
534
100 110 120 130 140 150 160 170 180 190 200
Distance (feet)
Cross Section 14/B3
X2012 -m-2008
537
536
535
534
c
O
> 533
d
W
532
531
530
100 110 120 130 140 150 160 170 180 190 200
Distance (feet)

Cross Section 17/64
t 2012 'ma
530
529
C 528
O 527
526
W
525
524
100 110 120 130 140 150 160 170 180 190 200
Distance (feet)
Cross Section 18/B5
—+-2012 20DB
523
522
521
c
O 520
519
518
517
100 110 120 130 140 150 160 170
Distance (feet)
Cross Section 19/B6
X2012 2008
522
521.5
521
520.5
520
C
0 519.5
d
519
W 518.5
518
517.5
517
100 110 120 130 140 150
Distance (feet)

Cross Section 22/67
--+-2012 t 2008
522
521
520
c
519
O
518
w
W
517
516
515
100 110 120 130 140 150
Distance (feet)
Cross Section 23/B8
X2012 2008
519
518
517
C 516
_O
515
W 514
513
512
100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260
Distance (feet)

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Tanyard Branch Reach 1
Union County, North Carolina
Variables
Existing Channel
Proposed
Reference Reach
Tanyard Branch
Tanyard Branch
UT Richardson
Reach 1
Reach 1
Creek
Stream type
G4B4 /C4b
B4 /C4b
B4 /C4b
Drainage Area
0.166
0.166
0.144
(S q. Mile)
Bankfull width
21
10
9.88
Wbk feet
(7 -60 )
(7.42 - 11.61)
Bankfull mean
0.5
0.72
0.79
depth (dbkf) feet
(0.2 -0.9)
(0.68 -0.97
Width/depth ratio
27
13.9
12.95
(Wbkf /dbk
(8 -47)
(8.14- 16.89)
Bankfull Cross
8.3
7.68
Sectional Area
(4 -14.5)
7 2
(6.02- 10.27)
(Abkf) (s ft)
Bankfull Mean
Velocity (Vbkf)
(2-5)
3'2
(2.71-3.83)
feet /second
Bankfull Discharge,
24
24
27
cfs Qbk cfs
Bankfull Maximum
1
1'2
1.39
depth dmax feet
0.7 -1.4
0.97 -1.82
Max dmax/dbkf
2.2
1.78
ratio
(1.5 -3.4)
1'67
(1.28 -2.16)
Low Bank Height
0.34
1'2
1.39
feet
2 -0.86
(0.97 -1.82
Ratio of Low bank
0.84
1.0
1.0
Height to max dbkf
(0.4 -2
(0.84 -1.18
Width of flood
60
28
26.43
prone area (Wfpa)
(8-101)
(22 -35)
(18.51- 33.59)
feet
Entrenchment ratio
2.4
2.8
2.4
(Wf a /Wbkf)
(1.1 -9.5)
(2.2-3.5)
(2.02 -3.24)
Meander length
96
61
59.67
(Lm) feet
(36 -240)
(43 -89)
(43 -88)
Ratio of meander
length to bankfull
4.6
6.1
6.04
width (Lm/Wbkf)
(1.7 -11.5)
(4.3 -8.9)
(4.35 -8.9)
Radius of Curvature
84
33
32.1
(Rc) feet
(14.5 -118)
(16 -53)
(16 -52)

Tanyard Branch Reach 1
Union County, North Carolina
Ratio of radius of
curvature to
4
3.3
3.25
bankfull width
(.7 -5.6)
(1.6 -5.3)
(1.62 -5.27)
Rc/Wbk
Belt width (Wblt)
19.6
18
17.33
feet
10 -35
13 -21
13 -20
Meander width ratio
0.94
1.8
1.76
Wblt /Wbk
0.5 -1.7
1.3 -2.1
1.32 -2.03)
Sinuosity (stream
length /valley
1.04
1.17
1.16
distance) k
Valley slope (ft /ft)
0.02
0.02
0.021
Average slope
0.0196
0.017
0.018
Sav = (Svalle / k)
Pool Slope (Spool)
0.005
0.0006
0.0011
ft /ft
(0 -.015)
0.0003 - 0.0024
Ratio of pool slope
0'26
0.06
to average slope
(0.01 -0.76)
.035
(0.02 -0.13)
(S ool /Sbkf)
Maximum pool
2.4
2'2
1.83
depth (d pool) feet
(1 -3.9)
(1.4 -2.2)
Ratio of pool depth
4.6
2.33
to average bankfull
(2 -7.8)
3 0
(1'78 -2.8)
depth d ool /dbk
Pool width (Wpool)
9.2
10
8.75
Feet
(7.1 -12.5 )
(7.46 -9.79
Ratio of pool width
0.44
0.89
to bankfull width
(0.24 -0.60)
1.0
(0.76 -0.99)
W ool /Wbkf)
Pool Cross
Sectional Area
(4.3 -8.1)
14'1
(5.88 - 12.10)
(sq ft)
Ratio of pool area to
0.8
1.01
bankfull area
(0.5 -0.97)
1.9
(0.77 -1.58)
A ool/Abkf
Pool to pool spacing
50
36.7
36.2
- feet
(15.5 -128)
(24 -58)
23.5 -57.4
Ratio of p -p spacing
2.4
3.6
3.67
to bankfull width
(0.74 -6.1)
(2.4 -5.8)
(2.38 -5.81)
(- /Wbkf)

Tanyard Branch Reach 2
Union County, North Carolina
Existing Channel
Existing Channel
Reference Reach to
Variables
Tanyard Branch
Tanyard Branch
Underwood Creek
Reach 2
Reach 2
Stream type
C4 /E4 /DA
C4
C4 /E4
Drainage Area
0.212
0.212
0.5
(S q. Mile)
Bankfull width
13
12
12.2
(Wbkf)
(7 -19)
(10.0 -14.3)
Bankfull mean
0.9
0.9
1.12
depth (dbk
(0.5 -1.33 )
(0.92 -1.34)
Width/depth ratio
20.4
13.3
11.3
Wbkf /dbkf)
(6.1 -39 )
(7.7 -15.6)
Bankfull Cross
12
10.7
13
Sectional Area
(6 -21)
(12.2 -13.4)
(Abkf)
Bankfull Mean
2.1
2.6
3.0
Velocity (Vbkf)
(1 -4)
(2.8 -3.2)
Bankfull
Discharge, cfs
27
27
40
Qbk
Bankfull
1.4
1.5
1.6
Maximum depth
(0.7 -1.9)
(1.2 -2.2)
(dmax
Max driff /dbkf
1.8
1.7
1.52
ratio
(1.3 -2.8)
(1.0 -1.9
Low Bank Height
1.5
1.5
1.5
(0.9 -1.7 )
(1.1 -1.7
Low bank Height
0.9
1.0
1.0
to max dbkf
.5 -1.1
(0.9 -1.2
Width of flood
107
91.5
77
tune area (W a )
(40 -214 )
(48 -135
(42 -110
Entrenchment ratio
6
7.6
6.5
Wf a /Wbk
2.2 -10
(3.6-10)
2.9 -8.6
Meander length
70
84
85.5
Lm
46 -97
61 -97
62 -99
Ratio of meander
length to bankfull
5.3
7.0
7.0
width (Lm/Wbkf)
(3.5 -7.4)
(5.1 -8.0)
(5.1 -8.1)
Radius of
75
47
31
Curvature (Re)
68 -77
38 -58
20 -65
Ratio of radius of
5.7
3.9
2.55
curvature to
(5.2 -5.9)
(3.2 -4.8)
(1.6 -5.3)
bankfull width
(Rc/Wbkf)

Tanyard Branch Reach 2
Union County, North Carolina
Belt width (Wblt)
32
40
40
12 -42
25 -65
(25 -65)
Meander width
2.4
3.3
3.3
ratio Wblt/Wbk
0.9 -3.2
2.1 -5.4
2.1 -5.4
Sinuosity (stream
length /valley
1.01
1.1
1.34
distance) k
Valley slope ft /ft)
0.0084
0.0084
0.0065
Average slope
Sav = (Svalley /k
0.0083
0.0069
0.0048
Pool Slope (Spool)
0.006
0.0009
0.0007
(0- 0.014)
(.0006 -.0009)
Ratio of pool slope
to average slope
0.65
0.125
0.146
(s ool/Sbk
0 -1.6
(0.125 - 0.188)
Maximum pool
2.8
2.5
2.47
depth (d pool)
1.9 -4.2
(1.7 -3.1)
Ratio of pool depth
to average bankfull
3.3
2.8
2.20
depth (d ool /dbkf)
(2.3 -5)
(1.5 -2.8)
Pool width
10
12
15.5
(Wpool)
(7.2- 12.4)
(11.8 -18.0)
Ratio of pool
0.8
1.0
width to bankf ill
(0.55 -0.94)
1.2
width
(1.0 -1.5)
W ool /Wbk
Pool Cross
8
20
21.4
Sectional Area
4.6 -11
20.6 -22.9
Ratio of pool area
0.68
1.8
1.6
to bankfull area
0.4 -0.9
1.54 -1.71
Pool to pool
56
49
48
spacing -
20 -512
38 -84
(29 -84
Ratio of p -p
4.3
4.1
3.9
spacing to bankfull
(1.4 -38)
(3.2 -6.9)
(2.3 -6.9)
width (- /Wbkf)

Tanyard Branch Reach 3
Union County, North Carolina
Existing Channel
Proposed Channel
Reference Reach to
Variables
Tanyard Branch
Tanyard Branch
Underwood Creek
Reach 3
Reach 3
Stream type
C4 -G4
C4
E4 /C4
Drainage Area
0.52
0.52
0.5
(S q. Mile)
Bankfull width
15.7
17
12.2
(Wbkf)
(6.5 -29)
(10.0 -14.3)
Bankfull mean
0.9
1.18
1.12
depth (dbk
0.5 -1.23
(0.92 -1.34)
Width/depth ratio
17.5
14.4
11.3
Wbkf /dbkf)
12.8 -31
(7.7 -15.6)
Bankfull Cross
14.5
21
13
Sectional Area
(10.5 -19.4)
(12.2 -13.4)
(Abkf)
Bankfull Mean
3.2
2.81
3.0
Velocity (Vbkf)
(2.1 -4.3)
(2.8 -3.2)
Bankfull
55
55
40
Discharge, cfs
(38 -42)
Qbk
Bankfull
1.7
2.0
1.6
Maximum depth
(1.28 -2.1)
(1.2 -2.2)
(dmax
Max driff /dbkf
1.89
1.69
1.52
ratio
(1.4 -2.3)
(1.0 -1.9
Low Bank Height
2.2
2.0
1.5
(1.3 -4 )
(1.1 -1.7
Low bank Height
2.4
1.0
1.0
to max dbkf
(1.4 -4.4)
(0.9 -1.2
Width of flood
200
200
77
tune area (W a )
(150 -260 )
(150 -300
(42 -110
Entrenchment ratio
12.7
11.8
6.5
Wf a /Wbk
9.6 -16.5
8.8 -17.6
2.9 -8.6
Meander length
57
119
85.5
Lm
32 -89
87 -134
62 -99
Ratio of meander
length to bankfull
3.6
7.0
7.0
width (Lm/Wbkf)
(2 -5.7)
(5.1 -8.1)
(5.1 -8.1)
Radius of
49.7
43
31
Curvature (Re)
22.5 -78
27 -63
20 -122
Ratio of radius of
3.2
2.5
2.55
curvature to
(1.4 -4.9)
(1.6 -3.7)
(1.6 -3.7)
bankfull width
(Rc/Wbkf)

Tanyard Branch Reach 3
Union County, North Carolina
Belt width (Wblt)
41
56
40
13 -58
35 -92
(25 -65)
Meander width
2.6
3.3
3.3
ratio Wblt/Wbk
1.3 -3.7
2.1 -5.4
2.1 -5.4
Sinuosity (stream
length /valley
1.05
1.2
1.20
distance) k
Valley slope ft /ft)
0.0067
0.0067
0.0065
Average slope
0.0064
0.0056
0.0048
Sav = (Svalley /k
Pool Slope (Spool)
0.0016
0.0007
0.0007
(0.0004 - 0.0026)
(.0006 -.0009)
Ratio of pool slope
0.25
0.125
0.146
to average slope
(0.063 -0.41)
(0.125 - 0.188)
(s ool /Sbk
Maximum pool
2.7
3.4
2.47
depth (d pool)
(1.8 -3.4 )
(1.7 -3.1
Ratio of pool depth
3
2.8
2.20
to average bankfull
(2 -3.8)
(1.5 -2.8)
depth (d ool /dbkf)
Pool width
16.8
17
15.5
(Wpool)
(11 -42)
(11.8 -18.0)
Ratio of pool
width to bankfull
1.1
1.0
1.2
width
(0.7 -2.7)
(1.0 -1.5)
W ool /Wbk
Pool Cross
16.6
32.3
21.4
Sectional Area
15.8 -17.6
20.6 -22.9
Ratio of pool area
1.14
1.53
1.6
to bankfull area
(1.1 -1.2)
(1.54 -1.71)
Pool to pool
48
66
48
spacing ( -)
(8 -125 )
(39 -117)
(29 -84)
Ratio of p -p
3.06
3.9
3.9
spacing to bankfull
(1.5 -7.9)
(2.3 -6.9)
(2.3 -6.9)
width - /Wbk

Tanyard Branch Reach 4
Union County, North Carolina
Variables
Relic Channel
Proposed
Reference Reach
Tanyard Branch
Tanyard Branch
UT Richardson
Reach 4
Reach 4
Creek
Stream type
G4
B4
B4 /C4b
Drainage Area
0.56
0.56
0.144
(S q. Mile)
Bankfull width
11.6
16
9.88
Wbk feet
(5.2 -20 )
(7.42 - 11.61)
Bankfull mean
0.9
0.98
0.79
depth (dbkf) feet
(0.76 -1.1)
(0.68 -0.97
Width/depth ratio
12.9
16.3
12.95
(Wbkf /dbk
(7 -18)
(8.14- 16.89)
Bankfull Cross
15
7'68
Sectional Area
(12.3 -16)
15.7
(6.02- 10.27)
(Abkf) (s ft)
Bankfull Mean
4
3'27
Velocity (Vbkf)
(3.6 -4.7)
3.6
(2.71 -3.83)
feet /second
Bankfull Discharge,
cfs (Qbkf) cfs
55
55
27
Bankfull Maximum
1.2
1'8
1.39
depth (dmax) feet
(0.8 -1.4)
(0.97 -1.82)
Max dmax/dbkf
1.2
1.84
1.78
ratio
(1.05 -1.33)
(1.28 -2.16
Low Bank Height
3.5
1.8
1.39
feet
(3.3 -4.2)
(0.97 -1.82
Ratio of Low bank
3.0
1.0
1.0
Height to max dbkf
(2.9 -3.3)
(0.84 -1.18
Width of flood
20
35
26.43
prone area (Wfpa)
(16 -25)
(30 -40)
(18.51- 33.59)
feet
Entrenchment ratio
2.2
(Wfpa /Wbkf)
(1.4-2.2)
(1.9 -2.5)
(2.02-3.24)
Meander length
56
97
59.67
Lm feet
30 -113
69 -142
43 -88
Ratio of meander
4.8
6.04
6.04
length to bankfull
(2.6 -5.6)
(4.35 -8.9)
(4.35 -8.9)
width (Lm/Wbkf)
Radius of Curvature
34.9
52
32.1
(Rc) feet
(18 -61)
(26 -84)
(16 -52)

Tanyard Branch Reach 4
Union County, North Carolina
Ratio of radius of
curvature to
3
3.25
3.25
bankfull width
(1.6 -5.3)
(1.62 -5.25)
(1.62 -5.27)
Rc/Wbk
Belt width (Wblt)
32
28
17.33
feet
12 -83
21 -32
13 -20
Meander width ratio
2.8
1.75
1.76
Wblt /Wbk
1.1 -7.2
1.31 -2.0
1.32 -2.03)
Sinuosity (stream
length /valley
1.04
1.13
1.16
distance) k
Valley slope (ft /ft)
0.0125
0.0125
0.021
Average slope
0.0144
0.0114
0.018
Sav = (Svalle / k)
Pool Slope (Spool)
--
0.0009
0.0011
ft /ft
0.0003 - 0.0024
Ratio of pool slope
0.06
to average slope
--
0.16
(0.02 -0.13)
(S ool /Sbkf)
Maximum pool
2.5
3'0
1.83
depth (d pool) feet
(2 -3.2)
(1.4 -2.2)
Ratio of pool depth
2.1
2.33
to average bankfull
(1.7 -2.7)
1 8
(1.78 -2.8)
depth d ool /dbk
Pool width (Wpool)
11
16
8.75
Feet
10 -16
7.46 -9.79
Ratio of pool width
0.95
0.89
to bankfull width
(0.9 -1.4)
1 0
(0.76 -0.99)
W ool /Wbkf)
Pool Cross
3)
Sectional Area
(14-33)
26'3
(5.88 - 12.10)
(sq ft)
Ratio of pool area to
1.3
1.01
bankfull area
(0.9 -2.2)
1.6
(0.77 -1.58)
A ool /Abkf
Pool to pool spacing
29
59
36.2
- feet
15 -55
(38 -93)
23.5 -57.4
Ratio of p -p spacing
2.5
3.68
3.67
to bankfull width
(1.3 -4.7)
(2.4 -5.8)
(2.38 -5.81)
(- /Wbkf)

4�
0
V
.
C� POO
N
MW
u

C�
N0
4�
0
\5

HEC RAS
River Station
Design Stream
CL Station
Stream
Feature
Comment
25 +59
07 +62
CP
25 +42
07 +79
ER
25 +31
07 +90
CP
25 +19
08 +02
HR
25 +00
08 +21
ER
24 +92
08 +29
CP
24 +76
08 +45
HR
24 +57
08 +64
ER
24 +46
08 +75
CP
24 +32
08 +89
HR
24 +15
09 +06
ER
24 +06
09 +15
CP
23 +95
09 +26
HR
23 +73
09 +48
ER
23 +61
09 +60
CP
23 +44
09 +77
HR
23 +29
09 +92
ER
23 +21
10 +00
CP
23 +11
10 +10
HR
22 +97
10 +24
ER
22 +89
10 +32
CP
22 +77
10 +44
HR
22 +56
10 +65
ER
22 +43
10 +78
CP
22 +31
10 +90
HR
21 +96
11 +25
ER
21 +83
11 +38
CP
21 +71
11 +50
HR
21 +49
11 +72
ER
21 +38
11 +83
CP
21 +25
11 +96
HR
21 +10
12 +11
ER
20 +99
12 +22
CP
20 +96
12 +25
HR
20 +71
12 +50
ER
20 +59
12 +62
CP
20 +46
12 +75
HR
20 +26
12 +95
ER
20 +17
13 +04
CP
20 +01
13 +20
HR
19 +68
13 +53
HR
U stream Culvert
19 +63
13 +58
ER
Farm Crossing Culvert
19 +11
14 +10
ER
19 +01
14 +20
CP
18 +91
14 +30
HR
18 +74
14 +47
ER
18 +66
14 +55
CP
18 +56
14 +65
HR
Begin Reach 2
18 +31
14 +90
ER
18 +21
15 +00
CP
18 +10
15 +11
HR
17 +84
15 +37
ER
Lansford Road
Culvert
17 +76
15 +45
CP
Lansford Road
Downstream
17 +64
15 +57
HR
Woods North of
Lansford Rd
17 +46
15 +75
ER
Upper Design Stream
Reach 1 and 2
HEC RAS
River Station
Design
Stream
Station n
Stream
Feature
Comment
17 +36
15 +85
CP
17 +24
15 +97
HR
17 +07
16 +14
ER
16 +98
16 +23
CP
16 +86
16 +35
HR
16 +67
16 +54
ER
16 +57
16 +64
CP
16 +45
16 +76
HR
16 +28
16 +93
ER
16 +18
17 +03
CP
16 +06
17 +15
HR
15 +89
17 +32
ER
15 +78
17 +43
CP
15 +68
17 +53
HR
15 +48
17 +73
ER
15 +39
17 +82
1 CP
15 +27
17 +94
HR
15 +11
18 +10
ER
15 +03
18 +18
CP
14 +93
18 +28
HR
14 +76
18 +45
ER
14 +66
18 +55
CP
14 +55
18 +66
HR
14 +39
18 +82
ER
14 +30
1 18 +91
CP
14 +18
19 +03
HR
14 +02
19 +19
ER
13 +93
19 +28
CP
13 +81
19 +40
HR
13 +68
19 +53
ER
13 +58
19 +63
CP
13 +51
19 +70
HR
13 +26
19 +95
ER
13 +18
20 +03
CP
13 +06
20 +15
HR
12 +91
20 +30
ER
12 +81
20 +40
CP
12 +71
20 +50
HR
12 +54
20 +67
ER
12 +45
20 +76
CP
12 +33
20 +88
HR
12 +13
21 +08
ER
12 +04
21 +17
CP
11 +96
21 +25
HR
11 +81
21 +40
ER
11 +71
21 +50
CP
11 +57
21 +64
HR
11 +21
22 +00
ER
Begin Reach 2
11 +06
22 +15
CP
10 +86
22 +35
HR
10 +51
22 +70
ER
10 +31
22 +90
CP
Lansford Road
Culvert
10 +06
23 +15
HR
Lansford Road
Downstream
09 +66
23 +55
ER
Woods North of
Lansford Rd
09 +48
23 +73
CP
HEC RAS
River
Station
Design
Stream CL
Station
Stream
Feature
Comment
09 +26
23 +95
HR
08 +88
24 +33
ER
08 +63
24 +58
CP
08 +32
24 +89
HR
08 +06
25 +15
ER
07 +81
25 +40
CP
07 +56
25 +65
HR
07 +29
25 +92
ER
07 +13
26 +08
CP
06 +93
26 +28
HR
06 +79
26 +42
ER
06 +70
26 +51
CP
06 +59
26 +62
HR
06 +46
26 +75
ER
06 +32
26 +89
CP
06 +16
27 +05
1 HR
06 +01
27 +20
ER
05 +85
27 +36
CP
05 +66
27 +55
HR
05 +46
27 +75
ER
05 +29
27 +92
CP
05 +09
28 +12
HR
04 +93
28 +28
ER
04 +82
28 +39
CP
04 +69
1 28 +52
HR
04 +56
28 +65
ER
04 +44
28 +77
CP
04 +29
28 +92
HR
04 +15
29 +06
ER
04 +04
29 +17
CP
03 +91
29 +30
HR
03 +77
29 +44
ER
03 +62
29 +59
CP
03 +43
29 +78
HR
03 +26
29 +95
ER
03 +14
30 +07
CP
03 +00
30 +21
1 HR
02 +86
30 +35
ER
02 +70
30 +51
CP
02 +51
30 +70
HR
02 +25
30 +96
ER
02 +08
31 +13
CP
01 +86
31 +35
HR
01 +76
31 +45
ER
02 +86
30 +35
ER
02 +70
30 +51
CP
02 +51
30 +70
HR
02 +25
30 +96
ER
02 +08
31 +13
CP
01 +86
31 +35
HR.
01 +76
31 +45
ER
01 +56
31 +65
Lansford Road
Culvert
01 +30
31 +91
Lansford Road
Downstream
00 +00
33 +21
Woods North of
Lansford Rd

HEC -RAS Plan: UpReachRev7 -14 River Tanyard Branch Reach: Uooar
Reads
River Ste
a Tow Min Ch El
W.B. Else
Shear Chen
Show Trial
Pourer Chan
Power' Total
Vol Left
Vol Chnl
Val Rigtlt
Fiaw Aran
Tap Width
(b* 1t)
(tbkq ft)
ObAt a)
(b ft e)
Ella
(fHo)
(ft)
(aq ft)
(ft)
Upper
2200 _551.00
4400, _ 551 00
30 00 551 00
57.00 551.00
56186
55217
55200
55231
552.52
0.75
0.75
2.59
2.59
3.45
6.37
10.86
Upper
Upper
Upper 72615
Upper
Upper -
28115
1.08
0.62
_ 4.69
2.48
0.41
4.35
0,41
10.94
22.82
11.97
2815
0.88
0.86
3.24
3.24
-
3.77
7.95
2815
2815
117
0.57
6.471
2.17
0.80
4.69
0.60
14.83
31,59
8I.DDj
551.00
1.35
1.63
0.59
0.89
7.00
10.08
2.10
2.05
042
1.28
5.20
6.17
0.82
136
22.67
85.72
44.47
85.44
195.00
551.00
553.18
Upper
2787
22.00
550.00
550.77
0.78
1 -0. 78
2.67
- 2.87
3.44
8.40
12.52
Upper
2787
44.00
550.00
551 -04
1.13
1.05
4.89
4.54
0.191
4.34
0.19
10.18
16.19
Upper
2787
30.00
550.00
550,00
55000-
55000
549.00
550.90
0.89
0.89
3.33
3.33
1 3.75
7.99
_
13.85
Upper
2787
57.00
551.14
1,38
1.12
6.77
5.39
0.43
4.81
0.43
- - 11.86
18.90
Upper
2787
81.00,
19500,
551.38
- 1151
1.02
8.10
4.98
0.74
5.38
0.74
1.34
18.88
42.10
25:02
46.38
Upper
2767
55208
1.99
1.06
13.45
4.92
1.28
8.74
549.76
0.�
D.83
2,87
--
2.97
3.58
418
384
451
511
Upper
2728
22;00
44.00
30.00
8.19
12.33
U
2728
5.00
49
560.07
1.03
0.82
4.33
3.41
0.24
0.24
1045
19.10
upper
2728
549.00
549.88
M93
0,93
3.58
3.58
7.82
13.71
Upper
Upper
2728 _
57.00
549.00
560.20
1.13
0.89
5.11
2.88
0,48
0.48'
13.74
27.25
2728
81.00
549.00
55038
1.37
0.70
6.98
2.87
0.73
0.73
19.64
3814
Upper
2728
195.00
549.00
551.05
1.62
0.74
9.82
2.43
1.20
6.08
1.241
59.17
77.73
Upper 12887
22.00
648.00
548.78
0.70
0.70
2.28
2.28
3.26
6.75
13.34
Upper 2687
44.00
548=1
549.02
1.09
1.02
4.61
4.321
0.13
4.24
0.13
10.39
17.10
Upper 2687
30.00
548.00
548.89
0.81
0.81
2.90
2.901
3.58
8.38
14.74
Upper 2687
57.00
548.00
549.12
1.34
1.03
8.43
4.85
0.38
4.80
0.38
1215
21.30
Uppal 2687
81100
548.00
549.33
1.42
0.85
7.34
3.85
0.70
5.17
0.70
17.88
31.33
Upper
2687
195.00
648,00
560.03
1.72
0.85
10.71
3.24
1.23
6.23
1.25
50.78
82.96
Upper
2848
2200
547.00
547,74
0.90
0.90
3.29
3.29
187
5.991
12.16
Upper
2848
44.00
547.00
548.08
1.00
0.88
4,10
3.58
0.28
d.12
026
10.77
17.21
Upper 2648
Upper 2648
Upper 2648
Upper 2648
Upper 2809
Upper .2609
-
30.00
547.00
647.87
0.98
0196
3.74
3.74
050
0.73
4 26
461
6.05
7
0 50 14 16
0 73 20.54
1.22 49.52
- -
13.82
22.04
29.04
57.00
547.00
548.2 5
0.99
0.72
4.23 2.91
4.93 2.64
9.48 3.13
2.09 2.09
4.36 2.73E
2.80 229
6 52` 3.61
9 37i 4 -27
1410 3.45
81.00
547.00
548.50
1.07'
047
195.00
547.00
549.23'
1.56
0 63
0.99
-
075
1.28
0.79
0.83
0.67
062
080
1.13
52.88
22.00
546.00
546.96
547.29
547.10
54738
1311
814
9.78
44.00
30.00
67.00
546.00
546.00
546.00
0.52
026
0.70
4,42
0.52
10.78
18,29
Upper 2609
3.721
0.26
8.17
12.30
Upper 2609
Upper 12609
Upper 2609
5.11
0.70
1283
18,65
81.00
548.00
547.61
159
197,
091
0.87
0.95
5.88
0,95
17.21
23.44
195.00
548.00
548.51
1.43
7.14
1,30
49.35
51.66

HEC -RAS Plan: UpReachReV7 -14 River: Tanverd Branch Reach: Uooer (Continuedl
Reach
RKw Sir
0 Total
Min Ch 8
W.S. Eiev
Sheer Chan
Shear Total
Power Chan
Plower TaW
VW Left
Val Chnl
Voi Right
Flow Area
Tap Width
ON
(ft}
(ft)
(lb/aq ft)
6 (lbreq ft)
(lb/ft s) -
5.62
7.58
_ (ront a)
(ftla}
(ft)
ft/s)
(aq ft)
(ft)
Upper 2581
Upper 2581
-
Upper 2561
Upper 2581
Upper 2561
Upper 2561
Upper 2543
Upper_ 2543
U 2543
22.00
544.80
545.75
1.25
125
5.62
4.48
4.91
8.01
44.00
- --
544.80
548.14
1.47
1.07
1.34
5.30
6.31
0.43
5.14
4.71
0.43
8.85
8.37
14.51
9.35
30.00
544.80
545.92
1.34
8.31
791
8.97
1432
1.34
2.03
1.58
57.00
544.80
546.33
1.48
- 0.85
198
029'
5.33
0.89.
12.25
2077
81.00
544.80
544.80
544.13
544.13
546.81
1.57
0.79
3.34
0.94
5.71
0.94
19.18
29.69
195.00
547.39
2.04
0.95
0.43
0.36
3.51
1.57
7.02
1.41
52.89
55.49
22.00
645.39
0.47
1.22
0.14
285
0.14
7.74
11.08
44.00
545.85
0.59
1.06
0.54
3.45
_
0.53
14.97
20.09
30.00
544.13
545.68
0,51
0.37
1.08
0.35
3.08
0.34
10.24
14.83
Upper
Upper
Upper
2543
57.00
544.13
548.08
015
0.37
2.43'
3.14
- 7.20
1.06
0.061
3.73
0.58
19.53
24.48
2543
81.00
544.13
548.36
0.78
0.39
1.10
0.85
4.15
0.84
28.29
32.81
2543
195.00
544.13
547.19
1.28
0.59
1.79
115
5.71
1.06
64.51
54.98
Upper - .2533
22.00
54108
W.421
0.10
0.09
0.15
0.13
0.07
1.46
0.07
15.17
13.05
Upper
2533
-
44.00
543.08
545.89
020
0.11
0.42
021
0.281
2.12
0.28
23.781
23.59
Upper
2533
30.00
543.08
545.62
014
0.10
0.24
0.16
0.16
1.73
0,18
18,16
- 17.44
Upper
2533
57.00
543.08
546.10
0.25
0.13
0.80
0.28
0.37
242
0.34
29,17
28.39
Upper
12533
81.00
543.08
548.41
0.34
0.17
0.97
0.34
0.51
2.88
0.44
39.02
35.77
Upper
125M
195.00
543.08
547.73
0.74
0.34
3.33
0.87
1,00
4.60
0.80
76.68
56.38
Upper •2521
Uppol 2521
Upper 2521
Upper 2521
U 2521
U 2521
1.24
1.49
1,34
1.54
1.815
1,24
1.16
1.34
0.98
0.91
5.52
7.72
630
8.33
9.88
5.52
5.84
6.30
477
4.19
0.42
0.89
0.98
4.46
4.94
&04
22.W
544.12
545.07
44.00
544.12
544.12
544.12
544.12
545.45
5.17
- 4.71
5.42
5.84
0.42
019
8.72
6.37
11.85
13.37
9.35
18.02
30.00
5700
81 00
19500
54514
545.64
54592
546.79
0.96
17.59
24.94
544.12
1.94
0.82
13.39
2.94
1,50
6.89
1.23
54.48
6097,
Upper
2502
22.00
543.37
544.64
0.45
0.38
1.27
1,071
0.15
- -2.80
0.15
7.91
1193
Upper
Upper
2502
44.00
543.37
545.10
0.55
0.31
1.85
0.84
0158
3.35
0.55
0.35
16.42
1077
2367
17.38,
2502
30.00
543.37
544.83
0.49
0.31
1.48
0.88
0.35
3.03
�Upper
2502
57.00
543.37
545.29
0.82
-
0.35
2.27
0.95
0.71
3.64
0.88
21.14
26.67
Upper
Upper
Upper
Upper
2502
81.00
195.00
'543.37
54137
542.31
542.31
545.54
0.80
0.45
3.38
1.28
0.92
4.22
0.86
28.131
30.58
2502
546.29
1.51
0.77
9.32
2.65
1.48
6.18
132
58.48
40.79
2490
2200
544.67
0.10
0.07'
0.14
010
mel
1.44
0.08
1&158
16.93
2490
44.00
546.14
0.18
0.07
0.37,
0,11
0.29
2.03
0.27
29.54
41.46
Upper
2490
30.00
542.31
544.87'
0.13
0.08
0.23
0.10
0.16
1.70
0.18
19.99_
- 27.72
Upper -
2490
57,00
54231
545.33
0.22
0.09
0.50
0.13
0.39
2.28
0.34
38.41
50.34
_Upper
2490 _
81.00
542.31
545:59
0.29
0.12
0.78
0.18
0.52
2.88
0.46
53.15
62.37,
Upper `2490
195.00
542.31
546.48
0.44
0.201
1.55
0.31
0.77
3.481
0.82
124.701.90

HEC -RAS Plan UpReachRev7 -14 River: Tanyard Branch Reach: Upper (Continued)
Reach
River Sts
11 a Total
Mln Ch Ef
W.S. Elev
Shaw Chan
Show Total
Poww Chan
Powsr Total
Vol Leh
Vol Chrd
Vol Rkft
Flow Aces
Top Wkith
(cfa)
(1t)
(ft)
(btsq ft)
n)
(WIt e)
(W ft 6)
(ftJa)
ftfa
(eq ft)
(�)
Upper 2476
22.00
543,36
544.31
- 1.25
1.25
5.57
5.57
4.47
4.92
8.02
Upper 2476
44.00
543.38
-
544.71
1.43
0.90
7,23
4.31
0.44
8.06
0.44
9.18
17.13
Upper 2476
30.00
543.36
544.48
1.34
1.34
6.31
6.31
4,71
6.37
9.35
U 2476
57.00
543.36
544.91
1.40
0.68
723
2.88
0.68
5.18
0.68
13.50
26.57
Upper 2476
81.00
543.36
545.17
1.46
0.74
8.03
281'
0.99
5.50
1.05
21.43
32.81
Upper 2476
195.00
543.36
545.86
218
1.29
15.71
5.33
1.89
7.21
1.95
47.09
40.51
Upper
2456
22.00
542,65
543.91
0.47
0.35
1,33
0.97
0.14
2.85
0.14
7.84
13.86
Upper
2456
44.00
542.66
544.37
0.54
0.31
1.77
0.78
0.63
3.30
0.84
17.71
25.32
Upper
12458
30,00
542.65
544.11
0,48
0.27
1.46
011
0,40
3.01
0.41
11.61
21.54
Upper
-
2456
-
57.00
542.65
644.54
0.62
0.36
2,25
0.93
0.751
3.82
0.77
22.23
27.79
Upper
2458
81.00
542.85
544.79
0.76
_ 0.45
3.18
1.21
0.93
4.13
0.96
29.85
31.51
Upper
2456
195,00
54215
5#5.63
1.28
0.88
7.41
2.03
1.42
5.74
1.21
63.72
51.23
Upper
2448
23.00
541.60
543.95
0.10
0.06
- 0.15
0:00
0.07
1,45
0.07
15.55
18.94
2eff
2448
44.00
541.80
544.41
0.19
0.10
0.39
0.17
0.34
2,07
0.34
27.08
28.87
Upper
2448
30.00
541.60
544.15
0.13
0.07
0.23
0.11
0.20
1.70
0.20
20.14
25.06
Upper
Upper
PPS
Upper
Upper
Upper
Upper
Upper
Upper 12434
2448
57.00
541.60
544.58
0.24 0.13 0.58
0.34 0.19 098
0.T# 0,34 3.31E
125 1 25 560
125 0.61 5.99
134 1.34 632
132 069 6.67
1.54 0.84 664,
251 1.38 19.29
0.23
0.441
2.38
0.43
32.23
31.09
2448
81.00
541.60
544.84
0.37
0.58
2.88
0.58
4018
34.72
195.
541.80
545.68
0.85
1.02
4.48
0.83
79.16
58.78
2434 -
2100
542.64
543.59
5.60
4.48
4.92
8.02
2434
44.00
542.64
544.03
_ 2.55
0.51
4,78
0.51
10.58
24.49
12434
30.00
542.64
543.76
6.32
1
4.71
6.38
9.35
2434
57.00
542.64
544.19
267
0.81
5105
0.62
14.70
27.21
2434
81.00
542.64
544.401
3.24
1.11
5.61
1.13
20.98
30.87
185.00
542.64
545.08
6.03
1.84
7.68
_
1.82
44,80
43.31
Upper 2417
Upper 2417
Upper 2417
Upper 2417
Upper 2417
Upper 2417
22.00
542.01
54326
0.48
0.64
0.43
0.39
1.37
2.30
1.23
1.18
0.13
0.531
287
3.58
0.13
0.54
7.70
14.38
11;12
20,25
44.00
3000
57.00
54201 54369
54241 543.46
542.01 543.79
0,52
0.37
1.80
1.07
0.34
3,101
0.35
1025
15.28
0.87
1.88
0.50
0.96
3.65
9.72
1,73
4.53
0.68
0.96
4,22
5.88
0.69
0,97
16.53
17.10
2244
22.96
-81.00
542.01 543.81
185.00
542.01' 544.68
540 95 543,31
540.95 543.74
540.95 543,50
540.95 543.88
2.14
1.03
15,46
4.32
1.36
7.23
1.54
46.52
45.45
22 00
44.00
- 30.00
57.00
Upper
2409
0.10
0.09
0.15
0.12
0.07
1.44
0.07
15.34
13.24'
Upper
Upper
Upper
Upper
Upper
2409
2409
021
0.12
0.44
0.23'
0.27
2.15
0.28
23.14
22.51
0.14
0.09
0.23
0.15
0.18
1,72
0.18
18.351
17.41
2409
0.29
0.51
0.16
0.27
0.75
1.75
0.38
0.77
0.36
0.51
2.59
3.45
0.36
0.52
25.99
28.82
25.06
27.35
2409
2409
81.00 540 95
195 00 540 95
543.97
544.17
2.26
1.08
16.71
8.02
_
0.96
7.41
1.21
.35.001
34.50

HEM: -RAS Plan: UoReaahRev7 -14 River Tanvard Branch Reach Uooar (Cantimmd)
Reach I Rhrar Slit
Upper 12398
Upper 2396
Upper 2396
Upper 2396
Upper 2396
0 Total Min Ch El W S Elev
(ots) (ft)- �n�-
22.00 542.00 542.95
44 00 542.00'. 543.42
30.00 542.00 543.12
57.00 54200 543.81
81.00 542.00 543.80
Shaw Chan.
Shaw TOW
Power Chan
Power TOM
Val Left
Val Chris
Val Right
Flow Area
Top Width
t ft)
obfsgM
(uo*I
tlo/Ray tiva
5.61
139 0.48
633
080 063
0,741 0.87
we)
4.48
itva)
( rt}
4.91
8.01
1.25
1.25
5,61
1.12
- 0.40
5.11
6,33
4.39
4.55
0.48
12.52
39.15
1,34
1.34
472
6.36
9.35
0.99
0.321
4.42
0.63
22.67
65.12
1.03
0.34
- -- 4.78
4.82
0.76
36.95
89.83
Upper 2396
195.00
542.00
544.20
1.46
0.60
8.35
1.43
1.55
5.73
1.12
81.78
120.42
Upper 2374
Upper 2374
Upper 2374
Upper 2374
Upper 2374
Upper 2374
Upper 2361
Upper 2361
Upper 2361
Upper 2361
Upper 2361
Upper - 2381
22.00
541.16
542.44
0.44
0.27
1.22
0.73
0.16 2.77
0.16
0.46
0.35
0.49
8.19
28.31
13.60
44.12
17.06
63.28
35.E
79.40
44.00
541.16
542.94
-- 0.40
0.14
1.13
0.72
046 2.85
30.00'
541.16
541.16
542.64
0.44
_ 0,17
1.28
0.35
0.35 2.89
57.00
81.00
543.16
0.34
0.13
0.94
0.17
0.55 2.73
0,65 2.82
541.16
54116
54010
54010
54010
54010
543.47
0.30
0.12
0,78',
0.14
0.51
71.95
99.89
195,00
544.15
0.37
Q,17
1.14
0.22
0.97
3.08
0.67
155.28
137.75
22.00;
542.46
0.10
0.08
0. 14'i
0.08
0,08
1.44
0.06
15.81
20.28
44.00
542.94
0.17
0.06
0.33
- 0,07
0.28
1.98
0.28
34.96
59.94
30,00
542,86
0.13
0.05
0.22
0,07
0.16
1.88
0.16
21.48
36.78
57.00
543,15
0.19
0.20
0.06
0.07
039
0,46
0.07
0.07
- 0.35
0.48
2.10
2.25
0.25
0,30
48.09
76.04
78.93
101.88
81.00
540.10
54345
54412
542.101
542.481
195.00
540.10
022
0.12
0,94
0.15
0.82
2.94
0.52
182.44
151.38
54115
541,151
Upper
2346
22.00
1.24
124
5.52
5.52
1
4.45
4.94
8.04
Upper
2346
44.00
1.48
1.00
7.45
4.90
0.431
5.11
0.43
8.97
15.49
Upper
2348
30.00
541.15
54227
1.34
1.34
6,31
8.31
4.71
_
6.37
- 9.35
Upper
2348
57.00
541.15
542.69
1.44
0.78
7.60
3.47
0.69
5.26
0.69
12.75
23.04
Upper
2348
81.00
541.15
542.98
1.54
- 0.73
8.65
2.91
0.93
5.64
0.93
20.25
33.29
Upper
2346
195.04
541.15
543.74
1.46
0.47
8.70
1.14
1.21
5195
1.11
80.55
123.34
Upper
2331
22.00
540.58
541,81
0.48
0.39
1.36
1.12
0.13
288
0.13
7.70
1245
U
2331
44.00
540.56
5422$
0.51
0.19
1.66
0 42
0 73 t
034
0.31
D 39 3.23 0.53
033 308 - 034
C 48 3, 31 060
C 53 346 069
C 89 3.55 094
0.07 1.46 007
0.32 2.051 029
0 1 1.72 016
0.411 2.32 0.371
0.55 277 049
0,82 4.16 D, 96
20.82
45.42
Upper
2331
30.00
540.56
542.00
0.51
0.27
1.58
11.08
2233
U -_
2331
57.00
540.58
542.48
0.51
0.19
1.70
31.27
61.73
Upper
2331
81.00
54MW
542.76
_ 0.53
0.20
1.84
50.98
83,92
Upper
2331
195,00
540.58
543.54
0.49
0.21
1.78
0.30
141.74
136.01
54185
54232
542 04
_
Upper
Upper
Upper
Upper •
Upper
U
232.2
22.00
539.51
0.10
0.19
0.14
0.07
0.15
0.10
15.30
18.91
2322
44.00
539.51
0.08
0.38
012
28.90
38.06
2322
30. 00
639.51
0.Q6
0.10
0,24
0.53
0,10
0.18
19.86
28.55
2322
57.00
539.51
542.50 0.23
54275} - 0.32
543 40 0 65
3B.55
44.54
2322
81.D0
195 D0
539.51
- 53951
0.14
0488
0.23
48,62
05.26
53.19
2322
0.231
268
-- 0.43
110,08
- - -..._

HEC -RAS Plem UpReschRev7 -14 River: Tenyard Branch Reach Upper (Continued)
Reach
River Sts
C Toted
Min Ch El
W 5 Elev
Shear Chun
Sheer Total
(Ib/sq ft)
126
0.86
T Power Chen
Obrr1 s)
563
; 171
6311
6 BL
7.43
10 70
1.39
Poww ToW
L Vsl Left
Val Chni
_
(cft)
(ft)
A
( o ft)
(ftm0)
(ft)
(ft19)
Upper 2311
Upper 2311
Uppoi 2311
Upper 2311
Upper 2311 _
Upper 2311
Upper 2298
Upper 2258
Upper 2298
Upper 2298
Upper 2298
Uppef__ 2298
,Upper 2289
Upper 2289
Upper 22M
Upper 2288
Upper 2289
Upper 2289
22.00
54055
541.50
1.28
5.83
4,11
4.48
44.00
540 55'
540 55
540.55
54190.
54167
542.11
1.42
1.34
0,43
5.05
30,00
114
0.62
0.57
8,31
19.38
4.71
57.00
1.35
2.50
1,93
0.43
5.10
81.00 540.55
195.00 540.55
542.37
1.39
0.88
5,38
543.07
1.89
0.89
1.91
1.18
6.35
22.00 540 00
4400 540 00
30.00 540 CO
57.001 540.00
23.79
0.35
33.37
43.11
0,48
541.25
0,48
0,43
1.24
0.13
2.88
541.70
0. 0
0.34
2.10
0.97
0.53
3.48
541.44
0.52
0.35
1.52
1.02
0.34
3.11
541.881
0.72
0.381 2.80
0.30 511
0.66, 10 62
f
0.08 015
0.09 0.41
0.07 0 24
0 -10 061
0.14 107
1.13
0.88
188
$1.001 540.00
542.03
1,00
0.96
0,34
4.81
195.00 540.00
542.63
1.87
1.87
1.25
8.37
0.57
22.28
34.27
0.67
33.01
22.00
538.95 541.29 0.10
538.95 54175 0.19
538951 541 481 0.14
53895 541 911 0.25
5W.95 542.13 0.38
53$.95 542.53 1.121
0.11
0,07
1.46
44.00
0.14
0.27
2.10
30.00!
57,00
0.12
0.16
1.73
0.18
0.35
2,42
81.00
0.28
1.33
0.42
1.07
2.98
5.38
195.00
0.47
6.03
Upper
Upper
Upper
10013
5.80
2200
539.98
540.94
1,25 1.25
1 34 0.88
1.34 1.34
5,80
3.01
8.31
0.48
4._48
492
4 -71
493-
5201,
6 291
2278
44.00
539,98
541.36
6.57
2278
30.00
539.99
541.11
8.31
6.18
6.77
Upper
2278
57.00
539.99
541.58
1.25 0.51
1.81
017
Upper
227$
61.00
539.99
541.80
1 30 0.50
1_69 0.78
1,49
0.88
Upper
2278
195,00
539.99
542.38
1043
212
1.38
Upper
2257
2200
539.21
540,47
0.47
0.40
1.33
1.13
0.14
2 84 }t
Upper
2257
44.00
539.21
540.94
0.58
0.29
1.88
0.78
0.53
1
336'
Upper
2257
30.00
53921
54018
0.50
0.32
1.53
0,89
0.35
305
U
2257
57.00
539.21
641.13
0.83'
0.29
2.28
0.75
0.84
365
Upper _
2257
81.00
539.21
541.39
0.74
0.32
3.04
0.77
0.80
409
Upper
2257
195.00
539.21
542.0$
1.27
0.53
7.17
1.35
1.24
5.65
Upper
2245
2200
538.19
540.60
0.10
0.08
0.15
0.12
0.07
1.45
Upper
2246
44.00
538.15
540.97
0.19
0,09
0.40
0.18
0.27
2.10
Upper
2245
30.00
538.15
540,70
0,14
0.08
0.24
0.13
0118
112
Upper
2246
57.00
538.15
541.15
0.25
0.10
0.59
0.18
0.34
2.41
Upper
2245
81.00
538.15
541.41
0.34
0.12
0.97
022
0.44
2.88
Upper
2245
195.00
538,15
54207
073
0.28
3.191
0.52
0.81
4.40
Val Right
Flow Antra
Tap Width
(S)
(w ft)
( )
4,91
8,01
OA4
9.25
17.85
8.37
9.35
0.73
14.07
29.41
0.99
23,82'
45.10
1.44
70.31
87.91
0.13
7.67
11.27
0.54
15.40
23,09
0.35
10.32
1$.33
0.88
19.38
27.23
0.87
25.22
80,12
1.24
68.35
84.05
0.07
1521
14.98
0.27
28.81
35.62
0.16
19.00
23.79
0.35
33.37
43.11
0,48
44.15
5543
1.01
88.97
67.87
4.91
8,01
0.48
9.92
2258
8,38
9.35
0.87
15.98
37.52
0.88
27.17
55.37
1.52
89.81
84.28
0.14
7.79'
11.79
0.53
16.$5
28.07
0.35
10.89
17.77
0.57
22.28
34.27
0.67
33.01
47,42
1.13
76.11
80.84
0.07
1522
14.31
0.27
25.88
29.90
0.16
18.78
20.8
032
32.24
41.20
0.41
45.12
58.29
0.80
97.67
10013

HEC -RAS Plan: UpReachRev7 -14 River. Tanyard Branch Reach: Upper (Continued)
Reach
Rhw Ste
Q Total I Mln Ch El
(Cfs) (ft)
2200 539 19
4400 53919
30.00 539 19
57.00 539.19
81 00 539.19
195.00 539.19
2200, 538.19
44.00 538.19
30.00 538.19
57.00 538.19,
w S Elev
(ft)
540.14
Show Chan
Shear Totatl power Chan
(lblsq ft) (Iblft s1
1.25 560
0.88 7 18
1.34 6 31
0.67 7 19
0.64 8 11
0.86 1152
I Power Total
(Ib1ft s)
5.80
Val Loft
Val Chnl
Val RIgM
Flow Aran
Tap Wk M1
(bfsq ft)
(ft/e)
(ikla)
(ftfs)
-( ft)
(ft)
Upper
2231
1,25
4.48
4.92
8.02
Upper
7231
540,54. 142
540.31 1 34
540.74.
540.99. 1.47
541.71 1.77
4.22
0.44
5.05
0.44
9.22'
17.41
Upper
2231
8.31
- -l-
4.71
8.37
9.35
Upper
2231
2.82
0.88
5.17
0.68
13.80
27.11
U
2231
2.34
0.91
5.51
0.91
22.20
39.75
Upper
2231
1.90
1.30
6.51
1.24
69.63
92.68
Upper
Upper
2199
539.46
0.46
0.36
1.28
0.98
0.51
0.15
0.51
2.81 0.15
3.23 0.51
3.00 0 35
3,45 061
3.88 075
5,34' 117
1.45 o 07
2 00. 026
1.70 016
2.23 0.35
7.92
19.60
13.25
36.39
2199
539.93
0.51
0.23
1.65
Upper 2199
Upper 2199
Upper 2199
Upper 2199
Upper 2186
Upper 2186
Upper - "2186
Upper 2186
Upper 2186
Upper 2186
539,85
0.481 0.25 1 45'
0.581 0.24 1 93
0.971 262
114 0.52 610
0.10 0.06 0.19
0.181 0.06 0.35
0.13 0.06 0.23
0.21 008 0.47
028 011 0.73
0,57 025 2-23
125 1.25 5.60
136 0 -72 6.71
1. 1.34 6.31
34
1 28 0 -54 8.39
1 22' 0.48 6.19
1.96 096 13221
0,45 0 -23 1.27
0.39 0.14 - 1.10
- 0.88
0.52
0.35
11.50
22.99
540.11
54034
540.99
0.62
28.86
44.43
81.00
538.19
063
122
077
1.21
38.29
54_.18
195.00 538.19
22.00 537.13.
44.00 53713
30.00 53713
57.00 53713,
81.00 537.13
195.00 537.13
8211
81.75
539.48
539.95
_53968
54013
540,36
541.02
0 -09
008
0.08
0.07
0 26
016
0.35,
0.48
15.59
18.78
32.66
54.22
20.79
33.79
0,10
43.23
62.89
0.15
2.61
3.89
0.47
0.84
58.93
114.35
71.75
96.83
0.43
0.86
Upper 2171
Upper 2171
Upper 2171
Upper 2171
Upper 2171
Upper 2171
Upper 2151
Upper 2151
M 121
539.54
539.29
22.00 538.17
5.80
4.48
4.91
8.01
44.00' 538.17
3.25
0.45
4.95
0.45
9.74
21.29
30.00 _ 538.17
57 00 538.17
81.00 538.17
6.31
4.71
6.38
9.35
539.74
1.99
0.67
087
1 74
0.15
4.98
0.67
15.41
35.04
540.01
540158
538.69
53913
1.41
5.08
_0.88
27,76
53.38
196.00 538.17
3.09;
0.63
6.78
1.45
66,68
67.02
22.00' 537.42
2.81
0.15
8.18
20.76
44.00 537.42
30.00 537.42
- 57.00 537.42
0.19
0.25
0.48
0.34
281
2.82
0,50
0.34
31.85
1519
75.45
54.20
Upper
2151
538,90
0.42
0.13. 1.20
0.18 140.
0.26 2.18
0,211.- 1.25
Upper
2151
539.23
519.38
540.34
0.46
0.61
0.40
- 0.26
0.55
3.07,
0.63
39.90
79.09
Upper
2151
81.00
537.42
0.42
0.70
3.80
0.83
50.45
83.83
Upper
2151
195.00
637.42
0.28
015
3.17
1,03
149.35
119.59
538,73
0.10
0.04
0.14
Upper
2140
22.00
536.38
0.05
0.08
1.44
0.08
16.80
- 35.57
Upper
2140
44.00
536.38
539.14 0.15 0.04
53592 0.12' 0.03
539.24 0.19 0.08
539.36 0.27 0.10
540.34 021 0.10
0,27
004
0.27
1.82
0.27
49.32
103.63
Upper
2140
30.00
538.38
0.20
- 0.03
0.16
1,62
0.16
28.18
80.58
U
2140
57.00
536.36
0.39
0.08
0.35
2.07
0.35
5913
107.06
Upper
2140
81.00
536.38
0.68
0.10
0.48
2.51
0.48
73.71
111.35
Upper
2140
195.00
538.36
050
0.10
0,70
138
0.70
161818
144.95

HEC -RAS plan: UGReschRev7 -14 River Tanvard Branch Reach: UDw (Continued)
Reach
River Sts
C Total Min Ch El
(Cfs) {ft)
22 00 537.41
4400 537.41
3000 537.41
57.00 537.41
131.001
W.S. Else
Shear Chan
Shaer Tole)
Power Chin
Power Tatei
Vel Left
Val Chnl
Vel
' FIOWAM
Top V ift
1t)
(Ibls9 fly
ft)
(Ib1R e)
(IbM S)
- Oft)
(ft)
(file)
(eq ft)
(ft)
Upper
2128
538.36
1.25
1.255
, 5.62
5.62
4.48
4.91
8.01
Upper 2126
Upper 2126
Upper 212e�
Upper 2126
Upper 2128
Upper 2111
Upper .2111
Upper 2111
Upper 2111
Upper 2111
Upper 2111 _ _-
538.88
0.88
0.23
3.57
0.56
0.48
4.08
0.48,
18.24
72.23
538.53
1.35
1.35
6.35
8.35
4.72
6.35
9.34
539.03
0.80
0.23
3.18
0.41
0.50
197
0.80
31.49
101.01
539.18
0.83
0.30
3.43
0,51
0.80
0.81
4.13
2.47
0.80
0.80
47.51
191.92
106.41
147.64
195.00
537.41
540.32
538.07
0.24
0.48
0.13
0.34
0.60
1.38
0.14
0.97
22.00 536.82
44.00'1 536.82
30.00 536.82
0.13
2.88
0.13
7.75
14.51
538.57
0.43
0118
- 1.28
0.26
0.47
2.97
0.47
25.42
80.33
538.27
0.48
0.20
1.47
0.48
0.34
3.02
0.34
12.45
3277
57.00 536.82
538.81
0.36
0.13
- 1.02
0.17
0.51
2.81
0.51
_
43.91
82.78
81.00 536.82
53920
540.31
0.28
0.20
0.11
0.11
0.84
0.45
0.11
0.10
0.55
0.71
2.48
2.31
0.55
0.72
81.40
- 206.74
103.40
128.47'
_ 195.00 538.82
Upper -_ - -- 12102
Upper 2102
Upper 2102
U PW 2102
Upper 2102
Upper 2102
Upper .2091
Upper _2091
Upper _2091
22.00
53577
538.11
0,10 0.08
0.15 0 -04
0.13 0.05
0,15
0.08
0.07
1A6
0.16
15.47
20.77
44:00
536.77
53860
027
0.05
0.24
1.82
0158
38.62
74.39
30.00
535.77
536.31
0.22
0.25
0.06
0.04
0.16
0.28
1.68
1.80
_ 0.38
0.64
21.71
59.33
4260
100.50
57.00
8100
195.00
535.77 6313.83
535,77 - 539.21
535.77 540.31
536 81 53776,
53681 53814
536.81 537.93
536.81 ' 538.31
536.81 538.58
014 - 0.04
0.10 0.04
008. 0.04
1 25 1.25
1.53 1.36
0.16
0.03
0.32
1.81
013
103.87
125.98
0.11
0.03
0.42
1.47
0.87
262.32
161.39
22.00
5.80
5.B0
4.48
4.91
8.01
44.00
8.01
7.05
0.41
5.23
0.40
8.50
11.40
30.00
67.00
81.00
1.34
1.34
6.30
6.30
4.71
6.37
9.35
Upper
2091
1.84
1.30
9,14
6.93
Oleo
5.57
0.68
1047
13.35
Upper
2091
1.84
1:64
0.46
130
0.50
0.23
11.32
10.81
1.29
7.14
157
0.61
0.99
1.00
0.15
6,15
8.46
2.82
0.96
0.95
0.15
14.71
82.28
817
16.37
88.71
21.53
Upper
2091
195.00
536.81
539.74
Upper
2071
22.00
53614
537.40
Upper
2071
44.00
538.14
538.28
0.08
0.03
0.11
0.02
0.30
123
0.30
99.50
136.36
Upper
2071
30.00
63814
537.82
0.42
0.12
1.18
0.22'
0.33
2.79
0.33
16.77
59.51
Upper
2071
57.00
536.14
538.42
0.09
0.04
0.12
0.02
0.35
1,41
0.35
_
109.41
140.67
Upper
2071
81.00
538.14
538.59
0.11
0.05
0.18
0.03
043
1.63
0.43
132.91
145.59
Upper
2071
196.00
536.14
539.05
0.25
0.13
0.61
0.13
0.75
2.49
0.75
203.03
159.43
Upper
2059
22.00
535.09
537.43
0.10
0.05
0.15
0.07
0.07
1.48
0.07
15.89
24.41
Upper
2059
- 44,00
535.09
538.27
0.08
0.02
0.08
0.01
0.24
1.24
_
0.24
82.88
114.24
Upper
2059
30.00
536.09
537.63
0.13
0.04
0.22
0.05
0.16
1.68
0.16
23.40
53.28
Upper
2069
57.00
535.09
538.41
0.08
0.03
0.11
0.02
0.29
1.38
0.29
99.02
118.04
Upper
2059
81.00
535.09
536.57
0.11
0,051
0.19
0.03
0.38
1.68
0.38
118.03
122.31
Upper
2059
196.00
535.09
- - 539.00
0.29
0.14
0.81
0.16
0.75
2.78,
0.75
173.33
133.97

SEC-RAS Plan: UoRaachRavIFA A River Tom~d R-4, Po-F, i j, a, i r,­i­,.4%
Roach
Rim Sts
a TOW
Min Ch 8
W S Elev I Shear Chan-I
(ft) (ItVsq ft) __
537..08. 1.25
5M.25 013
537.34: 1 �02
5W.38, 0 is
SW.541 021
Shear Total
(IbIsq ft)
I Power Chan
(Ib/ft s) -
5,60
0,221
4.22
0,213
0,471
1.96
0.40
0.01
0.05
0.02
-
0.04
0.07
0,01
0.02
0.01
0.02
0.11
Power -Tout
Val -Left Vol Chni
FVei Right
Flow Area
Top
(cfe)
(ft)
(IbIft a)
580
0,04
3,88
(ftfs) (NO)
(mq ft)
(ft)
Upper
2D47
22.DO
-44.00
5x. 13
-536.13
4.48
4.91
8.01
VITP�
io �7�
0.38 1.71
0.32
Was
96.18
Upper
21347
WOO
5W.13
0 94�
0 07'
0.10i
0.26
0.06
0.01
0.02
0,01
0.02
0.08
0.02
0.00 4.15
0.06
7.24
10.91
Upper
2047
- 57.00,
538.13
0.05[
0.45 1.05
0.37
-
W55
-101.19
UPW
2047
81.001
536,13
0.091
0.38
0.07
0.00
0.01
0,00
0.01
0.58 2.22
�
1.071 3.06
0.24 1
022 0.69
0.25
0.2& 1.04
0.80
0.341 1.02
0.45
0.80
014
0.19
0.24
0.22
0.28
- 90.32
135.68
18.27
, 158.76
71.09
176.48
196.66
107721
124.59
63.30
124.97
104.33
126.75
132.91
Upper
2047
-
195.001
53813
538.931
054
2032
22.00
535.43
536.93
0.20
Upper ....2032
YEE
2032
44.00
30.00
535.43
535.43
538.26
537.49
0.02
0.05
YpFw
2032
57.00
535.43
53840
0.03
UPW
2032
81.00
535.43
538.55
0.04
Upper
2032
195.00
536.43
53898
0.13
0.06
0.661 1.89
--6.54
253.03
143.91
Upper
12017
'2017
P17
22.00
534.37
538-94
- mos
0.01
0.11 1.18
0.27
84.59
Upper
Upper
4COO
534.371
538.28
0.01
0.01
ODD
0,15 0.52
0.29
-1e8.94
126.83
30,00
57.00
81.00
534.37
534.37
537,49
5W.40
0.02
0.01
0.01
0,01
0.00
0.15 0.75
0.35
78.58
104.78
Upper
2017.
2017
O.W
0.18 0.61
0.35
0.46
6
184.76
-205.01
120.53
133.00
Upper
53427
534.37
53855
538.98
0.02
0.07
0.01
0.04
O,OD
0.03
013
Ocir
0 02
0
023 We
0.47 1.46
026 1.93
0,2 0.9i
026 1.37
Upper
2017
195.00
2200
4400
3000
0.85
281.77
144.33
Upper
2001
2001
2001
535.31
538.88
0.19
0,09
0.37
0.26
14.88
31.87
Upper
'GPPBr_
535.31
538.25
0.04-
0.02
0.04
.21
O1
11145
I07.35
535.31
535.31
537.47
538.39
0.08
0.05
0.03
0.02
011
0.05
0.26
0.25�
43. . 93
128,54
88.77
lIZ35
Upper
200I
57 00
OE2 1 A2
�pper
2001
81 0 0
19500
22.00
536.31
5W.53
0.08
0.04
0.11
002
0.13
3 1.42
1�0,
0.32
14&62
11774
YOF-W
2001
53531
534.72
530.91
0.25
0.12
0.67
0.
76 2.84
0.621
191.97,
013 0.04-0.22
0 02' 0.01
004 0.02,
003 0.021
0.05 0.03
0.17
0.18 1,83-
0.18j
18.72
'a 72
48.54
1968
536.81
0.06
Upper
1968
44.00
534.72
SM.25
-0.02
0.00
0.23 0,74,
0.2D
137.35
99.92
UjW_
low
30.00
534.72
537.46
0.041
0�01
-
0.24 1101
-
0.22
%13735
fjr a
65,25
,,2
82,53
Uppor
Im
- 57.00
534.72
538.38
0.03
0.01
0.28 0.87
-
024
If
151.16
102.64
Upper
Upper
1988
19m
81.00
195.00
534.72
534.72
5W.53
5W,88
0.06
0.38
0.01
0.10
0.37 1.13
0.77 220
0.31
0.03
106.34
2D5.01
105.56
112.65
112,65
_cUWWt
Upper
1983
Upper
Vu
U
Upper
ypper
1911
1911
1_91 -1
-
1911
1911
22,00
44.00
30,00
-
5700
81,OD
533,48
533.46
--534.89
533.4a
5M.46
533.46
534.M
535.15
R�33
535.57,
0.50
0.02
0.54
0.71
0.92
0.47
0.37
0.30
0.40
0.49
1,47
2.19
1.71
278
4,121
1,38
1.10
1.10
1.20
1.54
0.11 Z93
0.54 3.53
0.34 3.16
0.88 3.87
0.85 4.50
0.11
0.54
0.34
0.ee
0.85
7.52
14,76
10.00
18.90
25,48
10.80
20.99
15-09
25-02
30.34

HEC -RAS Plan: UoReachRev7 -14 River: Tanvard Branch Retch- 1lneer rl^entlnuwdl
Reach
Rhsr Ste
0 Total
Min Ch 8
W.S. Efev
_ Shear Chan
Shear Too
Power Cheri
Power ToW
Vol Left
Vol Chrd
Vol RWO
Flow Arse
Top Width -
(cls)
(ft)
(it)
(Woq k)
(L%q R)
(abm s)
(WR a)
ft
(ft)
ftna
( n)
(t)
Upper
1911
196.00
533.48
538.05
242
1.19
18.52
5.44
1.65
7.66
1.59
4271
42.50
Upper 1901
22.00
-
532.40
534.73
0.10
0.08
0,15
0.12
0.07
1.47
0.07
15.13
14_.21
Upper 1901
44,00
532.40
535.20
0.20
0.09
0.42
0.16
027
2.11
0.27
25.79
31.73
Upper
1901 _
30.00
532.40
534.94
0.14
0.08
024
0.13
o.181
1.74
0.16
18.62
21.57
Upper
1901
57.00
532.40
535.39
0.25
0,11
0.60
0,19
0.35
241
0.35
32.38
38.79
Upper
1901
81.00
632.40
535,64
0134
0.15
019
- 0.27
0.48
2.89
0.48
43,47
48.40
U per
1901 _
195.00
532.40
538,28
0,81
0.34 3.75
1 25 5,80
089 - 7.21
0.81
0.94
4.83
0,88
8287
72.09
Upper - - 1891
Upper 1891
Upper 11891 891
Upper 891
Upper
Upper 1891
22.00
533.44
534.39
1.25
5.60
4.48
4.92
8,02
44.00
533.44
534.79
1,43
4,25
8.31
0.44'
5.08
4.71
0.44
9.20
8.37
17.38
9.35
30.00
533.44
534.56
534.99
535.25
535.98
1.34
1.39
1.44
1.78
134 6.31
067 7.17
0.82 7,83
0.77 11.84
57.00
533.44
2.81
0,88
5.17
0.88
13,83
27.17
81.00
533.44
224
230
0,91
1.37
5.48
6.54
0.81
1,37
22.60
84.851
40.28
76.08
195.00 533.44
2200 532.86
4400 532.86
30 00 532.88
57.00 532.86
Upper
1874
534.10
0.50
0.41
1.44
1,18
0.11
2.92
0,11
7.59
12.35
Upper
1874
534.59
0.51
0.21
1.64
0.45
0.50
3.21
0.50
20.82
41.29
Upper
1874
534.30
0.52
0.28
1.60
0.70
0.34
3.10
0.34
11.16
24.04
Upper
1874
534.81
0.49
0.20
1.57
0.36
0.58
3.23
0.58
31.42
54,70
upper
1874
81.00
532.86
535.16
0.45
0,18
1.46
0.28
0.61
3.21
0.87
64.37
79,84
Upper
1874
195.00
532.86
538.05
0.44
022
1.47
0.32
0.97
3.38
0.89
137.16
102.88
Upper
1866
2200
531.60
534,14
0.10
0.09
0.15
0.12
0.07
1.46
0.16
15.22
13.56
Upper
1866
1866
44.00
531.80
534.61
0.19
010
0.40
0.18
0,15
027
0.16
2.08
1.72
- 0,83
0.37
24.60
18.39
28.31
18.85
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
30.00
57.00
81.00
195.00
531.80
531.80
531.80
531.80
534.34
534,82
535.13
535.98
0.14
0.23
0.30
0.48
0.09
0.12
0.10
0.20
0.241
0.54
0.81
1.72
553
772
630
8.23
9.49
11--
.E
1866
0.21
_
0.35
2,34
0.82
30,89
31.98
1866
0.19
0.34
2.71
1.08
44.27
58.24
1866
0,381
0.73
3.61
1.72
103.82
83.27
1851
1851
1851
1851
22.00
532.85
533.80
1.24
1.24
5.53
4.46
4.94
8.04
44.00
53285
534.18
1.49
1.14
5.76
0.42
5.17
0.42
- 8.74
13.58
30.00
532.85
533.97
1.34
1.34
6.30
4.71
8.37
8.35
57.00
532.85
53417
1.53
0.96
0.88
0.73
4.58
0.69
5.40
0.89
1177
17 94'
60 908i8
1
8 -31
17.76
18.60
1851 _ _
81.00
53285
53485
113
3,97
-Z35
0.98
5.81
0.98
25.97
1861
196.0D
532.86
535.53
1,78
_ 1.27
8.56
1,40
69.19
-
0.45
0.21
1.30
2.50
1.23
3.94
7.18
23.84
37.58
1831
22.00
531.81
533.06
0.57
0,19
2.88
0.20
1831
44.00
531.811
533.37
0,88
0.31
0.19
0.41
0.76
0.59
3.70
0.82
1831
30,00
531.81
533.27
0.43
0.41
0.41
2.89
0.43
14.22
33,03
1831
57.00
531,81
533.45
0.91
1.13
1.92
0.T3
0,97
4.34
5.36
0.77
1M
20.81
25.81
41.04
46.20
U
1831
81.00
531.811
533.58
1.34
0,81

HEC -RAS Plan: UoRexhRev7 -14 Riwgr: Tenvard Branch Rarnh: Under rCcnNnuadl
Reaoh
River ft
0 Tatty
Min Ch FJ
W.S. Elev
Shear Chan
Shear Total
Power Chan
(lb/ft s) ..
12.76
Power Total
Val Left
(fVa)
Vol ChM
Val
yft)
Flow Area
ft?
Top Width
cR1
cfs)
c
char y ft)
QbI*q e)
(tbitt s)
276
005
0 15
0.07
Upper 1831
Upper 1621
Upper 1821
Upper 1821
Upper 1621
Upper 1621
195.00
531.81
534.18
1.88
0.89
1.35
6.78
-
1.58
_
63.05
73.21
0.10
16.90
3281
22.00
530.76
533.10
010
0,04
014
0,10
032
0.21
0.42
0,591
1.45
2 -20
1.66
2.64
3.40
44.00
530.76
533.41
0.21
0.10
0.46
0.36
28.26
38.84
30.00
530.76
533,30
0.12
0.05
0.20
0.23
23.88
36.62
57.00
530.76
533.50
0.30
_ 014
0.79
0.25
0,47
31.76
40,52
81.00
530.76
533.62'
0.48
0.23
1.64
0.511
0,67
38.88
42.851
Upper
1821
196.00,
530.78
533.92
1.71
0.87
11.27
3.371
1,28
6.58
_
1.47
50.49
48.51
Upper
1811
2200'
531.80
532.76
1.79
1.79
7.98
7.98
4.45
4.94
8.04
Upper
Upper
Upper
Upper
.1811
1811
1811
44.00
531.80
533.21
1.46
0.53
514
128
0.79
3.94
0.83
18.33
8.27
55.83
9.27
30.00
531.80
532.91
2.28
2.28
10.80
10.80
4.79
4,24 1.05'
476 1.35
-
655 2.24
2.90 012
3 17' 053
303 035
3.42_ C 63
3.80 0 77
d - 91 1 13
-- -
1.40 0.09
57.00
531.80
533.31
1.83
0.88
6.91
1.60
0.99.
1.25
23.80
58.77
1811
81.00
531.80
533.43
1.97
0.89
9.38
2.29
31.48
82.91
Upper
1811
195.00
531.80
533.83
3.39
1.77
22.18
5.87
2.03
58.81
75.55
Upper 1784
Upper 1784
Upper 1784
Upper 1784
Upper 1784
Upper 1784
Upper i 1778
UPeer is 1776
Upper 11776
Upper 1776
Upper 1776
Upper . 1776
2200
530.60
531.84
0.49
0.36
1,42
1.03
0.12
7.67
13.89
44.00
530.60
53231
050
0.23
1.58
0.46
0,53
0.57
0,36
21.48
40.00
30.00
530.80
53204
0.49
022
T 1.50
12.22
29,71
57.00
530.601
53247
0.58
0226
1.91
0.51
0.68
28.36
48.28
81.00
530.80
532.70,
53333 .44
53189
532.34
532.09
0.85
0.30
2.49
0.61
0_.82
40.37
55.49
195.00
530.60
-
0.98
0.47
4.72
1.02
1.22
9038
8138
2200
529.50
0.09
OM
0.13
0 32
0 20
0.471
076
2 40
559
533
632
588
749
1228
134
1:85
1.55
0.08
0.09
16.58
33.90
24.49
48.72
44.00
529.501
0.16
0,07
4.09
0.32
1.94 0.29
1.63 0.18
30.00
529.50
0.12
0.05
0.08
0.19
23.05
38.01
57.00
529.50
532.50
0.21
_ 0.09
0.12
0.41
2.22
0.38
41.66
52.07
81.00
529.50
532 73
0.29
0.13
0.19
D.54
2.85
0.47
54.81
59.93
195.00
529.50
533.44
0601
1,25
1 16
1 34
1.25
0.47
1.34
0.53
0.51
0,91
4.00
0.86
105.291
83.49
Upper
1764
22.00
44.00
530.59
530 59
531.54
5,59
4.47
4.92
8.02
Upper
1784
532.00
1.75
0.49
4.81
0.49
11.69
32.12
Upper
1764
30.00 530.59
57.00 530.59
81.00, 530.59
195,00 530.59
53111
6.32
4.72
6.38
9.35
Upper
1784
532.16
1.21
1.80
0.791
4.85
0.71
16.89
38.86
Upper
1754
532.38
533.04
1.40
0.66
2.14
1.09
5.35
0.95
24.83
4267
Upper
1764
1.88
0.47
0.55
0.51
0.94
0.40
0.28
0.31
3.02
1.88
6.82
1 A6
80.79
63.17
Upper
1746
22.00
52992
531.18
1,14
0.14
2.85
0,14
7.78
11.85
Upper
1746
44.D0
6.2992
531.85
0.731
0.88
0,53
0.35
3.35
3.07
0.53
0.35
17.00
10.89
27.37
1828
Upper
1746
30.00I
57.00'
81.00
52992
52992
529.92
531.37
Upper
1746
531.85
0.59
0.29
209
0.70
0.83
3.55
0.63
23.37
34.19
Upper
1748
532.18
086
0.31
283
0,71
0.78
3.88
0.74
35.t8
44.13

HEC -RAS Plan: UoReachRev7 -14 River: Tenvard Branch Reach: Ucoer (Continued)
Raieh
River Sea
4 TOW
Mitt Ch El
W.S. Elav
Shen Chan Sheer Total
Power Chen
Power Total
Vel Left
Val Chnl
Vel Right Flow Area
Tap WkMh
(ado)
n)
(R)
ElbJeq it) {itwreq 1t)
f N�JR a)
tlhlft s)
Cl0!s}
(11►e}
{PUs) (54 ft)
(ft)
Upper
1746
195.00
529.92
533.01
531.211
531.68
531.41
531.88
0.95 0.44
0.10 0.08
0.20 0.10
0.14 0.08
0.24 0.11
469
1.01
1.18
4.98
1.07
85.10
72.55
Upper
1738
22.00
528.87
0.15
0.12
0.07
1.46
0.07
15.21
13.93
Upper
1738
44.00
528.87
0.41
0.17
0.27
2.11
0.27
25.25
28.87
Upper
11735
30.00
528.87
0.24
0.14
0.16
1.73
0,16
18.55
20.18
Upper
1738
57.00
528.87
0.58
0.91
0.20
0.27
038
0.49
239
2.82
0.36
0.46
31.75
43.45
_ 35.31
44.82
UP W
1736
81100
528,87
532.18 0.32
533.00 0.85
53086 1.25
53125 1.47
53103 1.34,
531.44 1.48
531.72. 1.57;
532.50 2.04
0,14
Upper
1738
195.00'
528.87
018
1.25
107
134,
0.85
0.79
274
0.80
0.91
4.21
0.81
91.84
72.05
Upper
1724
22.00
529,91
5.58
7.58
6.31
7.91
5.58
4.47
4.92
8,02
Upper
1724
44.01)
529.91
5.30
0.43
5.14
0.43
8.85
14.53
Upper
1724
30.00
529.91
8.31
4.71
8.37
9.35
Upper
1724
57.00'
529.91
3.97
0.89
6.33
049
12.25
20.80
Upper
1724
81.00
529.91
8.98
3.32
0.94'
5.70
0.94
19.20
29.76
Upper
1724
195.00
529.91
0.95
14.37
3.52
1.58
7.03
_
1.42
52.68
55.55
Upper
1707
22.00
629.28
530.52
0.49
0.43
1.44
1,23
0.12
2.91
0.12
7.59
11.71
Upper
1707
44.00
529.28
530.99 0.56
63072' 0.52
53119 0.59
53145 0.88
53224. 0.95,
0.28
1.87
0.86
0.84
0.52 3.35
0.34 3.11
0.52
17.79
31.83
Upper
1707
3000
529.28
0.30
1.63
0.34
0.22
10.68
24.79
19.96
40.03
Upper
1707
57.00
529.28
0.27
2.11
0.81 0.s2 3.55
0.88 01-6, 3.91
092 1 09. 4.94
Oil 0.07 1.48
014, 0.27 2.09
0.12 0118 1.72
Upper
1707
81.00
195.00
529.28
529.28
0.30
2.67
0.75
38.88
51.40
U
1707
0,43 4.71
1.10
91.04
84.98
008 015
0.09 0 40
008' 014
0.10 - 0.57
0.13 0.93
0.28 -- 2.64
Upper
Upper
Upper
Upper
Upper
1698
1698
1698
1698
22.00
528.22
530.56 010
531 03 C 19
530.761 014
531.22 0 24
531.47 033
0.07
15.25
1423
44.00
528,22
0.27
28.70
3413
30.00
528.22
0.18
18.98
22.96
57.00
528.22
0.17
0.35
2.37
0.35
34.04
43,06
1898
81.00
528.22
023
050
0.48
0.81
2.83
4.14
0.48
0.84
48.57
101A9
54.84
88.22
Upper
1898
195,00
528.22
532.24
0.84
Upper
1888
22.00
529.28
530.21
1.25
1.25
5.60_
5.60
4.28
0,44
4.48
5.06
0.44
4.91
9.19
8.01
17.22
Upper
1886
44.00
529.28
530.81
1.42
0,89
-7.21
Upper
1886
30.00
529.28
53038
1.34
1.34
6.31
6.31
4.71
6.37
9.35
Upper
1888
57.00
529.26
530,81
1.40
0se
7.23
2.88
0168
5.18
0.68
13.51
28.70
Upper
1888
81.00
529.28
531.08
1.42
0.85
7.71
2.33
0.93
5.43
0.94
72.50
38.21
Upper
1888
195.00
529.26
531.76
2,04
1.01
14.25
3.68
1.56
6.97
1.81
54.81
57.18
Upper
1887
22.00
528.58
529.84
047
0.35
125
0.99
0.14
2.85
0.14
7,81
13,77
Upper
1887
44.00
528.58
530.31
0.49
0.22
1.55
0.47
0.58
3.16
0.52
20.95
38.22
Upper
1887
30.00
528.58
530.03
0.49
0.23
1.47
0.59
0.38
3.02
0.35
11.88
28,40
Upper
1687
57.00
528.58
530.50
0.52
0.23
1.74
0.48
0.65
3.33'
0181
28.83
48.08
Upper
188T
81.00
528.58
530.75
0.61
0.271
124
0.63
0.78
3.89
0.74
41.88
68.59

HEC -RAS Plan, UpReach
Reach RNar Sta
Upper 1887
Upper 1857
1857
Upper 1867
Upper
1645
1845
1645
1645
1845
1645
1628
1628
1618
1618
1618
1618
1618
1618
1608
1606
1606
1606
1606
1606
1588
1589
1589
1569
1589
4 River
Tanyard Branch
Mon Ch El
Reach: Upper
1N &. Ew
-
(Continued)
- 0.38
4.55
091
I Val La1C
Val Chnl
I Vol
I T;W7
Shaer Chen
(Vaq ft)
1.04
0.10
Shear Tatty
(blaq ft)
0.50
0.06
Power Chan
{161ft gy
5,34
015,
0.35
Power Total
(11�1ft s
(cfa)
(ft) -
(n)
{ft/e)
- -1.22
007
_0 28
0.17
529.29
0,57
195.00
528.58
527 52
52752
52752-
527.52
531.40
1.12
0.08
0.09
0.08
0.11
5.11
529.41
529.81
81.00
527.90
195,00
527,90
22.00
529.87
530.34
530.07
1.45
44.00
0.17
0,07
1.99
527.27
30.00
0.13
0.05
0.22
1.69
0.30
0.29
0.34
57.00
530.53
0.21
0:08
0.47
0.38
2.23
81.00
527.52
52752
528.57
530.77
0,28
0.11
073
211
5.61
7.11
6 31
6.67_
7.23
0.15
0.48
2.51
195.00
531,43
529.52
529.92
0.55
014
0.41
0.84
3.83
22-00
1.251
1.411
1.34
1.32
- 1.36
1.25
0.83
1.34
- 0.58
0.54
5.61
4.48
44.00
52857
_ 528.57
528.57
3.91
0.43
5.04
30.00
528,69
6.31 d.71
229 0.44 505
1 79, 0.69 531
202 1,21 645
- 154 _ 0.07 301
1 41 0.54 384
1 13 0.33 3.21
167. 0,68 433,
2 24 0.90 512
346 1 61 702
57.00
530.13
81.00
528.57
530.39
195.00
528.57
531.04
1.75
0.72
11.29
o.53
0.51
- 1.61
22.00
527.92
52914
529.52
529331
52966
529 -85
44.00
527.92
0.76
0.58
9,921
- 0.43
2.91
'
30.00
527.92
0.37
1.79
57.00'
527.92
0.49
_
3.99
81.00
527.92
1 23
203
0.62
012
6.28
195,00
527.92
530.54
52920
14.25
22.00
525.52
0.07
0.08
0.08
0.07
0.05
1.20
44.00
525.52 52960
528.52 529.40
525.52;1 529.75
52552 529.97
0.16
0,09
0.30
0.14
0.22
1.89
30.00
0.10
0.08
0.14
0.08
0,13
1.45
57.00
0.22
0.11
0.49
0.21
0130
2.25
81.00
033
018
094
034
044
2
195.00
- 525.52;
530.57
0.93
- 0.38
4.55
091
0.93
4.81
22.00
52790
527.90
527.90
52790
1.24 1 241 5,55 555
0.92 064 4 08 T 2 61
1 36 136 646 G 46
1 11 0 71 5 286
1.38 082 D7 3.23
2,141 1 13 13 52 4.30
0.48 0.41 1 se 1.18
0.56 0.28 1 90 0.71
528.85
4,48
44.00
529.29
0,57
4.44
30.00
528.01
475
0.79 4 71
1.06 512
1.63 (132
013 287
0.52 337
0.34 309
0.65 355
0181 4.15
57.00
529.41
529.81
81.00
527.90
195,00
527,90
530.25
22.00
527.27
528.52
44.00
527.27
528:98
30.00
527,27
528.71
0.51
0.63
0.78
0.30
0.29
0.34
1 58 0.85
230 0.72
3 22', 0.85
57.00
527.27
529.16
81.00
527.27
529.40
1.18
0.07
0.29
0.17
0.44
0.75
1.00
1,46
0.07
054
033
1.28
0.05
0.22
0.13
0.30
0,44
0.38
0.59
0.85
1.43
0.13
0.52
035
0.61
0.78
Area Top width
ft) i
86.701 80.E
21
114.68
4.91
9.33
8.38
14.52
24.85
89.61
7.31
13.44
9.95
18.73
22.31
21.84
30.73
38.14
68.41
4.93
10.78
6.32
14.14
20,52
51.21
7.70
17.23
10.72
23.13
32.94
19.88
48.76
34.57
58.30
71.14
97.81
8.01
18.83
9.35
31.41
47.781
10.47
21.72
16.30
25.81
31.55
55.45
13.67
25.92
19.72
30.45
37.10
63.61
61.10
11.90
29.33
1921
36.77
46.65

HEC -RAS Plan: UoReeohRev7 -14 Rlver: Tenvard Branch Rwoch- Llnn tr., Mi -,-4t
Resoh
RIW 6%
Q Toil
Mhr Ch El
W.S. Elev
Shaer Chan Shear Total
wag ft) (ibrsq O ti3'
1 41
Powror Chan
Power Total
VW Left
Val Cl'u_d Vat RIB!
Flow Arm
Te�y WidCr
chi
(WR 9)
(bft 6)
(NO)
) i�9
(�1 lt}
(ft)
U
Y589
195100
527.27
530.03
8.37
1.73
1.30
_
5.92 1.25
70.58
72.5@
526 55
529.021
528.75
o I0 0.07
0.19 0.08
0.14 0.07
Upper
1578
22.00
528.21
0.15
O,tO
0.07
1.46 0.07
15.35
16.25
UPPer
Upper
1578
1578
44,001
30.00
526.21
526.21
0.39
0.23
0.11
0.10
0.27
0.18
2.08 0.27
1.72 0.16
28.85
19.59
41.92
27.11
Upper
1578
57.00
526.21
529.20
0.23
0.09
0.54
0.14
0.36
2.33 0.33
37.23
51.11
Upper
1578 _
81.00
528.21
529.44
0.32
0.12
0.8@
0.19
0.49
2.77 0.43
50,89
6329
Upper
1578
195.00
52811
530.09
0.67
0,27
2.79
- 0.52
0.89
4.20 0.82
103.02
9372
U-
Upper
1586
11588�
22,00
44.00
527.26
527.28
528.21
528.62
1.24
1.38
1.24
0.78
5.55
8191
5.55
3.80
0.45
4,46
4.99 0.45
4.93
9.521
8,03
18.73
Upper
Upper
Upper
Upper
1588
1568
1568
1568
30.00
57.00
81.00
195.00
527,201
527.28
527.26
527.26
528.38
526.82
529.08
529.71
1.34
1.32
1.35
1.88
1.34
0.58
0.58
0.81
6.31
6.67
7,18
12.55
6.31
2.25
1.81
2.43
0.88
0.91
1.50
4.71
5.05 0.88
5.30 0187
8.87 1.32
8.36
14.72
2413
9.35
32.01
47.01
U
U
1548
1548
1546
1548
2200
44.00
30.00
57.00
81.00
526.57
528.57
528.57
526.57
528.57
527.82
528.23
528.02
528.33
528.48
52911
0.47
0,63
0.51
0,83
4.39
0.30
0.28
0.39
1.36
2.21
1.55
3.42
1,11
0.82
0.78
1.15
0.13
0.53
0.35
0.67
2.88 0,13
3.53 0.54
3.07 0.35
4.12 0.68
S7.74
19.40
J2931
33.22
Upper 1548
U 1548
1.25
0.58
8.48
1,98
0.90
5.15
23.88
38.24
185.00
526.57
1.97
0.87
13.59
2.98
_ _
1.48
8.88
57.66
85.51
Upper 1539
22-00
525.52
527.86
0.10
0.07
0.15
0.09
0.07
1.48
*039
15.41
Upper
-
Upper
1539
1539
44.00
525.52
528.28
8.
52806.
528 40,-
52856
529.20
0.20
0.09
0.42
0.13
0.30
2.11
28.15
18.21
38.55
30.00
525.52
0.14
0.27
0.08
-0,23,-
.23
0.09
0.17
1.71
2043 31.00
32 861 42.50
40 99 4797
7208
Upper
1539
57.00
525.52
52552
525.52;
0.12
0.68
0.20
0.39
2.50
81,0C)l
0.42
0.18
1.33
.ii
.54
3.15
Upper
1539
195.00
0.94
4,88
1.02
1.03
94
4.94 0.92
22.00 52655
44.001 52656
30.00 526.56
57 00 526.58
81.00
81.00 526.56
8.02
52.97
9.34
Upper
1527
527.51
1.25
1.25
5.60
5.80
4.48
4.9211
Upper
1527
528.03
0.92
0.29
3.85
0.81
0.50
4.16 0.51
15.97
Upper
1527
527.88
1.34
1.34
6.34
6.34
4.72
@.36
Upper 11527
528,14
1.03
0.38
4.82
0.98
0.67
4.48 0.74
22.13
57.11
Upper
1 527
528.30
1.73
0.51
6.14
1.31
0.871
5100 1.01
31.58
62.94
W
1527
195.00
528.56
529.21
0.82
0.44
3.68
0.82
1.04
4.47 1.29
10413
93.18
UPOW
1511 _
22.00
525.99
527.23
0.491
0.44
1.43
1.28
0.11
2.91 0.12
7.59 11.42
Upper
1511
44.00
525.99
527.70
0.58
0.29
1.96
0.7T
0.52
3.41 0.53 -
_
t 6 Ge 27.55
U
1511
30.00
525.99
527.42
_ 0.53
0.33
1.85
0.94
-- 0.34
3.13 0.34
10 431 18.07
U
1511
57.00
525.99
527.90
0.81
0.28
2.22
0.73
0.82
3.61 0.63
-2
22.98._ 34.56
U
1511
61.00
525.99
528.19'
0.89
0.31
2.74
0.72
0.57
3.95 0.79
314,61 46.71

HEC -RAS Plan: UpReachRev7 -14 Raver Tarivard Branch Reach: Uooer (Ccntinuedl
Reach
Rlvbr Ste
0 Toni Mm Ch EI
W.S. Eire
Shear Chan
Shear TaW
Paws Chm
Power ToW
Val Left
Val Chnl
Val R
Flo. Arm
Top Width
-
(ft)
(bfgq 6)
(btsq ft)
(bf t a)
{lbtft s)
(itls)
(ltls )
tlth)
(aq 11)
(h)
Upper
1511
195.00
525.99
529.00
0.98
0.42
4.91
0.93
0.87
5,02
1.18
87.73
84.06
Upper
1503
22.00
52414
527.27
0.10
0.09
0.15
0.13
0.06
1.47
0.07
15.11
13.73
Upper
1503
44.00
524.94
527.74
0.20
0.10
0.42.
0.18
0.27
2.12
0.27
25.00
28.69
U
15QCi
30.00
524.94
527.47
_ 0.14
0.09
0.24
0.60;
, 0.14 0.16
0.21 0,35
027 0,32
0.56 0185
1.74
0.18
18.39
19.97
Upper
Upper
Upper
U r LL
Upper
Upper
Upper
Upper
Upper
1503
1503
57.00
524.94
527.94 0.25 0.12
528,22 0.34 0.14
528.99 0.68. 027
-
526 93 1 25 1.25
527.32 146 1.02
527.10 134 1.34
527.51 1.47 0.81
527.79 1 , 531 0.74
241
0.36
31.31
35.05
81.00
195.00
524.94
524.94
0.96
2.87
0.50
42.75
47.31
1503
2,92
4.29
0.91
93,44
83.88
1493
1493
1493
1493
-
5.61 4.48
5.00 0.43 5.12
22.00
525.98
5.81
4.91
8.01
44.00
30.00
57.00
81.00
525.98
525.98
525.98
525981
7.47
0.43
8.94
8,37
15.20
9.35
6.31
6.31
4.71
7.81
3.69
0.68
5.31
0.89
12.50
22.17
1493
8.65
2.99
0.93
5.64
0.94
20.04
32.29
Upper
1493
195.00
525.98
528.56
1.96
0.85
13.45
2.93
1.16
6.87
1.52
58.79
64.53
0.48
0.43
1.39
1.24
0.90
1.00'
0.93
013
054
035,
0.70
U
1476
22.00
52532
52532
52532
528.57
2.66
3.43
3 11
372
0.13
7.68
11.29
Upper
1476
44,00
527.03
0.58
0.32
2.00
0.52
15.82
23.90
Upper
1476
30.00
526.76
0.52
. 0.85
0.82
0.34
0.34
1.61
2.44
0.35
10.37
16.56
Upper
1476
57.00
525 32' 527 22
52532 52746
52532 528 20'
52426 52661
52426, 527.07
524.26 526.80
0.59
20.81
28.77
29.16
36.00
Upper
1478
81.00
0.41
3.51
1.141
2.02
0,901
1.31
4 28. 0.74
6.06 1.23
Upper
1476
195.00
0.88
8.80
63.32
WAS
15.22
13.34
Upper
1468
22.00
0.10
0.09
0,15
0.13 0071 1.46' 0.07
0.20 028 212 0.26
0 15 0 16 1 r 3
0 25 _ 0 3e� 244. - 0 18
032
038 053 3.00 045
1 02 0.921 089
1466
44.00
0.20
0.11
0.42
2411
25.01
Upper
1466
30.00
0,14
0.25
0.09
0.13
0.24
0.62
18.32
18.15
pw
1488
57.00
8100.
195.00"
524 26 527.26
524,26; 527.50
52426 528.22
29.27
30.24
Upper
1466
0.37
0.17
1.11
37.47
37.06
Upper
1468
0.89
0.37
4.32
71.66
61.27
4.93
9.18
8.03
17.18
Upper
1453
22.00
525.30
528.25
1.24
1.24
5.55
5551
4.46
Upper
1453
44.00
525.30
528.65
1.43
0.90
7.22
4,301
0.441
5.08
0.44
U _
1453
30.00
525.30
528.42
1,34
1.34
6.31
6.31
4.71
8.37
9.35
Upper
1453
57.00
525.30
526.85
1.40
Oleo
726
2.90
0.68
5,19
068
13.48
28.80
Upper
1453
81.00
525.30
527.12
1.43
0.68
7.76
2.49
0.95
5.44
0981
_
22.19
35.96
Upper
1453
195.00
525.30
527.80
2.11
1.15
14.98
4,44
1,61
7.09
178
54.62
47.54
Upper
1439
22.00
524.72
525.97
0.48
020
1.37
0.85
0.13
287
013
7.83
16.44
Upper 11439
44.00
524.72
528.30
0.72
0.34
2.69
0.92
0.621
3.74
057
16.18
3228
Upper
1439
30.00
524.72
528.17
0.48
0.23
1.44
_
0.57
0,41
3.00
039
12.35
26.98
Upper
1439
97.00
524.72
526.37
1.01
0.47
4.49
1.45
0.78
4.46
073
18.45
36.04
U
1439
81.00
524.72
526,50
1,44
0,67
7.85
2.30
1.04
5.44
097
23,48
40,50

HEC -RAS Plan: UoR@whRsv7 -14 River: Tonvan3 Branch Reach Unnar e(.nnfimmdl
Rewoh
River Ste
0 TOW
MIn Ch El
W S Elev
(rt)
271
1 Shear Chan
Shear Total
Power Chan
Power ToW
Vel Left
Vol Chn1
(iVs)
$.75
VW RV*
(R/s)
1.58
Flaw Are@
(sq B)
59.58
Top VVI tl
(ft)
83.75
`0195,00
itj
{ •� )
{I�rsy Bi
{Ib1R s)
{IbIR s)
itus)-
Upper
1439
524.72
1.93
0.95
--
13 03
3.10
1.53
- -
528 01
52637,
526.21
52647
526 61
527 29
525.66
526.15
0.10
0.1B
0.12
Upper
1430
22.00
523,88
0.03
0.14
0.04
0.06
1.44
0108
17.24
47.29
Upper
1430
44.00
523,86
0.071
0.37
0.09
012
2.02
0.33
35,57
55.82
Upper
1430
30.00
52186
0.04
0.19
0.05
0.21
1.61
0.21
27.19
52,09
Upper
1430
57.00
523.86
0.25
0.10
0.59
0.14
0.41
238
0,43
41.28
58.23
U
1430
81,00
523_.86
0.38
0.17
1.13
0.27
0.57
2.97
0.59
49.88
81,86
Upper
Upper
Upper
1430
195.00
523.86
524.71
524.71
0.71
0.36
3.05
0,73
1.00
4.28
1.46
97.0Q
77.$0
1418
22.00
1,25
1.25
5.$1
5.81
4.48
4.91
8.01
'1418
44.00
0.88
0.28
3.41
0.81
0.58
3.98
0.59
19.94
67.23
Upper
1418
30.00
524.711
525.82
1.3$
1.36
6.46
6.46
4.75
6.312
9.31
Upper
11418
57.00
524.71
528.24
0.98
0.38
423
0180
0.78
4.33
0.77
28.10
69.84
Upper
1418
81.00
524.71
528.38
1,14
0.49
5.47
1.10
0.99
4,78
1.01
3$.37
73.98
Upper
1418
195.00
52411
52727
0.70
0.41
2.89
0.70
1.18
4.11
1,19
113.31
97.38
Ypper
1402
22-00
524.09
525.34
0,48
0.40
1.36
1.15
0.13
2.87
0,13
7.73
11.99
Upper
1402
44.00
524.09
525.81
018
027
1,87
oleo
0.52
3.35
0.52
17.42
29.88
Upper
1402
30.00
524.09
525.54
0,51
0.30
1.59
0,83
0.351
3.07
0.35
10.80
19.43
Upper
1402
57.00
524,09
525.99
0.62
0.29 2.28
0.36 3.14
0.71
0.831
3.83
0.83
23.32
38.46
Upper
1402
81.00
524.09
528.22
0.76
0.90
2.89
0.12
- 0.18
0.81
1,44
0.07
028
0.1e
4.12
6,39
1.46
2.12
1.73
0,82
1.47
0.07
0.27
0.16
32.65
59.85
15.20
24.68
18.46
42.75
56, -
13.71
27.37
19.52
Upper
1402
195.00
524,09
528.77
1.67
0.83 10.64
Upper
1393
22.00
523.04
525.38
0.10
I
0.091 0.15
Upper
1393
44.00
523.04
525.84
0.20
0.10' 0,42
0.09 0.24
Upper
1393
30.00
523.04
525.58
0,14
014
0.24
0 371
1 58 1
6.49
3.52
Upper
1393
57.00
523.04
526,02
0.26
0.13
_ 0.63
_
0.38
0,48
0.99
0.45
248
0.36
20.8e
32.57
U
1393
81.00
523.04
528.24
0.36
0.17
1.15
3.03
0.51
38,03
30.98
Upper
1393
195.00
523,04
524.08
524.06
526.73
525,04
525,44
1.15
1,24
1.38
0.50
1.24
0.77
8.27
5.49
8.85
5.48
1.06
81.47
58.06
Upper
1381
2200
4,46
4.95
957
6.36
14.86
8.05
20.05
9.35
3262
Upper
1381
44.00
3000
57 00
4.98
4.71
5.04
0.45
0.88
U
1381
524.08
525,201
1,34
1.34
6.31
8.31
Upper
1381
524.08
525.84
1,31
0.57
8.80
2,19
0.68
Upper
1381
81.00
524.08
525.90
1.35
0,54
7.15
1,75
0.88
5,29
0,88
25.21
48,56
Upper
1381
195.00
524.05
526.49
1.94
0.94
13.11
3.02
145
_
6.75
Iles
60.78
87.38
Upper
1388
23.00
523,58
524,81
0.50
0.40
1.47
1.16
011
2,93
0.11
7.55
1283
Upper
1388
44.00
523.58
525.261
0.54
0.25
1.77
0.58
0.44
3.29
0.051
19.78
36.40
Upper
1388
30.00
523.58
525.01
0.521
0.23
1.80
0.59
0.32
3.09
0.35
11.5
28.36
Upper
1388
57.00
523.58
525.40
0.031
0.30
2.30
0.88
0.54
3.83
0.82
25.08
40,79
UPM 11
368
81.00
523.58
525.80
0.801
O.3DI
3.34
0,92
0.70
4.17
1.05
33.89
47.20

HEC -RAS Plan: UaReachRsv7 -14 River. Tanvard Branch Reach: Uoow (Continued)
Reach
Rhm Sts
0 Total
Min Ch El
W.S. Elev
Show Chan
Shear Total
Power Chan
Power TaW
Vol talk
Vol Cm
Vol Right
Flow Ares
Top Wtdtl1
ccfala
(ft)
(ft)
Ousq n)
( n)
(Wft 6)
cbm ea
r+w)
(ft)
(No)
+t)
(ft)
Upper
195.00
523.58
526.23
1.40
071
0.06
0.08
8.17
0.15
0.38
0.23
2.01
1.25
5.84
1.86
89,40
84.96
0,09
0.11
0.08
Upper
1358
22.00
522,52
524.85
0.10
0.07
1.47
0.07
15.35
19.74
Upper
1358
44.00
522,52
525.2DI
0.19
0.29
2.05
033
30.73
43.18
Upper
1358
30.00
522.52
525.05
0.14
0.05
0.17
1.71
0.17
21.08
38.38
U
1358
57.00
522.52
525.43
0.25
(111
0.58
0,16
0,38
2.38
0.44
36.87
46.97
U
1358
81.00
522,52
525.82
0.35
0.16
1.03
0.28
0.51
2.91
0.60
46.E
52.49
U
1358
195.00
522.52
526.23
0.81
0.38
3.73
0.88
1.02
4.69
1.10
83.91
70,90
Upper
1351
22.00
523.57
524.52
1.25
1.25
5.81
5.61
4.48
4.91
8.01
Upper
1351
44.00
523.57
525.01
1.04
0.37
4.59
1.23
0.50
4.40
0150
13.38
40.31
Upper
1351
30.00
523.57
524.69
1.34
1.34
6.33
6.33
4.72
6.38
8,35
Upper
1351
57.00
523.57
525,14
1.14
0.46
5.33
1.40
0.75
4.68
0.76
18.85
43.83
Upper
1351
81.00
523.57
525.32
1.33
0.81
6.97
1.81
1.02
5.22
1.04
27.18
48.89
Upper
1.351
195.00
523.57
525.88
2.09
1.09
14.47
3,62
1.67
6.93
1.74
58.81
63.78
Upper
1326 -
22.00
522.40
523.85
0.48
0.39
1.38
1.12
013
2.88
0.13
7.70
12.47
ypper
1326
44.00
522.40
- 624.12
0.54
025
1.78
0.5B
0.53
3,29
0.53
18.85
33.93
Upper
1326
30.00
522.40
523.85
0,51
0.27
1.56
0.73
0,34
3.07
0.34
11.10
2228
Upper
1326
b7.001
522.40
524.29
0.80
0.28
213
0.63
0.85
3.58
0.64
25.09
39,70
Upper
1326
81.001 522.40
195 00 522.40
22.00 521.35
524.51
0.75
0.35
3.04
0.82
0.82
4.07
0.81
34.67
47.20
Upper
1328
525,19
1.24
0.61
6188
1.59
1.29
5.68
121
74.68
68.38
Upper
Upper
Upper
Upper
Upper
Upper
1318
523.69
524.15
523.89
524.32
0.10
0.19
0.14
0.24
0.07
0.08
0,06
0.10
0.15
0.38
0.24.
0,55
0.10
0.12
0.10
0,17
0.07
029
0.16
0.39
1.46
206
1.72
2.35
0.07
028
0.18
0.38
15.33
28,95
_ 19.73
35.82
18.52
38,85
28.31
43.04
1318
44.00 521.35
1316
1318
1318
.1318
30.0.0 521.35
5700 521.35
81 00 521,35
19,100 521.35
2100 522.39
- 44.00 522.39
524,54
0.34
015
0,96
0.27
0.53
2.m
0.53
45.67
46.53
525,19
0.79
0.37
3.61
0.88
1,00
4,57
0.86
82.88
65.60
Upper
1306
623.34
1,25
1.25
5.56
5158
4.47
4,93
U
1306
523.78
1.34
0.68
6.59
3,05
0.48
4.92
0.48
9.88
Upper
1306
30.00
522.39
623.51
1.34
1.34
6.31
8.31
4.71
6.38
N2238
U
1306
57.00
522.39
523.98
1.20
0.48
5.82
1.88
0.67
4,84
067
16.49
Upper
1306
81.00
522.391
524.19
1.35
0.80
7.12
1.90
0.871
5.28
0.94
25.38
45.23
Upper
1306
195.00
522.39
524.79
2.04
1.03
14.11
3.46
1.85
6.91
1.56
57.73
82.12
Upper
1291
22.00
521,77
5233.03
0.47
0.33
1.33
0.92
0.16
2.85
0,17
7.89
14,73
Upper
1291
44.00
52177
521.77
621.77
521, T7
523.43
0.83
0.34
2.21
0.93
0.56
3.53
0.80
18.05
25,80
Upper
1291
30.00
623.22
0.49
0.29
1.49
0.77
0.38
3.03
0.42
11.31
20.13
Upper 11201
57.001
523:57
0.77
0.40
3.06
1.16
rise
3.98'
0.73
19.81
28,54
U
1291
81.00
52:3.76
1.02
0.52
4.79
1,81
0.89
4.70
0.93
28.181
_
34.97

HEC -RAS Plan. UpRewhRov7 -14 River: Tanvard Branch Reach Uneer Mmiimk -iti
Reach
River Ste
a ToW
Min Ch El
W.S. Elw
Shear Chen
Sheer ToW
Pmw Chan
-
Paver TOM
Vol Lett
1hl Cftr11
Vol Right
Flow Am
Top LVldth
(ft)
(ft)
(ltfeq ft)
( ft)
( s�
( a
(R!s)_ _ (tvs)
678 161
1 45 0.10
2.09 0.35
1.681 0.72
2.43 0.45
298 061
4.86 1.14
ft)
(ft)
Upper
1291
195.Ool
521.77
524.40
1.89
0.98
12.81
3.58
1.48
53.33
49.63
- 22 oG 520.72
4400 520.72
30 00 _520.72
W 00 ,520 72
81.00 S20.72
195.00 520.72
Upper
1281
523.08
0.10
0.05
0115
0.07
0.09
16.16
25.67
Upper
1281
523.48
0.19
0.10
0.40
0.15
0.33
28,36
33.41
Upper
1281
523.28
0.13
0.07
0.22
0109
0.21
21.61
29.38.
Upper
1281
523.62
0.26
0.13
0.82
0.22
0,43
33.40
36.13
U
1281
523,84
0.37
0.19
111
0_.37
0.57
41.83
400.17
Upper
1281
524.49
0.90
0.47
4.36
1.29
1.07j
_
71.81
5240
4.50. -- 0.65
".00
521.76,
523.17
1.10
0.48
4.96
1.81
0.64
13.23
33.73
U
1269
00
521.76
522,88
120
_ _ 1.36
6.42
6.42
4.74
6.33
932
Upper
1289
57.00
521.76
523.29
1.22
0.58
5.89
1.88
0,88
4.83
0.88
17.14
36.62
Upper
1289
81.00
521,76
533.48
1.44
0.73
7.77
2.39
1.13
5.40
1,15
24.93
40.80
Upper
1289
19`0.00
521.78
524.10
215
1.19
15.20
4.28
1.77
7.08
1.81
54.44
54.70
Upper 1254
Upper 125_4_
Upper 1254
Upper 1254
Upper 1254
2200
521.16
522.41
522.89
522.61
523.08
0.47
0.51
0.50
0.53
0.37
0.22
0.25
0,231
126
1.85
1.52
1.78
1.05
0.47
0.86
0.45
013
0.51
0.34
0.62
2,88
3.22
3.05
136
0.13
0.51
0.34
0.60
7.77
20.28
11:41
28.79
13.01
39.71
24.07
47.90
44.00
521.16
30.00
52116
57,00
521.16
521.16
51.00
5M.33
-
0.6131
0.28
2.191
0,55
0.79
3.66
0.75
41.59
53.94
Upper ,1254
195.00
521.18
524.12
0.86
0.45
4.00
0.95'
121
4.67
1.11
91.96
73.11
Upper 1245
22.00
520.11
522.45
0.10
0,07
0.15
0.11
0.07
1.461,
0.07
15.31
- 16.06
Upper 1245
44,00
520.11
522.92
0.19
0108
0.39
0.12
0.27
207
0.27
MOB
41.47
Upper
1245
30.00
520,11
522.65
0.14
0.07
0.24
0.10
0.16
1.72
28.77
Upper
1245
57.00
520.11
523.10
0.23'
0.09
0.54.
0.15
0,36
2,33
48.37
Upper
1245
81.00
520,11
523.34
0.31
0.14
0.87
0.22
0.51
277
54.13
Upper
1245
195,00
520.11
524.10
0.62
0.30
2.54
0.80
0.94
4.08
=0.4849).26
72.55
1.25
1.39
1.34
1.33
1.28
1.01
12 5.61
6 92
6 32
0.591 671
0.52 660
054 5.06
U
Upper
1733
22.00
521.15
522.10
5.61
4.48
8.01
Upper
1733
4x.00
521.15
522.51
___
3.65
0.45
5,00
0.45
9.49
18.52
U
1233
30.00
521.15
522 27
8.32
4.71
6.36
9.35
Upper
1233
57.00
521.15
522.711
219
0.88
5.06
0.081
14.81
31.55
Upper
1233
81.00
521.15
522.901
1.62
0.87
5.17
0.87
25.98
48.58
U
1233
195.00
521.15
523.97
1.28
1.28
5.03
1.28
84.00
69.45
1.21
1.47
106 3.53
5.11
Upper
1213
24.00
520.20
521.51
3.05
0.33
2.91
0.33
8.33
11.83
Upper
1213
48.00
520.20
522.00
288
2.91
0.90
0.74
3.47
128
0.91
0.74
15.83
12.58
18.99
16.22
Upper
1213
38.00
520.20
521.81
1,39
1.801
1.61
----095
0,96' 4.55
0.83 602
0.77 6.32
Upper
1213
72.00
520.20
522.37
2.40
0.as
3.77
1.21
24.80
29,05
Upper
1213
10200
520.20
522.76
2.07
1.05 1
3.92
1.38
37,971
39.44

HEC -RA3 Plan: UpReachRev7 -14 River: Tanyard Branch Reach. Upper (Continued)
Reach-
-
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
Upper
_P?e
Upper
Upper -
Ste
1213
1204
1204
1204
1204
1204
1204
1193
1193
1193
1193
1193
_
,1193
O Total
Min Ch EI
(1t)
52010
519.15
519.15
- - - 51915
5'19 15
51915,
519.15
520.19
520.19
520.19
520.19
520. 19
520.19
51961,
51961,
519.61
519.61
519.61
519.61
518.55
518.55
518.55
W.S. Elev
(It)
523841
521 54
522.03
521.85
522.38
523.89
521.19
521.571
521.44
52188
52 2. 19
523.20
520 92
521 42
521 23
52181
52220
523 38
520.95
521.44
521.28
' Shear Chan Shear Total Power Chan POW TOW
-
(Ibisq ft) (lbisq ft) (1b/ft a) (1UIR a)
1.79 093, 7.94 2.45
010 0.17 0.15
011 - -.-
0.22 0.15 0.50 0.30
0.18 0.13 0.35 0.24
032 0.16 0.88 0.37
0.42 019 1.35 0.44
083 fl 40 4.00 1.08
1 27 : 1.271 5.76 518
155 124 8.26 _ 6.42
143
170 1. 2 9.92 - 5.75
1.85 1.02 11.72 5.01
2.12 1.03 1566. 4 15
0,47 0.32 1 38 088
0.51 0.26 1 68 061
051 027 160 066
0.53 026 1 81 . 0.541-
.54
0.54 027, 1.941 0,521
063 0 33 284 0180
0.11, .0.071 0.17 all
0.20 0.10 0.43 017
0.17 0.09 0.32 0.14
Vat Let
(iUa)
1.66
0.09
0.28
0.23
0.35
0.48
1.02
0.51
0.89
1.00
1.55
0.21
0.57
0.48
0.es
0.81
1.08
0.10
0.30
0.23
Val at-
Vet R
Flaw Area
Top w1d1h
(cfa)
(!ba)
(Rh)
(eq 1t)
(1t)
242.00
4.43
1.72
92.11
5740
24.00
1.54
0.09
15.74
1277
48.00
2.26
0.31
23.42
19.24
38.00
7200
102.00'
1.99
0.23
20.22
16.58
2.78
0.46
32.01
29.03
3.28
0.80
44.11
38,84
242.00'
4.84
_
1.04
90.01
55,60
24.00,
4.53
5.30
8.39
48.00
5.32
0.51
9.28
13.01
38.00
0.22
7.68
10.80
72.00
5.84
0,89
13.98
17.96.
102.00
6.33
1.15
20.65
25.35
242.00
7.38
1.651
OD.13
50.41
Upper
1181
24.00
- 2.90
0.21
8.58
15.83
U
1181
4&00
3.27
0.84
20.92
31.46
Upper
1181
38.00
3.16
0.54
15.40
x.30
U
1181
7200
3.44
0.77
35.04
41.86
Upper
1181
102.00
3.60
_
0.83
53.20
51.72
Upper
1181
242.00
4.20
1.02
131.44
79.83
Upper
1189
24.00
1.52
0.10
16.24
17.81
Upper
1189
48.00
2.15
0.35
28.88
31.97
Upper
1169
38.00
1.93
2.54
0.27
0.49
23.23
42.49
28.98
42.04
Upper
1189
72.00
518.55
521.82
0.28
0.12
0.67
0.21
0.43
Upper
1169
10200
518.55
522.19
0.32
0.15
0.92
028
0.56
2.88
0.59
WAS
51.63
Upper
1189
24ZO01
518.551
523.38
0.49
0.24
1.85
0.42
0,89
3.77
0.85
138.83
79.31
24 00
48.00
519 60
51960
519.60
520.80
Upper
1158
1.27
1.27
5.78
5.78
4.54
5.29
8.38
Upper
1158
520.98
1.58
1.28
8.3D
6.57
0.51
5.33'
0.51
9.24
12.76
U
1158
- 38.00
520.855
1.44
1.34
7.14
6.67
0.23
4.97
0.22
7.68
10.73
UAW
1158
72.0D
519.80
521.28
1.73
1.17
10.19
6.13
0.89
5.89
0.88
13.71
17.22
Upper
1158
102.00
519.80
521.59
1.90
1.16
12.2D
6.00
1.16
6.41
1.15
19.75
21.87
Upper
1158
242.00
519.60
522.88
2.19
037,
0.55{
0501
0 761
0.97
0.90
0.32
040.
0.37'
0.47
0.55
16.53
3.67
1.44
7.54
1.30
59.14
57.40
4pFw
1121
28.00
518101
519.48
0.98
0.82
0.31
264
0.28
10,09
12.02
Upper
1121
5200
518.01
519.97
1.90
1.82
3.23
4,781
1.23
0.61
3.44
0.52
16.91
15.75
Upper
1121
45.00
518.01
519.86
1.10
0.55
3.24
0.47
15.24
14.93
1
1121
84.00
518.01
52038
520.74
1.60
0.82
4.22
0.59
24.53
21.34
Jpper
1121
120.00
518.01
200
1.01
4.90
0,78
33.02
26.32

HEC -RAS Plan UpReachRev7 -14 River Tanyard Branch Reach: Upper (Coninued)
~ Reach River Sts
Upper 1121
Upper 1106
Upper 1106
Upper 1106
Upper 1108
Upper 1108
Upper 1106
Upper 1088
Q Total Min Ch El
(cfs) -- n
282_00 518.01
W.S. Elav
Shear Chan
Show Total
Pmw Chan
Paw Total
Val Left -
Vol Choi
Vel RipFtt
Flew Arm
Trip Wiri81
{
Wsq ft)
(bisq ft)
phlft a
(b1R s)
(ftis)
(ftla)
(itla)
(aq ft)
(ft)
521.82
1.54
0.65
-
1110
2.38
1.45
6178
1.03
77.53
80.38
26 51728
5200 51726
45.00 517.26
519.48
0.13
0.13
0.20
0.20
1.80
16.27
1288
519.99
0.23
0.12
0.50
0.25
0.17
2.23
0.17
0.10
0.47
24.84
21.96
39.24
29.01
21.40,
34.74
519.87
0.20
0.14
0.42
0.28
0.10
2.09
84.00 517.26
120.00 517.28
520.43
0.31
0.17
0.83
1.18
2.91
2.80
3.95
3.61
5,42
7.00
6.47
0,37 0.42 2.71
0.49 0 581 3.10
0.81 095 4.38
2.60 - 3.54
3.28 035 4.22
3.33 020 4.05
318 066 486
2 ^90 0131 542
1.56 1.27 5 63
520.82
0.38
0.22
0.67
53.61
39.03
282,00
517.28
521.98
0.67
0.33
0.91
113.74
66.59
26,00
518,00
519.23
0.73
0.73
7.35
9.90
Upper
1088
52.00
518.001
519.67
0.94
0.79
0.35
1252
14.54
Upper
1088
4500
518,00
519.57
0.D
0.83
0.20
0.73
1.00
1.01
11.15
13.05
Upper
1088
84.00
516.00
520.06
1.12
0.73
19.31
21.18
Upper
1088
120.00
5118.0
520.40
1.29
0,88
28.10
31.16
Upper
1088
282.00
518,00
521.75
1.1.5
0.54
96.75
88.93
518 88
519391
519 28.
519.80
Upper
1051
26,W
517.43
0.41
0.41
1 10 1.10
1 69 1.29
1 50 1.21
2.73, 1.75
4.27 2.42
16.64 7 49
0.12 0.12
0.32 025
0.26'' 0.21
067 0.47
1 24 0.71
5.80 1.80
2.69
9.67
11.59
U
1051
52.00
517.43
0,52
0.48
069
91
218
0,41
0.45
3.27
0.42
18.70
15.90
Upper
1051
45.0
517.43
0.40
0.38
3.11
0.35
14.93
14.93
Upper
Upper
Upper
Upper
Upx r
Upper
1051
84.00
517.43
0,50
0.70
3.95
0.64
23.891
19.31
11051
.1051
1031
120.00
517.431
520,121
0.62
- - 1.33
0,92
4.67
0.76
30.51
22.19
282.00
517.43
52027
177
7.82
1.30
4923
29.67
28.00
518.42
518:87
519.39
519.27
0.09
0.18
0.14
0.09
0.13
0.12
021
0.17
1,34
19.37
13.78
1031
52.0
515.42
1.94
0.28
27.92
1829
1031
45.00
84.00
516.42
51642
51642
51642
1.80
0.23
25.64
17.89
Upper 11031
Upper 1031
Upper 1031
Upper 1008
Upper 1008
Upper 1008
Upper .11006
Upper 1006
Upper 1006
Upper 988
Upper 966
Upper 966
Upper 19m
519.80_
0.26
0.20
0.37
2.55
0 ^47
35.91
20.46
120.00
520A2i
0.39
0,25
0.41
3.17
0.58
43.00
25.52
282.00
520.90
51885
519,11
1.08
0.46
0.78
5.48
0.91
72,78
50.87
26.00 517 -40
52.00 51740
45.00 ^ 51740
84.00 517.40
0.71
246
349
3.21
4.62
0.71
2,48
3.48
7.47
10.00
0.88
0.58,
2.26
0.46
4.06
0.31
13.40
18,88
519.00
0.82
0.87
2.58
0.25
3.91
0.24
11.66
15.09
519.49
519.82
1.00
1.10
0.50
0.51
1.81
0.85'
4,e2
0.65
23.25
32,95
120.00^ 517.40
5.49
1.89
1-041
5.00
0.85
1.37
0.38
36,311
97.341
_ 8.91
15.53
13.90
23.64
45.29
79.09
11.07
14.35
13,86
28.54
282.00 517.40
26.00 518.99
520.80
1,35
0.82
8.08
1.81
1.11
5.97
518.37
0.49
0.49
1.42
1.42
2.92
52.00
516.99
518,89
0158
0.58
1.94
1.94
3.35
45.00
516.99
518.77
0.55
0.55
1.79
1,79
3.24
84.00
51&991
519.31
0.88
0.42
2.60
3.39
1.51
0.37
3,81
Upper 1988
120.00
516.98
519.661
0,79
0.40
128
0.60
4.28
0.61
34.97
39.28

NEC -RA6 Plan: UpRaachRov7 -14 River: Tonvard Braneh Reach LJnner rc nnrs� ori�
R,aa_ h
Rhrar &8e
988
I Q TOW
Oisj
282.00
wf#n Ch E!
(n)
516.99
W.B. Elan
(1t�
520.60
' Shear Chan
(Ib1sq ft)
1.18'
5hmr ToW
{�raq ft)
0.54
Power Chan
u�nt a
8.80
POwor TOtw
(be a}
1.74-
Val LsR
(we)
0.84
WI ChM 1
(RNty
5.58
Vol R
(ft
1.17
Flaw Aria
87.87
Top Wfdlh
Mt)
72.35
Upper
U
Upper
UPEE
U
Upper
948
948
948
Re
948
948
28.00
52.00
45.00
84.00
120.00
282.00
515.97
515.97
515.97
615.97
515.97
515.97
518.40
518.92
518.80
519.35
519.71
520.84
0.09
0.16
0.15
0.24
0.31
014
0.09
0.09
0.08
0.12
0.15
0.29
0.12
0.32
0.27
0,57
0.87
2.72
_ 0.12
0.15
0,14
0.21
0.28
0.67
0.21
0.18
0.3D
0.41
0.74
1.37
1.95
1.82
2.41
2..83
4.27
0.21
0.17
0.41
0.58
0.96
19.01
30.34
26.81
47.25
64.18
124.28
13.88
_32.47
27,80
43.73
51.54
79.18
U
U
926
928
28.00
2.00
52.001-
518.95
516.95
517.99
518.42
1.33
1.66
1.4B
1.67
i.33
1.55
1.48
1.01
6.21
8.13
7.55
9.69
8.21
8.13
7.55
5.24
0.89
4.87
5.Z5
5.10
5.79
0.89
5.58
9.90
8.83
16.14
81 38
11.76
11.01
22.98
U
826
45.00
51695
518.32
U
829
84.00
120.00
516 95'
516.35
518.79
519.12
U
928
1.73
2.28
0.87
10.60
17.28
4.02
4.18
1.05
1.76
8.13
7.58
0.76
1.30
25.84
x.37
34.60
89.47
Upper
am
282OD
26.00
5200
45.00
84.00
516.95.
_515.50
51550
515.50
515.50
519.99
518.99
517.50
517.38
517.93
U
we
0.37 0.96 D.85 2.57
401,38
10.13
11.90
U
888
0,48 1.53 113 04
Upper
888
0.45
0.63
1,04
.44
0.40
1.35
2.39
5.62
1.48
1.07
0.69
0.40
.08
3.7$
5.40
0.88
0.82
.04
25.35
105.9
2D.38
88.89
Upper
888
Upper
888
282.00
515.50
519.42
518.99
517.50
617.38
51794
518.32
619.44
Q.{18
0.18
0.14
0.24
0.34
0.83
0.
0.12
_ 0.11
0.19
0.18
0.25
0.11
O.3D
0.24
MOO
1.00
2.88
0.11
0.21
018 _
0.34'
0.38
0:80
0.22
0.181
038
0.39
0.82
1.31
1.91
147
2.46
2.97
4.28
0.22
0.18
0.37
0.50
Q.78
18.83
28.E
28.35
x.03
51.38
118.77
13.94
20.52
19.DD
40.53
81.84
Upper
L44W
Upper
Upper
Lww
Upper
883
863
893
883
883
883
26.00
52.D0
45.00
84.00
120.DO
282.40
514.50
514.50
51450
514.50
514.50
514.50
U
U
U
Upper
U
Upper
832
832
832
832
832
832
28.00'
52.00
45.00
84.00
120.00
282.00
515.50
515.50
515.50
515.50
515.50
515.50
51671
517.13
517.04
517.50
517.82
518.72
0,79
1,03
0.98
1.23
1.42
2.13
0.79
D.86
0.92
0.78
0,80
0.86
2.88
4.54
4.10
6.23
7.97
Mee
288
3.74
3.87
3.47
3.55
3.47
0.31
0.14
0.72
0.97
1.24
3.68
4.40
All
5.08
5.W
7.43
0.31
0.14
D.72
0.97
1.50
7,11
11.98
i4.71
18.80
27.15
09.86
14.68
12.74
22.41
29.20
88,64
U
Upper
Upper
U
U
808
we
we
808
808
26,00
52.00
45.00
84.00
120.00
515.02
515.02
515,02
515.02
515.02
516.48
518.95
516.84
517.39
517.74
0.40
0,531
0.50
0.63
0.75
0.40
0.33
0.33
0,37 _
0.441
1.08
1.76
1.58
236
3.201
1.08
027
0.97 _ _
1.08
.29
1.291-
0.44
0.37
0.71
0.891
2.88
3.31
3.18
3.78
4.251
0.44
0.37
0.72
0.91
8.78
17.72
15.38
29.28
40,49
11.87
22.72
19.98
29.43
34.35

HEC -RAS Plan: UpRmchRov7 -14 Rlvor: Tanvard Branch Raaoh- Uoo.r fcmfim m)
Reach
River Ste
4 Total
Mkt Ch EI
W.S. Elev
Sham Chan
Shear Toted
Power Chen
Power Tob1
Vol Left
Vol Chrg
Vol Rtyht
Fbw Arm Top Width
U
808
(afa) _
282.00
(ft)
515.02
(1t)
518.54
W" ft)
1.81
(Byeq ft)
0.75
(6& •
10.80
(16lft a)
2.77
_ ( )
1.20,
(ft�e)
6.58
IfD)
1.40
(aq ft) (ft)
75.99 58,98
Upper
Upper
Upper
781
781
781
26.D0
5200
45.00
514.00 518.48
514.00 516.95
514.00 _ 516.84
5.14,00 51 � 39
9 d �(1 517 73
51a o0 518,54
514.98 516.26
511k981 516.55
514.96 518.50
514.98 518.82
514,98 517.15
514.98 518.07
0.08
0.17
0.14
0.25
a.35
0.87
0.08
0.11
0,10
0,11
M321
0.28
0.11
0.20
).i6
0.21
0.17
1.32
1.96
1.81
0.21
0.17
18.75 13,91
28.40 23.07
26.00 20.88
Upper
781
84.00
0.14
0,631 0.291 0341 2.50
1.05 3.01
4.33 441 0 •a;
1.20 094 4.96
212 212 3.32
5.56 4.65 0.23 4.87
4.38 4.17 0.08 429
9.59 5.04 0.69 5.77
10.51 3,73 0.90 6.11
14.11 3.03 141 7.10
0.39
40.42 32.33
U
781
120.00
0.16
0.53
52.88 30.77
Upper
781
282.00
a.4D
0.91
93.14 82.37
Upper
1758
28.00
0.64
0.64
7.83 10.28
Upper
U
Upper
Upper
Upper
758
756 _
756
758
756
52.00
45.00
84.00
120,00
282.00
1.19
1.02
1.88
1.72
1.9119
1.00
_ 0.97
0.95
0.82
0.88
0.23'.
0.09
0,GG
1.04
1.56
0.36
0.31
0.51
11.21 14,44
10.50 12.83
16,31 23.70.
28.39 37,13
79.72 78.15
9.97 31.84
33.83 55.51
28.67 53.83
WAS 11.48
Upper
729
26.00
614.57
516.02
0.41
0.16
1.10
0.41
0 06
269
YWE
729
52.00
514,57
518.49
018
0.18
0.97
0.27
0.59
2.71
Upper
729
45.00
514.571
516.40
0.35
0.16
0.92
0.25
0,53
2.64
Upm
64.00
514.57
514.57,
51457
513.58
513.56
513.56
518.81
517.11
517.09
0.42
0.23
1.28
1.54
2.73
0.11
0.37
0.45 a
0.74
0.04
-- 079,
094
1237
0.05
3.05
3.30
4.17
Upper
729
120.00
0.47
0.27
0.60
72.09 68.31
9W
729
282.00
0.88
017
_
0.88''
143.12 93.73
Upper
713
25.00
516.04
0.08
0.03
1.31
0.19
0,16
0.31
0.42
0.72
20.83 41.84
43.52 56.38
Upper
713
52.00
516.46
0.14
0,06
0.25
D.07
0.31
1.80
Upper
713
45.00
516.40
0.12
0,05
0.21
0,06
0.28
1 67
38.72 54.81
U
713
84.00
513.56
516.79
0.22
0.10
0.49
0.14
0.48
2.28
81.94 82,76
81.40 -.57
151.62 94.41
Upper
Upper
713
713
120.00
282.00
513.56
513.58
517.09
517.95
0.28
0.50
0.14
0,28
014
1.87
0.21
0.48
0.83
1.10
2.65
3.73
UPPar
Upper
U
UPRar
Upper
U
f#f3
693
893
893
693
893
26,00
52.00
45.00
84.00
120.00
282.00
514.64
514.54
514,54
514.54
514.54
514.54
515.85
516.31
516.21
516.64
516.98
517.68
0.60
0.57
0.59
0.591
0.61
0.68
0.8D
0.24
0.23
0.31
0.34
0.36
1.91
1.89
1,99
2.11
2.26
2.74
_ 1.91
0.51
0.53
0.59
0.64
0.66
_ 0.001
0,49
0.85
1.D0
1.35
3.21
3.34
3.36
3.58
3.72
4,18
0.36
0.28
0.55
0.87
0,92
8.10 10.46
25.03 5102
19.70 50.93
43.57 59.72
63.38 66,13
152.01 108.11
Upper
Upper
Upper
Upper
U
On
679
879
679
879
28.00
52.00
45.00
84.00
120.00
514.32
514.32
514.32
514.32
514.32
515.71
516,24
516.11
518,60
516.93
0.47
0.43
_0.48
0.42
0.42
0.47
0.18
0.14
0.20
0.23
1.37
101
1.47
1.30
1.32
1.37
.28
0.31
0.32
0.35.
0.45
0.31
0.71
0.881
2B8
297
3.07
3.07
3.141
0.52
0142
0.71
0,81
9.02 11.14
29.21 64.85
21.14 62.83
53.33' Tti.55
77.62 75.88

HEC -RAS Plan: UpReaehRev7 -14 River. Tanvarrl Branch Reach, Uneer tr -t,ni ­Hl
Reach
River Ste
0 Toth
Mkt Ch El
W.S. El -
Shear Chan-7 Shear Total
(Ib1sq ft) - (lbfsq ft)
0.43, 0.21
Po_ww Chars
Pow ToW
Vel Left
Vol Chnl
Vei Right
Plow Ares Top Wkfth
s
(Wft8)
(1Us}
(Rh)
(tR/e}
-
(eq 8) (n.
U
879
282.00
514.32
517.87
1.49
0.12
0.30
0.12
1.14
142
1.36
ae2i
198,20 148.E
870 _
28.00
513.32
515.76
0.08
0.15
0.14
0.21
0.26
0.37
0.09
0.05
0.04
0.08
0.13
0.16
19.15 13.70
Upper
upper
Upper
upper
Upper
670
870
870
870
670
52.00
45,00
64.00
120.00
282.00
513.32
513.32
513.32
513.32
513.321
518.27
516,15
616.60
516.92
517.84
0.27
0.24
0.48
0,68
- 1.21
0.07
0.06
s.-
0.12
0.17
0.22
0.23
0.16
0.41
0.55
0,90
1.85
1.76
2.27
2.58
3.24
0.28
0,21
6.43
0.58
0,89
40.80 65.27
WAS 63.44
83,52 70.82
86.88 75.72
203.83 -146.70
Upper 659
Upper
Upper 659
[Upper 659
Upper 659
Upper 659
28.00
52.00
514.31
514.31
515.56
516.01
0.T2 0.72
0.86
- O S4 0 51
0 5t
0.58: 0,16
.52 0 27
024
2.52
3,52
2.52
0.72
0,11
3.51
4.07
0.38
7.42 9,93
14.64 81.11
45.00
614.31
515.90
3.30
1,94
0.22
3.94
0.24
11.80 20.82
84.00
514.31
518.48
2.04
0.48
0.70
3.63
0.77
45.19 88.64
120.00
514.31
1.81
0.48
0.84
3.48
0.88
71.04 74.42
282.00
514.31
1.67
0.38
1.13
3,68
0.88
189.08 144,52
jg517.810.51
Upper
846
26.00
514.04
.47
0.47
1.
136
2.88
903 11.16
U PPQ
848
52.00
614.04
58
038
199
0.44
3.43
0.44
16 87 22.09
Upper 646
46.00
514.04
515.82
0.54
0.37
1.78
1.14
0.36
3.27
0.38
_
14 65 19.30
1 Upper
646
84.00
514.04
516.28
0.77
0.34
3.18
1.03
0.52
4.12
014
27.53 40,85
UPPe*
848
120.00
614.04
518.69
0.90
0.35
4.11
0.99
0.89
4.58
0.94
43 00 59.24
Upper
846
282.00
514.04
517.87
0.75
0.30
3.40
0.54
1.10
4.52
0.84
154.92 138.10
Upper
Upper
UPP�
Upper
632
832
832
832
28.00
52.00
45.00
84.00
3.02
5513.02 3.02
3.02
3:02
516.47
515.97
515.88
518.36
0.09
0.16
0.14
0.23
0.09
0.06
0,08
0.09
0.12
0.30
0,25
0.64
0.12
0.09
0.09
0.14
0.21
0.17
0.39
1.35
1.91
1.78
2.37
021
0.17
0.34
0.45
0.64
0.38
19.29 13.75
34.30 49.00
29.32 40.41
58,03 65.70
79.12 79.10
181.36 124.83
7.34 9.89
13.74' 28.37
Upper
832
120.00
516,67
0.29
0.12
0.80
0.18
0,51
2.73
Upper
832
513.02
517.88
0.42
0.18
1.47
0.28
0.89
3.48
0.74. 2.81
0 46 , 372
0.56 3.43
Upper
818
145.00)
514.01
515.24
0.74
2.61
3.54
Upper
818
514.01
514.69
0.60
1.75
0.36
4 14
399
431
413
4.12
2 62
330
3.18
U
816
514.01
515.59
0.86
2.25
022
0.70
0.22
11.55 18.61
Upper
618
514.01
518.10
0.87
0.35
0.32
0.30
0.45
0.27
3.76
- -- 305
2.541
128
1.76
0.95
0.68
30.84 56.06
06
818
120,00
514.01
516.50
0.74
0.89
0.88
0.75
56.25 55
UP w
818
282.00
514.01
517.61
0.63
0.51
1.15
0.'84
182.94 121.57
513.70
515.11
0.45
umw
801
2600
52 00
45 00
8406
1.28
8.21 11.28
U
8011
513.70
515.61
0.53
0.72
0.44
0.43
19.20 31.15
Upper
601
513.70
615.50
- 0.51
0.28' 1.62 0.78
026 2 10 0.59
0.27 2.15 0.54
0.38
0.36
0.63
0,75
16.03 28.01
38,71 50,31
59.2A 83.03
U
801
513.70
513.70
516.04
516.44
0.58
0.66
0.64
3,81
U
801
120 00
0.77
3.73

HEC -RAS Plan. UDReaehRev7 -14 River: Tanvard 9reneh Reach• llnf fr'.e -m- L c
Reach
I River Ste
0 Totel
MIn Ch_ El
W.S. Elev' . Sheer Chen Shear Total Power Chan Power Total
(ft) (Ib/eq ft) (ll * ft) (Ibtft s) ib/fts
517.53 0.65 0 32' 2 7P 0.82
515.14 0.09 009 0 1 1 0.11
515.64 0.16 0 09i 0 31 0 16
515.53 0.14 0.09 025 0.15
516.05 0.25 0.12 D.61 023
518.43 0.32 0.14 0.83 0 27
5f 7.48 .
0.53 0,23 2.08 0.44
515 36 088 066 3 62 2.64
51-,27 080 0.87 3 11 2.57
515 c3 t <.9 0,78 6 65'
51585 1 73 0.98 10.67 - 4.83
51684 209 0.85 15.35 3.28
514.75 -
0.40 0.40 1.08 1.08
0.20 1.19 0.40
515.9 o 0,40' 0.18 1.12 0.36
515.64 0.511 028 1.71 0.58
Val Left
Ve! Chnl
qvt ,)
4 26
Vel Right
(fvs)
0 91
Flow Area
(da)
(1t)
ids}
(eq R)
U
8Di
282.00
513.70
1.13
146.75
128.12
Upper
585
28.00
512.68
1.34
19.41
586
52.00
512.68
0.22
1.9.4
0.21
26.75
Upper -
585
45.00
512.68
0.17
1.78
0.17
25.85
24.77
Upper
MJPPer
Upper
Ur
-Upper
Upper
pPe
�r
585
84.00
b12.68
0.36
2.46
0.35
43.89
41.26
885
120.00
572.88
047
289
046
8218
56.97
565
282.00
512.88
0.87
3.92
0.70
143.74
95.74
1011
588
52.00
513.86
037
4.112
0.37
13,07
18.85
45.00
513.66
0,28
3.87
0.25
11.78
14.58
686
588
84,00
120.00
513.88
513.88
0.72'
5.18
071
18.52
23.17
Peer
Upper
Upper
Upper
-Upper
Upper
1.00
6.15
0.99
24.28
28.48
588
282.00
513,68
1.33
7.34
1.58
73.05
73.25
546
5546
546
28.00
513.E
268
- -
8.70
11.82
0.51
292
0.50
25.55
40.24
45.00
513.30
0.41
2.63
4.43
2138
39.06
84.00
513.30
0,78
40.31
44,OD
Upper
546
120.00
513.30
515,94
0.81
0.38
_ 2.34
OAD
_ 0.98
53.92
47.36
Upper
546
282.00
513.30
516.88
CO2
0.57
8.34
1.48
1.39
V5141.21
107.70
88.20
Upper
529
26.00
512.29
514.77
0.08
0.06
0.11
0.11
Upper _
529
52.00
512.28
515.31
0.14
0.07
0.28
0,10
0.25
..28
35.88
40.35
Upper
529_
45.00
612-291
515.20
0.13
0,08
022
_ _ 0.08
019
1,70
0.21
31.63
39.24
Upper
- -
629
84.00
51229
515.84
0.23
0.12
0,55
0.20
0.45
238
0.42
50.01
44.09
Upper
Upper
529
529
12000
282.00
512.29
515,93
0.32
0.18
0,93
0.33
0.62
2.88
0.58
63.18
47.28
512.29
518.84
0.89
036
3:08
0.88
1.03
4.43
0.92
_ _ _
114.88
67.34
-059, 1.88
0 26' 225
022' 208
Upper
508
26.00
51327
514.58
0.59
1.89
3.2D
8.13
10.50
Upper
509
52.D0
513.27
515.09
_ 0,64
0,78
0.36
3.57
0.47
17.84
38.04
Upper
509
45.00
51127
515.00
0.81
0.70
1.14
1.58
0,17
0.79
1.07
3.43
4.18
4.71
0.34
0.781
0.99
14,33
29.97
41.18
37.01
41.40
44.28
Upper
509
84.00
513.27
515.40
0.81
0 41' 3.38
508
12D.00
51327
515.88
0.98
0 53 4.80
0.901 Mao
Upper
509
282,00
513.27
518.47
1.63
3.09
1.88
8149
1.40
82.15
80.18
Upper
Upper
493
493
28,00
52.00
513.02
513:02
514.43
515A1
_ _ 0.45
0.48
0,45
0.17
1.28
1.50
7,28
0.45
0.16
281
3.15
0.45
8.28
19.51
11.32
42.21
Upper
493
45.00
513.02
514.92
042
0.28
1.23
0.67
0.38
2.92
0.38
17.32
22.82
U
U
493
4L13
84.00
120.00
513.02
513.02
515.3D
515.55
088
0.84
0.28
0.38
2.61
3.88
0,73
0.98
0.58
0.81
3.87
4.41
0.71
0.90
32.88
48.24
49.40
55.84

MEC -RAS Plan: UoRewhReV7 -1A Riwwr Ta-M lire...d, 13--h I I..-
Reeolh
U
River Sta
483
482
482
Q TOW
( )
262.Q0
2600.
52.00;
Nlir Ch EI
513.02
W.S. EIeV
(ft)
516 42
Shear Chan Sheer Total Power Chan
( e11 m (Iblaq R) (IbIR s)
1.23 0.58 7:OQ
Pow+K 7oW
Lb ft a)
1.81
VN LrR Vsl Chnl Vel Right
(ttls (Ma) (f 11's)
1.37 _ 5.70 1.21
Fkrrr Arne
( ft
104.41
Tap Wkilh
(ft)
81.12
51201.
512.01
514 47. 0.08 0,08 0.11
- - 515.05; 0.14 0.08 0.28
Upper
0.11
1.33
18.49
13.E
13.44
Upper
0.09
0.08
0.23 1.82 0.22
0.18 1.87 0.18
36.E
32.14
318.79
UPPa
482
45.00
512.01
51201
51201
512 -01
513.00
513.00
513.00
513.00
513.00
51100
514 96
515.35
515.80
518.44''
514.28
514.81
514.83
515.21
515.49
516.40
0.12 0.05 0.20
U
482
84.00
0.24 0111 D.58
0.18
0.40 2.42 0,37
50.00
51.41
U
482
12D.00
0.34 0.16 1.02
0.30
0.55 2.88 0.51
84.02
58.31
U
482
282.00
0.71 0.33 3.15
0.78
1.03 4.45 0.82
122.48
82.59
469
28.00
52.OD
45.00
84,00'
120.00
282.00
0.63 0.83 2.10
0.50 0.18 1.80
0,47 0.18 1.42
0.62 0.27 2.30
0.69 0.33 2.73
0.85 0.45 4.06
210
0.43
0.43
0.56
0.88
0.98
3,31
0.42 3.20 0.4.2
0.38 3.05 0.38
0.70 3.89 0,133
0.91 3.98 0.77
1.38 4.75 0.99
7.86
23.04
19.Q8
40,17
56.35
128.90
1D.30
49.94
42.03
82.13
67,73
92.79
Upper
489
fUpper
469
469
469
Upper
489
U
Upper
Upper
Upper
458
456
456
458
26,00
52.00
45.00
84.00
512.74 514.19
512.74, 514.86
512.74 514.80
51274 51514
512-741 51536
51274 51624
511 73 514.22
511 73 514.81
51173 514.82
51173 515.17
0,411 0.41 1.11
0.34 0.18 0.90
0.30 0,14 0.74
0.54 0.24 1.88
1.11
0.31
0,27
0.54
1 270
0.43 2.69 Q.42
0.38 251 0.37
0.83 3.48 0.82
9.64
26.60
23.52
37.82
11.58
38.87
35A9
Upper
458
120.40
49.58
0.74 0.33 3.09
0.79
0.80 4.18 0,79
49.93
58.87
U PPef
458
26200
1.05 0.46 5.59
1.17
1.28 5.31 1.06
116.94
92.53
Upper
444
28.00
0.08 0.08 0.11
0,11
1.31
19.86 13.95
_ 43.06 54.33
36.87 49.26
59.23 63.48
74.81 88.15
140.93 86.01
8.31 10.64
26 801 44,81
23.62' 40.61
37.13' 56.14
47AII 60.38
110.28 82,03
8.82 11.70
39.08 55.01
35.11 51.43
51.Q2 84.59
82.38 70.88
Upper
444
52 00
0.12 0.05 0.18
0.08
1,88 0.22
Upper
444
45.00
0.10 4.04
0.05
152 0.19
t6
444
84.00
_0.15
0.20 0.08 0.45
0.12
2 24 0.33
UPPe►
444
120.00
511,73
515.41
0.29 0.13 0.81
0.21
2 75 0.43
ffO.42
Upper
444
282.00
511.73
516.27
0.58 0,2.8 2.25
0.55
3.99 Q.eD
URPer
429
28.00
61272
514.05
0.56 8.56 1.76
1.76
3�78
U
429
52.00
512.72
514.80
0.36 0.16 1.01
0.30
2 0.42
U
429 _
45 .00
SM72
514.73
0,32 0.14 0.83
0.27
0.37 2.59 -- 0.37
Upper
429
84.00
512.72
515.01
0.62 0.26 2.28
0.58
0.63 3.70 0.63
U
Upper
UPP
Upper
Upper
U
UPS
429
428
4415
415
415
415
415
120.00
282.00
28.00
5200
45.00
84.00
120.00
51272
512.72
512.481
51248
512.48
512.48
512.48
515.18
518.07
513.94
514.79
514.72
514.99
515.16
0 -87 0.39 3.90
1.13 0,58 6.13
- 0.39 0.38 1.04
0.22 0.10 0.48
0.19 0.08 0.39
0.39 O.t7 1.17
0.58 0.26 2, 95
0.98
1.48
1.04
4.13
D.t1
028
0.60
0.88 4.48 0.78
1.41 5.44 1.07
2.85
0,41 2.21 Q.40
0.37 2.D5 0.38
0. 3.Od 4.58
0.79' 3.72 0.89

HEC -RAS Plan: UDReachRev7 -14 River Taman! Rrarvah Rn .h' 11- le'n..Ni ...Ae
Reach
RM_ r 84
415
Gt Tatal
WS)
282.00
IVf� Ch EI W.6. Efev
(-
512.48 516.06
r 9hsar Chan Shear ToGfE
{tblsq ft) {tlslaq 8)
0.79 0.38
Power Chan
(bM 8)
3.86
Pcwrer final Vd Le1t
{tbtR s ) {16rs)
0.76 1.23
0.09 0.01
Val Ci1nl
(lSPS)
4.82
1.29
Val S!F TOP Width
1t)
104.08
_4pper
404
52
0.10
0.09 0 oa l' 0.13
0.07 0.03 010
0.17 0.07 0 37;
0.2& 0.12 0 77
Q,64 0.24 2.09
16.07
Upper
Upper
404
aQ
611.47 514.80
0.04 0.24
1.48
0227 53.10 58.95
404
45.00
511.47 514.73
0.03 0.21
1.34
0.23 48.93 53.87
Upper
404
84.00
511 A? 515.01
0.10 0.38
2.10
0.40 65.59 65.29
Uppw
404_
120.00
511.47 515.18
0.19 0.51
2.70
0.47 77.15 71.54
Upper
404
282.00
511.47 516.05
0,44 0.94
3.90
0.71 153.30 103.65
U
U
U
Upper
U
Upper
391
391
391
391
391
�1
28.00
52.00
45.00
84.00
120.00
282.00
512.46 513.82
512.46 514.76
51246 514.86
512.48 514.92
512.46 515.04
512.48 515.93
0.51
0 21
0.19
0.40
0.67
0.90
0.51
Q. f0
0.09
0.19
0.31
0.43
1.52
0.47
0.37
1.29
2,64
4.37
1.52
0.13 0.44
0.11 0.38
0.31 0.64
0.65 0.85
0.93 1.30
299
2.19
2.02
3.05
3.96
4.88
8.71 10.92
0.39 40.28 5448
0.35 36.57 51.78
0.57 49.93 61.65
0.75 57.28 66.30
0.95 131.40 99.40
U
Upper
377
377
26.00
52.00
51216 513:77
512.16 514.76
0.27
0.10
0.18
0.04
0.80
0.15
0.38 0.15 2.24 _ 0.15 ,zoo 19.16
0.03 O.Ai 152 0.34 84.63 88.12
0.03 -- 0.37 1.42 0.31 58.48 83.01
0.07 059 2.03 047 81.65 100.90
0.13 0 r9
" 2 51 0.56 96.18 108.05
0.17 1 1 a 2 70 0.54 213.92 143.82
0.01 0.27, 11@ 0.07 22,85 21.82
0.23 73.44 86.42
0.01 0.24 108 0.21 87.55 80.52
0.04 _ 0.42 1.66 035 89,46 97.51
0.07 0.58 2.13, 042 102.76 104.70
0.13 1.00 2.581 0.43 217.54 14274
0.58 0.1Q 2.37 0.10 11.05 15.23
0.Q2 0.� 1.48 0.25 72.98 113.27.
0,02 0.38 1.39 0.23 65.24 105.86
0.05 0.57 1.98 0.35 93.62 _ 131.51
0.09 0.74 2.46 0.46 110.93 142.35
0.10 0199 2.36 0.64 282.44 176.56
UPt�
377
45.00
512.16 514.89
OM
0,03
0.12
UPPar
377
84.00
512.18 514.94
0.17
0.07
0.35
Upper
377
120.00
512.18 515,E
Q.25
0.10
0.84
U
377
2821-00
612.16 516.02
0.28
0.13
0.71
Upper
362
52.00
511.14 514.78
0.05
0.02
0.06
Upper
Upper
382
45.00
51114 51*80
0.05
0,02
0.05
362
84.00
511.14 514.93
0.11
0.04
0.17
Upper
382
120.00
511.14 515.07
0,17
0.08
0.37
Upper
Upper
U
U
362
343
343
343
343
343
343
282.00
26.00
52.00
45.00
64.00
120.00
282,00
511.14 515.99
512.13 513.89
512.13 $14.74
512.13 514.87
51213 514.91
0.23
0.31
0.09
0.09
0.16
0.24
0,20'
0.10'
0.25
Q.O3
0.03
0.08
0.09
O.iO
0.59
0.73
0.14
0.12
0.32
0.59
0.47
UPPa
U
U
U
326
26.00
"514
0,18
0.05
0.28
0.06 0.20
1.18
Upper
328
52.00
0.03
0.02
0.03
0.01 0.24
0.91
0.20 20.79 56.15
0.24 140.89 142.42
U
326
45.00
0.03
0.08
_ 0,01
0.03
0.02
0,08
0.00 0.22
0.01 0.35
0.84
1.24
0.22 130.93 138.88'
U
328
84.00
511.85 514.92
Upper
326
120.00
511.85 615.05
0.10
0.051
0.181
0.031 0.481
1.58
035 185.96 150.97
0,48 165.49 156.71

MEC -RAS Plan: UDReeahRev7 -14 Rh+wr- T... A Ft-h 12-k. i R _
Reebh
River Ste
0 To4tl
Min Ch El
W.S. Elev
Shear Chart
Shear Total
(ib/sq ft) _
0.07
Power Chan
(Iblft s)
0.24
Power ToFai
Vel LaR
)
(8}
L
( IEfeq h)
Vol Chnl
Vad R
Flaw Area
T W1�111
U
-
282.OQ
511.85
515.99
0.13
{la"Ite}
(fHe)
Urfa}
(fffe}
(eq ft}
(R
U _
U
U
U
Upper
U
314
314
314
314
314
314
28.00
52.00
45.00
84.00
120.00
282.00
510.84
510.84
510.84
510.84
510.84
510.84
_ 513.87
514.75
514.88
514.92
515.04
595.98
0.05
0.02
0.02
0.05
0.08
0.11
0,0?
0.01
d.01
0.02
O.m
0.08
d.05
0.02
0.01
0.05
0,11
0.21
0,08
0.85
1.91
0.67
349.OQ
191.48
O.flt
0.00
0.00
0.01
0,0?
0.04'
007
0.00
0.00
0.10
0.19
0.17
0.28
0 -37
0.58
0,20
0.72
0.20
1.03
0.79
0.73
0.10
0.18
0.16
32.OB
151.59
59.34
14233
141.68
138.80
1.11 0.28
_ 176.36
150,78
1.48 0.37
195.40
158.48
1.85 0.59
358.22
191.12
UPt 300 28.00 511.83 513.82 0.16 0.06 0.29
Upper 300 52.00 511.83 514.74 0.03 0.01 -0.02
1.79 0.20
20.54
58.25
0.84 0.22
158.90
184.17
Upper 300 45.00 511.83 514.67 0.02 0.01 0.02
0.78
0.20
147.49
159.81
U r
-
300
84,00
511.83
514.91
0.05
-
0.02
0.08
0.01..
0.02
0.03
0.02
Q.OD
O.flO
0.01
0.02
0.43
0.32
0.42
0.58
0.20
0.19
0.18
0.28
0.38
0.53
1.14
0.32
187.39
174.80
Upper 300 120.00 511.83 515.04 0108 0.04 0.12
Upper 300 28200 511.833 515.98 0.10 0.05 0.17
UPPef 288 28.00 511,53 513.82 0.08
1.48
!.
1.27
d.73
O.B7
1,02
1.32
1.83'
0.42
0.59
0,20
0.19
0.17
0.28
0.38
0.54
?09.27
182 38
A10.19
245.33
0.031 DAO
U 298 5200 511.53 514.74 0.02 0.d1
37.38
182.93
171.45
211.32
232.88
A39.27
79.85
185.37
181.37
17A.88
182.08
?44.88
d.OQ
Upper 288 45.00. 511.53 51447 0.02 0,01 0.01
Upper 28B 84.00 511.53 514.91 0.04 0.02 0.04'
Uri 288 12000 511.53 615.1 0.07 0.03 0.09
Upper 288 28200 511.53 516.97 0.09 0.04 0.15
Upper 270
Upper 270
MPLW 270
U 2TD
Upper 270
Upper 270
U 251
U 251
Upper 251
U 251
Upper 251
Upper 251
Upper 225
U 225
28.00
52.00
45.00
84.00
120.00
2B2.00
26.00
52.Oi1
45.00
84.00
120.00
282.00
28.00
52.00
510.52
510.52
510.52
510.52
51 .521
slo.-I
511.60
511.50
511.50
511.50
511.50
511.50
510.5D
510.50
513.83
514.74
514.67
514.91
515703
515.97 I
513.81
514.74
514.67
514.91
515.03
515.97
513.61
514.74
0.02
0.00
0.00
0.01
0.02
Q.03
0.08
0.01
0.01
0.02
0.03
0.08
0.02
0.02
0.01
0.00
O.Ot}
D.00
O,fl1
0,02
0.03
OA1 I
0.00
D.01
0.02
0.03
0.01
O DO
0.01
O.OD
0.00
0.0!
0.01
0:03
0.08
0.01 I
0.00
d.01
0.03
0.07
0.01
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.00
0.00
0.00
0.01
0.d2
0.00
0.00
P.16
0.12
0.1!
0.18'
0.24
0.38
0.23
0.16
0.14
0.22
0.28
0.44
0.�
0.15
0.85
4.14
73.04
153.73
0.37 O.iA
310.70
?14.47
0.33 0.13
295,72
2!0,74
0,53 0.21
347.44
223.38
0.89 Q.28
0.97 0.43
375.09
819.25
230.21
290,28
1.09 0.2'#
48.43
137.49
fl.S1 0.14
288,09
228,87
0.47 0.12
272.30
223.63
0.72 0.20
328.11
230.75
0.94 0,28
1.28 0.40
364.11
234.33
585,89
Z8Q.09
0.67 0,17
72,18
77.32
0.01
U 225 45.00 510.501 51A.87 0.01 000
0.88 O.i1
221.44
209.56
Upper 225
M !r- 225
84.00
120.00
510.50
BIU,501
514.90
515.011
d.03
0.081
0 01
OD21
0.01
0.03
0107
P.PO
0.13
0.82
d.1O
207.22
!99.33
0.00
0.22
0.99 D.1$
267.33
233.38
0.011
0.311
1.30 0.21
284.91
248.25

HEC -RAS plan: UpRerchReV7 -14 River. Tanvard Rm rh P. li I 1..,,e.
Reach
U
Rives Ste
225
9 TOW
( 1
282.00
W Ch El
(ft)
510.50
W.S. Elov
{1t
515.95
Shear Chen Shear Total Poww Chan
{16lsq ft) (bfeq ft) {bfft9)
0.08 0.04 0.13
Pow Total
{lblR•
0.02
VW Left
fUr i
0.48
Vd Chnl
(fllsi
1.62
Vsl R Flow Aroe
{Rte E ft?
0.37 524.94
Top Width
-
264.16
U 206
Upper 208
Upper 208
Upper 208
Upper 208
U 200
Upper 188
U 166
Upper 188
U 188
Upper 186
Upper 188
Upper 178
Upper 178
_
Upper 176 _
Upper 176
Upper 175
Upper 176
Upper 156
Upper _ 130
Upper 130
Upper 130
Jpper 130
Jpper i 30
Jpper f3D
Jpper
apper 0
-
Jpper 0
Jpper 0 --
Jpper __o
Jpper 0
Z6.Od
52.00
45.00
84.00
120.00
28200
3100
66.00
54.00
100.00
140.001
328.00
33.00
68.00
54.00
100.00
140.00
326.00
Culvert
33.00
86.00
54.00
100.00
140.00
328.00
33.00
66.00
54.00
100.00
140,00
326.06
_ 509.52
508.52
509.52
509.52
509.52
509.52
510.50
510.50
510.50
510.50
510.50
510.50
510.43
-510.431
51043
510.43
510.43
510.43
506.87
508,67
508.87
508.67
508.67
508,67
50740
507.19
507.19
507.19
507.19
507.19
513.61
514.74
514.67
514.90
515.01
515.95
513.80
514.74
514,97
514.90
515.01
515.94
513.56
_ 514.74
X14,87
514.90
515.01
516.96
510.28
510.83
510.67
511.11
511.48
513.54
5
509.93
509.78
510.22
510.47
511.20
0.01 0.00 _ O.dO
0.01 0.00 0.01
0.01 0.00 0.00
0,02 0.01 0.02
0.04 0.01 0.04
0.07 0.03 0.10
0.03 0.03 0.03
0.01 0.00 0.01
0.01 MOO 0.01
0.02 0.01 0.02
0.04 0,01 0.05
0.07 0.03 0.10
0.09 0.09 0,14
0.01 0.$1 0.01
0:01 0.00 0.01
0.01 0.00 0.01
0.02 0.01 0.011
0.03 0.01 0.03
0,67 0.67 2.65
1.32 1.32 7.62
1.08 1.08 5.43
2.24 2.24 17.23
3.13 3.13 29.27
4.62 4.62 57.65
0.55 0.26 179
0.51 0.24 1.61
0.64 0.33 230
0.74 0.38 2.67
1.02 0.46 4.83
0.00
0,00
0.00
0.00
0.00
0.01
0,02
OAO
0.00
O.00
0.01
0.02
0.14
0.00
0.00
0.00
MOO
0.01
265
7.62
5.43
17.23
29.27
57:85
0
0.48
0.65
0.79
1.08
0,09
0.13
0.12
_ 0.20
0.27
0.43
0.29
0.20
0.17
028
0.37
0.51
0.17
0.23
0.34
0.24
0.34
0.94
0.49 0.11 98.38
0.58 0.08 2,44.58
0,50 0.07 330.48
0.82 0.12 280.72
1.10 0.18 307.58
1.48 0.32 546.93
0.90 0.28 5187
0.61 0.10 293.34
0.52 _ 0.06 278.08
0.84 0.14 331.74
110 0.16 360.92
1.49 0.34 627,37
1.55 21.23
0.64 0.22 331.85
0.56 a.16 2.68
0.57 0.20 435.55
0.73 0.27 488.19
0.97 0.42 762.48
-
3.93 8.39
5.79 11,40
5.13 _ 10.54
7.71 12.96
9.34 14.98
12.47 26.30
0.28 12.64
0.67 33.7€1
3.17 0.56 26.27
3.58 0.92 50.74
3,89 1,13 67.69
4.75 1.691 148.071
81.27
20622
197.88
232.79
248.23
264.11
108.85
225.89
215,58
249.93
28i-i.51
305.63
151.35
274.99
271.08
284.28
290.67
333.14
_ 15.83
20.98
19.48
23.65
27.06
361,56
27.86
54.35
48,67
64.73
7 ,4.46
26

C�
N0
V1
C�
RENO
4�

Lower Design Stream
Reach 3 and 4
HEC RAS
River Statio
Design Stream
CL Station
Stream
Feature
Comment
15 +54
43 +06
Tie in
15 +30
43 +30
ER
15 +05
43 +55
CP
14 +80
43 +80
HR
14 +60
44 +00
ER
14 +40
44 +20
CP
14 +15
44 +45
HR
13 +95
44 +65
ER
13 +78
44 +82
CP
13 +55
1 45 +05
HR
13 +38
45 +22
ER
13 +25
45 +35
CP
13 +05
45 +55
HR
12 +90
45 +70
ER
12 +75
45 +85
CP
12 +55
46 +05
HR
12 +40
46 +20
ER
12 +27
46 +33
CP
12 +10
46 +50
HR
11 +93
46 +67
ER
U stream Culvert
11 +53
47 +07
CP
Culvert
11 +39
47 +21
HR
Downstream Culvert
11 +07
47 +53
ER
10 +90
47 +70
CP
10 +70
47 +90
HR
10 +55
48 +05
ER
10 +40
48 +20
CP
10 +20
48 +40
HR
10 +00
48 +60
ER
09 +85
48 +75
CP
09 +60
49 +00
HR
09 +35
49 +25
ER
09 +15
49 +45
CP
08 +90
49 +70
HR
08 +75
49 +85
ER
08 +65
49 +95
CP
08 +50
50 +10
HR
08 +35
50 +25
ER
08 +20
50 +40
CP
08 +00
50 +60
HR
07 +80
50 +80
ER
07 +68
50 +92
CP
07 +50
51 +10
HR
07 +30
51 +30
ER
07 +15
51 +45
CP
06 +95
51 +65
HR
06 +73
51 +87
ER
06 +58
52 +02
CP
06 +37
52 +23
HR
06 +20
52 +40
ER
06 +05
52 +55
CP
05 +85
52 +75
HR
05 +70
52 +90
ER
05 +58
53 +02
CP
05 +42
53 +18
HR
05 +25
53 +35
ER
05 +08
1 53 +52
1 CP
04 +90
1 53 +70
1 HR
I End of Reach 3
HEC RAS
River Station
Design
Stream CL
Station
Stream
Feature
Comment
04 +65
53 +95
ER
04 +50
54 +10
CP
04 +35
54 +25
HR
04 +15
54 +45
ER
04 +00
54 +60
CP
03 +85
54 +75
HR
03 +65
54 +95
ER
03 +47
55 +13
CP
03 +30
55 +30
HR
03 +10
1 55 +50
ER
02 +95
55 +65
CP
02 +80
55 +80
HR
02 +60
56 +00
ER
02 +45
56 +15
CP
02 +30
56 +30
HR
02 +00
56 +60
ER
07 +80
50 +80
ER
07 +68
50 +92
CP
07 +50
51 +10
HR
07 +30
51 +30
ER
07 +15
51 +45
CP
06 +95
51 +65
HR
06 +73
51 +87
ER
06 +58
52 +02
CP
06 +37
52 +23
HR
06 +20
52 +40
ER
06 +05
52 +55
CP
05 +85
52 +75
HR
05 +70
52 +90
ER
05 +58
53 +02
CP
05 +42
53 +18
HR
05 +25
53 +35
ER
05 +08
53 +52
CP
04 +90
53 +70
HR
04 +65
53 +95
ER
04 +50
54 +10
CP
04 +35
54 +25
HR
04 +15
54 +45
ER
04 +00
54 +60
CP
03 +85
54 +75
HR
03 +65
54 +95
ER
03 +47
55 +13
CP
03 +30
55 +30
HR
03 +10
55 +50
ER
02 +95
55 +65
CP
02 +80
55 +80
HR
02 +60
56 +00
ER
02 +45
56 +15
CP
02 +30
56 +30
HR
02 +00
56 +60
ER
01 +85
56 +75
CP
01 +70
56 +90
HR
01 +45
57 +15
ER
01 +30
57 +30
CP
01 +10
57 +50
HR
00 +80
57 +80
ER
00 +60
58 +00
CP
00 +40
58 +20
HR
00 +00
58 +60
ER

HEC -RAS Plan' Prop lower ineff River: Tanyard Branch Reach Lower
Roach
RKW S1a
0 Total Min Ch El W S Elev Shear Chan Shear Total Power Chan
We) (ft) _(ft) (IbIsq ft) (I5!&q R') (l6JR 6)
55.00 49710 49873 0.72 0 72 2.82
1 9iB 1 98 1230
190 DD 497 10 498 ,78 174 1 74 1000
163 -00 49710 489,39 1.03 0 -36 4.87
227001 497 10 499 54 1 26 0.49 6.68
51800l 49710 500.01 2.06 097 14.58
55.00 498.72 498.57 0.45 045 1.34
110001 496.72 498.96 - 0.16 0 07 029
90.(10 496.72Lower 498.97.-.- 0.10 005 0.15
16300 49672 499.19 0.18 009 035
499.40' 0 20 Oil 0.43
22700 496 r 2 _
518.00' 49672 500,07 031 0.20 0.88
55.00, 495.30 498.58 0.12 0.12 020
Power TOW
Vol Left
VIA ChW I
Vol Rift
Flow Area
Top Witt
(WR a)
Me)
ifti
(ft)
(sq ft)
(ft)
Lower
1554
242
3.66
6 21
T 574
-
4.731
5.31
708
_ 2.97
1,84
1.49
15.05
15,54
Lower
1564
12.30
17.72
_
18.21
Lower
1554
10.00
15.69
15,70
--
Lowe`
1554
0.98
118
0,43
61.43
11927
Lower 11554
140 1 541
3.46 2 60
1 34
007 0.75
0.04 0.61
0.10 1 0.89
0.13 1.04
0.61
80.04
128.85
Lower 11654
1.12
144.98
150.16
Loner
1530
18.51
115.92
Lower
1530
0,15
110,82
187.84
Lower
1530
0.131
112.47
169.18
Lower
1530
1 99
2 18
2.84
0 27 150.18
0 351, 1.30
059. 318,00
33.38
178.25
Lower
153D
184,29
Lower
1530
0.321
1.53
202.63
Lower
1505
0.20
1.65'
117.54
Lower
1505
110.00
495,30
498.93
0.12
0.05
0.20
0.04
0.55
1,67
011:
118.87
157.27
Lower
Lower
Lower
1505
80.00
495,30
49815
0.07
0.03
0.10
0.02
0.441
1.33
009!
021
0.28
122.47
159.72
1505
183.00
495.30
49915 0.15
49936. 0119
0.06
0.29
0.07
0.71
1,93
154,98
168,40
1505
227A0
495.30
0,08
0.40
0.10
0,87
2.17
191,12
173.26
Lower
1505
518.00
49530
5W O1_j 0,32
0.18
0.97
0.30
1.41
2.98
0,51
308.42
188.19
55.00 498.89 49833 070 0.70 2,52
110.00 496.69 498 69 0.79 0.33 3.14
90,00 496.69 498 43' 1.51 1.51 1 8.10
163.00, 496.69 498.88 095, -- 0.401 4.24
227.00 496.69 49908 1 07 0.47, 5.17
518.00 498,69 499.72, 133 0 66 7.61
55.00 496,35 49821 0.44 0.44 1.30
110.00 498,351, 49866 033 0.13 0.90
90 00 498.35 496 53 _ 0.34 0.12 0.90
I63 00 498.498 84 0.43 O, i7 1.35
227.00 496.35" 0.50 0.21' 1.73
499 04 --
51800 49635 499,68 030 0.38 2,97
55 00 49494 498 23 0.12 0,12' 0,19
- -
110.00 49494 49863 0,17 0.08 0.38
- 494 94 498.51 0.15 D.05 0.29
9000
163.001 49494 498.80 0,27 0.08 0.69
162
Lower
1480
2,52
15.21
55.18
Lower
1480
0.74
0,92
3.99
49.31
98.77
Lower
1480
8.10
5.37
4.48 0.33
4.86' 058
5.73 1.22
18,75
87.05
Lower
1480
0.94
1.21
70.20
119.97
Lower
1480
1.12
1.43
95.94
138:82
Lager
1480
1.72
1.98
199.211
183.50
Lower
1460
1.30
2.95
18.88
80.22
Lower
1480
0.16
0.18
-
0,78
2.69
0.28
78.88
140.04
Lower
1480
0,71
2.67
0.19
81.48
125.78
-
Lower
1480
fl. Z7
0199
3,13
0.38
108.38
180.04
Lower
1480
0.35
1.17
3.44
0.50
140.14
17929
Lower
0.70
1.85
4.25
1,00
284.81
209.89
Lower
Lower
Lower
Lower
Lower
1440
1440
0,19
1.64
- -
33.58
9165
75.43
115.74
145 63
25858
88.56
0.07
0.52
2.05
0.15
137.35
�-
123.85
•
1440
0.08
0,44
1.91
0.10
1440
013
0.73
2.58
0.25
155.25
1440
227.001_ 494.94 498.98
519.00 494.94 499.57
0.38
0.13
1.09
0.20
0.92
3.02
0.35
174.94
Liver
1440
0.85
0,28
272
0.571_
1,50
4.20
0.79
204.55

HEC -RAS Plan: Pro lower IneB River Tanyard Branch
Reach Lower (Continued)
Val Right
Flaw Area
Top Width
Reecfi
(rare)
RKW SU
Q Total I
Min Ch El
W.S Elev,
Shear Chan
Shear Total
Poww Chan
Power Total
0.83
3.09 0.23
_3.23 008
3.96 037
4 50 0,52
535. 1.05
87.51
of ey
(ft) (ft)
(lblsq ft)
QbJs t
tbrlt s)
(l6lR e)
Lower
1.41
1413
55.00
49632!
488,01
0.84
0.84
2.21
2.21
Lower
2 91:
485 0.17
293 0.25
1415
110.00
496.32;
498.51
0.45
0.18
1.39
0.29
Lower
441
> 491
1 62
- 2 704
1971
3.24
3.71
499
1415
90.00
496 32'
496.35
0.51
0.19
1.88
0.35
Lower
159.14
1415
163.00
496.32
498.61
0 72'
0.29
2.88
0.59
Lower
1415
227.00
49632
498.76
0.90
0.38
4.07
OA3
Lowry
74.64
1415
518 00
4%32.
499.37
1 16
0.57
6.19
1.40
1.10
105.50
188.34
0.69
3.68
1.30
135.86
176.85
55.00
49607
497.88
DA31
0.43
1.25
1.25
Lower
1395
Lower
2.91
1395
110.001
49601
498.07
1.15
0.21
5.56
0.79
Lower
2.59
2.79
2.98
363
161
2.06
1.89
1395
90.00
49601,
498.26
0.40
0.11
1.18
0.18
Lower
_0.751
1.24
0.20
0.12
1395
163.00
49601
498.38
0.87
0.27
3.79
0.62
Lower
1395
22700
49601
498.59
0.86
0.31
3.74
0.87
Lower
1395
518.00
49601
499.25
0.95
0.45
4.88
1.03
Lower
1378
6S.Q0
49460
497.91
0 19
i 0.19
- 0.12
0.12,
Lower
1378
110.00
494 60
498.15
0.31
0.06
0 84
012
Lower
1378
90.00
49460
49826,
0.16
_0.04
0.32
0,05
Lower
1378
163.00
49460
49834
043
0.12
1.40
0.22
Lower
1378
227.00
49460
498.52
0.55
0.18
2.05
0.34
Lower
11378
518.00
494.80
499.09
0.93
0.40
4.85
0.96
Lower
1355
49599
49710
0.80
0.60
2.02
2.02
55.00
Lower
1355
110.00
49599
496.08
0.42
0.16
1.25
0.24
Lower
1355
90.00
49599
497.81
1.27
127
6.35
6.35
Lower
1355
163.00
49599
49827
0.50
0.22
1.67
-
0.34
Lower
1355
227.00'
49599
498.45
0.80
0.28
2.18
0.47
Lower
1355
518.00
49599
499.01
0.88
0.47
4.11
1.01
Lower
1338
55.00
495.73
497.W 1
0.43
0.43
1.28'
1.28
Lower
1338
110.00
495.73
498.02
0.32:
0.09.
0.85
0.11
Lower
1338
90.00•
49573
497.91
0.32'
0.10
- -
0.82
0.12
Lower
1338
16300
49573
498.22
0.34
013
0.96
0,15
Lower
1338
227.00
49573
498.40'
O.W.
0.16
1.13
0.20
Lower
11338
51800
495.73,
498.97'
052
0.27
1.87
0.43
5500
1
494.321
497.64
0.11
0.11
0.18
0.18
_
Lower
1325
Lower
1825
110.00
494.32,
498 00
0.18
0,04
_ 0.36
0.05
Lower
1325
90.00
494.321
49790,
0.15
0.04'
0.28
0.04
Lower
1325
16300
494.32
498.19
0.24
0.07
0.57
Lower
1325
227.00
494.32
498.36
0.30
0.101
0.84
0.13
Larwr
1325
518.00
494.32
498.91
0.30
0.22
1.88
0.38
Val Loft
Vol Chnl 1
Val Right
Flaw Area
Top Width
(Noll
(rare)
Will)
(ea ft)
(ft)
-
3.47
15.85
80.16
0.83
3.09 0.23
_3.23 008
3.96 037
4 50 0,52
535. 1.05
87.51
125.75
0.74
49.08
10913
1.14
80.86
138.37
1.41
102.71
15253
2.00
210.13
194.97
043
0.57
2 91:
485 0.17
293 0.25
16.60
29.46
127.86
54.50
71 85
_ 10604
22670
3397
58.30
7450
8835
117.38
140.80
149.12
_
1 03
1.28
m 1 B6,
0.31
0.31
437
0.46
441
> 491
1 62
- 2 704
1971
3.24
3.71
499
0.58
164.28
0.96
,
0.21
021
0.41
0.37
200.47
19.02
152.68
158.29
0.80
159.14
0.85
164.97
1.58
1.04
215.95
183.36
3.38
18,26
73.80
0.21
2.96
0.89
74.64
154.76
4.98
18.05
82.91
0.48
3.31
1.10
105.50
188.34
0.69
3.68
1.30
135.86
176.85
1.27
4.67
1.88
243.79
210.36
2.91
18.87
76.39
0.32
2.64
0.72
92.50
215.82
0.21
0 56
2.59
2.79
2.98
363
161
2.06
1.89
0.88
70.37
171.31
0.86
137,40
225.09
0.99
179.03
23335
25929
83 19
215131
170.42
_0.751
1.24
0.20
0.12
1.38
319.43
0.45
028
34.12
105.34
85.08
0.391
2.42
0.61
147.02
223.77
0.571
277
0.781
165.36
231.43
1.091
3.701
1.211
318.78
1 256.32

HEC -RAS Plan, Prop bwer ineff River Tanvard Broach Rnach l -evronr 1f'.rwMm.,eA1
Reach
River Ste
fat fs)
Min Ch El
495.71
W.S.
ft n Shear qft) 9
_
0.57 0,57
PowarChan
Power ToW
Vol Left
Vol Chni
Vol Right Flaw Area
Top Width
t)
t�+it
ceW ft)
00
Lower
1305
55.00
497.45.
1.86
1.88
3.29
3.27
3.10
_
16.71
80.98
Lower
Lower
1305
1305
110.00
90,00
495,71
495.71
497.88
497,77
0.51
0.47
0,18
0.17
1.88
1.46
0.25
0.29
0.24
0.12
0.8.2 88.78
0,72 52.68
180.53
115.75
Lower
Lower
1305
1305
183.00
495.71
495.71
495.71
498.07 0.57 0.18
498.28 0.57 0.22
498.83 0 6� 0.34
34
497.88 0 21 0 08
497.781 0.18 008,
498.08 0.28 0.10
498.24 0.34 0.14
_ 498.78 0,54 0.27
1,99
2.07
0.28
0.33
0.53
_ 0.78
3.53
3.61
0.99 105.65
1.13 148,04
218.25
228.91
Lower
1305
-227.00
518.00
1 0,00
90.00
2.84
0.82'
1.34
4.14
1.83 283.73
252,68
Lower
1290
0.32
008
0.04
0.25
1.86
218
0.49 5248
0.71 104.88
100.87
167.25
Lower
1290
-
496.45
II
! - 0.45
0 37'
0 71
OW
2.03
009
008'
0.12
018
0.48
Lower
1290
495.45
495.45
495.45
495.45
0.20
2.01
0.83 89.28
145.70
Lower
1280
163.00
0.40
254
O.B9 140.84
217.87
LCNW
Law ar
12DO
1290
227.00
5.00
0.58
1.13
2.85
3.74
1.04 180.04
1.48 309.53
225.71
250.48
55.00
494.04
497.48
0.07
0.03
0.09'
0,02
0.25
1.26
0.27 70.48
107,16
7L:e,
11000
90 00
183 00
227 00
518.00
494.04
494 04
494.04
494.04
- 494.04
497.88
0,07
0.02
0,10
0.02
1.37
1.36
0.38 130.03
1 WA 3
497.78
0.07
0.02
0.10
0.02
1.19
1.34
0.38 111.81
188.52
P715
498.08
0.08
0.03
0.12
003
1.58
1.48
0.44 167.91
218.83
498.24
498.77
0.09
0.13
0.03
0,06
0.14
025
0,04
0.08
1.80
2.57
1.55
1.90
0.49 208.79
0.87 33129
225.01
24979
Lower 1255
55.00
495.43
497.33
O.d1
0,41
1.16
1.18
2.84
19.35
16.81
Lower .1255
110.00
495.43
497.88
4.88.
0.15
2,51
0.33
0.31
_ 377
0.88 52.04
558.83
Lower 1255
90.00
495.43
497.54
0.87
0.13
2.5'3
0.35
0,20
3.75
0.41 34.01
378.54
Lower
Lower 11255
Lower
Lower
1255
1255
1240
183,00
227.00
518,00
55.00
495.43
495.43
495.431
496.19
497.89
498.12
498.70
497.30
0.85
0.57
0.85
0.25
0.18
0.19
0.32
0.05
2.46
210
2.88
0,57
0.31
0.30
0.59
0.09
0.56
0.78
1.32
0.12
3.81
3.06
4.09
2.28
0.96 93.76
1.11 145.09
1,58 281.97
0.25 33.79
607.19
831.80
640,50
321.45
Lower
1240
110.00
495.19
497.88
0.28
0.I i
0.72
0.11
0.35
2.54
D.t�B 91.83
579.31
Lower
Lower
Lower
1240
1240
1240
90.00
183.00
227.00
495.19
495.19
485.19
497.56
497.89
498.10
0.28
0.34
0.38
0.08
0.11
0.14
0.71
0.94
1.05
0.10
0.14
0.17
0.27
0,50
0.64
2,50
2.80
2.94
0.58 71.02
0.85 130.73
0.99 177.88
561.88
808.44
628,71
Lower
Lower
Lower
Lower
Lower
1240
1227
1227
1227
1227
518.00
56.00
110.00
90.00
183.00
495.19
493.78
493.78
493,78
493.78
498.66
497.32
497,68
497.56
497,87
0.53
0,08
0.15
0.13
0.21
0.28
0.02
0.04
0.03
0.08
1.97
0.11
0.29
0.23
0.50
0.45
0.02
0104
0.03
0.07
1.16
0.07
0.22
0.18
0.34
3,72
1.38
1.93
1,78
2.34
1.48 307.20
0.14 52.10
0.41 107.17
0.33 87.e1
0.59 143,58
838.50
388,28
578.47
582.05
805.84
Lower
z
Lower
1227
1227
227.00
518.00
483.78
493.78
498.07
498.81
0.27
0.47
O.OB
0.20
0.70
1 .89
0.10
0,32
0.47
0.98
3.84
3.61
0.76 186.98
1.28 319.97
840.70
648.08

HEC -RAS Plan: Prop lower Ineff River: Tanvard Branch Reach Lmm fCmifinuedl
Reach
Rhror Ste
C Todd
h1G► Ch El
W.S. Elan
8llsar Chen
Shear Total
Power Chan
Power Total
Vol Left
VIM C11n1
Vol Right
Flaw Arse
Top WkNh
Lower
1210
(ova)
55.00
(ft)
495.17
(ft)
497.22
(tea fill
0.30
(bfsq ft)
0.06
( _s)
0.74
(lbM s
0.11
(11re)
0,08
(ft)
2.48
Ovs)
0.18
(si ft)
26.65
(it)
179.29
Lower
1210
110.00
485.17
497.80
0.35
0.11
0.88
0,15
0.34
2.81
0,88
79.65
567.11
Lover
1210
90.00
495.17
497.47
0.36
0,10
1.02
0.15
0.28
2.81
0.58
5821
549.14
LawW
1210
f83.00
495.17
487.79
0.42
0.14
1.33
0.20
0.51
3113
0.90
114.41
594,86
Lower
1210
227.00
495.17
498.01
0.44
0.18
1.43
0.22
0.65
125
1.08
159.97
825.12
Lower
1210
518.00
495.17
498.54
044
0.31
2.63
0.57
1.22
4.09
1.80
282.32
833.13
220 0.04 25.82
327 0.57 55.50
2.54. 042 ° 46.96
3 13 0811 108.29
3 37 1 02 147.10
4 42 166:, 260.78
Lower
1193
55.00
4135.17
487,19
0.21
0.04
0.47
0.08
88.80
Lower
11193
110.00
495 „17
497.47
0.45
0.12
1.47
024
548,88
Laver
11193
90.00
495.17
487.39
0.37
0.09
1.08
0.17
537.79
LOW
1193
163.00
49517
497.72
0.41
0.12
127
0,18
0.42
584.18
Lower
11'9;3
227.00
495.17
497.82
0.48
0.14
1.54
0.22
0.57
613.79'
Lower
1193
518.00
495.17
498.42
0.74
0.31
326
0.62
1.15
831.35
Lower
1153
Culvert
Lower
1139
55.00
494.32
496.35
0.23
0.03
0.53
0.07
2.29
0.08
28.10
129.38
lower
1139
_ 110.00 494.32
9000 494.32
163.00 494.32
22700 494.32
51800 494.32
498.90
0.24
0.09
0.80
0.12
2.48
_
0.62
83.72
580.90
Lower
1139
496.77
0.22
0.07
0.52
0.08
2.34
0.51
6GA7
549.02
Lower
1139 _
497.12
0.23
0.08
0.55
0.09
0.38
2.39
0.75
142.70
576.20
Lower 1139
Lover r 1139
Lower 1107
Lower 1107
Lower 1107
Lower 1107 _
_
497.32
0.29
0.12
_
0.80
0.15
0.49
2.74
0.94
177.32
585.77
497.1
49616
49676,
496.60'
496.84
0.54
0.25
2.09
0.44
0.81
3.85
1.57
291.09
614.21
55.00
494.32
0.46
0.46
1.38
1.3B
-
3.00
18.31
16.355
110.00
494.32
494.32
0.41
0.12
1.23
0.18
0,36
3.02
0.53
77.74
283.14
90.00
0.44
0.11
1,34
0.19
0.28
3.07
0.42
53.81
204.58
18K3.00
494.32
0.54
0.18'
1.90
0.28
0.54
_ 3.53
0.73
107.80
3 .03
Lower
1107
227.00
484.32
497.101
0.67
0.25
267
0,42
0.74
3.99
0.92
I.55
138.47 441.19
22921 804.80
33 34 18.85
94 GS I 288.12
71 83 214.38
123.48 378.70
Lower
1107
518.00
494.32
487.57
1.23
0.58
6.83
1.31
1.43
5.81
1.65
2 07
1.97=
259
3.07
4.50
Lower'
1090
55.00
49291
496.19
0.121
0.12
0.20
0.20
0.06 020
0.05 0 1$
0.10 0 32
0.15; O4S
0.57 1.06
2 34
0.65 0.48
3.93
059 087-
0,7811 1 12
Lower
Lower
Lower T
Lower
Lower
1090
1090
110.00
492.81
498.78
0.17
0.05
0.38
90.00
163.00
492.91
492 81
488.61
496.93
0.16
0.27
0.04
0.07
0.32
0.69
4040
1090
1030
1090 -
22700
49291
497.08
_ 037
0.10
f.12
165.15
475.11
518.00
55.00
492.91
484.30
497.51
485.97
0.75
0,88
0.28
0.66
3.38
2.34
1.44
257.48
835.14
Lower _
1070
3.53
15.58
15.67
Lower
1070
110,001
494.30
496.431
0.98
0.20
4.45
4.53
_
0.45
33.99
133.81
Lower _
1070
9O.W1
494.301
496.30
0.81 I
0.81 1
3.93
4.30
20.94
16.99
Lower
1070
183.00
494.30
496.88
_ 0.91
0.25
4.05
4.48
0.95
70.37
251.55
Lower
1470
227,00
484.30
831
Imt
0.331
5,201
4.91
1,25
95.88
335.73

HEC -RAS Plan: Prop lower Iroff River. Tanvard Branch Raarh i nwar rcnnfini LmAl
RaFOh
Riwr Ste
0 Total
Min Ch 'EI
W S Elev
T Shear Chaff Shear ToW
-- (Iblerl fi) (ib/sq ft)
1 00,i 0.42
Power Chan Power Total
W Leff
Vel Chnl
Vel Right
Flow Area
Top Width
ft)
(-
(ff)-__
(bh Tt a) (lb/[t a)
(fire)
(tds)
(fits)
a
Lowrar
1070
518.00
494.30
-
497.40
49587
496.49
5.001 0.99
1.74
5.00
1.77
221.45
597.23
Lower
1055
55.00
494.04
- -- 0.47
_ d_34
0.40
0,47
t.4f 1.41
3.02
18.22
79 97'11
54151
132 11
24196
16.33
554.08
Lower
1055
110.00
4G4.041
0.11
0.93 0.15
0.321
2.75
0.88
Lower
1055
90.00
494.04
496.31
498.80
0.11
1.17 0.18
0.28
293
0.56
536.11
- 588.15
�.
1056
10555
494
0,17
1.B2 0.2'7
047
374,
4,83
1 g
-
1.84
Lower.
227,00
494.04
0.59
0.91
0.22
0.40
2.21 0.38
4.42 0.85
0.64
1.19
584.9D
-- 5� -00
494.04
497.31
633.05
Lower
Lower
Lower
Lower
Lower
Lower
1040
1040
1040
1040
1040
55.00
110.00
90.00
183.00
727.00
492.63
492.83'
492,83'
492.63
492.83
495.91
498.49
496.32
496.82
498.78
0.12
0.15
0.15
0.24
0.33
0.64
0.12
0104
0.04
0.07
0.11
0.28
0.20 0.20
0.29 0.04
_ 0.29' 0.04
0.60 0.09
0.95 0.14
0.28
0.20
0.41
0.58
1,&5
1.83
i.91
2.47
2.90
0.40
0,31
0.58
0.77
33.34
111.59
80.96
137.17
169.55
18.85
588.61
574.91
599.34
612.15'
1040
518.00
55.00
492.63
49402
497.25
2.88 0.49
1.101
4.17
1.37
278.94
15.55
832.55
15.67
Lower
1020
495.69
0.88
1.24
0.06
0.19
235 235
6.22 0.79
3.54
Lower
1020
110.00
4N 02
49402
496.08
0,24
5.03
0.28,
26.26
20.54
194.05
16.89
Lower
1020
90.00
495.99
0.95
0.92
0.95
0.26
4 18' 4.18
412- 0.57
5,34 0.79
4.38
Lower
1020
183.00
494 02 496.37
494 02 498.52
49402 496.91
493.71 49555
49617
493.71 495.97
493.71 496.32
493.71 496.43
0.65
4.49
0.98
75.27
572.14
Lower
1020
227.00
1.08
0.35
0.87
4.94
1.28
2.20
101.50
183.10
58615
828.27
Lavror
1020
618.00
1.77
0.70
11,61 1.89
1.56
6.55
0,48
0.48
-1.38 1.38.
2.99
0.83
0.55
18.38
97.78
51.83
18.37
653.32
532.18
Lower _
1000
1 0.00
0.28
0.07
0.74 0.08
0.38
2
Lower
Lower -
1000
90.00
0.42
_ 0.11
-55
1.26 020 026 3.00
1.00 0.13 0597 2.84
1.44 0.21 079 3.24
- - 2.58 0.53 136. 402
_ 0.18 0.19' 1,64_
0.24 003 5.30 81
0.29 003 0.20 1 90
0.43 0 05 0.48 2.21
0.76 0w 10 0 63 269
2.07 n 313 1.18 3.82
1000
163.00
0.35
0.11
081
135.96
658.32
Lower
1000
227.00
0.45
0.64
0.15
0.30
1.00
188.32
858.68
Lower
1000
518.00
493.71
496.9(}
1.50
289.33
868.02
492.30
442.30
49230
4.9230
49559
49616
495 99
496,30 _
Ix r
Lower
985
55.00
0.12
33.5-2
18.90
985
110.00
' -0.12
O.t3
_
_ 0,15
0.19
b,03
0.37
131.09
853.27
Lower
965
90.00
0.03
0.30
86.55
843.88
W6102
858.10
888.73
Lower _
985
163.00
0.05
0.52,
166.03
Lower _
Lower
985
727,00
492.30
496.41
0.28
=
0.09
0.89
192.84
985
518.00
492.30
496.84
0.54
0.22
1.22
305.99
Lower
Lower
Lower
Lower
Lower
960
960
980
960
980
55.00
110.00
90.00
183,00
227.00
493,88
493.68
493.68
493:58
493.88
495.38
495.63
495.62
496.12
496.22
0.65
1.48
1.01
0.85
0.78
0.65
1.48
1.01
0.12
.18
- -0.181-
225 2.25
8.08 8.08
4.52 4.52
2.49 0.19
3.28 0.24
0.50
077
3.49
5.45
4.49
3.82
4.21
0,93
1.14
15.75
20.19
20.05
102.37
138.96
15.72
16.81
16.78
752.11
754 .4D

HEC -RAS Plan Prop lower ineff River Tanyard Branch Reach Lower (Continued)
Reach
River Sta
960
Q Total
(cfs)
518.00
Min Ch El W S Ell
R) (ft)
493.68 496.781
493.32 _49520.
493.32 495.78
49332 495,85'
493.32 495.94
493.32 496.11
493.32 498.70
49111 495.22
Shear Chan
(Ibtsq ft)
0.52
0.42
0.26
0.28
_ 0.32
0.35
0.43
0. i2
Shear Total
Power Chen
v(Iblft S)
1.87
1.23
0.62
0.69
0.85
100
1.46
- 0.19
0.29
Power Total
(lblft s)
0.33
Vol Left
Vol Chril
R1a)
3.60
Vol R%M
- (R!e)
1.30
Flow grey
(sq ft)
337.15
Top WkM
(R
785.52
(Ill R)
(fus)
Lower r
0.21
124
55.00
110.00
90.00
163.00
227.00
518.00
55.00
2.89
19.01
16.53
624 85'
611.21
Lower
935
0,42
1.23
0.08
0.08
Lower
935
0.07
0.45
2.41
0.801
105,52
Lower
935
0.07
0.37
2.47
0.52
78.97
Lower
935
_ 0110
0.13
M22
0.12
0.12
0.61
2.70
078
143.88
643.21
Lower
935
0.16
0.78
288
0:92
186.89
65224
Lower
Lower
Lower
935
0.34
1.21
3.35
1.31
338.63
683.99
915
0.19
1.82
33.96
-- -19.02
915
110.00
491.91
495.75
- _ 0115
0.04
0.04
0.29
1.93
0.39
115.48
820.18
Lower
915
90.00
491.91
496,64
0.14
0.03
0.25
0.03
0.21
1.82
0,31
91,20
608.53
Lower
915
163.00
491.91
495.90
0.23
0.06
0.54
0.07
0.43
2.38
0.58
148.93
637.71
Lower
915
22700
- 491.91
496.05
0.29
0.09
0.81
0.11
0.58
2.75
0.73
188.84
651:03
Lower 1915
Lower 890
Lower 890
Lower .890
Lower 890
Lower 890
Lower 890
Lower $75
Lower 875
Lower 875
Lower _875
Lower 875
Lower 875
Lower 865
Lower 865
Lower 865
Lower 865
Lower 855
Lower $6S
Lower 850
518.00 491.91 496.63
5500, 493.29 495.01
11000 493.29 495.44
90 00 493.29 _ - 495.35
16300 493.29 495,87
22700. 493 -29 495.90
518 00; 49329. 496.54
55,00 493 -09 494.91
11000 493, 09 495.41
90.00 493.09 495.33
0.44
0,191
1.52
0.29
1.07
3.47
1.18
334.15
662.51
0.59
0.59
1.97
1.97
3.35
16.41
15.88
0.89'
0.17
3,88
0.45
- 0.28
4.33
0.55
0.27
0.94
1.11
40.19
27.78
85.91
137.35
429.01
212.83
810.89
838.37
0.78
0.13
3.13
0,43
0 15
4.01
0.79
0.21
3.31
0.39
0 -65
4AS
0.67
0.22
281
0,36 084 3.92
0.49 1.30 3.88
1.48 9.08
__. .
0.30 p -33 3.35
0 23 0.26' 3 10'
11, 54 0,46 406
0.91 063 480
- 2 74 121' 688
0.20 1 65
0.59
0.28
228
1.46
299.78
860.86
0.48
0.48
-. 1.48
_
069
054
1.02
17.95
16.27
U1
0.16
1.72
139
2.97
4.80
13.11
58,73
527.61
0.45
0.73
0.12__
0.25
48.38
522.72
183.01] 493.09
- -. 227.00 493.09
51800 493.09
55 00 491.88
110.00 491.68
495.55
495 68
77.35
535.97
1.00
0.38
1.35
94.E
543.28
4$8.10
1.91
0.84
2.41
159.55
567.94
49495
495 44
0.12
0.12
0,20
0.40
0.31
3319
84.05
71.79
18.84
563,28
550.15
0,21
0.18
- 0.33
-0.47
0.05
0.04
0,46
0.32
0.07
0.05
0.191
0.15
2.23
1.98
90,00
491.88
49536
49558
495 70
496.14
163.00
491.68
0.08
0.93
0.12
0.33
2.85
0.61
109.85
599.12
227,00
491.66
0,13'
1.62
0.22
0.49
3.45
0,83
135.36
613.94
518.00
491.68
0.69
0.63
0.311
0.83
4.33
2.20
0.67
2.20
1.09
4.87
3.47
1.51
241.25
15.87
652.88
15.75
55.00
493.07
494.76
Lower
850
110.00
493.07
495,23
0.75
0.16
299
0.34
0.54
3.98
0.56
52.22
580,84
Lower
850
90.00
493.07
495.07
0189
0.14
3.78
0,51
0.28
4.23
0.02
24.68
132.88
Lower
850
183.001
493.07
495.40
0.83
0.24
_ 3.53
0.46
0.79
4.26
0.91
64.85
596.41
Lower
850
227.001
493.07
495.56
0.891
0.30
4.021
0.58
0.981
4.50
1.17'
117.34
610.77

HEC -RAS Plan: Prop lower ine?f River: Tanyard Branch Reach Lower (ConLnued)
Reach
Lower
Lower .835
Lower
Lower
Lower
Lower
Lower
Lower
Lower
Lower
Lower
Lower
Lower
hLower
Lower
Lower
Lower
Lower
Rives sta
850
835
835
835
835
835
820
820
820
820
820
$20
600
800
800
800
800
O TOM
WS)
518.00
55.00
110.00
90.00
163.00
227.00
518.00
55,00
110.00
90 00
16300
227 OC
51800
55 00
110.00
90.00
183.00
227.00
51800
55 OC
11000
90 00
163.00
227.00
518.00
55.00
110.00
9000
16300
22700
`? I; 00
{` 00
110.00
90.00
163.00
MIM Ch El
(ft)
49307
492 81
492 81
492.81
492.1911
49261 !
492 81
49140
491 40
491 40
491.40
491.40
491.40
49279
492.79
492.79
492.79
492.79
49279,
492.53
492.53
_
492.53
492.53
492_ 53
492.53
49112
491 12
491 12
49112
491 12
491 12
492 -51
492.51
49251
492.51
W S Elev
(ft)
498.07
49467
4$5.27
49511
49542
495 57
496.06
494.70
495.25
465.11
49518
495.52
495.95
494.50
49488
49480
495.17
495.29
495.84
494.36
4_94.95
- 494.81
49510
49525
49577
.
49440
494 951
49481.
49507
49521
495 69
494 20
494.61
494.49;
494.851
Shear Chan Shear
(lblsq ft)
1.07
0.44,
0.26
0,33
033
0 38
0.53
0.12
015
0 15
0,241
0321
s 0 61
0,601
JAY71
0.90
080
098
0.89
0.47
0.29
0.34
0.39
0.45
0.63
0.12
0118
0.15
0 -25.
0.34
0.62
0.83
1A)
0.95
0.8131
Total
(lblsq ft)
0.47
0.44
0.07
0.07
0.10
0.13
0.22
012,
004
003,
0.08
0.09
0.21
060
021 !
020
020
028
035
0 47
0.09
009
01.3
0.17
027
0.12
0.04
0,03
0.07
0,10
0.2i
0,83
0.17
0.951
0.241
Power Chan Power Total
(Ibtft a) - (lb/ft s)
5.47 1.03
1,30 1.30
0.64 0.08
0.90 0.10
0.90 0.12
1.12 0.17
1.85 0.36
0.19 0.18
0.31) 0.03
0.29 , 0.03
0.57 0.07
092 0.121
245 0.36
203 203
506 075-
3 84 0 -84
337 03.38
461 057
4 21 070
1.41 IA11
0.74 0.10 �
_ _
- 0 92 011.
114 016
1 48 - - -0.23
2.51 0.47
0.20 0.20
0.30 0,04
028 0.03
0.61 - 0.08
0.98 0.14
2.52 0.40
2.18 2.18
4.57 0.50
4.141 4.14
3,751 0.47
Vel Left
(fvs)
1 51
_
0.45
0.33
0.63
0.78
1.21
0.29
019
045
061
1 11
022
0.03
0.64
0.91
1.41
0.47
0.40
0.64
0.79
121,
030
023
0.44
059
1 06
0.37
0.72
Val Chnl
5.13
295
243
270
2.75
2.98
3.68
1.83
1.94
1.91
2.43
2.87
4.04
338
471
4.27.
4.21
4.71
471
3.02
254
2.71
2.97
327
400
164
1.95
1,88
2.48.
293
_ 4.09;
345
4 56
4.3_7
4.35'
'Val RW
1.80
0.61
0.55
0.79
0.95
1.41
0.38
0,28
0:52
0,67
1.18
0.45
0.05
0.981
1,221
1 68
- -
0.81
0.52
0.82
1,01
1.51
0.39
0.30
0 -56
0.75
1.32
0.47
023
Flow Area
Top WkM
ASK ft)
(ft)
234.79
851.36
18.67
16,44
102.57
632.14
87.62
613.31
138.89
650.21
668.97
721.16
179.48
323.22
33.81
18.66
115.30
630.23
- 83.21
612.85
148,91
64616
181.25
662.37
306.77
714.58
16,27
15.85
31.18
274.46
21,40
80.62
83.95
110.58
258.25
620.93
834.94
Lower
800
701.07
Lower
780
18.22
16.33
Lower
780
98.01
.
805.99
_Lower 780
Lower 760
Lower 780
Lower 780
.
Lower 768
Lower 768
Lower 768
Lower 768
Lower 768
_ 7
Lower r 66
Lower 750
Lower 750
Lower 1,750
Lower 1750
68.18
590.14
128.60
621.56
164.86
838.71
302.63
694.92
33.48
113.15
18.89
80.5.95
591,42
86.44
140.54!
_ 172.64
295.98
15,92
37.49
819.88
635.12
888.28
_
15.76
386.47
20.811
16,81
81.841
566,82
Lower 1750 -A 22700 4M.51]__.= 494.991 1.011 0.321 4.831 0.861 0.951 4.781 1.221 108.511 611.38

HEC -RAS Plan Prap dower sneff River Tanvard Branch Reach: Lower (Continued)
Reach
River Ste
750
Q Total
(Cfs)
518.00
Min Ch El
A
492.51
W.S, Elev
Shear Chart
Shear Total Power Chan
(lWoq ft) (Ibtft s)
0.39 4.56
0.45 1 35
0.08 0.90
0.08 0.82
Pourer Total
(lb)ft s)
081
1.35
0.08
Vol Left
Vol ChM
(ms)
VOW Right
ift/s)
Flow Area Tap Width
(sq it) (ft)_
252.01 ' 674.39
(1t)
(lblsq ft)
fts) -
1.38
Lower
495.58
494.07
494.E
0.94
045
0.25
4.84
1.74
-
Lower
730
55.00
492.22
2.98
18.48
16.39
Lower
730
110.00
492.22
0.48
2.38
0.BD
105.32
602.03
Lower
730
90.00
492.22
494.521
0.31
0.10
0.40
2.81
0.52
72.76
586.98
Lower
730
183.00
492.22
494.80
0.38
0.13
1.11
0,17'
0.64
294
0.82
128.73
812.19
Lower
731)
227.00
492.22
494.96
0.44
0.17
1.43
0.23
0.79
3.24
1.01
164.42
826,81
Lawler
730
518.00
492.22
495.51
0.80
027
2.38
0.47
120
3.94
1.51
302.88
676.22
LOW
715
55.00
490.81
494.10
0.12
0.12
019
0.19
1.64
33.59
18.92
Lower
715
110.00
490.81
494,67
0.14
0.04
0.28
0.04
0.30
1.87
0.39
119.72'
601.54
Lower
715
90.00
490.81
494.52
0.14
0,03
0.28
0.03
0.23
1.84
0.31
88.91
_
587.38
Lower
715
163.00
490.81
494.77
0.24
0.07
0.60
0.08
0,44
2.47
0.57
139.85
610.20
Lower
715
227.00
490.81
- 494.92
0.33
0.11
0,97
0.14
0.59
2.92_
0.76
171.12
823.18
Lower
715
518.00 490.81 495,43 0.59 0.23 238
55.00 492 20 493 89 0.63 0.63 2.17
-- -
110.00 49220 49-422 1.28 0.16 6.53
90.00 49220 49420 0.91 0.91 3.91
183.00, 492 20s 494.54 0.87 ` 0.24 3.78
227.00 49220 494 74 0.82 0.28 3.57
518.00 49220 - 495.31 0.90 0.39 4.30
55.00 491 90 49374 0.46, 0.46 1.38
11000 49190, 49431 0.32 O.D9 0.87
9000 491 90 494.21 0.31 0.08 0.82
113,300 491 90 494.53 1 0.32 010 0.69
22700 49110 494,731 0.33 0.11 0.93
518.00 491.90 495.29 0.38 0.18 1.22
55.00 490 49 49377 0.12 0.12 0.20
110.00 490.49 494.30 0.16 - 004 0.32
90.00 49049. 494.21 0.14 0.03 0125
163.00 49049 494.51 0.20 0.05 0.45
22700 49D.49 494.70 0.24 0.07 0.58
516.00. 490.49 495.25 0.35 0.13 1.09
55.00 491.88 493,55 0.85 0.65 2.30
0.401
1.05
4.01
1.32
298,33
668.89
Lower 695
Lower 695
Lower 695
Lower 695
Lower 695
Lower 695
Lower 673
2.17
3.46
-
15,95
15.77
-
0.72
0.16
5.10
0.22
24.98
-
255.18
3.91
429
2027
16.99
0.49
0.72
4.36i
80.90
590.39
_ 0.53
0.91
1.37
4.33 1,18
4.75 1 74
12D.65
608.21
0,81
252.85
868.42
18.32'
90.58
16.38
811.03
1.38
3.00
Lower 673
0.11
0.44 2.68,
0.35 2.62
0.58 274
0.69 281
104 3.16
0.64
0.54
0.80
0.92
1.25
Lower 673
Lower 673
Lower 673
Lower 673
0.10
70,79
141.18
592.71
0.12
- 651.92
0.13
Y 195.51
889.46
0.22
381.47
754.53
33.45
112.23
18,88
628.28
Lower 658
Lower 658
Lower 658
Lower 658
Lower 658
Lower 658
Lower 637
Lower 637 1
0.20
144
0.04
0.2
1.98
0.39
0.03
0.22
1.62
011
92.27
613.83
0.05
0.42
2.25
0.55
162,79
881.32
0,07
0.54
0.91
2.47
3.11
0.68
218.49
892.38
0.17
1.07
396.85
1565
60.11
752.45
2.30
3.51
15,69
110.00
491.88
494.12
0,60
0.13
218
0.24
0.41
3.60
0.65
599.40
Lower
837
90.00
491.88
493.93
0.791
0.13
3.21
0.44
0,14
4.04
0.29
27 -49
339.24
Lower 637
Lower 637
163.00
491.88
494.43
0.40
0.12
1.19
0.15
0.82
3.01
0.83
12946
186.35
848.90
227.00
491.88
49464
0.371
0.13
1,111
0.18
0.73
2.97
0.94
883.12

HEC -RAS Plan: Prop lower Ir*ff River: Tanyard Branch
Reach: Lower (Continued)
RhW Sto
O Tote'
Mkr Ch EI
W.S. Ekv
ShOw Chen
Shaer Total
Power Chan
Power Total
_ Val Len
Vel Chni
Vel Right
Flow Area
Top W[dlh
( 518.00
(491.88
('
(Iblft s)
(lhtFi s)
(fUs)
1Us)
Rte)
(sq Ry
(R1
E::
837
495.20
1 41
0,28
1 08
3 31
1.29
367.25;
750 16
=0,43
56,00
491.81
493.44
.
142
1.42
3.03
18.18
16.32
LOwar
8744
110.00
491.81
495.03
1
1.71
0.?8
0,38
3,37
0.60
57.9+{
584.E13
Lower
820
9D. W
491,81
493.87
0.50
0.15
1.86
0.34
0.29
3.28
0.48
44.82
543.04
Lower
820
183.Od
491.8.1
494.29
0.56
2.01
0.28
0.83
3.81
0.80''
97.84
826.81
�LLower
820
227,00
491.61
494.49
0...82
2.39
0.33
082
3:88
0.98
137.03
858.80
awer
B20
518.00
481.81
495,04
0.83
3.88
0.68
1.32
4.88
1.38
275.29
741.96
Lower
605
�15500
490.20
493.47
0.12
0.12
0.20
0
1.85
33.28
18.83
Lower
605
490.2 0
494.08
0.19
0.05
0.40
0.08
0.30
2.15
0.33
89.75
805.28
Lower
605
9000
490.20
493.80
0.17
0.04
0.35
0,08
0.20
2.03
0.25
67.15
582.87
Lower
605
163.00
490201
494.29
0.25
OW
0.64
0.09
0.46
2.54
0.48
130.71
839.25
Lower
605
227.00
- -
490.20
494.48
0.33
0.10
0.98
- 014
0.61
295
0.83
188.08
885.82
Lower
-
805
51800
490 20
494.98
0.64
0.22
2.89
-
0 381
1.11
4.21
1.08
294.05
737.20
LOW
585
5500
491 58
493.28
0.65
0.85
2.25
2.25
3.49
15.75
15.72
Lower
586
110.00
49159
493;72
1.00
0.24
4.59
0.82
0.27
5.58
0.43
31.92
418.49
Lrrlaler
585
90,001
491.58
493.61
0.88
0.24
3.81
0. 95
0109
4.19
0.14
22.84
208.47
Lower
586
163.00]
491.58
493.99
1.03
0.30
4.95,
0.74
0.72
4.79
0.84
_
65.94
595.72
Lower
586
227 00
491.58
4941 8
1.15
0.37
6.94
0.86
0.99
5.15
1.08
96.05
822.31
Lawler
586
518.00
491.58
49444
1.71
0.62
11.15
1.88
1.71
8.52
1.73
192.26
689.12
Laver
570
55.00
491.38
493.16
0.51
0.51
1.62
1.82
3.15
17 45
18.14
Lower
570
11000
491.36
493.80
0.32
0.08
0.86
0.10
0.52
2.87
0.48
94.12
616.29
Lower
570
90.00
491.36
493.59
0.45
0.10
1.41
0.17
0,43
3.11
0,41
54.08
622.73
Lower
570
183.00
491.38
493.95
0.38
0.11
1.13
0.13
0.88
288
0.83
138.49
72215
Lower
227.00
491.38
494.12
0.43
0.13
1.38
0.18
0, 61
3.18
0.74
182.82 �
76453,
Lower
ISM
570
518.00
491.36
494.58
0.57
0.21
?. t 6
0.29
1.17
3.80
1.D8
353.21
886.30
Lower
558
55.00
489.95
493.19
013
- --0.13
0.21
0.21
1.88
32.88
18.880
Lower
Lower
668
110.00
489.96
493.79
015'
0.04
0.33
0.04
0.33
2.00
0.30
110.50
_
678,03
568
90:00
4.95
493.82
017
0.03
0.34
0.04
0.24
2.01
0.23
74.44
83f.00
Lower
668
163.00
480.9b
493.94
0 24' _
0.05
0.80
0.08
0.47
2.47
0.48
147,90
718,21
Lower
568
227.00
489.95
494.08
0.32
0.08
0.93
0.10
0.81
2.88
0.56
187.98
765.48
Lower
568
518.00
489.95
494.49
0.80.
0.17
2.39
0.27
1,05
4.01
0.96
334.27
883.83
Lower
542
55.00
491.34
492.96
0.74
0.74
2.75
2.75
3. T1
14.82
15.48
Lower
542
110.00
491.34
493.28
1.52
1.52
8.38
8.38
5.51
19.97
16,78
Lower
'542
90.00
491.34
493.28
1.01
1.0f
4.51
4.51
4.49
20.06
18.78
Lower_
642
183.00
491.34
493.72
0.88
d.?2
3.75
0.42
0.78
4.38
0.74
82.87
861,89
Lower
642
227.00
491.34
493.87
0.99
0.27
4.87
0.53
1,02
4.74
0.94
115,43'
899.3?

HEC -RAS Plan. Prop lower ineff River Tanvard Branch Reach! Lower (Corrinuadr.
Reeoh
River Sd
Q Iota!
Min Ch El
W.B. Elev Shear Chan Shaw ToW
(1t) (lblsq ft) -(Wsq ft)
494.40 090; 0,30
492.84 048 0.4@
493.36 0 49 0.12
493.29 042 0.10
493.62 0.43 0.13
-.
493.78 0.49 0.15
494.37 0.50 0.18
Power Chen
Power Tali
Val Left
Val Chni
Val Right Fkaw Area
Top Width
Left)-
- (ft)
(km e)
(�fft r)
(1Na
(Wa)
(ttle) (so ft)
(ft)
Lawror
542
518.00
481.34
4.24
0.54
1.38
4.72
1.25 284.82
839.81
l ewer
fi25
55.00
481,03
1.49
1.49
3.07
3.27
2.99
316
041
3.58
17.81
- 0.51 89.59
0.42 57.00
0.88 124.07
0.79 1$8.22
1.03 367.18
18.28
Laver
526
110.00
481.03
1.80
0.18
0.55
633.87
Loww
525
90.00
491.03
1.24
0.15
0.44
818.87
Lower
525
163.00
491.03
1.37
0.17
0.71
891.12
Lower
525
227.00
491.03
1,88
6.21
0.68
727.43
Lower
525
518.00
481.03
1.78
0.26
1.14
- 856,33
Lower
508
55.00
488.64
492.87
0.13
0.13
0.22
0.22
1.89
-1.83
32.50
0.25 125.46
18.81
718,58
Lower
508
110.00
489.64
493.39
0.14
0.031
0.25
0 03' 0.42
0.021 0.35
0.03 0.53
0.05 0.65
lower
Lower
Lower
508
508
508
90.00
16100
- 227.00
469.84
489.64
489.64
493.32
49313
493.79
0.12
0.14
0.18
0.02
0.04
0.05
0.20
0.27
0.38
1.67
1.80
2.14
0.20 106.90
0.34 194.21
0,43 245.00
706.18
780.14
787.58
Lower
508
518.00
489.64
494.38
024
0,09
0.83
0.10
0.93
2156
0.55 485.50
887.19
Lower
Lower
490
490
55,00
110.00
491.00
491,00
482.65
_ 493.31
-
0.89
0,36
0.89
0.08
2.49
1.02
2.49
0.11
0.80
3.60
2.81
15.27
0.42 90.73
15.59
703.78.
Lowe
Lower
490
490
90.00
163.00
491.00
491.00
493.01
483.59
0.89
0.25
0.08
_ 0.06
3.78
0.59
0.33
0.06
0.11
0.87
4.25
2.38
0.07 2282
0,50 189.84
317.45
753.47
Lowe(
480
227.00
499.00
493,75
0.28
0.10
0.71
0.10
0.79
2.58
0.59 218.74
781.00
Lower
490
518.00
491.00
494.33
0.31
0.13
0.87
0.15
1.03
2.81
0.80 439.71
861.91
Lower 465
Lower 465
Lower 465
-
Lower 4&5
Lower 465
Lower 465
55.00
490.51
492.49
0.44
0.31
1.30
0,80
0.23
2.98
0,2;1 19.20
0.33 49.11
23.37'
415.49
110.00
- - -
490.51
4803.06
0,80
0.06
2.24
0.19
0.33
3,77
--
3.52
90.00
490.51
492.87
--
0.57
0.30
1.99
0.85
0.49
0.49 31.18
048 181:1.59
0.59 211.03
0.8? 426.47
x.41
163.00
490.51
493.52
0.28
0.07
0.88
0,07
-
0.59
2.531
2.81
741.86
227.00
_ 490.51
490.51
493.87
0.31
0.09
0.88
0.10
0.73
767.78
870.82
518.00
494.26
0.36
0.13
1.11
0.15
1.00
3.11
Lower 450
55.00
490.45
492.37
0.50
0.38
_ 1.56
1.21
0.191
3.12
0119 17.88
20.75
Lower asr
---
110.00
490.45
48283
0.66
0.34
2.88
1,W
0.60
3.91
0.80 38.28
Lower _
Lower
450
450
90.00
163.00
490.45
490.45
492.75
493.48
0.63
0.29
0.34
0.07
2.34
076
1.07
0.06
0.49
0.59
3.69
2.65
0.49 28.78
0.49 156.56
Lowror
450
227.00
490.45
493.62
0.35
0.10
1.05
0.11
0.74
2.98
0.81 198.43
[over
150
518.00
490.46
494.22
0.38
-
0.13
1.24
0.17
1,02
3.23
0.84 415.06
1746.34
Lower
435 _
55.00
49043
491.88
1.49
1,49
7.68
7.66
5.15
10.88
Lower
435
110.00
490.43
492.40
1.79
1.43
10.88
6.38
0.45
5.96
0.46 18.82
Lower
435
90.00
490.43
49225
1.86
1.61
9.33
9.06
0,11
- 5.81
0.11 16.04
L av►sr
Lower
435
435
183.00
227.00
490.43
490.43
492.78
493.55
1.93
0.46
1.18
0.12
_ 12.53
1.54
6.71
0.18
0.90
0.76
8.49
3.38
0.90 28.65
0.88 17277

HEC•RAS Plan: Prop lower ineH River Tanyard Branch Reach: Lower CConlinwdl
Reach
Rhw Ste Q Total
Min Ch El_
}
_ (R)
W.S. Elev Shaer Chart
(ft) ilhiagft)
i TOW
tt
Power Chan
ialft6)
Power Tcrlal
(b ta)
Val LeR
(ftla)
Vol Chnl
(Rh)
Vol Right
(feel
Fbw Area
{ R)
Top Wfdfth
(ft�
856.28
(�)
Lower
_ _j
435 51800.
415 55.00
490.43
494.18 0,43
0,15
1.49
0.19
1.06
3.43
O.BB
33.48
lower
489,88
491.76 0.54
0.50
t.74
1.59
0,16
Lauver
Lawn _
Lower
-Lower
La+n»r
415 110.00
415 90.00
415 183.00
415 227.00
415 518.00
489.88
489.88
489.88
489.$8
489.88
492 38 0.72
_ 49217 0.85
492.7$ 0.90
493.09 1,18
493.99 0.80
0,47
0.48
0.54
0.18
0.31
2.89
_ 2s46
4.18
$.48
3.82
1.68
1.80
2.01
0.57
0.62
0.62
0.50
0.84
0.51
1.41
3,23
4.102
3.76
4.85
5.48
4.75
0.18
0.61
0,50
0.83
0.57
1.05
17.10
31 A/
25.92
43.85
70.75
255.40
17.49
28.51
25.07
35.74
457.90
859.89
Eayvsr
LoeNrrr
Lower
Lower
Laver
Lawyer
400 55.00
400 110,00
400 90.00
400 163.00
400 227.00
400 518.00
488,97
488.97
488.97
488,97
488,97
488.97
491.77 0.21
492.38 0.37
492.18 0.32
4OZ801 0.48
493.19 U31
493.99 0.511
0,18
0.17
0.18
0.19
0.101
0.15
0.45
1.09
0.88
1.87
2.01
1.98
0.37
0,40
0.39
0.45
0,191
0.22
0.09
0.34
0.27
0.51
0.80
0.99
214
2.99
274
3.51
3.79
3.86
0.09
0.45
0.34
0.63
O.A9
0.88
25.82
45.67
37.37
#24.
352,05
19.48
47,03
37.19
67.94
X4.70
789.04
Lower 385 55.00
Lawar 365 110.00
Lotwr 385 90,00
Lower 385 163.00
518.00
ILOWer 385 227.00
_ . 365 55.00
L Dever 365 110.00
Lower 365 90.00
Lower 365 183.00
Lower 365 227,00
4WINI
489.88
489.88
489.86
489.86
489.86
489.28
489.25
489.28
49.29
489.28
491,31 1.49
49113 1,80
491.67 1.88
492.23 1.82
492.61 1.88
493.95 0.80
491.15 0.52
491.76 0.71
491.57 0.64
492,13 0.94
492.44 124
1.49
1.36
1.83
0.93
0.84
0.19
0.49
0.49
0.47
0.54
0.80
7.68
10.71
9.45
11,51
12.47
2.49
1.67
2.85
2.38
4.45
8.97
7.66
7.93
9.17
4.88
3.83
0.3D
1.54
1.78
1,65
2.10
2.47
0,45
0.09
0.77
1.01
1.13
0,17
0.61
0,50
0.89
0.79
5.15
5.97
5.63
6.32
6.85
4.12
3.19
4.00
3.72
475
5.60
0.45
0.09
1.00
1.29
0,97
0.17
0.81
_ 0,50
0.87
1.13
10.89
18.88
15.98
31.15
49.81
328.21
17.30
30.56
25.85
41.71
54.87
12.89
21.54
ifi.50
39.70
58.67
782.60
17.38
26.40
2360
35.60,
49.22
Lower
365 518.00
489.26
493.83 0.88
0.18
3,05
0,31
1.06
4.48
0,88
3(14.13
766.44
Lower
Lower
Lower_
347 55,00
347 110.00
347 90.00
488.34
488.34
488.34
481.15 0.21
491.7$ 0.37,
491.57 0.31
0.17
0.20
0.18
0.25
0.33
0. 15
1.48
0.44
1.11
0.85
1.88
3.03
2.63
7.61
0,37
0.50
0.45
0.89
0198
0.25
7.81
0,10
0.40
0.3t
0.58
0.77
0.98
2l3
3.00
2.73
3.65
4,33
4.25
5.13
0.t0
fl.39
0.31
0.57
0.75
0.71
25.99
43.35
35.70
W.
77.51
312.89
10.71
19.24
37.E
31.87
A8.88
57.69
780.20
12.90
Lower
347 183.00
488.34
49214 052
Lower
347 227.00
486.34
49247. 0.70
LOW
347 518.00
488,34
493.79 0.59
Lower
330 55.00
489.23
490,68 1,48
L.awW
330 110.00
489.23
48923
489.23
48923
_ 491.21 1.72
1.19
10.10
6.71
O.A7
5.88
0471
24.38
16.69
Lows'
330 90.00
491.06 1.87
1.61
9.A1
9,03
0,10
5.63
19.48
0101 18.00
n 881 34.77
Lvvver
330 1.00
Lower
390 227.00
491.88 1.83
0.80
9,77
3.78
0.89
8.01
44.52
82.54
492.15 1.39
0.67
8.1#
2,48
1.12
5.82
t 041 61.77

HEC -RAS Plan Prop lower Inwfl River: Tanvard Branch Reach„ Lower CConttnuedl
Reach
River Sts
Q TOW
Min Ch El
W.S. Elev
Shear Chen
Show ToW
Power Chan
Poway ToW
Val Left
Vol Chnl
Val RW4
Flow Area
T Wbdlh
(ca)
(ft)
(ft)
(�9 ft)
ft)
OR as
Iba a)
{RJa1
(ftls
(ftJa)
(sq ft)
(ft)
Lower
330
518.00
489.23
493.75
-
0.62
0.18
2.67
0.29
1.10
4.28
0.81
311.20
_
755.33
Lower 310
Lower 310 -
Lower 1310
Lower 310
Lower 310
Lower 310
Lower 295
Lower 295
Lower 295
Lower 295
Lower 295
Lower 295
56.00 488.69 490.56
110.00 488.89 491.16
90.001 488.69 490.97
183,00, 488.69 491.61
227.00 488.69 492.05
518.00 1 488.69 493.61
55.00 487,77 490.57
110.00 487.77! 49117
90.00 48777 49098
183,00 487 77 49161.
227.00 487,77 _492 04
518,00 487.77,
4490.1111
0.55
0.52
1.80
1.89
0.15
3.26
D.16
16.a
17.08
27.30
0,74
0.50
2.99
1.81
0,80
4.06
0,59
30.18
0.67
0.49
2.54
1.78
0.50
3.60
0.50
25.30
23.57
0.87
0.51
3.96
1.88
0.81
4.59
0.78
44.34
36.22
1.00
0.54
5.09
1.98
0.94
5.08
0.+97
62.00
43:98
0.771 0.18,
3.69
0,35
0.97
4.82
0.99
273.01
735.16
021 0.19
0.39 0.28
0.45
0.41
0.09
2.14
0.09
25.72
17.44
1.18
0.73
0.311
3.07
0.42
30.11
26,60
0.321 0,24
0.53 0,32
0.90
0,62
0.29
2.77
0.31
34.27
23.71
1.98
1.01
0,48
3.70
0.83
52.23
33.18
0.69
0.38
2.98
1.27
0.57
v4.33
0.831
67.65
41.40
0.85
0,912
273.87
728,78
0.49
0.63
5.14
Lower 280
55.00
488,88
10.49
7.83
10.70
Lower 280
Lower 280 -
Lower 280
Lower 280
Lower 280
Lower 260
�_Ownl X260
Lowey 260
Lower 260
Lower 260
Lower 260
Lower 245
Lower 245
Lower 245
Lower 245
Lower 245
Lower ' 245
110.00
488.66
490.84
1.73
1.50
10.17
8,721
9.21
774
7.46;
0,46
111
0.46 5.87
0.10 562
033 6,42
1.19 6.80
0.47
18,96
_12.90
16.74
90.00
488.68
490.48
1.67
1.64
9.35
0,10
18.03
1625
163.00
488.88
491.04
1.88
1.31
12.04
13.19
0.93
1.28
27.58
25.41
227.00
488.68 491.47 1.941
488:661 49346 0.91
488.121 469_99 0.56
4BB.12 490.59 _ 0.76
488.121 490.40 018
1.30
0.21
39,55
29.75
518.00
4.78
1.00
0.14
5.23
3.27
1.18
0.14
241.20
714.77
55.00
_ 0.53
1.82
18 84
17.01
110.00
0.80
3.11
2.32
0.60
-- 087
28.51
24.58
21.78
20.32
90,00
0.56
0,70
2.59
` 4.50
2.06
2.95
0.48
0.83
_4.11
3.82
4.77
0,65
183.00
488.12
488.12
488.12
491.01 0.94
49144 1,13
493.32 0.95
0.90 i
38.46
50.25
_ 25.10
29.44
227.00
0,77
6.10
3.48'
1.02
5.39
1.06
518.00
0.20
513'
0A7 0.88 5.42
0.37 0.09 2.15
0.84-- 0.53 3.06
0.66 0.42 2.78
1.34r 0.76 3.75
1.87 092. 4.42
0.21 0.72 4.37
- -
6.79 495
7.73 0.60 5.81
8.34 0.15 554
8.56 1 21 6 37
9 .47 t.55 6 92�
1.08
216.90
895.04
56.00
487.20
489.99
021
0,17
0.45
0.09
25.78
19.71
110.00
487.20
490.80
0.39
0.30
1.16
0.45
38.81
23.00
90.00
487.20
490,41
0.32
0.25
0.89
0.35
34.54
22.05
163.00
487.20
491:03
0.54
0.40
2.04
0.64
49.09
25.21
227.00
487.20
491.48
0.72
0.50
3.18
0.80
60.81
28.69
518.00
487.20
493.38
0.80
0.12
zW
0.84
298.47
702.50
Lower 1230
55,00
488,09
489.57
1.37
1.37
-
679
9 79
892
11 73
1396,
11.11
13.17
Lower 1230
110.00
488.09
490.09
1.69
1.37;
0.55
19.47
20.43
Lower
730
90.00
488.09
489.92
1.81
1.51
1.46
1 55
0.15
18.27
17.16
Lower
230
163.00
488.09
490.48
1.84
1.02
27.80
22.38
Lower
230
227.00
488.09
480.88
2.02
1.30
37.28
_
24.40

MEC -RAS Plan; Prop lower inefT River Tanvard Branch RA...h' t ., , rr .,.,fi --A)
Reach
River Sea
4 7otel
M1&s Ch E1
W.S. Elev Shear Chart
Shaer Tamil
Pow er Chan
Power' Testae
Val Left
Val Chnl
Val Right
Flow
(lb/ sq 83.25
(Iblaq R)
(kslk e)_
(ltsfPt 9)
(1th)
(Nay
(relay
Area
Top Wi th
Lower
230
518:00
,188.08
492.09 -
1.88
30,91
11.82
1.85
9.51
1.47
(eq ft)
(1t)
Lower 200
Lower 200
i Lower 200
Lower 70
Lower 200
55.00
487.43
489.30
0.55
0,52
1.78
1.70 0.15 3.25;
2.03 0.61 4.06
1 90 6 0 a9 3.80
2 04 0 30X 5 a:
4.13 1.00' 7.46
0.15
72.57 45.08
18.94 18.85
29.39 23.98
24.90 21.68
53.8 3U7.48
104.15' 61.22
110.00
487.43
489.91
0.74
0.54
2.99
0.62
_ 90.00
487.43
489.72'
0.87
0.53
2.54
0.50
0,89
1 11
1.45
227,00
487.43
490.80
,05
0.72
5.44
518.00
487.43
492.13
1.87
0.83
13.98
Lovrer
Lower
Lower
Lower
Lower
Lower
t185
55.00
110.00
90.00
163.00
227.00
518.00
486.52
488.52
486.52
486 -52
488.52
486.52
489.31
489,82
489.72
490.38
49D.82
492.17
0.21
0.39
0.33
0,53
0.67
1.35
0.20
0.28
0.24
0.34
0.43
0.57
0.46
1.19
0.91
1.95
2.88
8.84
0.42
0,74
0.63
1.07
1.45
2.39
0.09
0.40
0.31
0.65
0.87
0.97
2.15
3.07
2.78
3.70
4.28
6.48
0.09
0.40
0.31
0.83
0.82
1.15
25.59
39.08
34.13
52 -03
86.63
123.80
17.35
28.76
23.75
30.92
34.54
68.98
Lower
Lower
Lower
Lower
Lower
Lower
170
170
170
170
170
170
55.OD
110.00
90.00
183.00
227.00
518,00
487,40
487.40
487.40
487.40
487.40
487.40
488.64
480.351
489.20
489.75
490.16
491.74
1.53
1.87
_ 1.73
2.00
2.14
2.22
1.53
1.73
1.72
1.58
1,50
1.20
7.901
11.38
9.85
13.16
15.73
17.78
7.98
10,44
9.63
9.91
9.49
8.42
0.411
0.87
0.98
1.51
5.21
6.06
5.70
8.80
0,43
0.91
10.58
1820
15.78
26.00
35.82
98.79
12.80
17.46
16.02
21.47
20.42
81.59
0.80
Lower
145
55.00
488.75
488,86
0.47
1.57
1.47
0.19
g3,13
Lower
145
110.00
488.75
489.28
070
0.56
2.76
2.30
-
4.02
2.09
1.82
2.79
O.BB
0.53
0.94
1.18
- .,
4.81
5,27
0.80
1.00
17,84
29.56
25.48
39,38
50.01
17.02
21.38
20.40
23,56
25,72
Lower
148
90:00486.75
163.00 48675
221-90
51800 486, 75
486 75
55 00; 48590
11 D.00 485.90
9D.001 485.90
489.08
0.83
0.51
Lower
145
489.71
0871 0.67
- 0.80
1 07 1.16
1 75
0 22 0.21
0.40 _ 0.321
0.34 0.28
Lower
145
490,14
5.83
- -°
3,82
Lower
145
491.81
12.f�
6.43
1.76
7.28
1.45
93.80
34.30
Lerwar
130
488.88
0.49
0 »47
0.07
2.19
0.07
25,07
16.5$
Lower
Lower
13D
130
489.27
469.08
_
1.28
0,96
0.98
0.76
0.451
0.32
113
2.82
0.39
38.95
32.86
21.36
20.38
Lower
Lower
Lower
130
130
130
193.00
227.00
518.00
485.90
485.90
486.90
489.71
490.14
491.61
0.58
0.75
1,41
0.43
0.55
0.92
2.15
3.36
9.30
1.50
2.17
4.73
0.68
0.90
1.62
3.82
4.50
8.80
46,75
57.42
100.93
23.54
25.71
34.27
Laver
Lower
Lower
Lower 110
110
110
110
1i0
55.00
11O.d0
90.00
183.DO
227.00
489.72
486.72
488.72
466.72
486.72
486.16
488.67
488.52
489.03
489.39
1.53
1.88
1.73
2.i0
2.39
1,53
1.70
1,73
1.83
1.&I
7.97
11.40
9.85
14.15
17,79
7.97
10.28
9.64
10.37
12.36
0.43
0,92
1.38
5.21
8.08
5.70
6.74
7.45
]0.43
1058
18.21
15.78
25.59
33.79
12.79
17.82
16.02
22.13
23.57

HEC -RAS Plan: 'Prop lower ineff Riwfr, Tanyard Branch Reacts Lower (CcmUnued)
Reach
War Ste
a Toil
Min Ch El
W S Elew
Show Chan Shear TOW Power Chan I Power Toga!
(b* ft) (Ibleq ft) (lb/ft a) (Ib/lt e)
3.35 2.45 32.24 19.07
051 046 1 SJ 1.43
068 049 2 67' 1.73
062 047 2.27. 1.59
084 0 56; 3.78 2.12
098 0 65 j 4.96 , 2.59
1 50 0.941 10.12; 4.23
-- 0.20 0 181 011 0.73
0,37 0.27,
Val 64R
Val CM
Val Molt
Fbw Area
Top VYtd1h
(�)
(ft)
(ft)
(Poe)
ON
RFa
R)
ft)
Lower
110
518.00
486.72
490.65
2.21
9.62
2.37
88,84
28.80
Lowe
80
55.00
485.98
48787
48849
488.29,
0.19
3.14
0.19
17.81
17.80
Lawler
80
110.00
485,96
0.70
3.93
0.61
31.13
25.34
Lower
80
90.00
485.96
0.57
3.67
0.50
26.33
23.16
Lowry
80
183.OD
485.98
488,921
0:92 4.52
1.14 506
1.57 673
Oic 212
- 0.46 3.01
036 2.72
0.83
43.21
30.16
Lower
80
227.00
485.95
489.371
1.06
57.34
33.56
Lower
80
518.00
485.98
490.83
1.65
114.76
45.49
Lowry
80
55.00
485.04
487.85
0,10
28.09
Loner
80
110.00
485.04
488.47
0.48
40.25
25.31
Lower
80
90.00
485.04
488.28
0.31
0.52
0.68
023, 0.85
036. 1.89
0.46 2.91
0.58
0.37
35.39
23.93
Lower
60
183.00
485.04
488.91
1.13
0.88
3.57
0.70
51.85
28.34
Lower
60
227.DD
485.04
489.34
1.82
0.87
4.30
0.90
84.74
31.03
Lower,
so
518.00
55.00
11000
485.04
485 92
48592
485.92
485.92
490.77
1.27
0.81
7,96
3.65
1.37
6.27
1.53
115.44
4D.36
12 BD
1918
1603
Lower
40
467.36
1.53
1.53
7.96
7.98
5,21
10.58
Lower
40
467,87
1.85
1.58
11.31
948
0.43
6.06
0.43
18.36
Lower
40
90.00
487.72
1.73
1.72
9.86
9.84
1
5.71
1577
Lower
40
163.00
488.23
2.07
1.55
13.82
9.56
1.01
8.69
1.06
- 26.43
2364.
Lower
40
227.00
485.92
488.59
2.34
1.71
17.25
11.00
1.37
7.38
1.46
35 -30
2614'
Lawler
40
518.00,
485,92
489.83
3.22
2.23
30,35
15.89
223
9.42
227
72 -551
3395
Lower
0
55.00
484.00
485.78
0.67
0.67
240
2.40
3.56
15.461
1584
Lower
0
110.00
484.00
48828
1.01
0.91
4.73
4.18
0.551
4.67
0.56
23.98
17 98
Lower
0
90.00
484.00
485.12
0.90
0.83
3.88
_ 3.57
0.44
4.31
0,43
21.06
17 31
Lower
0
163,00
464.0
486,67
1.26
1.08
6.97
5.67
0.86
_
5.45
0.83
31.2D
19.58
Lower
0 -
227.00
484.00
487.07'
1.55
1.28
9.64
7.28
1.10
6.21
1.07
39.27
21,18
Lower
0
518.00
484.00
488.43
2.50
1.78
21.301
12.81
1.81
8.52
1.81
7224
27.60

ICI
MW
AP1
C�
C�
V
M
MW
u

Field Data Collected Left Bank
Project: 601 East Bank soils D50= 10 -11 mm Medium Gravel
Soil Bulk Density (g /cm) Left Bank 13.461 Total Soil 23.387
Soil Bulk Density (Ib /ft) 81.16 Soil Loss tons / r Loss tons/ r
1 (g /cm') = 81.16 (Ib /ft') Based on ChA and CmB soils
[o­c---JF--[oc--JJ
From Sta
to Sta
Bank 11
Height ft
Bankfull
Hei ht ft
Root De th
P
feet
Root
Densit %
Bank
An le de
Surface
Prot %
Near Bank
Stress Index
Comments
Location
Sta to Station
Stream
Len th
Bnk Height/
9
Bankfull Hei ht
Root Depth/
P
Bank Ht.
Bnk Hei ht/
9
Bankfull Hei ht
Root Depth/
P
Bank Ht.
Root
Densit
Bank
An le
Surface
Protection
Bank Matl
Adjustment
Stratification
Ad ustment
Total
Value
Bank Eros
Potential
Bank Erosion
Rate fU r
Bank Erosion
Volume (ft' /yr)
Bank Erosion
tons/ ear
0
17
1
1.00
0.25
95
60
90
1
0
17
1.00
0.25
1.00
6.54
1.23
3.90
1.45
14.12
Low
0
0
0
17
33
1
1.00
0.25
85
65
70
1
17
16
1.00
0.25
1.00
6.54
1.68
4.40
2.71
16.33
Low
0
0
0
33
50
1
1.00
0.25
50
70
10
1
33
17
1.00
0.25
1.00
6.54
4.32
4.90
9.00
25.76
Moderate
0.066
1.12
0.045
50
63
3
1.00
0.25
10
80
0
1
50
13
3.00
0.08
10.00
8.67
8.44
5.90
10.00
43.01
Very High
0.5
19.5
0.791
63
80
3
1.00
0.25
30
85
0
2
63
17
3.00
0.08
10.00
8.67
5.90
6.84
10.00
41.41
Very High
0.6
30.6
1.242
80
105
3
1.00
0.25
10
80
0
1
80
25
3.00
0.08
10.00
8.67
8.44
5.90
10.00
43.01
Very High
0.5
37.5
1.522
105
160
1
1.00
0.25
90
45
80
1
105
55
1.00
0.25
1.00
6.54
1.45
3.17
1.90
14.06
Low
0
0
0
160
195
3
1 1.00
0.25
10
1 45
10
1
160
35
3.00
0.08
10.00
8.67
8.44
3.17
9.00
1 39.28
High
0.08
8.4
0.341
195
225
1
1.00
0.25
90
45
80
1
195
30
1.00
0.25
1.00
6.54
1.45
3.17
1.90
14.06
Low
0
0
0
195
262
1
1.00
0.25
90
60
20
1
195
67
1.00
0.25
1.00
6.54
1.45
3.90
7.22
20.11
Moderate
0.066
4.42
0.179
262
290
2
1.00
0
0
60
10
1
262
28
2.00
0.00
7.90
10.00
10.00
3.90
9.00
40.80
Very High
0.5
28
1.136
290
375
3
1.00
0
0
45
0
2
290
85
3.00
0.00
10.00
10.00
10.00
3.17
10.00
43.17
Very High
0.6
153
6.209
375
475
2
1.00
0.25
30
65
10
1
375
100
2.00
0.13
7.90
8.11
5.90
4.40
9.00
35.31
High
0.08
16
0.649
475
529
1.5
1.50
0.5
90
30
90
4
475
54
1.00
0.33
1.00
5.60
1.45
2.44
1.45
11.94
Low
0
1 0
0
529
595
1
1 1.00
0.5
95
1 10
95
1
529
66
1.00
0.50
1.00
3.90
1.23
1.45
1.23
8.80
Very Low
0
0
0
595
700
1
1.00
0.5
95
10
95
1
595
105
1.00
0.50
1.00
3.90
1.23
1.45
1.23
8.80
Very Low
0
0
0
700
750
1
1.00
1
95
5
95
1
700
50
1.00
1.00
1.00
1.00
1.23
1.23
1.23
5.68
Very Low
0
0
0
750
825
1
1.00
0.5
95
8
95
1
750
75
1.00
0.50
1.00
3.90
1.23
1.36
1.23
8.71
Very Low
0
0
0
825
847
0.5
0.50
0.25
80
80
15
1
825
22
1.00
0.50
1.00
3.90
1.90
5.90
7.90
20.60
Moderate
0.066
0.73
0.03
847
881
1
1.00
0.75
75
45
75
1
847
34
1.00
0.75
1.00
1 2.68
2.32
3.17
2.32
11.48
Low
0
0
1 0
881
895
1
1.00
0.25
50
60
50
1
inside pool
881
14
1.00
0.25
1.00
6.54
4.32
3.90
4.32
20.08
Moderate
0.066
0.92
0.037
895
1 906
2
1 1.00
0.33
40
45
25
4
outside bend
895
11
2.00
0.17
7.90
7.63
5.11
3.17
6.54
30.35
High
0.2
4.4
0.179
906
987
0.5
0.50
0.75
75
1 45
50
1
906
81
1.00
1.50
1.00
1.00
2.32
3.17
4.32
11.80
Low
0
0
0
987
1013
2
1.00
0.33
40
20
20
1
987
26
2.00
0.17
7.90
7.63
5.11
1 1.90
7.22
29.76
Moderate
0.066
143
0.139
1013
1029
1
1.00
0.5
60
10
15
1
1013
16
1.00
0.50
1.00
3.90
3.50
1.45
7.90
17.75
Low
0
0
0
1029
1060
1.5
1.00
0.5
75
10
15
1
1029
31
1.50
0.33
1 5.90
5.60
2.32
1.45
7.90
23.17
Moderate
0.066
3.07
0.125
1060
1188
1.5
1.00
0.75
80
45
50
1
1060
128
1.50
0.50
5.90
3.90
1.90
3.17
4.32
19.19
Low
0
0
1 0
1188
1216
2
1.00
0.75
80
30
70
1
1188
28
2.00
0.38
7.90
5.10
1.90
2.44
271
20.05
Moderate
0.066
3.7
0.15
1216
1 1263
1
1 1.00
0.5
85
45
50
1
1216
47
1.00
0.50
1.00
3.90
1.68
3.17
4.32
14.06
Low
0
0
0
1263
1319
0.5
0.50
0.25
85
1 40
70
1
1263
56
1.00
0.50
1.00
3.90
1.68
2.93
2.71
12.21
Low
0
0
0
1319
1394
1
1.00
0.3
95
30
50
1
1319
75
1.00
0.30
1.00
5.90
1.23
2.44
4.32
14.88
Low
0
0
0
1394
1425
1.5
1.00
0.3
95
37
85
1 1
B4 at 590
1394
31
1.50
0.20
5.90
7.22
1.23
2.78
1.68
18.80
Low
0
0
0
1425
1445
1
1.00
0.4
95
40
95
1
1425
20
1.00
0.40
1.00
1 4.90
1.23
2.93
1.23
11.28
Low
0
0
0
1445
1481
1.25
1.00
0.4
90
30
90
1
1445
36
1.25
0.32
4.32
5.70
1.45
2.44
1.45
1 15.36
Low
0
0
0
1481
1487
3
1.00
0.4
40
15
10
4
1481
6
3.00
0.13
10.00
8.11
5.11
1.68
9.00
33.89
High
0.2
3.6
0.146
1487
1498
1
1.00
0.5
65
15
50
3
1487
11
1.00
0.50
1.00
3.90
3.11
1.68
4.32
14.00
Low
0
0
0
1498
1554
1.5
1.00
0.75
75
45
75
1
1498
56
1.50
0.50
5.90
3.90
2.32
3.17
2.32
17.60
Low
0
0
0
1554
1675
1
1 1.00
0.75
85
45
1 90
1
1554
121
1.00
1 0.75
1.00
2.68
1.68
3.17
1.45
9.98
Very Low
0
0
0
1675
1685
1
1.00
0.5
75
15
10
3
1675
10
1.00
0.50
1.00
3.90
2.32
1.68
1 9.00
17.89
Low
0
0
0
1685
1718
1
1.00
0.75
90
35
80
1
cross section #5
1685
33
1.00
0.75
1.00
2.68
1.45
2.68
1.90
9.71
Very Low
0
0
0
1718
1755
1.5
1.00
0.75
85
30
40
1
1718
37
1.50
0.50
5.90
3.90
1.68
2.44
5.11
19.02
Low
0
0
0
1755
1792
2.5
1.00
0.75
80
10
30
4
outside bend
1755
37
2.50
0.30
8.62
5.90
1.90
1.45
5.90
23.77
Moderate
0.1
9.25
0.375
1792
1836
1
1.00
0.3
80
45
75
1
1792
44
1.00
0.30
1.00
5.90
1.90
3.17
2.32
14.29
Low
0
0
0
1836
1867
2
1.00
1.5
75
1 40
30
1
inside
1836
1 31
2.00
0.75
7.90
2.68
2.32
2.93
5.90
21.72
Moderate
0.066
4.09
0.166
1867
1895
1 1
1 1.00
0.75
75
45
1 80
3
loutside bend
1867
1 28
1 1.00
1 0.75
1.00
2.68
2.32
3.17
1.90
11.07
Low
0
0
0
1895
2015
1 0.5
1 0.50
0.75
87
35
1 40
1
Ifrom woods to muddy area
1895
1 120
1.00
1.50
1 1.00
1 1.00
1.59
2.68
5.11
11.38
Low
0
0
1 0
0.75
1 1.00
1.25
85
1 40
1 50
1 1
Iwooded area near field
0
1 240
0.75
1.67
1 1.00
1 1.00
1.68
2.93
1 4.32
10.92
Low J
0
0
1 0

Field Data Collected Right Bank
Project: 601 East Bank soils D50= 10 -11 mm Medium Gravel
Soil Bulk Density (g /c Right Bank 9.926
Soil Bulk Density (lb /ft) 81.6 Soil Loss (tons/ r)
1 (g /cm') = 81.16 (lb /ft) Based on ChA and CmB soils
Loc
From Sta
Loc
to Sta
Bank
Hei ht ft
Bankfull
Height ft
Root Depth
feet
Root
Densit %
Bank
Angle de
Surface
Prot %
Near Bank
Stress Index
Comments
Location
Sta to Station
Stream
Length
Bnk Height/
Bankfull Hei ht
Root Depth!
Bank Ht.
Bnk Height/
Bankfull Height
Root Depth/
Bank Ht.
Root
Densit
Bank
Angle
Surface
Protection
Bank Matl
Adjustment
Stratification
Adjustment
Total
Value
Bank Eros
Potential
Bank Erosion
Rate ft/yr
Bank Erosion
Volume (ft /yr)
Bank Erosion
tons/ ear
0
17
1
1.00
0.25
95
65
90
1
0
17
1.00
0.25
1.00
6.54
1.23
4.40
1.45
14.62
Low
0
0
0
17
33
1.5
1.00
0.25
80
65
70
1
17
16
1.50
0.17
5.90
7.63
1.90
4.40
2.71
22.54
Moderate
0.066
1.58
0.064
33
50
2
1.00
0.25
50
30
10
1
sta 46 headcut
33
17
2.00
0.13
7.90
8.11
4.32
2.44
9.00
31.77
High
0.08
2.72
0.111
50
63
3
1.00
0.25
20
60
0
1
50
13
3.00
0.08
10.00
8.67
7.22
3.90
10.00
39.79
High
0.08
3.12
0.127
63
80
1.5
1.00
0
0
75
0
2
63
17
1.50
0.00
5.90
10.00
10.00
5.40
10.00
41.30
Very High
0.6
15.3
0.624
80
105
3
1.00
0
0
80
0
1
80
25
3.00
0.00
10.00
10.00
10.00
5.90
10.00
45.90
Very High
0.5
37.5
1.53
105
160
2
1.00
0
0
30
0
1
105
55
2.00
0.00
7.90
10.00
10.00
2.44
10.00
40.34
Very High
0.5
55
2.244
160
195
2
1.00
0.25
10
45
10
1
160
35
2.00
0.13
7.90
8.11
8.44
3.17
9.00
36.62
High
0.08
5.6
0.228
195
225
2
1.00
0
0
45
0
1
sta 225 headcut
195
30
2.00
0.00
1 7.90
10.00
10.00
3.17
10.00
1
41.07
Very High
0.5
30
1.224
225
262
2.5
1.00
0.25
50
70
0
1
sta 262 headcut
225
37
2.50
0.10
8.62
8.44
4.32
4.90
10.00
36.28
High
0.08
7.4
0.302
262
290
3
1.00
0
0
45
0
1
262
28
3.00
0.00
10.00
10.00
10.00
3.17
10.00
43.17
Very High
0.5
42
1.714
290
375
3
1.00
0.25
30
45
0
2
290
85
3.00
0.08
10.00
8.67
5.90
3.17
10.00
37.74
High
0.1
25.5
1.04
375
487
1
1.00
0.25
80
45
70
1
375
112
1.00
0.25
1.00
6.54
1.90
3.17
2.71
15.32
Low
0
0
0
487
512
1.5
1.50
0.25
30
60
10
4
487
25
1.00
0.17
1.00
7.63
5.90
3.90
9.00
27.43
Moderate
0.1
3.75
0.153
512
595
1
1.00
0.25
90
15
90
1
512
83
1.00
0.25
1.00
6.54
1.45
1.68
1.45
12.12
Low
0
0
0
595
700
1
1.00
0.75
95
10
95
1
sta 614 xsection 1
595
105
1.00
0.75
1.00
2.68
1.23
1.45
1.23
7.58
Very Low
0
0
0
700
750
1
1.00
0.75
95
8
95
1
700
50
1 1.00
0.75
1.00
2.68
1.23
1.36
1.23
7.49
Very Low
0
0
0
750
825
1
1.00
0.5
95
10
95
1
sta 770 xsection 2
750
75
1.00
0.50
1.00
3.90
1.23
1.45
1.23
8.80
Very Low
0
0
0
825
837
0.5
0.50
0.25
75
80
45
1
825
12
1.00
0.50
1.00
3.90
2.32
5.90
4.71
17.83
Low
0
0
0
837
881
0.5
0.50
0.2
40
80
40
1
837
44
1.00
0.40
1.00
4.90
5.11
5.90
5.11
22.02
Moderate
0.066
1.45
0.059
881
895
1
0.67
0.33
65
45
60
1
outside pool
881
14
1.49
0.33
5.84
5.60
3.11
3.17
3.50
21.22
Moderate
0.066
0.92
0.038
895
905
2
1.00
0.25
65
50
80
1
inside bend
895
10
2.00
0.13
7.90
8.11
3.11
3.41
1.90
24.43
Moderate
0.066
1.32
0.054
905
987
0.5
0.50
0.5
70
40
85
1
905
82
1.00
1.00
1.00
1.00
2.71
2.93
1.68
9.31
Very Low
0
0
0
987
1013
2
1.00
0.33
45
10
75
1
987
26
2.00
0.17
7.90
7.63
4.71
1.45
2.32
24.01
Moderate
0.066
3.43
0.14
1013
1029
0.67
0.67
0.25
40
10
75
1
1013
16
1.00
0.37
1.00
5.20
5.11
1.45
2.32
1 15.08
Low
0
0
0
1029
1060
1.5
1.00
0.5
80
10
85
1
1029
31
1.50
0.33
5.90
5.60
1.90
1.45
1.68
16.53
Low
0
0
0
1060
1211
1
1.00
0.5
80
15
80
3
1060
151
1.00
0.50
1.00
3.90
1.90
1.68
1.90
10.38
Low
0
0
0
1211
1263
1.5
1.50
0.75
70
20
70
1
1211
52
1.00
0.50
1.00
3.90
2.71
1.90
2.71
12.23
Low
0
0
0
1263
1319
0.33
0.33
0.5
80
55
70
1
1263
56
1.00
1.52
1.00
1.00
1.90
3.66
2.71
10.27
Low
0
0
0
1319
1394
1.25
1.00
1
75
20
70
1
1319
75
1.25
0.80
4.32
2.44
2.32
1.90
2.71
13.68
Low
0
0
0
1394
1425
2.5
1.00
1.25
75
25
80
1
1394
31
2.50
0.50
8.62
3.90
2.32
2.19
1.90
18.93
Low
0
0
0
1425
1445
2
1.00
1.25
75
35
70
1
1425
20
2.00
0.63
7.90
3.27
2.32
2.68
2.71
18.88
Low
1 0
0
0
1445
1481
1.5
1.00
1.75
80
45
80
1
1445
36
1.50
1.17
5.90
1.00
1.90
3.17
1.90
13.87
Low
0
0
0
1481
1498
1.75
0.75
1
75
40
75
1
1481
17
2.33
0.57
8.41
3.56
2.32
2.93
2.32
19.52
Low
0
0
0
1498
1547
2
1.00
1
75
32
75
1
1498
49
2.00
0.50
7.90
3.90
2.32
2.54
2.32
18.97
Low
0
0
0
1547
1558
1.5
1.00
0.33
60
45
80
4
1547
11
1.50
0.22
5.90
6.95
3.50
3.17
1.90
21.42
Moderate
0.1
1.65
0.067
1558
1650
0.75
0.75
0.75
75
30
85
1
1558
92
1.00
1.00
1.00
1.00
2.32
2.44
1.68
8.43
Very Low
0
0
0
1650
1685
1
1.00
0.75
85
12
80
1
1650
35
1.00
0.75
1.00
2.68
1.68
1.54
1.90
8.80
Very Low
0
0
0
1685
1718
1
1.00
2
85
35
85
1
Ben's xsection 4
1685
33
1.00
2.00
1.00
1.00
1.68
2.68
1.68
8.03
Very Low
0
0
0
1718
1755
2.75
1.00
1.75
85
12
75
1
1718
37
2.75
0.64
8.94
3.22
1 1.68
1.54
2.32
17.69
Low
0
0
0
1755
1792
2
1.00
1
75
45
80
1
1755
37
2.00
0.50
7.90
3.90
2.32
3.17
1.90
19.19
Low
1 0
0
0
1792
1809
2
1.00
1
65
5
65
1 3
eroding outer bank
1792
17
2.00
0.50
7.90
3.90
3.11
1.23
3.11
19.24
Low
0
0
0
1809
1830
2.25
0.75
0.45
65
29
55
1
near pump house
1809
21
3.00
0.20
10.00
7.22
3.11
2.39
3.90
26.62
Moderate
0.066
3.1185
0.127
1830
1845
3.25
0.50
1
75
5
80
3
slight erosion
1830
15
6.50
0.31
10.00
5.80
2.32
1.23
1.90
21.24
Moderate
0.04
1.95
0.08
1845
1867
3.25
1.00
2.25
80
5
85
4
erosion outer bend
1845
22
3.25
0.69
10.00
2.97
1.90
1.23
1.68
17.77
Low
0
0
0
1867
1895
1
0.50
1.25
75
45
75
1
inner bend
1867
28
2.00
1.25
7.90
1.00
2.32
3.17
2.32
16.70
Low
0
0
0
1895
2015LIL
0.5
0.50
0.75
85
35
45
1
to the muck area
1895
120
1.00
1.50
1.00
1.00
1.68
2.68
4.71
11.07
Low
0
0
0
near road
0.75
1.00
1.5
85
40
50
1
near road
50
0.75
2.00
1.00
1.00
1.68
2.93
4.32
10.92
Low
0
0
0

C�
C�
A
a�
a�
MW

PEBBLE COUNT
Project: 601 East Date: 1/3/2013
Location: 50' Upstream Cross Section 18/135 (Bankfull)
Particle Counts
Inches
Particle
Millimeter
1.9
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
8
0
8
8%
8%
Very Fine
.062 - .125
S
8
0
8
8%
16%
70%
Fine
.125 - .25
A
14
0
14
14%
29%
Medium
.25 - .50
N
4
0
4
4%
33%
Coarse
.50 - 1.0
D
1
0
1
1%
34%
.04-.08
Very Coarse
1.0 - 2.0
S
17
0
17
17%
51%
.08 - .16
Very Fine
2.0-4.0
1
0
1
1%
52%
.16 - .22
Fine
4.0-5.7
G
6
0
6
6%
58%
.22 - .31
Fine
5.7-8.0
R
5
0
5
5%
63%
.31 -.44
Medium
8.0 - 11.3
A
19
0
19
19%
81%
.44 - .63
Medium
11.3 - 16.0
V
8
0
8
8%
89%
.63 - .89
Coarse
16.0-22.6
E
10
0
10
10%
99%
.89 - 1.26
Coarse
22.6-32.0
L
1
0
1
1%
100%
1.26 - 1.77
Very Coarse
32.0-45.0
S
0
0
0
0%
100%
1.77-2.5
Very Coarse
45.0-64.0
0
0
0
0%
1 100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
O
0
0
0
0%
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 102
1 0
1 102
1 100%
1 100%
d16
d35
d50
d84
d95
0.1
1.0
1.9
12.7
19.5
601 -E Particle Size Distribution Sample #1- 50' US CS #5(Bankfull)
100%
-
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1/3/2013
Location: 50' Upstream Cross Section 18/135 (Wetted Perimeter)
Particle Counts
Inches
Particle
Millimeter
6.8
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
9
0
9
9%
9%
Very Fine
.062 - .125
S
4
0
4
4%
13%
70%
Fine
.125 - .25
A
11
0
11
11%
23%
Medium
.25 - .50
N
0
0
0
0%
23%
Coarse
.50 - 1.0
D
2
0
2
2%
25%
.04-.08
Very Coarse
1.0 - 2.0
S
16
0
16
15%
40%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
40%
.16 - .22
Fine
4.0-5.7
G
5
0
5
5%
45%
.22 - .31
Fine
5.7-8.0
R
13
0
13
13%
58%
.31 -.44
Medium
8.0 - 11.3
A
17
0
17
16%
74%
.44 - .63
Medium
11.3 - 16.0
V
17
0
17
16%
90%
.63 - .89
Coarse
16.0-22.6
E
9
0
9
9%
99%
.89 - 1.26
Coarse
22.6-32.0
L
1
0
1
1%
100%
1.26 - 1.77
Very Coarse
32.0-45.0
S
0
0
0
0%
100%
1.77-2.5
Very Coarse
45.0-64.0
0
0
0
0%
1 100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
O
0
0
0
0%
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 104
1 0
1 104
1 100%
1 100%
d16
d35
d50
d84
d95
0.2
1.7
6.8
14.0
19.2
601 -E Particle Size Distribution Sample #2 -50' US CS #5 (Wetted)
100%
- -
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1 -3 -2013
Location: Top (Intermittant) Bankfull
Particle Counts
Inches
Particle
Millimeter
14.5
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
0
0
0
0%
0%
Very Fine
.062 - .125
S
0
0
0
0%
0%
70%
Fine
.125 - .25
A
10
0
10
10%
10%
Medium
.25 - .50
N
0
0
0
0%
10%
Coarse
.50 - 1.0
D
5
0
5
5%
15%
.04-.08
Very Coarse
1.0 - 2.0
S
11
0
11
11%
25%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
25%
.16 - .22
Fine
4.0-5.7
G
0
0
0
0%
25%
.22 - .31
Fine
5.7-8.0
R
5
0
5
5%
30%
.31 -.44
Medium
8.0 - 11.3
A
8
0
8
8%
38%
.44 - .63
Medium
11.3 - 16.0
V
17
0
17
17%
55%
.63 - .89
Coarse
16.0-22.6
E
16
0
16
16%
71%
.89 - 1.26
Coarse
22.6-32.0
L
14
0
14
14%
84%
1.26 - 1.77
Very Coarse
32.0-45.0
S
6
0
6
6%
90%
1.77-2.5
Very Coarse
45.0-64.0
8
0
8
8%
98%
2.5-3.5
Small
64-90
C
1
0
1
1 %
99%
3.5-5.0
Small
90-128
O
1
0
1
1 %
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 102
1 0
1 102
1 100%
1 100%
d16
d35
d50
d84
d95
1.1
9.8
14.5
31.8
56.6
601 E Particle Size Distribution Sample #3 -Top Intermittant ( Bankfull)
100%
-
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
-
0% -:-EZ
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1 -3 -2013
Location: Top (Intermittant) (Wetted)
Particle Counts
Inches
Particle
Millimeter
19.0
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
0
0
0
0%
0%
Very Fine
.062 - .125
S
0
0
0
0%
0%
70%
Fine
.125 - .25
A
3
0
3
3%
3%
Medium
.25 - .50
N
0
0
0
0%
3%
Coarse
.50 - 1.0
D
3
0
3
3%
6%
.04-.08
Very Coarse
1.0 - 2.0
S
3
0
3
3%
9%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
9%
.16 - .22
Fine
4.0-5.7
G
0
0
0
0%
9%
.22 - .31
Fine
5.7-8.0
R
1
0
1
1%
10%
.31 -.44
Medium
8.0 - 11.3
A
13
0
13
13%
23%
.44 - .63
Medium
11.3 - 16.0
V
18
0
18
18%
41%
.63 - .89
Coarse
16.0-22.6
E
19
0
19
19%
59%
.89 - 1.26
Coarse
22.6-32.0
L
13
0
13
13%
72%
1.26 - 1.77
Very Coarse
32.0-45.0
S
17
0
17
17%
89%
1.77-2.5
Very Coarse
45.0-64.0
9
0
9
9%
1 98%
2.5-3.5
Small
64-90
C
1
0
1
1 %
99%
3.5-5.0
Small
90-128
O
1
0
1
1 %
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 101
1 0
1 101
1 100%
1 100%
d16
d35
d50
d84
d95
9.4
14.4
19.0
41.1
57.6
601 E Particle Size Distribution Sample #4 -Top Intermittant (Wetted)
100%
-
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1 -3 -2013
Location: (Wooded Area) Pump House (Bankfull)
Particle Counts
Inches
Particle
Millimeter
7.1
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
0
0
0
0%
0%
Very Fine
.062 - .125
S
0
0
0
0%
0%
70%
Fine
.125 - .25
A
17
0
17
17%
17%
Medium
.25 - .50
N
1
0
1
1%
18%
Coarse
.50 - 1.0
D
6
0
6
6%
24%
.04-.08
Very Coarse
1.0 - 2.0
S
21
0
21
21%
45%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
45%
.16 - .22
Fine
4.0-5.7
G
1
0
1
1%
46%
.22 - .31
Fine
5.7-8.0
R
7
0
7
7%
53%
.31 -.44
Medium
8.0 - 11.3
A
18
0
18
18%
71%
.44 - .63
Medium
11.3 - 16.0
V
5
0
5
5%
76%
.63 - .89
Coarse
16.0-22.6
E
12
0
12
12%
88%
.89 - 1.26
Coarse
22.6-32.0
L
3
0
3
3%
91%
1.26 - 1.77
Very Coarse
32.0-45.0
S
3
0
3
3%
94%
1.77-2.5
Very Coarse
45.0-64.0
6
0
6
6%
1 100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
O
0
0
0
0%
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 100
1 0
1 100
1 100%
1 100%
d16
d35
d50
d84
d95
0.2
1.5
7.1
20.0
48.2
601 E Particle Size Distribution Sample #5- Wooded Area Upper (Bankfull)
100%
-
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1 -3 -2013
Location: (Wooded Area) Pump House (Wetted)
Particle Counts
Inches
Particle
Millimeter
10.7
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
0
0
0
0%
0%
Very Fine
.062 - .125
S
0
0
0
0%
0%
70%
Fine
.125 - .25
A
1
0
1
1%
1%
Medium
.25 - .50
N
1
0
1
1%
2%
Coarse
.50 - 1.0
D
6
0
6
6%
8%
.04-.08
Very Coarse
1.0 - 2.0
S
15
0
15
15%
22%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
22%
.16 - .22
Fine
4.0-5.7
G
5
0
5
5%
27%
.22 - .31
Fine
5.7-8.0
R
10
0
10
10%
37%
.31 -.44
Medium
8.0 - 11.3
A
15
0
15
15%
51%
.44 - .63
Medium
11.3 - 16.0
V
15
0
15
15%
66%
.63 - .89
Coarse
16.0-22.6
E
11
0
11
11%
77%
.89 - 1.26
Coarse
22.6-32.0
L
11
0
11
11%
87%
1.26 - 1.77
Very Coarse
32.0-45.0
S
7
0
7
7%
94%
1.77-2.5
Very Coarse
45.0-64.0
6
0
6
6%
1 100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
O
0
0
0
0%
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 103
1 0
1 103
1 100%
1 100%
d16
d35
d50
d84
d95
1.6
7.6
10.7
28.8
47.7
601 E Particle Size Distribution Sample #6- Wooded Area Upstream (Wetted)
100%
-
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1 -3 -2013
Location: Downstream Below Pipe (Bankfull)
Particle Counts
Inches
Particle
Millimeter
0.6
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
8
0
8
8%
8%
Very Fine
.062 - .125
S
5
0
5
5%
13%
70%
Fine
.125 - .25
A
33
0
33
33%
46%
Medium
.25 - .50
N
2
0
2
2%
48%
Coarse
.50 - 1.0
D
14
0
14
14%
62%
.04-.08
Very Coarse
1.0 - 2.0
S
18
0
18
18%
80%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
80%
.16 - .22
Fine
4.0-5.7
G
0
0
0
0%
80%
.22 - .31
Fine
5.7-8.0
R
7
0
7
7%
87%
.31 -.44
Medium
8.0 - 11.3
A
3
0
3
3%
90%
.44 - .63
Medium
11.3 - 16.0
V
8
0
8
8%
98%
.63 - .89
Coarse
16.0-22.6
E
2
0
2
2%
100%
.89 - 1.26
Coarse
22.6-32.0
L
0
0
0
0%
100%
1.26 - 1.77
Very Coarse
32.0-45.0
S
0
0
0
0%
100%
1.77-2.5
Very Coarse
45.0-64.0
0
0
0
0%
1 100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
O
0
0
0
0%
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 100
1 0
1 100
1 100%
1 100%
d16
d35
d50
d84
d95
0.1
0.2
0.6
7.1
14.1
601 E Particle Size Distribution Sample #7- Downstream Below Pipe (Bankfull)
100%
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East Date: 1 -3 -2013
Location: Downstream Below Pipe (wetted perimeter)
Particle Counts
Inches
Particle
Millimeter
10.1
Riffles
Pools
Total No.
Item %
% Cumulative
Silt /Clay
< 0.062
S/C
0
0
0
0%
0%
Very Fine
.062 - .125
S
1
0
1
1%
1%
70%
Fine
.125 - .25
A
1
0
1
1%
2%
Medium
.25 - .50
N
0
0
0
0%
2%
Coarse
.50 - 1.0
D
5
0
5
5%
7%
.04-.08
Very Coarse
1.0 - 2.0
S
26
0
26
25%
32%
.08 - .16
Very Fine
2.0-4.0
0
0
0
0%
32%
.16 - .22
Fine
4.0-5.7
G
0
0
0
0%
32%
.22 - .31
Fine
5.7-8.0
R
9
0
9
9%
40%
.31 -.44
Medium
8.0 - 11.3
A
14
0
14
13%
54%
.44 - .63
Medium
11.3 - 16.0
V
25
0
25
24%
78%
.63 - .89
Coarse
16.0-22.6
E
16
0
16
15%
93%
.89 - 1.26
Coarse
22.6-32.0
L
6
0
6
6%
99%
1.26 - 1.77
Very Coarse
32.0-45.0
S
1
0
1
1 %
100%
1.77-2.5
Very Coarse
45.0-64.0
0
0
0
0%
1 100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
O
0
0
0
0%
100%
5.0 - 7.1
Large
128-180
B
0
0
0
0%
100%
7.1 -10.1
Large
180-256
L
0
0
0
0%
100%
10.1 -14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lrg- Very Lrg
1024-2048
R
0
0
0
0%
100%
Bedrock
I
BDRK
1 0
1 0
1 0
1 0%
1 100%
Totals
1 104
1 0
1 104
1 100%
1 100%
d16
d35
d50
d84
d95
1.4
6.8
10.1
18.4
25.0
601 E Particle Size Distribution Sample #8- Downstream Below Pipe (Wetted)
100%
-
90%
80%
m
70%
m
60%
U
50%
c
t
40%
m
c
LL
30%
e°
20%
10%
0%
0.1
1 10 100 1000
Particle Size - Millimeter

Sieve Sample #1
Pavement Type: Bank Soil Sample
Sample Date: 1/4/2013
Project: 601 East Existing Conditions
Location: Below confluence of 2 tributaries in lower reach
Largest Particle on bar = = = = => I N/A
Sieve Size
Sieve Sieve Weight Sieve +Sample Sieve +Sample Sieve +Sample
Size mm Lbs Wei ht Lbs Wei ht Lbs Wei ht Lbs
Sieve +Sample
Wei ht Lbs
Total
Weight
Lbs
Size
< #200
S/C
2 1/2 inch
63
1.175
0.0029
#200
0.0750
S
D
2 inch
50
1.195
#100
0.150
A
0.185
0
1 1/2 inch
37.5
1.25
0.30
N
0.145
3.30%
0
1 inch
25
1.23
D
0.19
4.32 %
13.31%
0
3/4 inch
19
1.245
1.96
6.48%
19.80%
0.0937
0.715
1/2 inch
12.5
1.21
2.27
29.81
0.187
#4
1.06
3/8 inch
9.5
1.225
1.76
0.374
3/8'
9.50
0.535
No.4
4.75
1.145
1.92
1 /2"
12.50
V
0.775
No. 8
2.36
1.07
1.51
19.0
E
0.715
0.44
No. 16
1.18
0.955
1.24
L
0
0.00%
0.285
No. 30
0.6
0.9
1.09
0
0.00%
100.00%
0.19
No. 50
0.3
0.815
0.96
0.00%
100.00%
2.5
0.145
No. 100
0.15
0.775
0.96
100.00%
0.185
No. 200
0.075
0.765
0.81
0.045
Passing 200
0.0751
1.081
1.11
L
0.02
Total Sample Weight ===== = = = = => 4.395
Sieve Sample #1
Location: 0
Project: 0
Inches Sieve Millimeter Wt. Retained Obs) % Passing % Cumulative
Size
< #200
S/C
0.02
0.46%
1 0.46%
0.0029
#200
0.0750
S
0.045
1.02%
1.48%
0.0059
#100
0.150
A
0.185
4.21%
5.69%
0.0117
#50
0.30
N
0.145
3.30%
8.99%
0.0234
#30
0.60
D
0.19
4.32 %
13.31%
0.0469
#16
1.18
S
0.285
6.48%
19.80%
0.0937
#8
2.36
G
0.44
10.01%
29.81
0.187
#4
4.75
R
0.775
1 7.63 %
47.44
0.374
3/8'
9.50
A
0.535
12.17%
59.61%
0.5
1 /2"
12.50
V
1.06
24.12%
83.73%
0.748
3/4"
19.0
E
0.715
16.27%
100.00%
0.9843
1"
25.0
L
0
0.00%
100.00%
1.4764
1 1/2"
37.5
S
0
0.00%
100.00%
1.9685
2"
50.0
0
0.00%
100.00%
2.5
2112"
63.0
C
0
0.00%
100.00%
O
0
0.00 %
100.00
B
0
0.00 %
100.00 %
L
0
0.00 %
100.00
B
0
0.00%
100.00%
L
0
0.00%
100.00 %
D
0
0.00 %
100.00
R
0
0.00 %
100.00%
Bedrock
BDRK
0
0.00%
100.00%
Totals
4.395
100%
100%
Becky L. Ward Consulting 8/9/2013

Sieve Sample #2
Pavement Type: Bank Sample
Sample Date: 113 /2013
Project: 601 East Existing Conditions
Location: Upper Wooded Area by Spring House
Largest Particle on bar = = = => I N/A
Total
Sieve Size Sieve Sieve Weight Sieve +Sample Sieve +Sample Sieve +Sample Sieve +Sample Weight
Size mm Lbs Wei ht Lbs Wei h[ Lbs Wei ht Lbs Wei ht Lbs Lbs
2 1/2 inch
63
1.175
Inches Sieve I Millimeter I Wt. Retained Ibs % Passing % Cumulative
Size
< #200
0
2 inch
50
1.195
0.0029
#200
0.0750
S
0
1 1/2 inch
37.5
1.25
#100
0.150
A
0
0
1 inch
25
1.23
0.30
N
0.025
1.04%
0
3/4 inch
19
1.245
1.94
0.01
0.42%
1.46%
0.695
1/2 inch
12.5
1.21
1.67
2.70%
4.16%
0.0937
0.46
3/8 inch
9.5
1.225
1.51
18.71%
0.187
#4
0.285
No.4
4.75
1.145
1.66
0.374
3/8"
9.50
0.515
No. 8
2.36
1.07
1.42
1/2"
12.50
V
0.35
No. 16
1.18
0.955
1.02
19.0
E
0.695
0.065
No. 30
0.6
0.9
0.91
L
0
0.00%
0.01
No. 50
0.3
0.815
0.84
0
0.00%
100.00%
0.025
No. 100
0.15
0.775
0
0.00%
100.00%
2.5
0
No. 200
0.075
0.765
0.00%
100.00%
0
W. 200
Pa
<0.07s
1.08
1
0
Total Sample Weight ==== = = = = => 2.405
Sieve Sample #2
Location: 0
Project: 0
Inches Sieve I Millimeter I Wt. Retained Ibs % Passing % Cumulative
Size
< #200
S/C
0
0.00%
1 0.00%
0.0029
#200
0.0750
S
0
0.00%
0.00%
0.0059
#100
0.150
A
0
0.00%
0.00%
0.0117
#50
0.30
N
0.025
1.04%
1.04
0.0234
#30
0.60
D
0.01
0.42%
1.46%
0.0469
#16
1.18
S
0.065
2.70%
4.16%
0.0937
#8
2.36
G
0.35
14.55%
18.71%
0.187
#4
4.75
R
0.515
21.41 %
40.12%
0.374
3/8"
9.50
A
0.285
11.85%
51.98%
0.5
1/2"
12.50
V
0.46
19.13%
71.10%
0.748
3/4"
19.0
E
0.695
28.90%
100.00%
0.9843
1"
25.0
L
0
0.00%
100.00%
1.4764
11/2"
37.5
S
0
0.00%
100.00%
1.9685
2"
50.0
0
0.00%
100.00%
2.5
21/2"
63.0
C
0
0.00%
100.00%
O
0
0.00%
100.00%
B
0
0.00%
100.00%
L
0
0.00 %
100.00%
B
0
0.00%
100.00%
L
0
0.00 %
100.00
D
0
0.00%
100.00%
R
0
0.00%
100.00%
Bedrock
BDRK
0
0.00%
100.00%
Totals
2.405
100%
100%
Particle Size Distribution Sieve Sample #2- Bank Sample Wooded Area by
Spring House
100%
m
90%
>
80%
� 70
E 60%
U
c
50%
r 40%
F
� 30
LL
20%
e 10%
0%
0.01 0.1 1 10 100 1000
Particle Size - Millimeter
Becky L. Ward Consulting 8/9/2013

Sieve Sample #3
Pavement Type: Depositional Bar
Sample Date: 1/4/2013
Project: 601 East
Location: Depositional Bar in channel below confluence of 2 tributaries at lower stream segment below road
Largest Particle on bar = = = = = => I N/A
Sieve Size
Sieve Sieve Weight Sieve +Sample
Size mm Lbs Wei ht Lbs
Sieve +Sample
Wei ht Lbs
Sieve +Sample
Wei ht Lbs
Total
Sieve +Sample Weight
Wei ht Lbs Lbs
Size
< #200
SIC
0.02
0.21%
2 1/2 inch
63
1.175
0.0750
S
0.11
1.17%
0
2 inch
50
1.195
A
0.23
2.45%
3.84%
0
1 1/2 inch
37.5
1.25
0.49
5.22%
9.06%
0.0234
0
1 inch
25
1.23
9.17%
18.23%
0.0469
#16
0
3/4 inch
19
1.245
35.71%
0.0937
#8
2.36
0
1/2 inch
12.5
1.21
1.49
1445
4.75
R
0.52
3/8 inch
9.5
1.226
1.52
1.59
A
0.66
0.66
No.4
4.75
1.145
2.54
223
0.52
5.54%
2.48
No. 8
2.36
1.07
2.36
2.15
0.00%
100.00%
2.37
No. 16
1.18
0.955
1.83
1.72
100.00%
1.4764
1.64
No. 30
0.6
0.9
135
131
1.9685
2"
0.86
No. 50
0.3
0.815
1.07
1005
21/2"
63.0
0.49
No. 100
0.15
0.775
0.8
0.89
O
0.23
No. 200
0.075
0.765
0.81
0.83
B
0
0.11
Passing 200
70.075
1.08
1.11
11
0
0.00 %
0.02
Total Sample Weight ===== = = = = => 9.38
Sieve Sample #3
Location: 0
Project:
Inches Sieve Millimeter Wt. Retained (lb.) % Passing % Cumulative
Size
< #200
SIC
0.02
0.21%
0.21%
0.0029
#200
0.0750
S
0.11
1.17%
1.39%
0.0059
#100
0.150
A
0.23
2.45%
3.84%
0.0117
#50
0.30
N
0.49
5.22%
9.06%
0.0234
#30
0.60
D
0.86
9.17%
18.23%
0.0469
#16
1.18
S
1.64
17.48%
35.71%
0.0937
#8
2.36
G
2.37
25.27%
60.98%
0.187
#4
4.75
R
2.48
26.44%
87.42%
0.374
3l8"
9.50
A
0.66
7.04%
94.46%
0.5
1 /2"
12.50
V
0.52
5.54%
100.00
0.748
3/4"
19.0
E
0
0.00%
100.00%
0.9843
1"
25.0
L
0
0.00%
100.00%
1.4764
11/2"
37.5
S
0
0.00%
100.00%
1.9685
2"
50.0
0
0.00%
100.00%
2.5
21/2"
63.0
C
0
0.00%
100.00%
O
0
0.00%
100.00%
B
0
0.00%
100.00%
L
0
0.00 %
100.00
B
0
100.00%
L
0
0.00 %
100.00%
D
0
0.00 %
100.00%
R
0
0.00 %
100.00%
Bedrock
BDRK
0
0.00%
100.00%
Totals
9.38
100%
100%
v
3
E
3
U
c
m
L
F
d
LL
I
Particle Size Distribution Sieve Sample #3 - Depositional Bar Below Confluence
of Tributary Lower Reach
100
90% t
80% 1--
70% 1-
60% t
50% 1--
40% 1--
30
20%
10% ]--
0% 1--
0.01
Becky L. Ward Consulting 8/9/2013
0.1 1 10 100 1000
Particle Size - Millimeter

Sieve Sample #4
Pavement Type: Bank Soil Sample
Sample Date: 113/2013
Project: 601 East Existing Conditions
Location: Intermittent upper reach
Largest Particle on bar = = = = = => I N/A
Sieve Size
Sieve Sieve Weight Sieve +Sample
Size mm Lbs Wei ht Lbs
Sieve +Sample
Wei ht Lbs
Sieve +Sample
Wei ht Lbs
Total
Sieve +Sample Weight
Wei ht Lbs Lb.
Size
< #200
SIC
0.02
0.34%
2 1/2 inch
63
1.175
0.0750
S
0.035
0.59%
0
2 inch
50
1.195
A
0.105
1.76%
2.69%
0
1 1/2 inch
37.5
1.25
0.115
1.93%
4.62%
0.0234
0
1 inch
25
1.23
2.03
7.14%
0.0469
#16
0.8
3/4 inch
19
1.245
2.05
0.0937
#8
2.36
0.805
1/2 inch
12.5
1.21
2.37
#4
4.75
R
1.16
3/8 inch
9.5
1.226
2.01
9.50
A
0.785
0.785
No.4
4.75
1.145
2.25
V
1.16
19.48%
1.105
No. 8
2.36
1.07
1.65
0.805
13.52%
86.57%
0.58
No. 16
1.18
0.955
1.25
13.43%
100.00%
1.4764
0.295
No. 30
0.6
0.9
1005
100.00%
1.9685
2"
0.15
No. 50
0.3
0.815
0.93
2.5
21/2"
63.0
0.115
No. 100
0.15
0.775
0.88
O
0.105
No. 200
0.075
0.765
0.8
B
0
0.035
Passing 200
<0.075
1.09
1.1
L
0
0.00 %
0.02
Total Sample Weight ===== = = = = => 5.955
Sieve Sample #4
Location: 0
Project:
Inches Sieve Millimeter Wt. Retained (lb.) % Passing % Cumulative
Size
< #200
SIC
0.02
0.34%
1 0.34%
0.0029
#200
0.0750
S
0.035
0.59%
0.92%
0.0059
#100
0.150
A
0.105
1.76%
2.69%
0.0117
#50
0.30
N
0.115
1.93%
4.62%
0.0234
#30
0.60
D
0.15
2.52%
7.14%
0.0469
#16
1.18
S
0.295
4.95%
12.09%
0.0937
#8
2.36
G
0.58
9.74%
21.83%
0.187
#4
4.75
R
1.105
18.56%
40.39%
0.374
3l8"
9.50
A
0.785
13.18%
53.57%
0.5
1/2"
12.50
V
1.16
19.48%
73.05%
0.748
3/4"
19.0
E
0.805
13.52%
86.57%
0.9843
1"
25.0
L
0.8
13.43%
100.00%
1.4764
11/2"
37.5
S
0
0.00%
100.00%
1.9685
2"
50.0
0
0.00%
1 100.00%
2.5
21/2"
63.0
C
0
0.00%
100.00%
O
0
0.00%
100.00%
B
0
0.00%
100.00%
L
0
0.00 %
100.00
B
0
0.00 %
100.00%
L
0
0.00 %
100.00%
D
0
0.00 %
100.00%
R
0
0.00 %
100.00%
Bedrock
BDRK
0
0.00%
100.00%
Totals
5.955
100%
100%
Particle Size Distribution Sieve Sample #4- Bank Soil Sample Intermittent Upper
Reach
100%
v
90%
> ao%
� 70
E 60%
U
c
50%
r 40%
F
� 30
LL
20%
e 1o%
0%
0.01 0.1 1 10 100 1000
Particle Size - Millimeter
Becky L. Ward Consulting 8/9/2013

Sieve Sample #5
Pavement Type: Point Bar Sample
Sample Date: 113/2013
Project: 601 East Existing Conditions
Location: Intermittent upper reach
Largest Particle on bar = = = = = => 12.5 inches
S
Sieve Size
Sieve Sieve Weight Sieve +Sample
Size mm Lbs Wei ht Lbs
Sieve +Sample Sieve +Sample
Wei ht Lbs Wei ht Lbs
Total
Sieve +Sample Weight
Wei ht Lbs Lbs
Size
< #200
SIC
2 1/2 inch
63
1.175
0.0029
#200
0.0750
S
0
2 inch
50
1.195
#100
0.150
A
0.58
0
1 1/2 inch
37.5
1.25
0.30
1.6
1.13
4.78%
0.35
1 inch
25
1.23
1.74
1.79
1.79
14.86%
1.63
3/4 inch
19
1.245
1.77
1.92
1.93
0.0937
1.885
1/2 inch
12.5
1.21
2.07
2.37
2.08
#4
2.89
3/8 inch
9.5
1.225
2.25
1.94
2.3
9.50
2.815
No. 4
4.75
1.145
2.48
2.63
1.84
2.56
4.93
No. 8
2.36
1.07
1.82
2.11
1.37
2.3
3.32
No. 16
1.18
0.955
134
1.68
1.39
1.7
2.29
No. 30
0.6
0.9
1.18
133
1.29
1.41
1.61
No. 50
0.3
0.815
0.95
1.13
1.12
1619
1.13
No. 100
0.15
0.775
0.86
0.92
0.95
0.95
0.58
No. 200
0.075
0.765
0.79
0.81
0.8
0.8
0.14
Passing 200
<0.o7s
1.08
1.09
1.09
1.091
1.11
0.05
Total Sample Weight ===== = = = = => 23.62
Sieve Sample #4
Location: 0
Project:
Inches Sieve Millimeter Wt. Retained (lb.) % Passing % Cumulative
Size
< #200
SIC
0.05
0.21%
1 0.21%
0.0029
#200
0.0750
S
0.14
0.59%
0.80%
0.0059
#100
0.150
A
0.58
2.46%
3.26%
0.0117
#50
0.30
N
1.13
4.78%
8.04
0.0234
#30
0.60
D
1.61
6.82%
14.86%
0.0469
#16
1.18
S
2.29
9.70%
24.56%
0.0937
#8
2.36
G
3.32
14.06%
38.61%
0.187
#4
4.75
R
4.93
20.87%
59.48%
0.374
3l8"
9.50
A
2.815
11.92%
71.40%
0.5
1/2"
12.50
V
2.89
12.24%
83.64
0.748
3/4"
19.0
E
1.885
7.98%
91.62%
0.9843
1"
25.0
L
1.63
6.90%
98.52%
1.4764
11/2"
37.5
S
0.35
1.48%
100.00%
1.9685
2"
50.0
0
0.00%
100.00%
2.5
21/2"
63.0
C
0
0.00%
100.00%
O
0
0.00%
100.00%
B
0
0.00%
100.00%
L
0
0.00 %
100.00
B
0
0.00 %
100.00%
L
0
0.00 %
100.00%
D
0
0.00 %
100.00%
R
0
0.00 %
100.00%
Bedrock
BDRK
0
0.00%
100.00%
Totals
23.62
100%
100%
Particle Size Distribution Sieve Sample #5- Point Bar Intermittent Upper Reach
100%
a
90%
> 80%
� 70
j 60%
U
c
50%
= 40%
H
d 30
c 20
LL
e 10%
0%
0.01 0.1 1 10 100 1000
Particle Size - Millimeter
Becky L. Ward Consulting 8/9/2013

Sieve Sample #6
Pavement Type: Bank Soil Sample
Sample Date: 113/2013
Project: 601 East Existing Conditions
Location: Intermittent upper reach
Largest Particle on bar = = = = = => 12.3 inches
Sieve Size
Sieve Sieve Weight Sieve +Sample Sieve +Sample Sieve +Sample
Size mm Lbs Wei ht Lbs Wei ht Lbs Wei ht Lbs
Total
Sieve +Sample Weight
Wei ht Lbs Lbs
Inches Sieve Millimeter Wt. Retained (lb.) % Passing % Cumulative
Size
2 1/2 inch
63
1.175
1.175
1 0.17%
0.0029
#200
0
2 inch
50
1.195
1.195
0.0059
#100
0.150
0
1 1/2 inch
37.5
1.25
1.25
1.65
0.30
N
0.4
1 inch
25
1.23
1.89
1.72
D
1.23
1.15
3/4 inch
19
1.245
1.89
1.53
2.28
13420%
0.93
1/2 inch
12.5
1.21
2.85
1.98
12474%
38.97%
2.41
3/8 inch
9.5
1.225
2.5
2
59.81%
0.374
2.05
No.4
4.75
1.145
142
147
0.5
1/2"
3.6
No. 8
2.36
1.07
2.64
1.7
3/4"
19.0
2.2
No. 16
1.18
0.955
2.3
1.89
25.0
L
2.28
No. 30
0.6
0.9
1.46
1.57
S
0 4
1.23
No. 50
0.3
0.815
1009
1.17
0
0.00%
0.63
No. 100
0.15
0.775
0.91
0.9
0.00%
100.00%
0.26
No. 200
oo7s
0.799
0.81
0.82
100400%
0.1
Passing 200
<O!07 s
1.09
1.09
1.1
0.03
Total Sample Weight ===== = = = = => 17.27
Sieve Sample #4
Location: 0
Project:
Inches Sieve Millimeter Wt. Retained (lb.) % Passing % Cumulative
Size
< #200
SIC
0.03
0.17%
1 0.17%
0.0029
#200
0.0750
S
0.1
0.58%
0.75%
0.0059
#100
0.150
A
0.26
1.51%
2.26%
0.0117
#50
0.30
N
0.63
3.65%
5.91%
0.0234
#30
0.60
D
1.23
7.12%
13.03%
0.0469
#16
1.18
S
2.28
13420%
26.23%
0.0937
#8
2.36
G
2.2
12474%
38.97%
0.187
#4
4.75
R
3.6
20.85%
59.81%
0.374
3l8"
9.50
A
2.05
11.87%
71.69%
0.5
1/2"
12.50
V
2.41
13495%
85.64
0.748
3/4"
19.0
E
0.93
5.39%
91.02%
0.9843
1"
25.0
L
1.15
6.66%
97.68%
1.4764
1 1/2"
3745
S
0 4
2.32%
100.00%
1.9685
2"
50.0
0
0.00%
100400%
2.5
21/2"
63.0
C
0
0.00%
100.00%
O
0
0.00%
100400%
B
0
0.00%
100.00%
L
0
0.00 %
100.00
B
0
100.00%
L
0
0.00 %
100.00%
D
0
0.00 %
100.00%
R
0
0.00 %
100.00%
Bedrock
BDRK
0
0.00%
100.00%
Totals
17.27
100%
100%
Particle Size Distribution Sieve Sample #6- Point Bar Sample Wooded Area by
Spring House Upper Reach
100%
v
90%
> ao%
� 70
E 60%
U
c
50%
r 40%
F
� 30
LL
20%
e 10%
0%
0.01 0.1 1 10 100 1000
Particle Size - Millimeter
Becky L. Ward Consulting 8/9/2013

C�
�I
C�
0
hd

- 2 X Bankfull
565
563
Summa
bankfull
Project: 601 East
Summa
bankfull
Cross Section
1
^.
m
MYO
Feature
A (BKF)
1.7
1.9
Station:
5 +06
5 +45
W (BKF)
5.7
W (BKF)
Date:
15- Jan -13
Date:
15- Jan -13
Max d
0.6
Crew:
0.7
Crew:
Mean d
0.3
549
100 110 120 130 140 150 160
Mean d
0.4
W/D
18.9
Surveyed
W/D
13.3
Station
Elevation Notes
Cross Section 1 Station 5 +06
Elevation
100.00 553.30
110.16
552.81
Cross Section 2 Station 5 +45
3.62
470.32
119.38
552.47
across Section -t- Bankfull 2 X Bankfull
469.02
129.29
551.88
8.41
468.74
133.50
551.14 TOE L
+Cross Section -41-- Bankfull
12.81
468.63
134.30
551.14 TIN
565
14.12
134.74
551.28 TOE R
14.67
135.81
551.73 TOBR Bankfull right
15.35
136.63
551.98
563
16.57
17.42
138.51 551.97
141.82
552.17
147.68
157.02
552.36
552.35
561
19.71
467.19
TW
559
20.57
467.24
d
ILLS
0 557
22.90
467.81
a>i
24.58
26.59
30.67
37.59
468.07
468.63
469.38
469.80
bankfull right
TOBR
w 555
553
42.92
470.95
551
472.01
549
110
120 130 140 150 160
100
Station (Feet)
- 2 X Bankfull
565
563
Summa
bankfull
561
Project: 601 East
Cross Section
2
559
^.
m
Feature
A(BKF)
1.9
Station:
5 +45
553
W (BKF)
5.0
Date:
15- Jan -13
551
Max d
0.7
Crew:
BW,SV
549
100 110 120 130 140 150 160
Mean d
0.4
W/D
13.3
Surveyed
Station
Elevation
Notes
Cross Section 2 Station 5 +45
3.62
470.32
RIFFLE
4.61
469.02
8.41
468.74
+Cross Section -41-- Bankfull
12.81
468.63
14.12
468.42
14.67
468.29
TOBL
15.35
468.11
bankfull left
16.57
17.42
468.01
467.57
18.41
467.09
TOE L
19.71
467.19
TW
20.57
467.24
21.37 467.36 TOE R
22.90
467.81
24.58
26.59
30.67
37.59
468.07
468.63
469.38
469.80
bankfull right
TOBR
42.92
470.95
472.01
- 2 X Bankfull
565
563
561
559
^.
m
IL
0 557
m
w
555
553
551
549
100 110 120 130 140 150 160
Station (Feet)

Cross Section 4 Station 6 +30
t -� Bankfull
560
565
558
556
Project: 601 East
Summa
bankfull
Cross Section 3
561
m
m
LL
Feature
Riffle
0 552
A (BKF)
1.5
Station:
5 +86
550
W (BKF)
3.0
w 553
Date:
15- Jan -13
Max d
0.6
546
Crew:
BW,SV
549
Mean d
0.5
Station (Feet)
547
545
W/D
6.2
100 120 140 160 180 200 220
Surveyed
Station
Elevation
Notes
Station 5 +86 Upper Reach
100.00 551.89
115.17
551.26
127.77
551.02
136.07
550.65
TOBL
Bankfull lefl
Cross Section t Bankfull 2 X
137.46
550.39
132.07
547.40
139.08
549.62
132.81
546.61
TOE L
133.04
140.64 548.80 TOBL
TW
140.77
547.93
Bankfull left
134.34 546.61 TOE R
140.82
547.36
TOE L
547.01
142.41 547.35 TW
135.06
142.69
143.58
547.35
547.71
TOE R
135.14
548.22
TOBR
144.95
549.23
TOBR
136.33 548.72
146.20
549.42
141.77
549.63
147.98 549.80
149.33
550.42
146.06
549.62
158.06 549.25
557
Cross Section 4 Station 6 +30
t -� Bankfull
560
565
558
556
Project: 601 East
563
bankfull
Cross Section 4
561
m
m
LL
559
Riffle
0 552
A (BKF)
w
m
LL
Station:
0 555
550
W (BKF)
4.1
w 553
Date:
15- Jan -13
551
1.1
546
Crew:
BW, SV
549
Mean d
0.7
Station (Feet)
547
545
W/D
5.8
100 120 140 160 180 200 220
Station (Feet)
Cross Section 4 Station 6 +30
Cross Section - Bankfull -�2 X Bankfull
560
558
556
Project: 601 East
Summa
bankfull
Cross Section 4
m
m
LL
Feature
Riffle
0 552
A (BKF)
2.9
Station:
6 +30
550
W (BKF)
4.1
Date:
15- Jan -13
Max d
1.1
546
Crew:
BW, SV
Mean d
0.7
Station (Feet)
W/D
5.8
Surveyed
Station
Elevation
Notes
100.00 550.96
109.88
550.16
120.15
126.95
550.15
549.50
129.47
130.98
549.16
547.70
TOBL
Bankfull lefl
132.07
547.40
132.81
546.61
TOE L
133.04
546.61
TW
134.34 546.61 TOE R
134.86
547.01
135.06
547.22
135.14
548.22
TOBR
136.33 548.72
138.98
549.15
141.77
549.63
146.06
549.62
158.06 549.25
Cross Section 4 Station 6 +30
Cross Section - Bankfull -�2 X Bankfull
560
558
556
554
m
m
LL
0 552
_N
w
550
548
546
544
100 110 120 130 140 150 160 170 180 190 200
Station (Feet)

Cross Section 5
Feature
Station: 7 +12
Date:
Crew:
15- Jan -13
BW, SV
Surveyed
Station
Elevation Notes
Project: 601 East
466.48
2.75
464.95
6.75
463.32
8.66
462.95
11.12
462.56 TOBL bankfull left
11.90
462.11 TOE L
560
13.65
461.93 TW
15.05
461.93 TOE R
T.e.n
16.66
462.47
558
18.27
462.98
21.75
463.30
27.36
463.70
30.01
464.52 STEP
556
d
554
m
LL
0 552
v
w 550
548
546
544
100
(BKF) 1.4
(BKF) 4.9
ax d 0.5
can d 0.3
/D 16.7
Cross Section 5 Station 7 +12
--o- CrossSection tBankfull - *- 2XBankfull
110 120 130 140 150 160 170 180 190 200
Station (Feet)
Project: 601 East
Cross Section 6
Feature
m
552
m
LL
Station:
8 +66
550
T.e.n
Date:
15- Jan -13
w 548
546
Crew:
BW,SV
544
542
540
Surveyed
100 120 140 160 180 200 220 240
Station (Feet)
Station
Elevation
Notes
Cross Section 6 Station 8 +66
100.00 548.72
109.18
547.92
117.07
546.99
132.70
546.05
-$--Cross Section --0- Bankfull f 2 X Bankfull
146.36
545.66
149.18
152.25
545.33
544.33
TOBL
560
153.17
542.30
TOE L
153.77
542.31
558
154.62 542.33 TW
156.26
542.54
157.33
542.77
556
158.15 542.86 Bankfull right
ted
554
m
552
m
LL
0
550
w 548
546
544
542
540
100 120 140 160 180 200 220 240
Station (Feet)

t ( -� Bankfull
560
558
601 East
Project: 601 East
Summa
bankfull
Cross Section 7
556
Cross Section 8
Feature
Feature
A (BKF)
3.9
Station:
9 +44
LL
W (BKF)
7.6
c 550
Date:
15- Jan -13
Max d
1.2
Max d
1.2
BW,SV
Crew:
BW,SV
Mean d
0.5
Mean d
0.5
W/D
19.4
544
W/D
14.8
Surveyed
542
Station
Elevation Notes
540
Station
Elevation
Notes
115.83
542.84
Cross Section 7 Station 9 +44
100.00 543.73
112.54
543.54
542.56
542.78
t Cross Section t Bankfull -� 2 X Bankfull
128.13
134.79
543.57
543.77
Cross Section Bankfull 2 X
169.17
139.23
543.48
TOBL
174.71 542.32
139.74
541.83
TOE L
141.41 541.36 TW
541.65 Bankfull left
553
141.53
541.44
TOE R
180.17 541.57
181.92
142.94
542.09
TOBR
143.95 542.17 Bankfull right
145.86
147.10
541.94
542.51
549
547
LL
c 545
R
w 543
541
539
537
535
100
120
140 160 180 200 220 240 260
Station (Feet)
t ( -� Bankfull
560
558
601 East
Summa
bankfull
556
Cross Section 8
554
Feature
A (BKF)
d
Station:
552
d
LL
10.6
c 550
15- Jan -13
Max d
1.2
Crew:
BW,SV
w 548
Mean d
0.5
546
W/D
19.4
544
Surveyed
542
Station
Elevation Notes
540
Cross Section 8 Station 9 +90
100 120 140 160 180 200 220
Station (Feet)
Project:
601 East
Summa
bankfull
Cross Section 8
Feature
A (BKF)
5.8
Station:
9 +90
W (BKF)
10.6
Date:
15- Jan -13
Max d
1.2
Crew:
BW,SV
Mean d
0.5
W/D
19.4
Surveyed
Station
Elevation Notes
Cross Section 8 Station 9 +90
100.00 543.72
115.83
542.84
136.53
149.06
542.56
542.78
t Cross Section t Bankfull -� 2 X Bankfull
159.31
542.81
169.17
542.70
555
174.71 542.32
176.46
542.08 TOBL
178.58
541.65 Bankfull left
553
180.17 541.57
181.92
541.33
551
549
547
LL
c 545
R
w 543
541
539
537
535
100
120
140 160 180 200 220 240 260
Station (Feet)

Cross Section 9 Station 11 +17
Cross Section Bank-full - �2XBankfull
555
553
551
Project: 601 East
Summa
bankfull
Cross Section
9
547
LL
0 545
°-'
Feature
Feature
A (BKFStation:
A (BKF)
8.1
Station:
11 +17
100 120 140 160 180 200 220 240
Station (Feet)
W (BKF)
19.4
Date:
15- Jan -13
Max d
Max d
0.8
Crew:
Crew:
BW,SV
Mean d
Mean d
0.4
W/D
W/D
46.5
Surveyed
Surveyed
Station
Station
Elevation
Notes
Cross Section 10 Station 12 +11
537.72
463.55 RIFFLE
8.11
461.23
131.74
135.15
8.92
10.51
461.01
460.40
bankfull left
TOE L
tCross Section tBankfull- �2X Ban kfull
135.68
12.00
460.28
TW
138.08
13.34
460.25
550
138.38 536.83
14.10 460.32 TOE R
142.17
14.24
15.86
461.59
462.37
bankfull right
TOBR
142.42
536.79
18.81
462.69
143.99
536.67
24.75
30.86
463.64
465.60
144.79
536.84
149.26
536.93
TOBR
162.27
167.53
537.24
537.32
Bankfull Right
546
172.64
537.94
181.84
538.01
544
v
LL
0 542
R
d
w 540
538
536
534
70
Cross Section 9 Station 11 +17
Cross Section Bank-full - �2XBankfull
555
553
551
Project: 601 East
SummFbankf�4LI!,
549
Cross Section 10
547
LL
0 545
°-'
Feature
543
w
541
A (BKFStation:
539
537
12 +11
535
100 120 140 160 180 200 220 240
Station (Feet)
Project: 601 East
SummFbankf�4LI!,
Cross Section 10
Feature
A (BKFStation:
12 +11
W (BKFDate:
15- Jan -13
Max d
Crew:
BW, SV
Mean d
W/D
Surveyed
Station
Elevation
Notes
Cross Section 10 Station 12 +11
537.72
124.05
537.39
TOBL
131.74
135.15
536.86
536.62
tCross Section tBankfull- �2X Ban kfull
135.68
536.53
Toe L
138.08
536.49
TW
550
138.38 536.83
142.17
536.98
142.42
536.79
143.99
536.67
548
144.79
536.84
149.26
536.93
TOBR
162.27
167.53
537.24
537.32
Bankfull Right
546
172.64
537.94
181.84
538.01
544
v
LL
0 542
R
d
w 540
538
536
534
70
90 110 130 150 170 190 210
50
Station (Feet)

Cross Section 11 Station 12 +84
Cross Section -f- Bankfull -2 X Bankfull
545
544
Summa
bankfull
541
Project: 601 East
Cross Section
11
542
C
0
Feature
m 541
m
A (BKF)
12.9
Station:
12 +84
533
539
W (BKF)
60.0
w
Date:
15- Jan -13
538
Max d
0.7
Crew:
BW, Sv
Mean d
0.2
535
W/D
278.8
50 70 90 110 130 150 170 190 210
Station (Feet)
Surveyed
Station
Elevation
Notes
536.27
110.33
536.03
121.70
126.50
536.19
536.10
131.63
138.78
536.08
535.96
138.82
536.01
141.06
535.81
TOBL
155.11
534.08
142.33 535.66 TOE L
145.48
535.53
TW
TOBL
147.33
535.64
TOE L
164.54
149.63 535.62
150.09
535.65
TOE R
165.39 533.33 TOE R
166.60
152.48
535.98
TOB Bankfull right
168.25
158.55
536.02
170.49
165.12
536.72
175.92
535.37
1 75. 96
535.37
TOBR
Cross Section 11 Station 12 +84
Cross Section -f- Bankfull -2 X Bankfull
545
544
Summa
bankfull
541
Project: 601 East
Cross Section
543
542
C
0
Feature
m 541
m
A (BKF)
LL
0 540
Station:
13 +80
533
539
W (BKF)
20.4
w
Date:
15- Jan -13
538
Max d
1.1
537
BW, Sv
Mean d
536
535
W/D
47.5
50 70 90 110 130 150 170 190 210
Station (Feet)
Cross Section 12 Station 13 +80
-� -Cross Section Bankfull 2 X Bankfull
545
543
Summa
bankfull
541
Project: 601 East
Cross Section
12
l 539
C
0
Feature
537
A (BKF)
8.8
Station:
13 +80
533
W (BKF)
20.4
Date:
15- Jan -13
Max d
1.1
Crew:
BW, Sv
Mean d
0.4
W/D
47.5
Surveyed
Station
Elevation Notes
535.53
108.88
535.17
136.65
534.21
145.46
534.37
151.27
534.33
151.99
534.06
155.11
534.08
160.40
534.12
TOBL
162.86
533.35
TOE L
164.54
533.27
TW
165.39 533.33 TOE R
166.60
533.85
168.25
533.92
170.49
534.04
Bankfull right
175.92
535.37
1 75. 96
535.37
TOBR
Cross Section 12 Station 13 +80
-� -Cross Section Bankfull 2 X Bankfull
545
543
541
l 539
C
0
537
m
w
535
533
531
100 110 120 130 140 150 160 170 180 190 200
Station (Feet)

t -� 2 X Bankfull
545
Summa
bankfull
Project: 601 East
Summa
bankfull
Cross Section
13
541
MY0
iv
Feature
ti 539
c
A (BKF)
9.1
A(BKF)
8.1
14 +50
Station:
14 +37
W (BKF)
16.4
W (BKF)
12.5
15- Jan -13
Date:
15Jan -13
Maz d
1.0
Max d
1.5
BW, SV
Crew:
BW, SV
531
Mean d
0.6
Mean d
0.6
W/D
29.8
W/D
19.3
Surveyed
Surveyed
Station
Elevation Notes
Station
Elevation Notes
Cross Section 14 Station 14 +50
534.93
110.50
Cross Section 13 Station 14 +37
534.36
116.42
533.96
129.14
143.50
534.05
533.25
131.43
533.74
146.75
532.88
1-*- Cross Section t Bankfull - 2X Bankfull
137.61
533.22
532.64
Bankfull left
138.45
533.01
Bankfull left
532.23
TOE L
140.20
532.84
TOBL
545
TW
141.06 532.22 TOE L
158.00
142.49
531.74
TW
144.53
531.86
TOE R
159.76 533.24 TOBR
167.78
533.61
Bankfull right
146.19
533.00
TOBR
543
171.93
534.51
148.98 533.11 Bankfull right
151.41
533.53
176.64
187.10
535.34
536,35
154.16
533.96
157.92
534.29
541
161.23
534.82
164.28
535.25
m
LL 539
c
0
.g
m 537
w
535
533
531
90
110 130 150 170 190
70
Station (Feet)
t -� 2 X Bankfull
545
Summa
bankfull
Project: 601 East
Cross Section
14
541
Feature
iv
ti 539
c
A (BKF)
9.1
0
Station:
14 +50
d 537
w
W (BKF)
16.4
Date:
15- Jan -13
Maz d
1.0
Crew:
BW, SV
531
Mean d
0.6
W/D
29.8
Surveyed
Station
Elevation Notes
Cross Section 14 Station 14 +50
534.93
110.50
534.24
129.14
143.50
534.05
533.25
t Cross Section Bankfull
146.75
532.88
150.93
532.64
Bankfull left
154.24 532.59 TOBL
156.01
532.23
TOE L
156.82
532.25
TW
158.00
532.30
TOE R
159.76 533.24 TOBR
167.78
533.61
Bankfull right
171.93
534.51
176.64
187.10
535.34
536,35
t -� 2 X Bankfull
545
543
541
iv
ti 539
c
0
d 537
w
535
533
531
100 110 120 130 140 150 160 170 180 190 200
Station (Feet)

Cross Section 15 Station 16 +80, Riffle
--s-Cross Section t Bankfull -� 2 X Bankfull
545
Summa
bankfull
541
Project: 601 East
Cross Section
15
0
530
Feature
MYO
Feature
Riffle
Station:
0
535
A (BKF)
8.8
a
W (BKF)
Station:
16 +80
Date:
15- Jan -13
533
W (BKF)
21.7
Max d
Date:
15- Jan -13
BW, Sv
Max d
1.1
529
Crew:
BW, Sv
527
Mean d
0.4
100 110 120 130 140 150 160 170 180 190 200
Station (Feet)
W/D
53.6
Elevation Notes
Surveyed
528.76
120.13 528.43
126.60
134.38
528.32
527.79
Station
Elevation Notes
135.76
527.17
531.41
110.96
530.90
137.41
527.20
119.10
127.68
530.43
529.59
137.97
525.47
TOE L
136.08
529.45
TOBL
138.48
525.64
TIN
138.57
529.08
Bankfull left
139.17
526.48
TOE R
140.66
528.68
TOE L
140.71
527.36
Bankfull right
141.68
528.42
TW
141.46
527.65
144.66
528.61
TOE R
142.55
527.71
146.80
529.44
144.25
528.55
TOBR
150.66
529.46
147.71
528.62
164.42
530.10
162.02
528.84
187.64 531.01
191.01
528.97
Cross Section 15 Station 16 +80, Riffle
--s-Cross Section t Bankfull -� 2 X Bankfull
545
Summa
543
541
Cross Section 16
0
530
Feature
539
a
537
c
Station:
0
535
520
a
W (BKF)
M14.
'w
Date:
15- Jan -13
533
Max d
531
BW, Sv
Mean d
529
527
W/D
100 110 120 130 140 150 160 170 180 190 200
Station (Feet)
Cross Section 16 Station 17 +60
Cross Section +Bankfull 2 X Bankfull
545
Summa
540
Project: 601 East
Cross Section 16
0
530
Feature
Ij
A(BKF)
Station:
17 +60
520
W (BKF)
M14.
Date:
15- Jan -13
Station (Feet)
Max d
Crew:
BW, Sv
Mean d
W/D
Surveyed
Station
Elevation Notes
528.76
120.13 528.43
126.60
134.38
528.32
527.79
TOBL
135.76
527.17
Bankfull left
137.41
527.20
137.97
525.47
TOE L
138.48
525.64
TIN
139.17
526.48
TOE R
140.71
527.36
Bankfull right
141.46
527.65
142.55
527.71
144.25
528.55
TOBR
147.71
528.62
162.02
528.84
191.01
528.97
Cross Section 16 Station 17 +60
Cross Section +Bankfull 2 X Bankfull
545
540
m
535
c
0
530
Ij
525
520
100 110 120 130 140 150 160 170 180 190 200
Station (Feet)

Summa
bankfull
Project: 601 East
Summa
bankfull
Cross Section
17
529
Feature
Feature
0
> 525
A (B(B KF)
5.9
A(BKF)
7.5
21 +42
Station:
18 +28
W KF)
6.8
W (BKF)
7.8
15- Jan -13
Date:
15- Jan -13
517
Max d
1.4
Max d
1.7
BW, SV
Crew:
BW, SV
Mean d
0.9
Mean d
1.0
W/D
7.7
W/D
8.2
Surveyed
Surveyed
Station
Elevation Notes
Station
Elevation Notes
522.72
Cross Section 17 Station 18 +28
529.23
126.43
528.25
116.83
522.17
136.19
138.63
527.49
527.00
521.86
Cross S action -+- Bankfull- >t- 2XBankfull
142.53
526.22 TOBL Bankfull left
Cross Section --m-Bankfull -.--2 X Bankfull
143.22
525.87
540
140.31
144.02 525.09 TOE L
Bankfull left
146.22
52435
TW
140.97 519.91
141.53
519.50
147.4 1
524.62
TOE R
538
142.64
519.17
TOE L
148.75 525.37
150.48
525.87
Bankfull right
144.60 518.86
152.25
527.25
TOBR
536
154.65 527.52
518.66
519.45
TOE R
Bankfull right
162.77
527.57
173.38
527.77
520.11
534
185.76 528.30
149.19
520.54
TOBR
d
LL 532
151.01
521.03
0
> 530
d
w
528
526
524
522
110
120
130 140 150 160 170 180 190 200
100
Station (Feet)
Summa
bankfull
Project: 601 East
Cross Section
18
529
Feature
527
c
0
> 525
A (B(B KF)
5.9
Station:
21 +42
523
W KF)
6.8
Date:
15- Jan -13
519
517
Max d
1.4
100 110 120 130 140 150 160 170
Crew:
BW, SV
Mean d
0.9
W/D
7.7
Surveyed
Station
Elevation Notes
522.72
Cross Section 18 Station 21 +42
116.83
522.17
128.44
521.86
134.78
521.13
Cross Section --m-Bankfull -.--2 X Bankfull
138.49
520.46
535
140.31
520.06
Bankfull left
140.97 519.91
141.53
519.50
142.64
519.17
TOE L
533
144.60 518.86
145.77
518.51
TW
146.75
147.45
518.66
519.45
TOE R
Bankfull right
531
147.85
520.11
149.19
520.54
TOBR
151.01
521.03
529
d
w,
527
c
0
> 525
d
w
523
521
519
517
100 110 120 130 140 150 160 170
Station (Feet)

Cross Section 20 Section 23 +11
Cross Section 19 Station 22 +52
530
� -Cross Section � Bankfull - 2 X Bankfull
535
bankfull
533
Project: 601 East
Project: 601 East
Cross Section
Cross Section 19
ti 524
c
Feature
0
m 522
w
529
Feature
520
10.7
Station:
22 +52
6.1
c
FWD"
8.1
525
m
Date:
15-Jan-13
6.9
Date:
m 523
1.7
Crew:
BW, SV
1.4
521
Crew:
BW, SV
1.3
519
0.9
6.1
517
Surveyed
7.9
515
Station
Elevation Notes
Station (Feet)
Station
Elevation Notes
520.5s
106.50
520.41
107.59 519.60 TOBL
109.91
518.60
bankfull left
111.58
115.03
520.49
520.27
110.63
517.42
TOE L
117.08
519.70
112.52
517.16
TW
118.95
519.17
TOBL
114.20
517.50
TOE R
119.01
518.61
Bankfull left
114.54
517.98
Bankfull right
119.39
518.26
116.83
518.61
TOBR
120.34
518.01
119.17
519.25
120.68
517.56
TOE L
135.00
520.00
122.33
124.29
517.44
517.49
TW
150.00
521.00
126.08
518.10
TOE R
127.85
520.05
TOBR
129.61 520.66
133.04
520.83
Cross Section 20 Section 23 +11
Cross Section 19 Station 22 +52
530
� -Cross Section � Bankfull - 2 X Bankfull
535
a
533
Project: 601 East
Cross Section
531
ti 524
c
0
m 522
w
529
Feature
520
m 527
LL
6.1
c
23 +11
70 80 90 100 110 120 130 140 150 160
525
m
W
6.9
Date:
m 523
Max d
1.4
521
Crew:
BW, SV
519
0.9
517
W/D
7.9
515
100 105 110 115 120 125 130 135 140 145
Station (Feet)
Cross Section 20 Section 23 +11
-� Cross Section f Bankfull - 2 X Bankfull
530
528
a
bankfull
Project: 601 East
Cross Section
20
ti 524
c
0
m 522
w
Feature
520
A (
;n'
6.1
Station:
23 +11
70 80 90 100 110 120 130 140 150 160
Station (Feet)
W
6.9
Date:
15- Jan -13
Max d
1.4
Crew:
BW, SV
Mean d
0.9
W/D
7.9
Surveyed
Station
Elevation Notes
107.59 519.60 TOBL
109.91
518.60
bankfull left
110.63
517.42
TOE L
112.52
517.16
TW
114.20
517.50
TOE R
114.54
517.98
Bankfull right
116.83
518.61
TOBR
119.17
519.25
135.00
520.00
150.00
521.00
Cross Section 20 Section 23 +11
-� Cross Section f Bankfull - 2 X Bankfull
530
528
526
d
ti 524
c
0
m 522
w
520
518
516
70 80 90 100 110 120 130 140 150 160
Station (Feet)

Cross Section 21 Station 23 +19
Cross Section -+- Bankfull 2 X Bankfull
535
Summa
bankfull
Project: 601 East
Cross Section
21
Cross Section
m
525
IL
C
Feature
O
Feature
Riffle
w 520
A(BKF)
11.2
A (BKF)
Station:
23 +19
515
24 +55
W (BKF)
12.4
W (BKF)
Date:
15Jan -13
Station (Feet)
15- Jan -13
Max d
1.7
0.7
Crew:
BW, SV
BW, SV
Mean d
0.9
0.5
W/D
13.7
39.2
Surveyed
Surveyed
Station
Elevation Notes
Station
Elevation
Notes
519.54
103.84
519.44
519.43
114.72
518.78
106.27
108.72
518.85
517.42
TOBL
TOE L
124.30
518.64
109.59
516.97
TW
--*--Cross Section tBankfull - 2 X Bankfull
136.57
518.34
111.43
517.12
TOE R
144.61
518.16
114.00 517.84 TOBR
115.25
518.10
147.74
517.85
TOBL Bankfull Left
116.77
518.24
Bankfull right
150.01
517.32
TOE L
118.91
518.71
151.04
517.23
120.99
123.51
518.88
519.65
153.18
517.30
154.11
517.13
TW
528
155.92 517.24
157.61
517.44
159.79
517.46
161.88
517.23
526
163.79
517.24
TOE R
169.12
518.43
TOBR
v
ti 524
Cross Section 21 Station 23 +19
Cross Section -+- Bankfull 2 X Bankfull
535
Project: 601 East
530
bankfull
Cross Section
m
525
IL
C
O
Feature
Riffle
w 520
A (BKF)
9.0
515
24 +55
W (BKF)
510
100 105 110 115 120 125 130 135 140
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
22
Feature
Riffle
A (BKF)
9.0
Station:
24 +55
W (BKF)
18.8
Date:
15- Jan -13
Max d
0.7
Crew:
BW, SV
Mean d
0.5
W/D
39.2
Surveyed
Station
Elevation
Notes
Cross Section 22 Station 24 +55, Riffle
519.43
114.72
518.78
124.30
518.64
--*--Cross Section tBankfull - 2 X Bankfull
136.57
518.34
144.61
518.16
147.74
517.85
TOBL Bankfull Left
530
150.01
517.32
TOE L
151.04
517.23
153.18
517.30
154.11
517.13
TW
528
155.92 517.24
157.61
517.44
159.79
517.46
161.88
517.23
526
163.79
517.24
TOE R
169.12
518.43
TOBR
v
ti 524
e
0
> 522
Mu
520
518
516
110
120
130 140 150 160 170 180 190 200
100
Station (Feet)

bankfull
Project: 601 East
Cross Section
23 -B8
Cross Section 1
Feature
Feature
8.4
Station:
23 +59
Station:
27 +96
FW/D
7.2
Date:
15-Jan-13
Date:
15- Jan -13
2.5
Crew:
BW, SV
Crew:
BW, SV
1.2
0.8
6.1
Surveyed
Surveyed
Station
Elevation Notes
Station
Elevation Notes
Cross Section 22 -B8 Section 23 +59
521.16
103.26
520.99
518.30
118.33
518.48
109.36
520.15
132.80
517.55
115.57
519.54
142.90
516.64
TOBL
-*-Cross Section -d- Bankfull 2 X Bankfull
120.76
519.31
TOBL
1 49 .75
515.82
bankfull left
123.24
518.80
151.63
152.34
515.51
515.15
530
530
154.60
124.48 518.69
125.64
517.22
TOE L
156.68
514.43
128.02
515.97
TW
159.70 513.89
129.39
516.51
TOE R
528
130.43 518.14
131.88
518.42
Sankfull right
167.82 514.02
132.97
139.50
518.60
518.47
TOBR
526
174.70
514.20
524
d
522
0
LL
522
a
w
520
520
L
518
516
514
100 105 110
115 120 125 130 135 140 145
Station (Feet)
a bankfull
Project: 601 East
Cross Section
23 -B8
518
Feature
512
22.9
Station:
27 +96
rad
29.3
Date:
15- Jan -13
2.4
Crew:
BW, SV
0.8
37.5
Surveyed
Station
Elevation Notes
Cross Section 23 -B8 Section 27 +96
518.30
118.33
518.48
132.80
517.55
142.90
516.64
TOBL
[--$--Cross Section tBankfull -*-2X Bankfull
1 49 .75
515.82
bankfull left
151.63
152.34
515.51
515.15
530
154.60
514.71
156.68
514.43
528
159.70 513.89
161.90
512.59
TW
526
164.44
514.21
167.82 514.02
170.50
172.55
514.22
514.44
524
174.70
514.20
522
LL
0
520
L
518
516
514
512
510
100 120 140 160 180 200 220 240 260
Station (Feet)

Summa
Riffle
bankfull
Project: 601 East
Project: 601 East
Summa
Cross Section 24
Cross Section
25
Feature
Riffle
A (BKF)
21.0
Feature
Station:
30 +15
W (BKF)
74.6
Date:
15Jan -13
Max d
1.3
10.9
Crew:
BW, SV
15- Jan -13
Mean d
0.3
1.2
Crew:
BW, Sv
W/D
264.6
Mean d
0.4
Surveyed
Station Elevation Notes
100.50
514.00
513.57
Surveyed
Cross Section 24 Section 30 +15, Riffle
116.77
513.29
Station
Elevation
Notes
128.51
136.36
513.18
513.08
Cross Section 25 Station 30 +37, Pool
513.75
124.39
Cross Section -iw- Bankfull -a- 2 X Bankfull
141.00
5 13.1 0
TOBL
139.29
144.52
142.10
143.27
513.03
512.59
Bankfull left
TOE L
t Cross Section t Bankfull 2 X Bankfull
525
512.76
144.19
512.42
148.35
512.53
Bankfull Left
525
1 45 .69
512.37
523
149.80 512.10 TOBL
150.69
147.26
512.14
TW
151.39
152.64
148.48 512.13 TOE R
149.35
51 2.79
TOBR
149.96
153.24
512.97
512.98
Bankfull Right
521
153.68
512.29
164.01
513.18
154.98
512.46
TOBR Bankfull Right
521
d
i 519
157.15 512.39
0
0
159.02
512.51
>
161.46
512.88
517
A
519
w
d
lL
0 517
515
m
m
513
w 515
511
30
80 130 180 230 280
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
25
Feature
Pool
A (BKF)
4.6
Station:
30 +37
W (BKF)
10.9
Date:
15- Jan -13
Max d
1.2
Crew:
BW, Sv
Mean d
0.4
W/D
25.4
Surveyed
Station
Elevation
Notes
Cross Section 25 Station 30 +37, Pool
513.75
124.39
513.41
139.29
144.52
513.18
513.13
t Cross Section t Bankfull 2 X Bankfull
1 47 .04
512.76
148.35
512.53
Bankfull Left
525
149.80 512.10 TOBL
150.69
511.33
TOE L
151.39
152.64
511.35
511.37
TW
523
153.07
511.80
TOE R
153.68
512.29
154.98
512.46
TOBR Bankfull Right
521
157.15 512.39
159.02
512.51
161.46
512.88
519
d
lL
0 517
m
m
w 515
513
511
509
110
120
130 140 150 160 170 180 190
100
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
26
27
Feature
Pool
Feature
Riffle
A (BKF)
12.6
Station:
30 +58
Station:
W (BKF)
18.9
Date:
15- Jan -13
9.9
Max d
1.9
Crew:
BW, Sv
Max d
1.1
Mean d
0.7
BW, Sv
Mean d
W/D
28.3
Surveyed
W/D
31.5
Station
Elevation Notes
Surveyed
Cross Section 26 Section 30 +58, Pool
513.56
131.51
513.24
Notes
Cross Section 27 Station 30 +88 Upper Reach
140.37
513.02
103.22
512.04
t Cross Section t Bankfull 2 X Bankfull
150.99
513.08
106.47
107.02
512,07
512.02
TOBL Bankfull Left
156.82
512.67
t Cross Section t Bankfull -- 2XBankfull
108.74
511.29
TOE L
159.98
512.41 TOBR Bankfull Left
525
110.30
161.04
512.11
525
162.84
511.88
TOE R
164.22
511.22 TOE L
523
164.97 511.01 TW
112.66
117.01
165.63
510.98
523
166.80
167.83
511.44 TOE R
512.14
521
512.23
168.92
512.28 TOBR Bankfull Right
514.00
170.16
512.39
521
173.17
512.84
519
519
517
m
IL
515
0 517
513
_d
511
w 515
509
513
100
150 200 250 300
50
Project: 601 East
Summa
Bankfull
Cross Section
27
Feature
Riffle
A (BKF)
3.1
Station:
30 +88
W (BKF)
9.9
Date:
15- Jan -13
Max d
1.1
Crew:
BW, Sv
Mean d
0.3
W/D
31.5
Surveyed
Station
Elevation
Notes
Cross Section 27 Station 30 +88 Upper Reach
512.11
103.22
512.04
106.47
107.02
512,07
512.02
TOBL Bankfull Left
t Cross Section t Bankfull -- 2XBankfull
108.74
511.29
TOE L
110.30
510.85
TW
525
110.70
511.14
TOE R
111.91
511.61
112.66
117.01
511.82
511.89
TOBR Bankfull Right
523
118.35
512.23
210.00
514.00
521
519
m
IL
0 517
_d
w 515
513
511
509
70
90 110 130 150 170 190 210 230
50
Station (Feet)

r�
4�
C�
r�
ME
Gi
V
C�
N�
�I
V1
C�
r,I
4�

Cross Section 28 Station 42 +25
t Cross Section � Bankfull 2 X Bankfull
525
503
Summa
bankfull
Project: 601 East
Cross Section
28
515
m
IL
p 510
Feature
500
,..,
d
m
A (BKF)
13.9
LL
c 499
Station:
42 +25
•W
505
W (BKF)
28.6
Date:
30- Jan -13
497
495
Max d
1.3
Crew:
Station (Feet)
Mean d
0.5
495
100 105 110 115 120 Statiai?JFeet) 130 135 140 145 150
W/D
58.9
Surveyed
Station
Elevation Notes
100.00 496.58
113.25
496.74
120.84
122.53
497.45
497.13
TOBL
124.11
496.76
TOBL
125.73
495.55
bankfull left
125.95 495.18
126.32
494.53
TOE L
127.40
494.23
TOE R
127.84
128.66
494.21
494.37
TW
129.91
499.03
bankfull right
129.93
494.88
TOE R
131.41
499.44
TOBR
130.45
495.82
bankfull right
137.21
146.03
499.18
499.13
131.62
497.43
TOBR
136.05
497.24
POOL
Cross Section 28 Station 42 +25
t Cross Section � Bankfull 2 X Bankfull
525
503
520
Project: 601 East
Cross Section
29
515
m
IL
p 510
Feature
500
,..,
d
m
d
w
13.9
LL
c 499
Station:
41 +39
•W
505
r.axd
28.6
Date:
500
497
495
1.3
100 105 110 115 120 125 130 135 140
Station (Feet)
Cross Section 29 Station 41 +39
t Cross Section t Bankfull 2 X Bankfull
503
bankfull
Project: 601 East
Cross Section
29
501
Feature
500
,..,
d
m
13.9
LL
c 499
Station:
41 +39
•W
r.axd
28.6
Date:
30- Jan -13
497
1.3
Crew:
496
0.5
495
100 105 110 115 120 Statiai?JFeet) 130 135 140 145 150
58.9
Surveyed
Station
Elevation Notes
100.00 499.48
106.97
499.40
116.65
119.24
499.21
498.82
bankfull left
120.30
498.78
TOBL
122.82
497.14
TOE L
124.17 496.64
125.48
496.37
TW
127.61
496.27
TOE R
128.64
498.57
129.91
499.03
bankfull right
131.41
499.44
TOBR
137.21
146.03
499.18
499.13
Cross Section 29 Station 41 +39
t Cross Section t Bankfull 2 X Bankfull
503
502
501
500
,..,
d
m
LL
c 499
•W
d
w 498
497
496
495
100 105 110 115 120 Statiai?JFeet) 130 135 140 145 150

t
501.5
Summa
bankfull
501
Project: 601 East
Cross Section
30
500
Feature
IL
�t99
A (BKF)
13.9
Station:
42 +92
488.5
498
W (BKF)
28.6
Date:
30- Jan -13
497
Max d
1.3
Crew:
100 120 140 StatidBQFeet) 180 200 220
Mean d
0.5
W/D
58.9
Surveyed
Station
Elevation Notes
Cross Section 30 Station 42 +92
100.00 498.72
114.69
499.10
119.35
499.75
-4- Cross Section -a- Bankfull 2 X Bankfull
122.32
499.45
bankfull left
TOBL
124.38
499.14
TOBL
158.07
497.53
TOE L
125.60
498.53
bankfull left
503
160.14
497.33
126.13
498.11
161.53
126.49
497.17
TOE L
128.44
130.59
496.45
496.03
TW
502
165.21
497.40
132.21
496.62
TOE R
166.28
497.63
134.06
497.85
TOBR
501
168.54 498.03
169.91
498.53
136.29
498.14
172.55
498.61
138.55 498.58 bankfull right
141.93
498.43
176.47 498.62
187.40
499.15
143.87
144.96
496.90
499.24
500
199.78
499.71
y
LL
c 499
d
w
498
497
496
495
100 105
110 115 120 125 130 135 140 145 150
Station (Feet)
t
501.5
Summa
bankfull
501
Project: 601 East
Cross Section
31
500
Feature
IL
�t99
A(BKF)
13.9
Station:
43 +10
488.5
498
W (BKF)
28.6
Date:
30- Jan -13
497
Max d
1.3
Crew:
100 120 140 StatidBQFeet) 180 200 220
Mean d
0.5
W/D
58.9
Surveyed
Station
Elevation Notes
Cross Section 31 Station 43 +10
100.00 498.45
112.93
498.03
141.04
154.51
498.88
499.61
Cross Section t Bankfull 2 X Bankfull
156.77
156.88
499.13
499.15
bankfull left
TOBL
158.07
497.53
TOE L
160.14
497.33
161.53
497.25
163.43
497.01
TW
165.21
497.40
166.28
497.63
168.54 498.03
169.91
498.53
bankfull right
172.55
498.61
176.47 498.62
187.40
499.15
199.78
499.71
t
501.5
501
500.5
500
49.5
IL
�t99
io
d
488.5
498
497.5
497
496.5
100 120 140 StatidBQFeet) 180 200 220

Cross Section 32 Station 44 +12
� Cross Section -43- Bankfull 2 X Bankfull
500
bankfull
Project: 601 East
Cross Section
32
499
Feature
.-. 498.5
m
d
13.9
LL
0
Station:
44 +12
498
F
28.6
Date:
30-Jan-13
497
1.3
1.3
Crew:
Crew:
497
496.5
0.5
0.5
496.5
496
58.9
100 110 120 130 140 150 160 170 180
Station (Feet)
495.5
Surveyed
495
Station
Elevation
Notes
100.00 497.64
118.89
497.60
497.45
130.38
133.33
497.38
497.13
TOBL Bankfull left
137.71
496.99
497.17
TOBL
139.13
496.95
497.05
Bankfull Left
140.25 496.55
140.60
496.44
TW
141.15
496.51
TOE R
TOBL
142.41
496.86
177.55
178.89
495.44
496.03
TW
TOER
143.35
496.89
179.36
496.68
144.70
497.17
180.58
181.86
497.16
497.58
145.50
146.11
497.43
497.59
Bankfull Right
TOBR
184.15
498.00
147.70
497.72
189.70
207.42
498.40
499.76
148.91
498.16
155.72
498.71
169.91 499.79
Cross Section 32 Station 44 +12
� Cross Section -43- Bankfull 2 X Bankfull
500
499.5
Project: 601 East
Cross Section
33
499
Feature
.-. 498.5
m
d
13.9
LL
0
Station:
44 +26
498
m
28.6
w 497.5
30- Jan -13
497
1.3
Crew:
497
496.5
0.5
496.5
496
100 110 120 130 140 150 160 170 180
Station (Feet)
Cross Section 33 Station 44 +26
� -Cross Section --a-Bankfull t 2 X Bankfull
500
bankfull
Project: 601 East
Cross Section
33
499
Feature
498.5
13.9
m 498
Station:
44 +26
d
LL
E
28.6
Date:
30- Jan -13
497
1.3
Crew:
496.5
0.5
496
58.9
495.5
Surveyed
495
Station
Elevation Notes
100.00 497.64
119.54
497.45
139.16
157.00
497.51
497.28
163.93
497.17
TOBL
166.54
497.05
Bankfull Left
169.54 497.01
172.33
496.97
174.80
496.79
TOBL
176.08 495.75 TOE L
177.55
178.89
495.44
496.03
TW
TOER
179.36
496.68
180.58
181.86
497.16
497.58
Bankfull Right
184.15
498.00
189.70
207.42
498.40
499.76
Cross Section 33 Station 44 +26
� -Cross Section --a-Bankfull t 2 X Bankfull
500
499.5
499
498.5
m 498
d
LL
0
497.5
497
w
496.5
496
495.5
495
100 120 140 160 180 200 220
Station (Feet)

Cross Section 34 Station 44 +g0
+Cross Section � }Bankfull 2 X Bankfull
501
Summa
bankfull
Project: 601 East
Cross Section
34
499
Feature
Feature
A (BKF)
li
A (BKF)
13.9
Station:
44 +90
W (BKF)
28.6
�
W (BKF)
28.6
w
Date:
30- Jan -13
496
1.3
Max d
1.3
Crew:
Mean d
0.5
494
Mean d
0.5
100 110 120 130 140 150 160 170 180 190 200
W/D
Station (Feet)
W/D
58.9
Surveyed
Station
Elevation Notes
Station
Elevation Notes
Cross Section 35 Station 45 +00
100.00 497.2a
100.00 497.21
123.79
497.36
130.36
131.39
497.40
496.83
TOBL
bankfull left
t Cross Section Bankfull 2 X Bankfull
133.89
494.97
TOE L
134.47
494.98
TW
496.90
TOBL
135.15
495.11
TOE R
133.53
496.37
bankfull left
500
137.01
495.58
TOBR
133.91
495.46
139.45
495.77
134.89
494.86
TOE L
140.37
495.66
136.08
494.78
TW
141.00 495.44
142.15
495.79
TOE R
TOBR
499
144.36
495.85
139.13
495.53
147.26
496.19
bankfull right
495.80
145.01
496.45
148.80 496.41
149.51
496.60
148.69
496.81
bankfull right
498
150.65
496.80
152.22 497.29
160.53
170.29
152.74
156.83
497.30
497.55
d
li
190.82
499.64
c 497
.2
174.14
194.32
497.97
500.00
iu
w
496
495
494
110
120 130 140 150 160 170 180 190 200
100
Station (Feet)
Cross Section 34 Station 44 +g0
+Cross Section � }Bankfull 2 X Bankfull
501
500
Project: 601 East
Summa
bankfull
499
Feature
498
A (BKF)
li
Station:
c
O
a
497
W (BKF)
28.6
�
Date:
30-Jan-13
w
496
1.3
Crew:
495
Mean d
0.5
494
100 110 120 130 140 150 160 170 180 190 200
W/D
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section 35
Feature
A (BKF)
13.9
Station:
45 +00
W (BKF)
28.6
Date:
30-Jan-13
Max d
1.3
Crew:
Mean d
0.5
W/D
58.9
Surveyed
Station
Elevation Notes
Cross Section 35 Station 45 +00
100.00 497.2a
117.13
497.01
129.89
497.47
t Cross Section Bankfull 2 X Bankfull
130.26
497.34
132.75
496.90
TOBL
133.53
496.37
bankfull left
500
133.91
495.46
134.89
494.86
TOE L
136.08
494.78
TW
136.53
137.07
494.93
495.26
TOE R
TOBR
499
139.13
495.53
140.79
495.80
145.01
496.45
148.69
496.81
bankfull right
498
152.22 497.29
160.53
170.29
497.46
497.71
d
li
190.82
499.64
c 497
.2
iu
w
496
495
494
110
120 130 140 150 160 170 180 190 200
100
Station (Feet)

Summa
bankfull
Project: 601 East
Cross Section
36
Cross Section
37
Feature
Feature
A (BKF)
13.9
A (BKF)
Station:
45 +22
Station:
45 +61
W (BKF)
28.6
W (BKF)
Date:
30- Jan -13
Date:
30- Jan -13
Max d
1.3
Max d
Crew:
Crew:
Mean d
0.5
Mean d
0.5
W/D
58.9
W/D
58.9
Surveyed
Surveyed
Station
Elevation Notes
Station
Elevation Notes
Cross Section 36 Station 45 +22
100.00 496.63
112.05
496.96
100.00 496.58
113.25
496.74
118.10
497.38
120.84
122.53
1--s-Cross Section --w-Bankfull 2 X Bankfull
119.53
49731
TOBL
♦Cross Section tBankfull 2 X Bankfull
124.11
120.37
496.88
120.95
496.41
bankfull left
499.5
122.43
495.72
495.18
122.84
123.29
495.50
494.78
TOE L
499
TOE L
498.5
127.40
494.23
124.90 494.51 TW
125.67
494.74
TOE R
126.39 495.45
126.75
129.15
496.07
496.63
bankfull right
498
129.93
494.88
129.89
497.23
TOBR
130.45
495.82
132.06
497.40
.. 497.5
m
131.62
497.43
TOBR
139.21
145.61
158.09
172.41
497.17
496.87
497.44
498.92
.LLB.. 497
c
0
m 496.5
136.05
497.24
iu
496.5
w
a
I"
496
c 496
495.5
4.
495
w 495.5
495
494.5
494.5
494
494
100 110
120 130 140 150 160 170 180
105
110 115 120 125 130 135 140
100
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
37
Feature
A (BKF)
13.9
Station:
45 +61
W (BKF)
28.6
Date:
30- Jan -13
Max d
1.3
Crew:
Mean d
0.5
W/D
58.9
Surveyed
Station
Elevation Notes
Cross Section 37 Station 45 +61
100.00 496.58
113.25
496.74
120.84
122.53
497.45
497.13
TOBL
♦Cross Section tBankfull 2 X Bankfull
124.11
496.76
125.73
495.55
bankfull left
498
125.95
495.18
126.32
494.53
TOE L
127.40
494.23
497.5
127.84 494.21 TW
128.66
494.37
129.93
494.88
TOE R
130.45
495.82
bankfull right
497
131.62
497.43
TOBR
136.05
497.24
496.5
a
I"
c 496
4.
w 495.5
495
494.5
494
105
110 115 120 125 130 135 140
100
Station (Feet)

4�
C�
rr�l
V
C.�
C�
N0
V1
C�
�I
4�

Summa
bankfull)
Project: 601 East
Summa
bankfull
Cross Section
38
Feature
Feature
A (BKF)
8.6
A(BKF)
8.6
1 +71
Station:
1 +34
W (BKF)
7.3
W (BKF)
7.3
30- Jan -13
Date:
30-Jan-13
Max d
2.0
Max d
2.0
Crew:
Mean d
1.2
Mean d
1.2
W/D
6.3
W/D
6.3
Surveyed
Surveyed
Station
Elevation
Notes
Station
Elevation Notes
Cross Section 39 Station 1 +71
100.00 496.96
119.93
497.08
Cross Section 38, Station 1 +34
100.00 497.00
115.51
497.23
128.40
132.44
497.24
496.86
120.91
123.19
497.51
496.93
TOBL
TOBL bankfull left
498
� Cross Section --a- kfull - Bankfull 2 X Ban
124.50
496.55
bankfull left
125.67
495.73
TOE L
500
126.67 495.35 TW
137.08
139.02
495.07
496.16
128.15
128.59
495.45
496.38
TOE R
bankfull right
499.5
129.75
497.13
TOM
133.21
149.56
497.22
496.60
499
146.59
496.85
497
498.5
158.75
496.28
m 498
^, 496.5
Li
0 497.5
0
496
a
w
w 497
495.5
496.5
496
495
494.5
495.5
495
494
110
120 130 140 150 160
120 130 140 150 160 170
100
Station (Feet)
Station (Feet)
Summa
bankfull)
Project: 601 East
Cross Section
39
Feature
A (BKF)
8.6
Station:
1 +71
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation
Notes
Cross Section 39 Station 1 +71
100.00 496.96
119.93
497.08
128.40
132.44
497.24
496.86
--*--Cross Section t Bankfull 2 X Bankfull
133.54
496.60
TOBL bankfull left
498
134.85
495.52
135.86 495.00 TOE L
136.40
494.82
TW
137.08
139.02
495.07
496.16
TOE R
bankfull right
497.5-
140.13
496.76
TOBR
141.42
497.10
146.59
496.85
497
158.75
496.28
^, 496.5
d
ILL
0
496
a
w
495.5
495
494.5
494
100
110
120 130 140 150 160 170
Station (Feet)

Summa
bankfull
Project: 601 East
Cross Section
40
bankfull
Cross Section
41
MYO
Feature
MYO
A (BKF)
8.6
Station:
2 +33
A (BKF)
8.6
W (BKF)
7.3
2 +45
Date:
30- Jan -13
W (BKF)
Max d
2.0
Date:
Crew:
Mean d
1.2
Crew:
W/D
6.3
1.2
Surveyed
Station
Elevation Notes
Surveyed
Cross Section 40 Section 2 +33
100.00 496.74
125.02
496.46
Station
Elevation Notes
136.78
141.52
496.51
496.73 TOBL bankfull left
Cross Section 41 Station 2 +45
- Cross Section -m- Bankfull 2 X Bankfull
143.18
495.59
500
144.45
495.23
114.02
116.85
496.25
496.20
145.43 494.94 TOE L
146.00
494.87 TW
119.49
496.16
TOBL
146.45
494.87 TOE R
119.68
495.62
bankfull left
147.41
495.32
499
148.46
495.89 bankfull Right
121.60
122.13
494.63
494.49
TOE L
TW
150.30
496.78 TOBR
152.94
497.13
TOE R
157.58
497.11
494.97
495.47
498
161.37
198.50
497.07
495.70
125.98
495.99
bankfull right
498
127.19
m
W
TOBR
497.5
0
130.11 496.81
497
130.95
496.95
m
133.12
138.24
496.95
496.98
y 497
d
ILL
w
146.51
156.63
496.42
496.02
O 496.5
496
m
d
MU 496
495
495.5
494
100
120
140 160 180 200 220
495
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
41
MYO
Feature
A (BKF)
8.6
Station:
2 +45
W (BKF)
7.3
Date:
30-Jan-13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 41 Station 2 +45
100.00 496.43
108.31
496.40
114.02
116.85
496.25
496.20
-*-Cross Section t Bankfull 2 X Bankfull
119.49
496.16
TOBL
119.68
495.62
bankfull left
499
120.42 495.09
121.60
122.13
494.63
494.49
TOE L
TW
498.5
122.71
494.76
TOE R
124.23
124.76
494.97
495.47
498
125.98
495.99
bankfull right
127.19
496.40
TOBR
497.5
130.11 496.81
130.95
496.95
133.12
138.24
496.95
496.98
y 497
d
ILL
146.51
156.63
496.42
496.02
O 496.5
m
d
MU 496
495.5
495
494.5
494
110
120 130 140 150 160
100
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
42
Feature
Feature
A(BKF)
A (BKF)
8.6
Station:
Station:
2 +79
W (BKF)
W (BKF)
7.3
Date:
Date:
30- Jan -13
Max d
Max d
2.0
Crew:
Crew:
Mean d
Mean d
1.2
Wm
W/D
6.3
Surveyed
Surveyed
Station
Station
Elevation Notes
Cross Section 43 Station 3 +08
Cross Section 42 Station 2 +79
100.00 496.67
100.00 496.76
116.89
496.43
131.89
130.75
496.56
-*-Cross Section +Bankfull 2 X Bankfull
Cross Section -Bankfull 2 X Bankfull
147.22
135.96
496.56
TOBL
152.97
137.18
496.30
154.40
138.76
495.60
bankfull left
498
156.86
139.37
494.76
159.11
140.22
494.37
TOE L
159.96
141.53
494.23
TW
497.5
160.72
161.74
494.30
495.34
TOE R
bankfull right
499
142.27 494.41 TOE R
143.05
495.16
163.08
496.31
TOBR
143.94
495.83
bankfull right
164.20
496.62
145.22
496.43
TOBR
497
496.67
147.58 496.94
151.05
496.98
498
161.30
202.80
496.29
495.23
« 496.5
y
IL
495.40
y
IL
o 496
o0 497
d
d
w 495.5
W
496
495
495
494.5
494
494
120
120
140 160 180 200 220
100
100
Station (Feet)
Station (Feet)
Project: 601 East
Summa bankfull
Cross Section
43
Feature
A(BKF)
8.6
Station:
3 +08
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
Wm
6.3
Surveyed
Station
Elevation Notes
Cross Section 43 Station 3 +08
100.00 496.67
118.17
496.74
131.89
496.58
-*-Cross Section +Bankfull 2 X Bankfull
147.22
496.44
152.97
496.65
154.40
496.80
TOBL
500
156.86
495.90
bankfull left
159.11
494.28
TOE L
159.96
494.06
TW
160.72
161.74
494.30
495.34
TOE R
bankfull right
499
163.08
496.31
TOBR
164.20
496.62
166.84
496.67
170.05
496.91
498
180.97 496.28
212.01
495.40
y
IL
o0 497
d
W
496
495
494
120
140 160 180 200 220
100
Station (Feet)

Project: 601 East
Cross Section
44
Feature
Station:
3 +g0
T.a
Date:
30Jan -13
Crew:
Surveyed
Station
Elevation Notes
Cross Section 44 Station 3 +80
101.77 496.16
117.24
496.27
141.93
495.89
t Cross Section t Bankfull -- 2X Bankfull
156.40
495.70
159.37
494.73
500
160.78
494.51
TOBL
500
161.90 493.96 bankfull left
495.44
TOBL
162.90
493.62
170.53
493.40
TOE L
163.65
493.19
TOE L
499
170.99
493.55
164.16 493.15 TW
171.38
171.56
164.39
493.09
TOE R
165.54
493.30
492.75
TW
166.04
493.43
492.87
495.05
498
497
167.47 493.73
168.54
494.21
bankfull right
169.81
171.88
176.06
495.99
496.36
496.34
TOBR
497
v
180.81
215.52
495.95
495.67
2 496
w 494
a
w 495
494
492
493
491
492
490
120
140 160 180 200 220 240
140 160 180 200 220 240
100
100
Station (Feet)
Station (Feet)
Project: 601 East
Cross Section
45
Feature
Station:
3 +96
Td2
Date:
30- Jan -13
Crew:
Surveyed
Station
Elevation Notes
Cross Section 45 Station 3 +96
100.00 496.16
126.57
496.13
147.22
157.08
495.91
496.05
+Cross Section Bankfull 2 X Bankfull
161.91
496.18
165.12
496.32
500
168.55
495.94
169.73
495.44
TOBL
170.53
493.40
TOE L
499
170.99
493.55
171.38
171.56
494.47
492.84
498
172.87
492.75
TW
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
177.46
495.79
179.05
184.14
219.93
496.45
495.94
495.28
m 496
0 495
w 494
493
492
491
490
120
140 160 180 200 220 240
100
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
46
Feature
A(BKF)
8.6
Station:
W (BKF)
7.3
Date:
30-Jan-13
Max
Crew:
Mean
W/D
6.3
Surveyed
Station
Station
Elevation Notes
Cross Section 47
Cross Section 46
126.57
100.00 496.16
126.57
496.13
147.22
495.91
147.22
495.91
o. Cross Section -} Bankfull 2 X Bankfull
157.08
496.05
t Cross Section t Bankfull 2 X Bankfull
157.08
496,05
161.9 1
496.18
161.91
496.18
165.12
496.32
500
165.12
496.32
500
168.55 495.94
169.73
495.44
168.55 495.94
169.73
495.44
TOBL
493.40
TOE L
499
170.53
493.40
TOE L
499
171.38
494.47
170.99 493.55
171.56
492.84
171.38
171.56
494.47
492.84
498
172.87 492.75 TW
174.55
492.87
172.87
492.75
TW
174.93
495.05
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
177.46
495.79
177.46
495.79
179.05
184.14
219.93
496.45
495.94
495.28
a 496
d
U.
179.05
496.45
m 496
0 495
184.14 495.94
219.93 495.28
0
LL
0 495
Le 494
w 494
493
493
492
492
491
491
490
490
0
50
0
50
100 150 200 250
Station (Feet)
Station (Feet)
Project: 601 East
Summa
Cross Section
47
Feature
A (BKF)
Station:
W (BKF)
Ebank
Date:
30- Jan -13
Max d
Crew:
Mean d
W/D
Surveyed
Station
Elevation Notes
Cross Section 47
100.00 496.16
126.57
496.13
147.22
495.91
o. Cross Section -} Bankfull 2 X Bankfull
157.08
496.05
161.9 1
496.18
165.12
496.32
500
168.55 495.94
169.73
495.44
TOBL
170.53
493.40
TOE L
499
170.99 493.55
171.38
494.47
171.56
492.84
498
172.87 492.75 TW
174.55
492.87
TOE R
174.93
495.05
bankfull right
497
177.46
495.79
179.05
184.14
219.93
496.45
495.94
495.28
a 496
d
U.
0 495
Le 494
493
492
491
490
0
50
100 150 200 250
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
48
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 48
100.00 496.16
126.57
496.13
147.22
495.91
♦ Cross Section ♦Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
500
168.55
168.55 495.94
169.73
495.44
TOBL
169.73
170.53
495.44
493.40
TOBL
TOE L
499
170.53
493.40
TOE L
499
170.99 493.55
171.38
170.99 493.55
498
171.38
171.56
494.47
492.84
498
1 71 .56
492.84
172.87 492.75 TW
172.87
492.75
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
174.55
492.87
TOE R
497
177.46
495.79
174.93 495.05 bankfull right
177.46
179.05
184.14
219.93
496.45
495.94
495.28
,..,
y 496
LL
179.05
496.45
% 496
0 495
184.14 495.94
W
219.93
495.28
C 495
w 494
w 494
493
493
492
492
491
491
490
0
50
100 150 200 250
490
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
49
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30-Jan-13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 49
100.00 496.16
126.57
496.13
147.22
495.91
--*--Cross Section f- Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
500
168.55
495.94
169.73
170.53
495.44
493.40
TOBL
TOE L
499
170.99 493.55
171.38
494.47
498
1 71 .56
492.84
172.87
492.75
TW
174.55
492.87
TOE R
497
174.93 495.05 bankfull right
177.46
495.79
,..,
179.05
496.45
% 496
184.14 495.94
W
219.93
495.28
C 495
w 494
493
492
491
490
0
50
100 150 200 250
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
50
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 50
100.00 496.16
126.57
496.13
147.22
495.91
t Cross Section -F Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
500
168.55 495.94
169.73
170.53
495.44
493.40
TOBL
TOE L
499
170.53
493.40
170.99
493.55
170.99
493.55
171.38
171.56
494.47
492.84
498
171.38
1 71 .56
494.47
492.84
498
172.87
492.75
TW
172.87
492.75
TW
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
177.46
495.79
177.46
495.79
179.05
496.45
y 496
179.05
184.14
219.93
496.45
495.94
495.28
y 496
IL
184.14 495.94
219.93 495.28
li
c 495
c 495
w 494
Ij 494
493
493
492
492
491
491
490
0
50
100 150 200 250
0
50
100 150 200 250
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
51
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30-Jan-13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 51
100.00 496.16
126.57
496.13
147.22
495.91
--*-Cross Section f Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
500
168.55 495.94
169.73
495.44
TOBL
170.53
493.40
TOE L
499
170.99
493.55
171.38
1 71 .56
494.47
492.84
498
172.87
492.75
TW
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
177.46
495.79
179.05
184.14
219.93
496.45
495.94
495.28
y 496
IL
c 495
Ij 494
493
492
491
490
0
50
100 150 200 250
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
52
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Station
Elevation Notes
Cross Section 53
Cross Section 52
126.57
100.00 496.16
126.57
496.13
147.22
495.91
147.22
495.91
--* -Cross Section -a- Bankfull 2 X Bankfull
157.08
496.05
Cross Section Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
161.91
496.18
165.12
496.32
165.12
496.32
495.94
500
168.55 495.94
495.44
TOBL
169.73
170.53
495.44
493.40
TOBL
TOE L
499
170.53
493.40
TOE L
170.99 493.55
493.55
171.38
171.56
494.47
492.84
498
171.38
1 71 .56
494.47
492.84
497
172.87
492.75
TW
TW
174.55
174.93
492.87
495.05
TOE R
bankfull right
497
174.93
177.46
495.05
495.79
bankfull right
177.46
495.79
179.05
496.45
179.05
184.14
219.93
496.45
495.94
495.28
y 496
LL
184.14
219.93
495.94
495.28
y
ILL 493
0 495
0
w 491
W 494
489
493
492
491
485
0
50
100 150 200 250
490
0 20
40
60 80 100 120 140 160 180 200
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
53
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 53
100.00 496.16
126.57
496.13
147.22
495.91
--* -Cross Section -a- Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
168.55
495.94
169.73
495.44
TOBL
499
170.53
493.40
TOE L
170.99
493.55
171.38
1 71 .56
494.47
492.84
497
172.87
492.75
TW
174.55
492.87
TOE R
174.93
177.46
495.05
495.79
bankfull right
495
179.05
496.45
184.14
219.93
495.94
495.28
y
ILL 493
0
w 491
489
487
485
0
50
100 150 200 250
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
54
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 54
100.00 496.16
126.57
496.13
147.22
157.08
495.91
496.05
-Cross Section t ankfull Bankfull 2 X B
161.91
496.18
165.12
496.32
500
168.55
495.94
496.32
515
169.73
495.44
TOBL
170.53
493.40
TOE L
170.99
171.38
493.55
494.47
TOE L
498
171.56
492.84
172.87
492.75
TW
174.55
492.87
TOE R
505
174.93
177.46
495.05
495.79
bankfull right
496
174.93
495.05
bankfull right
179.05
496.45
177.46
495.79
184.14
219.93
495.94
495.28
d
ILL
179.05
496.45
,.., 500
0 494
164.14 495.94
219.93 495.28
d
li
c 495
cc
m
w
_d
w 490
492
485
490
480
488
0 20
40 60 80 100 120 140 160
475
0 20
40 60 80 100 120 140 160 180 200
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
55
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 55
100.00 496.16
126.57
496.13
147.22
495.91
+Cross Section t Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
515
168.55
495.94
169.73
495.44
TOBL
170.53
170.99
493.40
493.55
TOE L
510
171.38
494.47
171.56
492.84
172.87
492.75
TW
505
174.55 492.87 TOE R
174.93
495.05
bankfull right
177.46
495.79
179.05
496.45
,.., 500
164.14 495.94
219.93 495.28
d
li
c 495
_d
w 490
485
480
475
0 20
40 60 80 100 120 140 160 180 200
Station (Feet)

t t
505
Summa
bankfull
Project: 601 East
Cross Section
1
Cross Section
57
501
Feature
499
Feature
A (BKF)
8.6
ar
Station:
3 +96
d
W (BKF)
7.3
W (BKF)
Date:
30- Jan -13
Date:
493
Max d
2.0
Max d
Crew:
491
Crew:
Mean d
1.2
489
1.2
W/D
6.3
W/D
485
Surveyed
Surveyed
0 20 40 60 80 100 120 140 160 180 200
Station (Feet)
Station
Elevation Notes
Station
Elevation Notes
Cross Section 56
100.00 496.16
126.57
496.13
100.00 496.16
126.57
496.13
147.22
495.91
147.22
Cross Section Bankfull 2 X Bankfull
157.08
496.05
t Cross Section t Bankfull 2 X Bankfull
157.08
161.91
496.18
165.12
496.32
168.55 495.94
169.73
170.53
495.44
493.40
TOBL
TOE L
168.55
495.94
170.99
493.55
169.73
170.53
495.44
493.40
TOBL
TOE L
503
171.38
171.56
494.47
492.84
170.99
493.55
172.87
492.75
TW
501
174.55
492.87
TOE R
492.75
TW
174.55
492.87
TOE R
174.93 495.05 bankfull right
177.46
495.79
497
174.93
495.05
bankfull right
179.05
496.45
177.46
495.79
184.14 495.94
219.93
495.28
179.05
184.14
219.93
496.45
495.94
495.28
y 497
li
c 495
w 493
491
489
487
485
0 20
40 60 80 100 120 140 160
t t
505
503
Project: 601 East
Summa
bankfull
Cross Section
57
501
499
Feature
ar
8.6
d
0 495
W (BKF)
7.3
Date:
493
w
Max d
2.0
491
Crew:
489
1.2
487
W/D
485
Surveyed
0 20 40 60 80 100 120 140 160 180 200
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section
57
Feature
A (BKF)
8.6
Station:
W (BKF)
7.3
Date:
30- Jan -13
Max d
2.0
Crew:
Mean d
1.2
W/D
6.3
Surveyed
Station
Elevation Notes
Cross Section 57
100.00 496.16
126.57
496.13
147.22
495.91
t Cross Section t Bankfull 2 X Bankfull
157.08
496.05
161.91
496.18
165.12
496.32
505
168.55
495.94
169.73
170.53
495.44
493.40
TOBL
TOE L
503
170.99
493.55
171.38
171.56
494.47
492.84
501
172.87
492.75
TW
174.55
492.87
TOE R
499
174.93
495.05
bankfull right
177.46
495.79
179.05
184.14
219.93
496.45
495.94
495.28
y 497
li
c 495
w 493
491
489
487
485
0 20
40 60 80 100 120 140 160
Station (Feet)

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53628
535.19
53410
53321
531-92
530.83 -
100.00 110.00
120.00
130.00
14000
150.00
160.00
17000
180.00
19020
200.00
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LATE 9 AUGUST 2013
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1'�=20-
MITIGATION
PLAN SET
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EC2

52894
52786
52682
525.76
52470
523 84
52258
52152
52046
519.40
51834
51728
FRANKIJN W._ HOWEY, JR. 100.00 110DO 120.00 130.00
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IEVISIONS:
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ANG NAME
Existing Condtims
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PID 031560178
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530 DO
529.00
526 DO
527100
521,00
520 DO
519 DO
518 DO
517.00
516DO
51500
514DO
513130
51200
511 DO
510DO
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Cross Section 23M
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120.00 140.00 160.00 180.00 200.00 220.00 240.00 260.00
20 10 0 20 40
Scale: V=20
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iDATE 9 AUGUST 2013 1
601 East
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520.OD
519.00
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517.00
516.00
515.00
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511.00
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522.90
521.85
520.80
519.75
518.70
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FRANKLIN W. HOWEY, JR. I [EET NO. PLAN SET
PID 031560170 / 40 20 0 40 80
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Cross Section 26
565.00 -- -- -- - - -- _ -- - -i
sa4.ro
503.x6
MARY C. TAYLOR
N
v
502.00
500.00
18' OAK
505.00
16' PINE
499.00
10' HIC
498.00
12' GUM
497.00
9' OAK
4913,00
100.00 105.00 110.00 11 5D 120 D0 125.00 130110 135.00 140.00
Cross Section 37
509.00
506.00
MARY C. TAYLOR
N
PID 03155023
507.00
D.B. 325, PG 701
506.00
18' OAK
505.00
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504.00
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500.00
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499.00
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493.00
100.00 105.00 110.00 115110 120.00 125.00 130.00 135DO I.D.
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506.00
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564.0
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502.0
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496 m
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50367
49337
50284
Cross Section 39
505 Do - -. - - _ -- - .- ' - -. - -. .. -' -- - - - -- -- _ -- ------- - - - - -- - - -.
564.0
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120DO
140.00
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10.0
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220.0
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Cross Section 48
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50.99
502.98
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50.96
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498.94
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497.93
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492.88
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20 10 0 20 40
Scale: T" 20'
IROJECr NAME
601 East
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1 X20
MITIGATION
PLAN SET
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v
/ Ce - ►-'
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Cross Section 53
499.00
498.00
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497.00
z
496.00
z
495.00
v
494.00
Q
=
493.00
J
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492.00
495.00
491.00
490.00
489.00
0.00 50.00 100.00 150.00 20000 250.00
C�
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Cross Section 57
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496.00
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494.00
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499.00
49800
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497.00
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496.00
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Scale: V =20' EC
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Cross Section 1, Riffle
1--o-Cross Section --8-Bank-full -�2 X Bankfull
630
630
628
Project: 601 E- Reference
Bankfull
Summary
Cross Section 1
Cross Section 2
626
Feature
Riffle
Feature
Riffle
A (BKF)
12.1
Station:
c 622
Station:
W (BKF)
10.0
Date:
3- Feb -10
10.1
W 620
Max d
2.0
W
Crew:
BW, RL, SV
618
1.9
Mean d
1.2
BW, RL, SV
616
Mean d
W/D
8.3
614
Baseline Section
Station (Feet)
W/D
7.6
612
Station
Elevation Notes
Station
-26.92 620.00 TOPO
3.16
617.41 X1
0.00 618.17 X2
8.36
6.87
616.89 X1
14.05
20.45
617.75 X1
24.59
24.67
617.93 X1
32.80
29.19
618.05 X1
36.47
32.23 617.71 TOBL
TOBL
32.70
617.16 X1
39.70 616.30 Bankfull Left
40.65
614.55
33.51
616.87 Bankfull left
34.46 616.09 X1BED
41.55 614.34 X2
42.76
44.20
36.05
615.94 X1BED
36.26
615.56 X1BED
45.65
614.34
X2
36.84 615.29 X1BED
47.49
38.08
614.92 X1TW
39.49
39.89
40.65
615.15 X1BED
615.24 X1BED
615.37 X1BED
X2
X2
49.10
49.03
52.49
56.28
41.42
42.62
615.59 X1
616.13 X1
56.32
616.65
43.23
43.95
45.78
616.42 X1
617.53 TOBR
617.59 X1
62.63
617.16
X2
47.59
618.10 X1
90.45
621.12
49.42
53.10
618.24 X1
617.72 X1
57.70
617.78 X1
60.58
66.00
618.11 X1
619.37 X1
72.07
620.28 X1
78.67
621.08 X1
Cross Section 1, Riffle
1--o-Cross Section --8-Bank-full -�2 X Bankfull
630
630
628
Project: 601 E- Reference
Bankfull
Summary
Cross Section 2
626
Feature
Riffle
624
v
u_
A (BKF)
c 622
Station:
6 +15
a
W (BKF)
10.1
W 620
Date:
3- Feb -10
W
618
1.9
616
BW, RL, SV
616
Mean d
614
614
-40 -20 0 20 40 60 80 100
Station (Feet)
Cross Section 2 Station 6 +15, Riffle
--*-Cross Section t Bankfull +2 X Bankfull
630
Project: 601 E- Reference
Bankfull
Summary
Cross Section 2
626
Feature
Riffle
-� 624
d
A (BKF)
13.4
Station:
6 +15
0
�m
W (BKF)
10.1
620
d
Date:
3- Feb -10
W
Max d
1.9
Crew:
BW, RL, SV
616
Mean d
1.3
614
W/D
7.6
612
0 10 20 30 40 50 60 70 80 90 100
Baseline Section
Station
Elevation
Notes
0.00 618.17 X2
8.36
617.32
X2
14.05
616.68
X2
24.59
616.68
X2
32.80
616.76
X2
36.47
616.74
TOBL
39.70 616.30 Bankfull Left
40.65
614.55
X2TOE
41.55 614.34 X2
42.76
44.20
614.33
614.30
X2
X2Tw
45.65
614.34
X2
47.49
614.38
X2TOE
47.66
48.33
615.37
615.65
X2
X2
49.10
49.03
52.49
56.28
615.99
616.01
616.59
616.63
0.00
Bankfull Rig
TOBR
X2
56.32
616.65
X2
62.63
617.16
X2
90.45
621.12
X2
Cross Section 2 Station 6 +15, Riffle
--*-Cross Section t Bankfull +2 X Bankfull
630
628
626
-� 624
d
d
622
0
�m
620
d
W
618
616
614
612
0 10 20 30 40 50 60 70 80 90 100
Station (Feet)

t t
630
628
Project: New Town Reference Reach
Bankfull
Summary
Cross Section
3
4
622
a
620
d
Feature
Riffle
Feature
Riffle
A (BKF)
12.8
A (BKF)
Station:
6 +67
Station:
W (BKF)
13.8
Date:
3- Feb -10
Max d
1.4
Crew:
BW, RL, SV
2.4
Mean d
0.9
BW, RL, SV
Mean d
1.1
W/D
14.7
Baseline Section
Baseline Section
Station
Station
Elevation Notes
Cross Section 4 Station 7 +79, Riffle
Cross Section 3 Station 6 +67, Riffle
0.00 616.22 X4
2.36 617.80 x3
7.41
617.07 X3
9.40
14.53
17.70
616.01 X3
615.64 Bankfull Left TOBL
Cross Section Bankfull 2 X Bankfull
Cross Section Bankfull 2XBankfull
11.23
18.34
614.26 X3TOE
13.92
614.58 X4
19.96
614.25 X3TW
630
15.08
22.25
614.35 X3
23.89
614.35 X3
17.34 613.82 X4
18.99
613.19 X4
25.16
614.42 X3
628
21.46
26.03
614.50 X3TOE
24.31
613.33 X4TOE
27.35
615.23 X3
24.46
613.98 X4
28.01
615.30 X3
626
25.06 614.36 X4
28.97 615.22 X3
27.90
29.27
29.78
615.11 X4
615.39 X4
615.59 Bankfull Right
30.18
615.27 X3
32.00
615.80 Bankfull Right
624
34.59 616.04 TOBR
37.14
57.37
616.03 X3
615.60 X3
622
71.87 618.92 X3
p
620
m
w
618
616
614
612
0
10
20 30 40 50 60 70 80
Station (Feet)
t t
630
628
626
Project: New Town Reference Reach
Summer
r Bankfull
Cross Section
4
622
a
620
d
Feature
Riffle
616
A (BKF)
20.6
614
612
Station:
7 +79
W (BKF)
18.0
Date:
3- Feb -10
Max d
2.4
Crew:
BW, RL, SV
Mean d
1.1
Baseline Section
Station
Elevation Notes
Cross Section 4 Station 7 +79, Riffle
0.00 616.22 X4
4.41
616.29 X4
9.40
615.68 TOBL
Cross Section Bankfull 2 X Bankfull
11.23
614.82 Bankfull Left
13.92
614.58 X4
15.08
614.56 X4
17.34 613.82 X4
18.99
613.19 X4
21.46
612.85 X4TW
24.31
613.33 X4TOE
24.46
613.98 X4
25.06 614.36 X4
27.90
29.27
29.78
615.11 X4
615.39 X4
615.59 Bankfull Right
31.52
615.71 TOBR
37.05
40.42
615.82 X4
616.17 X4
t t
630
628
626
624
m
622
a
620
d
618
w
616
614
612
610
0 5 10 15 20 25 30 35 40 45
Station (Feet)

Project: New Town Reference Reach
Summa
bankfull
Cross Section
5
Feature
Riffle
A (BKF)
13.0
Station:
8 +27
W (BKF)
13.9
Date:
3- Feb -10
Max d
1.8
Crew:
BW, RL, SV
Mean d
0.9
W/D
14.8
Baseline Section
Station
Station
Elevation Notes
Cross Section 6 Station 8 +68, Riffle
Cross Section 5 Station 8 +27, Riffle
10.03
- 106.66 618.00 TOPO
0.00
615.25 X5
14.22
16.08
615.01 X6
614.74 X6
9.25
12.16
615.41 Bankfull Left TOBL
614.56 X5
+cross Section tBankfull 2 X Bankfull
19.63
614.47 Bankfull Left
t cross Section t Bankfull--.-2XBankfull
13.34
613.16 XSTW
23.65
24.86
613.98 TOBL
613.56 X6
630
14.69
613.37 X5
630
17.22
613.40 X5
611.74 X6
628
19.53
20.22
613.45 XSTOE
614.65 0.00
626
33.52
611.79 X6TOE
626
21.23
614.83 TOBR
34.74
614.58 TOBR
22.49
614.65 X5
626
614.71 Bankfull Right
624
38.36 615.36 X6
23.86 614.66 X5
617.04 X6
m
24.87
614.91 Bankfull Right
622
28.02
615.22 X5
624
0
32.96 615.69 X5
37.89
42.27
614.72 X5
615.31 X5
m
T
LL 622
'2
46.46 614.84 X5
49.78 615.87 XS
c
620
d
614
w
618
612
616
614
610
0 5
10 15 20 25 30 35 40 45 50
612
Station (Feet)
-120
-100
-80
-60 -40 -20 0 20 40 60 80
Station (Feet)
Project: New Town Reference Reach
Summa
bankfull
Cross Section
6
Feature
Riffle
A (BKF)
22.9
Station:
8 +68
W (BKF)
16.8
Date:
3- Feb -10
Max d
3.1
Crew:
BW, RL, SV
Mean d
1.4
W/D
12.3
Baseline Section
Station
Elevation Notes
Cross Section 6 Station 8 +68, Riffle
3.28 615.40 X6
10.03
615.29 X6
14.22
16.08
615.01 X6
614.74 X6
+cross Section tBankfull 2 X Bankfull
19.63
614.47 Bankfull Left
23.65
24.86
613.98 TOBL
613.56 X6
630
27.31
613.06 X6
31.16
611.74 X6
628
32.58
611.52 X6TW
33.52
611.79 X6TOE
626
34.74
614.58 TOBR
36.08
614.71 Bankfull Right
624
38.36 615.36 X6
47.60
617.04 X6
m
622
0
620
'2
618
w
616
614
612
610
0 5
10 15 20 25 30 35 40 45 50
Station (Feet)

Cross Section 8 Station 11 +09, Riffle
-Cross Section tBankfull ->�2 X Bankfull
630
+Cross Section --w-Bankfull -�2 X Bankfull
628
628
626
Project: 601 E
Summa
bankfull)
Cross Section
8
y
d
0
620
Feature
Feature
Riffle
614
A (BKF)
A (BKF)
16.0
Station:
Station:
11 +09
W (BKF)
W (BKF)
12.0
Date:
Date:
3- Feb -10
Max d
Max d
1.9
Crew:
Crew:
BW, RL, SV
Mean d
Mean d
1.3
W/D
W/D
9.0
Baseline Section
Baseline Section
Station
Elevation
Station
Elevation
Notes
-96.85 618.00 TOPO
-41.85
616.00
-89.44 618.00 X8
-29.44
616.00
X8
0.00
614.82
X9
0.00
614.66
XS
5.14
614.41
X9
12.67
614.91
X8
614.31
614.04
Bankfull Left TO
X9
12.63
613.77
15.81 615.05 TOBL
17.44
614.96
Bankfull Left
612.14
TW
18.91
614.01
XS
X9
19.92 613.01 XBTOE
612.80
X9
21.37
612.95
X8
19.78
612.75
X9TOE
23.73
612.88
XS
20.21
21.62
613.89
614.30
0.00
X9 TOBR
25.56 612.71 XBTW
27.33
612.76
XBTOE
24.32
28.07
614.56
614.81
Bankfull Right
X9
27.54
613.37
XS
28.45 614.41 TOBR
29.94
32.14
614.64
614.91
Bankfull Right
X8
37.70 615.02 X8
41.38
44.41
615.28
615.49
X8
X8
Cross Section 8 Station 11 +09, Riffle
-Cross Section tBankfull ->�2 X Bankfull
630
+Cross Section --w-Bankfull -�2 X Bankfull
628
628
626
Project: 601 E
Summa
624
622
Cross Section 9
624
y
d
0
620
Feature
W 618
616
622
LL
614
A (BKF)
13.2
612
Station:
13 +66
610
-100 -80 -60 -40 -20 0 20 40 60 80
Station (Feet)
Cross Section 9 Station 13 +66, Riffle
+Cross Section --w-Bankfull -�2 X Bankfull
630
628
Project: 601 E
Summa
bankfull
Cross Section 9
624
m
Feature
Riffle
622
LL
A (BKF)
13.2
Station:
13 +66
0 620
W (BKF)
11.0
Date:
3- Feb -10
Max d
2.2
Crew:
BW, RL, SV
Mean d
1.2
W/D
9.2
Baseline Section
Station
Elevation
Notes
-96.85 618.00 TOPO
-41.85
616.00
TOPO
-80 -60 -40 -20 0 20 40 60
Station (Feet)
0.00
614.82
X9
5.14
614.41
X9
10.67
11.75
614.31
614.04
Bankfull Left TO
X9
12.63
613.77
X9
13.15
612.14
TW
16.47
612.75
X9
17.90
612.80
X9
19.78
612.75
X9TOE
20.21
21.62
613.89
614.30
0.00
X9 TOBR
24.32
28.07
614.56
614.81
Bankfull Right
X9
Cross Section 9 Station 13 +66, Riffle
+Cross Section --w-Bankfull -�2 X Bankfull
630
628
626
624
m
622
LL
0 620
m 618
w
616
614
612
610
-120 -100
-80 -60 -40 -20 0 20 40 60
Station (Feet)

Cross Section 10 Station 14 +45 Riffle
t Cross Section t Bankfull 2 X Bankfull
630
Summa
bankfull
Project: 601 E
Cross Section
10
626
11
Feature
Riffle
Feature
A (BKF)
20.6
Station:
14 +45
13.1
W (BKF)
11.8
Date:
3- Feb -10
W (BKF)
W
Max d
3.1
616
Crew:
BW, RL, SV
Max d
Mean d
1.7
Crew:
BW, RL, SV
614
W/D
6.8
Baseline Section
Station
Elevation
Notes
W/D
15.6
0 5 10 15 20 25 30 35 40 45 50
0.00
614.46
X10
5.58 614.09 X10
8.05
13.47
614.50
614.24
X10
Bankfull Left TOBL
Cross Section 11 Station 16 +08 Riffle
-17.14 616.00 TOPO
15.59
613.34
X10
tCross Section -.W- Bankfull -�2 X Bankfull
17.13
612.49
X10TOE
630
17.65
612.28
X10
613.20
X11
20.73
611.59
X10
612.93
612.48
X11
X11TOE
626
22.32
611.17
TW
22.86
612.24
X11TW
23.21 611.30 X10TOE
23.95
25.11
614.37
614.88
Bankfull Right TOBR
X10
612.31
X11
626
26.36 612.31 X11TOE
26.25
615.62
X10
613.23
X11
29.15
616.36
X10
X11
624
36.26 617.29 X10
43.98
617.80
X10
29.07
614.86
TOBR
31.32
614.97
X11
622
36.09 615.41 X11
40.85
616.23
X11
620
618
616
614
612
610
-20
-10
0 10 20 30 40 50
Cross Section 10 Station 14 +45 Riffle
t Cross Section t Bankfull 2 X Bankfull
630
628
Project: 601 E
Summary
(bankfull
626
11
624
Feature
� 622
u_
0 620
13.1
R
16 +08
?' 618
W (BKF)
W
Date:
616
Max d
1.5
Crew:
BW, RL, SV
614
612
0.9
610
W/D
15.6
0 5 10 15 20 25 30 35 40 45 50
Station (Feet)
Project: 601 E
Summary
(bankfull
Cross Section
11
Feature
Riffle
A (BKF)
13.1
Station:
16 +08
W (BKF)
14.3
Date:
3- Feb -10
Max d
1.5
Crew:
BW, RL, SV
Mean d
0.9
W/D
15.6
Baseline
Section
Station
Elevation
Notes
Cross Section 11 Station 16 +08 Riffle
-17.14 616.00 TOPO
0.00
614.54
X11
tCross Section -.W- Bankfull -�2 X Bankfull
10.25
13.18
613.74
613.74
X11
Bankfull Left TOBL
630
15.47
613.20
X11
20.20
21.11
612.93
612.48
X11
X11TOE
626
22.86
612.24
X11TW
25.12
612.31
X11
626
26.36 612.31 X11TOE
27.14
613.23
X11
27.77
614.15
X11
624
28.44 614.47 Bankfull Right
29.07
614.86
TOBR
31.32
614.97
X11
622
36.09 615.41 X11
40.85
616.23
X11
620
618
616
614
612
610
-20
-10
0 10 20 30 40 50

PEBBLE COUNT
Project: 601 East Underwood Creek Reference Reach Wetted Perim Date: 2/2/2010
Location: XS -3
Particle Counts
Inches
Particle_
Millimeter
1 900 1 124.8
Riffles
Pools
Total No.
Item %
% Cumulative
SiIt/C1a
< 0.062
S/C
0
0
0
0 %
0 %
Very Fine
062-125 .125
S
0
0
0
0 %
0 %
Fine
.125-.25
A
0
0
0
0 %
0%
Medium
.25-.50
N
0
0
0
0 %
0%
Coarse
.50-1,0
D
0
0
0
0%
0 %
.04-,08
Veray Coarse
1.0 - 2.0
S
6
0
6
6%
6%
08 - .16
Very Fine
2.0-4.0
2
0
2
2 %
8 %
Fine
4.0-5.7
G
0
0
0
0 %
8 %
.22 - .31
Fine
57-8,0
R
0
0
0
0%
8%
.31 -.44
Medium
8.0 - 11.3
A
4
0
4
4%
12%
44 -.63
Medium
11.3 - 16.0
V
8
0
8
8%
20 %
.63-,89
Coarse
16.0-22.6
E
11
0
11
11%
31%
.89 - 126
Coarse
22.6 - 32.0
L
12
0
12
12%
43 %
1.26 - 1.77
Very Coarse
32.0 - 45.0
S
15
0
15
15%
58%
1,77-2.5
Very Coarse
450-64,0
13
0
13
13%
71%
2.5-3-5
Small
64-90
C
13
0
13
13%
84 %0
3.5-5.0
Small
90-128
0
12
0
12
12 %©
96 %
5.0-7.1
Large
128-180
8
3
0
3
3%
99%
7.1 - 10.1
Large
180-256
L
0
0
0
0%
99%
101 -14.3
Small
256-362
B
0
0
0
0%
99 %
14,3-20
Small
362-512
L
0
0
0
0 %
99x/0
20-40
Medium
512-1024
D
0
0
0
0 %
99%
40-80
Lr - Very Lr2
1024-2048
R
0
0
0
0%
99%
Bedrock
BDRK
1
0
1
1 %
100%
Totals
100
0
100
100%
100%
E
U_
c
r
m
c
LL
e
100%
90%
80%
70%
60%
50%
40°%
30%
20°%
10°%
0°% 4-
0.1
d16
I d35
1 d50
I d84 I d95
135
1 25.3
1 38.1
1 900 1 124.8
Particle Size Distribution Sample #1
1c 100 1000
Particle Size - Millimeter

PEBBLE COUNT
Project: 601 East, Underwood Creek Reference Reach (Wetted) Date: 2/2/2010
Location: Between XS -6 and XS -8
Particle Counts
Inches
Particle
Millimeter
20.4
Riffles
Pools
Total No.
Item %
% Cumulative'
Silt/Clay
<0062
S/C
2
0
2
2%
2%
Very Fine
062 - 125
S
0
0
0
0%
2%
Fine
.125-.25
A
0
0
0
0 %
2%
Medium
.25 - .50
N
0
0
0
0%
2%
Coarse
.50-1.0
D
0
0
0
0%
2 %
.04 -.08
Very Coarse
1.0 - 2.0
S
0
0
0
0%
2%
.08-.16
Very Fine
2.0-40
1
0
1
1 %
3%
.16-.22
Fine
40-5,7
G
3
0
3
3%
5%
.22-.31
Fine
5.7 - 8.0
R
6
0
6
5%
11%
.31 -.44
Medium
80-11.3
A
10
0
10
9%
20%
.44-.63
Medium
11.3 - 16.0
V
16
0
16
15 %
35%
63-89 .89
Coarse
16.0-226
E
23
0
23
21%
55%
.89-1,26
Coarse
22.6-32-0
L
33
0
33
30 %
85%
1.26-1.77
Very Coarse
32.0 - 45 0
S
16
C
16
15%
100%
1.77-2.5
VerY Coarse
45.0 - 64.0
0
0
0
0%
100%
2.5-3.5
Small
64-90
C
0
0
0
0%
100%
3.5-5.0
Small
90-128
0
0
0
0
0%
100%
5.0-7.1
Large
128-180
B
0
0
0
0 %4
100%
7.1 - 10.1
Large
180-256
L
0
0
0
0%
100%
10.1 - 14.3
Small
256-362
B
0
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0
0%
100%
40-80
Lr - Very Lrg 1
1024-2048
R
C
0
0
0 %
1000/6
Bedrock
BDRK 0
0
0
0%
100 %6
Totals 110
0
110
100% 166%
100%
90%
80% -
m
} 70%
E 60%
U_
c 50%
m
40%
sy
e
30%
0
20%
10% -
0%
01
d16
d35
d50
d64
d95
9 7
16.1
20.4
31.5
40.5
Particle Size Distribution Sample #1
1 10 100 1000
Particle Size - Millimeter

Sieve Sample M1
Pavement Type:
Sample Elate:
Project:
Location
Largest Particle on bar
01 East
Ipper Rearli
u> IAChes 1 8. 1 6. 1 7 1 7, 1 2. 1 3. 1 4 1 4, 1 0,1 1. 1 7
1 Sieve SJZe Y c5NVe_` I SNVa WOOM I Sieve -Sample M sit— *Sempw I Slave -SAMOM 1511ri •S.Mpt. II Slays «Sample 1� Slave -Si.mpir I V; ht I
2112 tnGh
63
1 175
inches
Sieve
Millimeter
I
WL Re3aMetl flbsl
0
2 inch
50
1 195
_
D73%
073%
0 002E
0200
0
1 1(2 inch
375
t 25
115%
0 0059
0100
0 150
A
0 3B5
0
1 inch
25
1 23
030
1 42
_ 1.25
287%
897%
00234
021
3/4 inch
19
1 245
1..31
1 54
1.29
016
119
B
0405
1i2 inch
125
121
143
161
1.165
306
-.n4 2%
5515%
0675
318 inch
AS
7 -225
15
156
144
0 374
3167'
050
0645
NO 4
475
; 145
229
2.47
22
V
0875
670%
3525
No. a
236
19.0
162
2475
2175
9830%
08&13
1'
3.06
No. 16
1 -16
1 01 %
2
174
1.57
375
$
D
2445
No. 30
0.6
7
1.29
115
105.
0 OD%
10000%
2.5
079
No. 50
0.3
M
0 96
0 92
0 92
0
0 375
No -100
015
095
064
0
000%
100 00%
0365
0075
L
079
079
0 -T7
9
0
075
100 O0%
1OD5
1f�
11s
L
0
000%
0095
TOW Sample Wepht = _= _ == = —°a
Sieve Sample #1
Protect: o
inches
Sieve
Millimeter
I
WL Re3aMetl flbsl
CWHUMVve
slu
.X200
0095
D73%
073%
0 002E
0200
00750
S
0 055
042%
115%
0 0059
0100
0 150
A
0 3B5
295%
4 09%
00117
e50
030
N.
0 375
287%
897%
00234
#W
060
c
0 79
605%
13 01 %
00460
016
119
B
2445
1671%
3173%
0 0937
e8
236
c
306
-.n4 2%
5515%
0 167
e4
4 75
R
3 525
20 5e%
62 13%
0 374
3167'
050
A
0 B45
B.47%
88 60%
05
1F"
1250
V
0875
670%
9520%
0 748
374'
19.0
S
0 405
310%
9830%
08&13
1'
25.0
L
021
1 01 %
10000%
1 4764
1 1?
375
$
D
000%
10000%
1 8665
7
500
0
0 OD%
10000%
2.5
2 11.'
6310
C
0
0 p4%
100 00%
0
0
0 DD%
10000%
B
0
000%
100 00%
L
0
000%
100 m%
9
0
000%
100 O0%
L
0
000%
tOD011%
4
0
0 00%
100 a01i
R
0
000%
100 00%
netlrrxi<
BARK
0
000%
x0000%
_
- Totals 13065
100%
100%
100%
90% L
v
w
�
70%
E'
u Saw
i
L
40% !
~ 30% }
20% !
-
0% '-
001
Particle Size Distribution Sieve Sample #1
Becky L W erd C— MN W2013
0 1 1 to 100 1000
Parthdo size - MUKRAIer
13 -065

Sieve Sample #2
Pavement Type.
Sample Date
Project
Location
Largest Particle on bar = =_
801 Eau
Smaher Tnb
=> mchn 2.0.18. 1.8.12. 11:09. 1 211
Tatal
Suva Size 51eva Sieve Walpht I SMw +Samoft swe +iiim s, 51avti+5a9N Sv+Bae1060 84"lis mwe wtiont
5ne mm UN ua mLa
W4,11,1111iLIMI W ht Lba &!W ht JIb.1 I bs
2 112 inch
63
117S
Inches
Sleve
Mllnmetec
WL. Renlneil Ilbsi
i % passing
0
2 inch
50
1 195
I S+C
0.168
i 100%
d
: J7
0
1 1/2 inch
375
1.25
246%
000lcc
0150
A
1578
0
1 inch
25
123,
030
1285
2 513
15 87%
20 32%
0 32333
0.035
314 inch
19
1245
11 87%
1 26
1.27
1 18
6
004
1 n inch
125
121
1 525
1 79
1.41
1.29
1306%
0410%
1 175
3M Inch
Ii.S
t ffi
1501
1 755
L5101
1466
&W
050
1 1 5
No. 4
4 75
1 145
190.5I 1MI
197
201
163
1 175
7.42%
2935
NO. B
236
07
1 567
1.475
170
151
09M
1-
2072
N. 16
1 16
991 55
1 355
1 215
1625
1.34
I S
-
1 715
No, 30
06
0.9
1.2a
109
176
1 -35
10000%
25
186
No. 50
0.3
0 615
1 273
1 D7
196
145
Q
2 513
No. 100
0.15
0775
134
107
1 136
1.13
0.00%
10000%
1 578
No 200
0 07s
D 785
0 875
0 81
0 8
0.6
0 Ns
Passl 200
-0075
106
1193
111
1085
1.09
0
000%
11
Tool Sample Weight '--
Sieve Sample #2
LacaOan p
Prolact. 0
Inches
Sleve
Mllnmetec
WL. Renlneil Ilbsi
i % passing
%cumura8va
Site
c/200
I S+C
0.168
i 100%
d
: J7
0 075 0
S
0 225
1 42%
246%
000lcc
0150
A
1578
990%
1245%
0 011w
i'T.
030
N
2 513
15 87%
20 32%
0 32333
060
v
1 88
11 87%
40 19%
0 04618
1 18
6
1 715
1083%
5102%
00937
ae
2 38
G
2072
1306%
0410%
0167
04
4 75
A
2935
18.53%
8263%
0.374
&W
050
A
15
947%
9211%
0.5
Irr
1250
V
1 175
7.42%
9053%
0148
3r4•
190
E
004
0.25%
9978%
09M
1-
250
L
0 C35
022%
100.00%
1 4784
11117
37 5
I S
0
0.OD%
100 00%
1.9865
_ 7
500
0
a m%
10000%
25
2 1 jt
63 0
C
0
0.00%
100041%
Q
0
O.W%
10000%
0
0
0.00%
10000%
_
L
0
0.00%
100 0016
e
o
;0000%
L
0
000%
100.00%
4
0
0.00%
10000%
R
0
000%
1t7D OOi6
_
I
5earacA
ODRtf
0
EN
100.00%
Totals 15.836 Ion f0O%
I
E
U
c
s
t
v
c
ir.
x
90%
80%
70%
W%
50%
40%
30%
20%
1016
O D1
Particle Size Distribution Sieve Sample Oft
BeCky L Ward Cansolbrp &SY1013
0.1 1 10 100 100D
Particle Size - Menmewe
15 836

Sieve Sample #3
Pavement Type
Sample Date
Praject
LOcahon.
Largest Par4cle on bar =_=
601 East
Reterence Ree4h
irches 20;09, 1.21 k 13.101.20t 15,14:14,15
Siew Size
Sieve
SFZe mm
Slays Wal9h1 51ava *Sample Shva •Sample Steve +Semph Slew +Sample
Lba Wa ht. LOS Wa RI Lbs hi 1.4s Weint L8f
Slave •5amde Slew +Sample
Wet nt 1..tla W41 f+1 Ltm
TaW
W419ht
lJ»
Mwirilo r
I
Wr. Rea as
Cm M "
Size
c ■0
r
D 2
.
39%
3 9%
2 inch
50
1.195
S
052
287%
684%
0 0059
e 1 CO
D'
1 1121nch
37 5
425
12.38%
0.0117
450
030
N
1 18
0
1 Inch
25
123
0.00
D
1 72
13
28 35%
00409
007
aid Inch
19
1.245
1 39
4771%
00937
1 41
238
S
0.34
1C2inch
125
121
149
1.4
163
124
1721%
0930%
0w
3� Inch
951
1 225
135
1.39
1551
128
Irr
12.50
0.67
No. 4
4 75
1 145
1 97
2 02
210
152
034
1 88%
312
No. 8
238
107
2371
231
217
1 as
14704
t 11Z
442
No. 16
116
0965
198
197
1. 73
167
0
351
No. 30
08
09
131
1.37
1.24
14
10000%
1 72,
No. 50
0 3
C615
105
119
1.01
1,19
8
116 ,
No. 100
015
0 775
1 15
099
091
1 D5
0 00%
10000%
1
No 200
00751
0705
062
091
067
alb
052
PawjM 200 J
-00751
108
1.25
133
1 27
1101
?
o DD%
072
Tptel Seraph Weight
Sieve Sample b3
«atlan p
I!.
Prolect: 0
ll
lnehes
Slat
Mwirilo r
I
Wr. Rea as
Cm M "
Size
c ■0
r
D 2
.
39%
3 9%
0 0029
4:70
0 0750
S
052
287%
684%
0 0059
e 1 CO
0150,
A
l
552%
12.38%
0.0117
450
030
N
1 18
651%
16.66%
0.0234
x30
0.00
D
1 72
949%
28 35%
00409
416
118
S
351
1916%
4771%
00937
a8
238
S
442
24,38%
7209%
0187
44
475
R
312
1721%
0930%
0 374
YEr
950
4
067
3 70%
9300%
05
Irr
12.50
v
086
474%
97 74%
0 746
3l4-
190
E
034
1 88%
9961%
0.9843
1-
250
L
001
0.39%
10000%
14704
t 11Z
375
S
0
0.00%
100 00%
1 8665
500
0
0 00%
100.00%
2.5
2 11:
83 0
_
C
0
O OD%
10000%
.�.
0
0.00%
10000%
8
0
000%
700.00%
L
0
0 00%
10000%
8
0
000%
10000%
L
0
Q QG%
f 0000%
'-1
?
o DD%
10000%
R
D
000%
10000%
_
Beerock
BDF
000%
1oow%
Touts 16.13 100% IW%
100%
90%
Y
b �►
70%
eQ%
C
L 4016
~r 30%
C 20%
LL
e 10%
Becky L WeM 00n-111n9 &110013
Particle Sits Distrlbudon Slave Sample 03
001 O1 1 10 i00 1000
1ee1001e Size - Millimeter
t813

W
r�
V
C�
V
1
N
4�
V
W
w
04

t: 601 East
Section 1
e Riffle
is 5 +03
5- Dec -12
BW, ZP
473
472
471
m
LL
0 470
_m
w 469
468
467
0
(BKF) 7.5
(BKF) 10.5
ax 1.4
can d 0.7
Cross Section 1 Station 5 +03, Riffle
t Cross Section tBankfull t2XBankfull
5 10 15 20 25 30 35 40 45 50
Station (Feet)
470.36
RIFFLE
3.05
469.21
Summa
5.16
468.88
TOBL bankfull left
7.03
467.81
TOE L
8.65
467.58
471
9.42
467.45
TW
10.10
467.49
TOE R
11.10
468.10
8.0
11.79
468.40
TOBR bankfull right
15.20
468.76
W
16.52
469.13
468
18.68
469.21
21.43
469.85
Max d
28.36
470.17
Crew:
35.12
470.54
44.48
472.38
0.7
473
472
471
m
LL
0 470
_m
w 469
468
467
0
(BKF) 7.5
(BKF) 10.5
ax 1.4
can d 0.7
Cross Section 1 Station 5 +03, Riffle
t Cross Section tBankfull t2XBankfull
5 10 15 20 25 30 35 40 45 50
Station (Feet)
--�
473
Summa
bankfull
Project: 601 East
Cross Section
2
471
Feature
Riffle
ti
A (BKF)
8.0
Station:
5 +30
W
W (BKF)
11.6
468
Date:
5- Dec -12
Max d
1.3
Crew:
BW,SV
Mean d
0.7
Station (Feet)
W/D
16.9
Baseline
Section
Station
Elevation
Notes
Cross Section 2 Station 5 +30, Riffle
3.62
470.32
RIFFLE
4.61
8.41
469.02
468.74
Cross Section Bankfull 2 X Bankfull
12.81
468.63
14.12
468.42
14.67
468.29
TOBL
15.35
468.11
bankfull left
16.57
468.01
17.42 467.57
18.41
467.09
TOE L
19.71
467.19
TW
20.57 467.24
21.37
22.90
467.36
467.81
TOE R
24.58 468.07 bankfull right
26.59
468.63
c
30.67
37.59
42.92
469.38
469.80
470.95
TOBR
>
472.01
--�
473
472
471
m
470
ti
O
469
m
W
468
467
466
0 5 10 15 20 25 30 35 40 45 50
Station (Feet)

+Cross -� 2 X Bankfull
473
472
Summa
bankfull
471
Project: 601 East
Cross Section
4
470
d
d
Feature
Pool
A (BKF)
7.7
Station:
5 +65
W (BKF)
7.6
467
Date:
5- Dec -12
466
Max d
1.7
Crew:
BW, ZP
0 10 20 30 40 50 60
Mean d
1.0
W/D
7.4
Baseline Section
Station
Elevation
Notes
Cross Section 4 Station 5 +65, Pool
471.32 POOL
2.36
470.02
5.28
6.57
469.08
468.67
Section ' Bankfull
10.11
468.27
11.60
467.89
TOBL
12.17
467.69
bankfull left
13.09
466.42
TOE L
14.49
466.15
TW
15.20 466.21
16.58
466.52
TOE R
17.72
19.51
467.16
467.82
bankfull right
TOBR
22.56
468.15
28.43
468.54
36.21
469.17
41.54 469.78
45.77 470.60
+Cross -� 2 X Bankfull
473
472
471
470
d
d
LL
0 469
m
W 468
467
466
465
0 10 20 30 40 50 60
Station (Feet)

+ -�2 X Bankfull
467
466
l
Project: 601 East
Summa
bankfull
Cross Section
5
d
464
LL
C
Feature
Pool
Feature
Riffle
w
Station:
8 +24
Station:
8 +20
461
T...n
Date:
5- Dec -12
Date:
5- Dec -12
Max d
1.1
BW,ZP
Crew:
BW, ZP
Mean d
0.6
W/D
16.3
Baseline Section
Baseline Section
Station
E levation
Notes
Station
Elevation
Notes
Station 8 +24 Richardson Creek, Pool
466.04 STEP POOL
5.81
Cross Section 5 Station 8 +20, Riffle
466.48
2.75
464.95
7.63
8.25
462.89
462.48
TOBL bankfull left
6.75
8.66
463.32
462.95
8.67
461.51
TOE L
t Cross Section t Bankfull -A-- 2 X Bankfull
11.12
462.56
TOBL bankfull left
TW
11.90
462.11
TOE L
467
TOBR bankfull right
13.65
461.93
TW
15.82
462.15
15.05
461.93
TOE R
16.68
462.69
16.66
462.47
19.71
463.09
18.27
21.75
462.98
463.30
466
463.49
27.36
463.70
465.36
30.01
464.52
STEP
465
m
�i
0 464
v
w
463
462
461
0
5
10 15 20 25 30 35
Station (Feet)
+ -�2 X Bankfull
467
466
l
Project: 601 East
Cross Section
6
d
464
LL
C
Feature
Pool
w
Station:
8 +24
461
T...n
Date:
5- Dec -12
Station (Feet)
Crew:
BW,ZP
Baseline Section
Station
E levation
Notes
Station 8 +24 Richardson Creek, Pool
466.04 STEP POOL
5.81
463.08
7.63
8.25
462.89
462.48
TOBL bankfull left
Cross Section tBankfull
8.67
461.51
TOE L
11.26
461.07
TW
12.98 461.40 TOE R
13.36
462.19
TOBR bankfull right
15.82
462.15
16.68
462.69
19.71
463.09
25.43
463.49
32.38
465.36
+ -�2 X Bankfull
467
466
465
d
464
LL
C
O
R
'm 463
w
462
461
460
0 5 10 15 20 25 30 35
Station (Feet)

- >�2XBankfull
467
Summa
bankfull
Project: 601 East
Summa
bankfull
Cross Section
7
465
d
Feature
Step
A (BKF)
6.7
7.6
Station:
8 +26
8 +28
463
W (BKF)
9.2
W (BKF)
Date:
5- Dec -12
Date:
5 -Deo-12
Max d
1.2
Max d
Crew:
BW,ZP
Crew:
BW,ZP
Mean d
0.7
Mean d
0.7
W/D
12.7
Baseline Section
16.5
Baseline
Section
Station
Elevation Notes
Station
Cross Section 7 Station 8 +26, Step
Notes
STEP
465.47
4.69
462.91
Cross Section 8 Station 8 +28, Riffle
6.06
463.09
7.32
462.71 TOBL bankfull left
8.25
9.82
462.53
461.99
t Cross Section Bankfull 2 X Bankfull
8.33
461.85 TOE L
-0 Cross Section -f- Bankfull
10.03
461.49
TOE L
10.96
461.58 TW
12.67
461.45
TW
12.03
461.57 TOE R
466
13.18 461.34 TOE R
13.27
461.87
12.10
462.06
14.67
13.22
15.10
462.16 TOBR bankfull right
462.78
465.5
16.23
462.57
20.21
463.21
22.87
24.73
463.77
465
30.38 465.29 STEP
464.5
m 464
u-
0 463.5
.7;�
w 463
462.5
462
461.5
461
0
5
10 15 20 25 30 35
Station (Feet)
- >�2XBankfull
467
Summa
bankfull
Project: 601 East
Cross Section
8
465
d
Feature
Riffle
464
m
A (BKF)
7.6
w
Station:
8 +28
463
W (BKF)
11.2
Date:
5 -Deo-12
Max d
1.5
461
Crew:
BW,ZP
Mean d
0.7
W/D
16.5
Baseline
Section
Station
Elevation
466.22
Notes
STEP
Cross Section 8 Station 8 +28, Riffle
6.06
463.09
8.25
9.82
462.53
461.99
TOBL bankfull left
-0 Cross Section -f- Bankfull
10.03
461.49
TOE L
12.67
461.45
TW
13.18 461.34 TOE R
13.27
461.87
14.67
462.21
TOBR bankfull right
16.23
462.57
22.87
463.27
- >�2XBankfull
467
466
465
d
lL
a
464
m
w
463
462
461
0 5 10 15 20 25 30
Station (Feet)

Cross Section 9 Station 8 +70, Riffle
�CrossSection tBankfull - �2XBankfull
466
465
Project: 601 East
Summa
bankfull
Cross Section 9
464
Feature
Riffle
ti
c
A (BKF)
6.8
Station:
8 +70
w
W (BKF)
7.4
Date:
5- Dec -12
Max d
1.3
Crew:
BW,ZP
459
Mean d
0.9
W/D
8.1
Baseline Section
Station
Elevation
Notes
Notes
Cross Section 10 Station 8 +94, Pool
463.55 RIFFLE
8.11
461.23
462.53
8.92
10.51
461.01
460.40
bankfull left
TOE L
12.00
460.28
TW
TOBL Bankfull
tCross Section tBankfull -A -2 X Bankfull
13.34
460.25
459.70
TOE L
14.10
460.32
TOE R
459.44
TW
466
14.24
461.59
bankfull right
16.82 459.87 TOE R
15.86
18.81
462.37
462.69
TOBR
21.49
461.79
24.75
463.64
26.13
462.24
30.86
465.60
33.17 462.78
38.87
465.01
POOL
464
m
ti 463
c
0
m 462
w
461
460
459
Cross Section 9 Station 8 +70, Riffle
�CrossSection tBankfull - �2XBankfull
466
465
Project: 601 East
Summa
bankfull
Cross Section 10
464
d
463
Pool
ti
c
A (BKF)
0
> 462
0
Station:
8 +94
w
461
9.7
Date:
5- Dec -12
Max d
460
Crew:
BW,ZP
459
0 5 10 15 20 25 30 35
Station (Feet)
Project: 601 East
Summa
bankfull
Cross Section 10
Feature
Pool
A (BKF)
12.1
Station:
8 +94
W (BKF)
9.7
Date:
5- Dec -12
Max d
2.3
Crew:
BW,ZP
Mean d
1.2
W/D
7.8
Baseline Section
Station
Elevation
Notes
Cross Section 10 Station 8 +94, Pool
465.39
7.81
462.53
10.58
462.01
12.88
461.20
TOBL Bankfull
tCross Section tBankfull -A -2 X Bankfull
13.63
459.70
TOE L
15.24
459.44
TW
466
-
16.82 459.87 TOE R
18.73
461.00
TOBR Bankful
21.49
461.79
26.13
462.24
465
33.17 462.78
38.87
465.01
POOL
464
m
ti 463
c
0
m 462
w
461
460
459
0 5
10 15 20 25 30 35 40 45
Station (Feet)

Project: 601 East
Summa
bankfull
Cross Section
11
Feature
Riffle
A (BKF)
6.0
Station:
9 +29
W (BKF)
8.0
Date:
5- Dec -12
Max d
1.0
Crew:
BW,ZP
Mean d
0.8
W/D
10.5
Baseline Section
Station
Elevation
Notes
Cross Section 11 Station 9 +29, Riffle
465.73 RIFFLE
6.29
462.70
POOL
5.54
7.71
462.12
+Cross Section tBankfull 2 X Bankfull
15.85.8 9
461.50
18.78
461.01
TOBL bankfull left
465
19.86
460.12
TOE L
467
459.32
TOE L
21.82
460.06
TW
23.66
459.14
TW
23.40
460.06
25.34
459.69
464
24.67
460.08
TOE R
466
26.80 460.12
29.56
460.74
TOBR
26.70 461.03 TOBR bankfull right
29.60
461.50
461.06
35.89
43.50
461.60
464.41
461.63
465
463
42.68 463.78
42.73
- 464
N
LL.
m
ti 462
0 463
.2
0
0
m
461
W 462
w
461
460
460
459
459
5
10
15 20 25 30 35 40 45 50
0
0 5
Station (Feet)
15 20 25 30 35 40 45
Project: 601 East
Summa
bankfull
Cross Section
12
Feature
Riffle
A (BKF)
4.7
Station:
9 +49
W (BKF)
6.6
Date:
5 -Dec-12
Max d
1.5
Crew:
BW,ZP
Mean d
0.7
W/D
9.4
Baseline Section
Station
Elevation
Notes
Cross Section 12 Station 9 +49, Riffle
2.29 462.85
3.58
462.53
POOL
5.54
7.71
462.06
461.17
-*-Cross Section - Bankfull - A-2XBankftill
16.52
461.05
21.74
460.87
TOBL bankfull left
465
22.72 460.40
23.25
459.32
TOE L
23.66
459.14
TW
25.34
459.69
464
26.80 460.12
29.56
460.74
TOBR
32.86
461.06
37.95
461.63
463
42.68 463.78
42.73
464.13
m
ti 462
0
0
461
w
460
459
45$
0 5
10
15 20 25 30 35 40 45
Station (Feet)

PEBBLE COUNT
Project: REF Richardson Date: 12/6/2012
Location: Upper Reach Wetted Pe_ r_imeter
Particle Counts
Inches
Particle
Millimet—er—F
Riffles
Pools
Total No
Item %
% Cumulative
Silt/Clay
< 0.062
SfC
0
0
0%
0%
Very Fine
.062- 125
S
0
0
0 11/0
0%
Fine
.125-.25
A
0
0
01/0
0%
Medium
.25-.50
N
0
0
0 %
0%
Coarse
.50-1,0
D
0
0
0%
0 %
04-.08
Very Coarse
1.0-2.0
S
15
1
15
15%
15%
.08-.16
Very Fine
2.0-4.0
0
0
0%
15 %
.16-.22
Fine
4.0-57
G
0
0
0%
15%
.22 -.31
Fine
5.7 -8.0
R
1
1
1%
16'%
,31-.44
Medium
8.0 - 11.3
A
3
3
3 %
19 %
44-63 .63
Medium
11.3 - 16.0
V
13
13
13%
32%
63 -.89
Coarse
16.0-22.6
E
7
7
7%
39%
.89 - 126
Coarse
22.6-32.0
L
16
16
16%
55%
1.26-177
Very Coarse
32.0 - 45.0
S
17
17
17 %
72%
177 - 2.5
Very Coarse
45.0 - 64 0
14
14
14%
86%
2.5-3,5
Small
64-90
C
8
8
8%
94%
3.5-50
Small
90-128
O
5
5
5 %
99 %
5.0-71
Large
128-180
B
1
1
1%
100%
7.1 -10.1
Large
180-256
L
0
0
0%
100%
10.1 - 14.3
Small
256-362
B
0
0
0%
100%
14.3-20
Small
362-512
L
0
0
0 %©
100 %n
20-40
Medium
512-1024
D
0
0
0%
100%
40-80
Lr - Very Lrq
1024-2048
R
0
0
0%
100%
Bedrock
BDRK
0
0
0%
100%
Totals
106
0 1
100 1
100%
100%
d16 d35 d56 d84 d95
8.0 186 28.9 61.3 97.6
Richardson Reference Upper Reach Wetted Perimeter
100%
90%
80%
70%
a
E 60%
v
c 50%
W
m`
40%
c
L- 30%
20%
10%
0%
01 1 10 100
?article Size - Millimeter
1000

PEBBLE COUNT
Project: REF Richardson Date: 12/6/2012
Location: Lower Reach Wetted Perimeter
_ Particle Counts
Inches
Particle
Millimeter
d50
Riffles
Pools
Total No
I Item %
% Cumulative
64.8
Silt/Clay
< 0.062
SIC
2
2
2%
2 %
Very Fine
062- 125
S
3
3
3%
5%
Fine
125 -.25
A
2
2
2 %
7%
Medium
.25-.50
N
0
0
0%
7%
Coarse
50 -1.0
D
1
1
1 %
8%
04 - 08
Very Coarse
1.0-20
S
4
4
4 %
12%
.08--16
Very Fine
20-4.0
0
0
0 %
12%
.16-.22
Fine
4.0-5.7
G
9
9
9%
21%
.22 - .31
Fine
5.7-8.0
R
6
6
6%
28%
.31 - .44
Medium
80-11.3
A
10
10
10%
38%
.44--63
Medium
11.3 - 16 0
V
9
9
9%
47%
63-89 .89
Coarse
16.0 - 22.6
E
7
7
7%
54 %
89-1.26
Coarse
22.6-32.0
L
10
10
10%
64%
126 - 1.77
Very Coarse
32.0 - 45.0
S
7
7
7%
71%
1-77-2.5
Very Coarse
450-640
12
12
12%
84%
2.5-3.5
Small
64-90
C
10
10
10%
94%
3.5-5.0
Small
90-128
Q
4
4
4%
98%
5.0-7.1
Large
128-180
B
2
2
2 %
100%
7.1 -10.1
Large
180-256
L
0
0
0%
100%
10.1 - 14.3
Small
256-362
B
0
0
0 %
1000%
143 - 20
Small
362-512
L
0
0
0%
100%
20-40
Medium
512-1024
D
0
0
0%
100%
40-80
Lr - Very Lrg
1024-2048
R
0
0
0%
100%
Bedrock
BDRK
0
0 1
0%
100%
Totals
98
0 1 9$
100%
100 %
m
a
a
m
E
U
eo
s
Cc
LA.
at
100%
90%
80 %
70 %
60 %
50%
40%
30%
20 %
10%
0%
Richardson Reference Lower Reach Wetted Perimeter
0.1 1 10 100
Particle Size - Millimeter
1000
d16
d35
d50
d84
d95
4.8
102
18.6
64.8
100.5
Richardson Reference Lower Reach Wetted Perimeter
0.1 1 10 100
Particle Size - Millimeter
1000

Sieve Sample #1
Pavement Type
Sample Date,
Protect
Locatron
Largest Particle on bar
Pave M Sample
1316@012
Pot 801 Eeat EM Led
RaMeere Reach Rchw4$ a1
=> WA
S +eve Size
Sleve
Sin mm
SieVa WagM
L11s
Blew +gaplple Sieve �SamP1e Sure +Balnple Slave +5ampie
M _ Wei 11t Lbs M LES W M LDa
Sfeve +Sample
1Ne1 ht Ltis
TpraI
Sieve +Sample X.
Wei M Ltis Lis
-
WL Reameg ritisil
2112 inch
83
1.175
198
245
SIC
1 0015
010%
1 0.2M
206
2 inch
50
1.125
_ 196
202
0 34%
00059
X100
0150
1.32
1 1/2 inch
37.5
125
216
1 r
030
N
0 005
0.07%
U 9
1 inch
25
123
258
1.35
0.47%
127%
_
916
147.
314 Rich
19
1.245
161
125
#8
236
G
0.27
037
1 Q inch
125
1.21
145
1.29
023
3.10%
8.89%
0 374
032
3113 inch
0.5
1.225
1 135
11
05
1 ry'
1.150
v
03
No. 4
475
1.145
129
123
E
0 .37
99
4.%
2204%
023
No. 8
238
107
i l l
13
41.67%
1 d764
11f1'
375
027
No. 16
1.18
O'NG
0.98
1
SO a
1.32
1 17 80%
005
No. 30
0.6
0.9
062
0215
2779%
100.00%
0636
No. 50
0.3
0.615
0.817
0618
$
0
0OM
No. 100
0.15
O 775
4 8
0 778
0
0:00%
t0000fi
0 a2g
No 2170
0075
0786
0.77
077 1
L
0,01
Pawirg 200
X075
1-061
I.OgI
1085
b
0
000%
100 00%
0.015
TOM Sample Weigh =- = = = -->
Richardson Sieve Sample #1- Pavement
Locapan g
PTnIacL 0
Inches
Sieve
M4hmeler
-
WL Reameg ritisil
passwo
1 %Cumulative
-
51aa
< PS00
SIC
1 0015
010%
1 0.2M
00029
#200
00750
5
001
0,13%
0 34%
00059
X100
0150
A
0029
0,36%
073+4
0.0117
460
030
N
0 005
0.07%
0 60%
0 0234
930
0 60
-1
0 035
0.47%
127%
0.0496
916
_ 1 19 _
6
006
am
t.W%
66937
#8
236
G
0.27
3.84%
558%
0.167
#4
4 75
R
023
3.10%
8.89%
0 374
318'
950
A
03
4.05%
12 79%
05
1 ry'
1.150
v
032
4:32%
1705%
0 748
314'
19 C
E
0 .37
99
4.%
2204%
0 9843
t°
250
L
147
19.84%
41.67%
1 d764
11f1'
375
$
093
1254%
5441%
1 96851
_
SO a
1.32
1 17 80%
72,21%
25
2 1f"
83.0
C
2.08
2779%
100.00%
Q -
0
000%
100.00%
$
0
000%
tOaO0%
L
0
0:00%
t0000fi
B
_
0
0 00%
10000%
L
0
0 0016
100.00%
b
0
000%
100 00%
R
0
000%
1pp 001:
_
5eprocx'
Bola(
0
0 00%
100 00%
al
fos ±7414
100%
100%
1Q016
6016
7 BO'N
s
-3 79%
90%
t`1 �
c
• 4a%
a
30%
c 2D%
LL
Be 10%
0.01
Particle Size Distribution Sieve Sample #1 Pavement Richardson
Becky L Wars Comulang 91671713
01 1 10 100 low
Pa40eN stm- M1M111mor
T 414

Sieve Sample #2
Pavement Type
Sample Date
Praiect
Location
Largest Particle on bat
kdi}Pevamett Sample
120MI3
W 801 East
licha it Reteie Reach
> INIA
Slew She _ Sieva I Sieve WelaM I Sieve -smog I Sieve •SLmpie I sm e.Samllle I Siew.SaMwA I Sieve - Sample I Sieve <Sambie Wetant II
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318 inch
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199
211
0 374
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CONSTRUCTION PLANS FOR N�
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C, M a, -
STREAM AND WETLAND RESTORATION PROJECT N ° X �-
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UNION COUNTY, NORTH CAROLINA �z =�a�
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EEP CONTRACT DENR NO-.004925 Nt y �J`z =�"
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EEP PROJECT NO-.95756 �� �� C��
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RFP 16-004110 ••
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LOWER CHANNEL
601 EAST
UPPER CHANNEL
VICINITY MAP
SURVEY DATA PROVIDED BY:
909 MARKET STREET
M%W WILMINGTON, NC 28401
OWDICKSON NC (910)
NO00F -0374
community infrastructure consultants
The Catena Group Inc.
410 —B Millstone Drive
Hillsborough, NC 27278
PH: 919- 732 -1300
FAX: 919 - 732 -1303
NCEEP CONTACT: PAUL WIESNER (828) 273 -1673
WARD CONSULTING ENGINEERS CONTACT: BECKY WARD, PE (919) 870 -0526
ENVIRONMENTAL BANC AND EXCHANGE CONTACT: (919) 829 -9909
WTT
STREAM DESIGNER:
Ward Consulting Engineers
4805 Green Road
Raleigh, NC 27616
NC LICENSE NO: C -2619
REVISION&
PH: 919- 870 -0526
FAX: [phone]
' FULL DELIVERY PROVIDER:
Environmental Banc & Exchange
909 Capability Drive, Suite 3100
0 Raleigh, NC 27606
PH: 919 - 829 -9909
FAX: [phone]
LOCATION MAP
INDEX OF SHEETS
W
W
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0
SHEET N0,
T1
L1
TCS1 —TCS2
GNI
D1 —D5
PP1 —PP8
VP1—VP12
CEM1 —CEM2
DESCRIPTION
TITLE SHEET
LEGENDS SYMBOLS AND SHEET KEY
TYPICAL CONSTRUCTED CROSS SECTIONS
GENERAL NOTES AND CONSTRUCTION SEQUENCE
DETAILS
PLAN AND PROFILE
PLANTING PLANS
CONSERVATION EASEMENT MARKING PLAN
PRELIMINARY
NOT FOR CONSTRUCTION
ATE- 5 SEPT 2013
REVISION&
ROJECT E sMt
DWG NAME -
Construction Title Sheet
CALE-
NTS
MITIGATION
PLAN SET
SHEET NO.
T1

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LEGEND
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- - -- EXISTING CENTERLINE
Z
EXISTING CONTOURS
M
PROPOSED CENTERLINE
Q
599 PROPOSED TOP OF BANK
V
PROPOSED CONTOURS
ROOT WAD
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ROCK CROSS
Q
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W
CONSTRUCTED RIFFLE
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® GRADE TRANSITION
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- - -- PROPERTY LINE
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—1 ou— LIMITS OF DISTURBANCE
DATE: 5 SEPT 2013
D WETLAND RESTORATION
FUS :
0 WETLAND PRESERVATION
® TREE BE REMOVED
MATCHLI LINE
0 CLAY PLUG
SINGLE WING ROCK VANE
RIGHT OF WAY
PROJECT NAME
601 East
---CE— CONSERVATION EASEMENT
DWG NAME
—TM— TREE PROTECTION
000000 ROCK OR BRUSH TOE
Legends and Symbols Sheet
SCAE,
TEMPORARY SILT FENCE
1'=300'
BRUSH LINE WETLAND EDGE
MITIGATION
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ATE- 5 SEPT 2013
2.5' 2' 3' 2' 2.5'
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PROJECT NAME
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Typical Cross Sections
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ATE. 5 SEPT 2013
5H(MIN)
5H(MIN)
EVISION&
(SEE CONTOURS ON PLAN
SHEETS)
(SEE CONTOURS ❑N PLAN SHEETS)
ROJECT NAME -
USE THREE WIDTHS ❑F
601 East Creek
DWG NAME-
NOTE, DO NOT LINE EXCAVATED 8' WIDE EROSION FABRIC
POOLS ABOVE
LOG SILLS,
ENTIRE LENGTH OF
Sections
SCALE-
EPHEMERAL CHANNEL
NTS
4.0
MITIGATI ❑N
PLAN SET
TYPICAL EPHEMERAL
9
CROSS SECTION
PRELIMINARY
HEET NO.
SCALE: NOT TO SALE
NOT FOR CONSTRUCTION
TCS2
BEND
BEND
10'
2' 6.5'

GENERAL NOTES:
1. Contractor shall verify locations and elevations of all existing utilities
inside the construction corridor. The contractor is responsible for having
all utilities located 48 hours priorto mobilization to the site. "Call before
you dig." Toll free number (811)
2. The Contractor shall follow OSHA guidelines and utilityowner guidelines
when working near utilities.
3. All construction and materials shall be constructed to standards provided
on the plans.
4. Contractors shall verify all dimensions in field. Any discrepancies thereof
shall be reported to the owner and designer, prior to proceeding with
the work.
5. No trees not shown for removal on the plans shall be removed without
the Designers approval unless they are in the new channel alignment. All
trees and debris to be mulched onsite or properly disposed of offsite.
Remaining tree stumps to be no more than 12" from existing ground.
6. Base topographic and planimetric information generated from Union
County GIS data and field surveys.
7. No subsurface data is made available to the Contractor for this project.
The Contractor shall be responsible for making his own subsurface
investigations asthey relate to this project.
8. Benchmark controls are shown on the Staking Plan. The Contractor is
responsible for performing the construction survey. The Designer will
coordinate available auto -cad drawing files to the surveyor for the
proposed design and base survey data obtained in the design phase of
the project.
9. Plan Vertical Datum: NAVD 1988
10.Plan Horizontal Datum: NCState Plane Coordinates NAD 83
11.No Flood Hazard zones exist on this project according to FEMA Floodway
map forTanyard Branch. Lanes Creek and Mills Creek South are FEMA
regulated.
12.In the event of a storm, the owner will not accept any liability for
damaged equipment, tools, materials, or other items needed to
complete the work. The contractorwill be responsible for removal or
protection of any equipment that could be affected by storm flows.
13.Temporary construction access to the site to be improved only as
necessary in areas unsuitable for construction equipment passage by
the Contractor. All access improvements to the roadway, gates, and
fences required for construction to remain forfuture use by landowner.
Existing farm fields used for construction access will be repaired to
original conditions or better by the contractor.
14.The Contractor shall be responsible for repairing any damaged items
during construction including by not limited to, existing roads, gates,
fences, etc.
15.The Contractor shall make every effort to prevent damage to trees
within the tree protection area. In the event of damage, repair any
damage to the crown, trunk, or root system immediately.
a. Roots: Repair roots by cutting off damage areas and painting them
with tree paint. Spread peat moss or moisttopsoil over exposed
roots.
b. Tree Bark: Repair damage to bark by trimming around damaged
area, taperthe cut to provide drainage, and paint the tree paint.
c. Tree Limbs: Cut off all damaged tree limbs above the tree collar at
the trunk or main branch. Use a separate cut to avoid peeling bark
from healthy area ofthe tree.
ACCESS, STAGING AND STOCKPILE AREA NOTES:
1. Construction equipment limited to only areas within the limits of
disturbance as shown on the plans. All parking and staging to be
limited to areas shown on plan.
2. All areas outside the shown disturbance limit or conservation
easementto remain in their natural condition.
3. All construction to be performed from the top of bank, no equipment
will be permitted to workfrom the channel bed or crossthe streams
except at designated locations as shown on the plans.
4. Every effort shall be taken to minimize disturbance in the stream
channel and in gaining access to and from the work area.
5. Access and staging areas have been shown on the plans. Staking of
the access areas shall be a pproved by the Designer before
construction commences.
6. The contractorshall establish stockpile areas alongthe project, as
necessary, to carry out the work. All stockpile areas must be inside
the limits of construction and approved bythe Designer. Stockpile
areas should not be located within forested areas. Siltfence shall be
required in areas where loose soil has been placed in the staging and
stockpiling areas. The contractor is responsible forth etemporary
protection and permanent stabilization of all soil stockpiles on site as
well as soil internally transported within the project site.
Temporary access areas which go through agricultural fields are to be
planted with temporary seed mix.
MATERIALS NOTES:
1. The Contractor is responsible for stockpiling all materials as stated
above.
2. Topsoil: the upper 6 inches of topsoil shall be saved from areas that
will be disturbed by excavation, fill, access areas, or compaction
equipment. Topsoil shall be kept separate from any site spoil. Upon
completion of construction, topsoil will be spread at a depth of 4 to 6
inches over areas to be planted. See planting plans.
3. Stream Bed Material: Stream bed material deemed suitable bythe
designer. Shall be saved from areas ofthe exiting stream that will be
impacted by construction. These areas will beflagged bythe designer
priorto construction. Excavated bed materials will be utilized in close
proximity to their location of excavation, and will not require
extensive hauling. This excavated bed material will be used to seed
the newly constructed stream riffles.
4. Site Spoil: All remaining excavated materials otherthan topsoil and
stream bed material shall be considered site spoil. The site spoil shall
be stockpiled separately. Suitable site spoil shall be saved for later use
as back-fill ofthe abandoned channel. All excess soil shall be wasted
on site in designated areas or hauled off sae.
EROSION CONTROL NOTES:
Total Disturbed Area = 12.78 Ac.
Project Soil Types Carolina Slate Belt: Badin, Chewacla, Cid, Mecklenburg,
and Tarrus.
1. The contractor shall exercise precautions throughout the construction
sequence to prevent erosion and siltation. Erosion control measures
shall be installed and maintained in accordance with the project
plans, North Carolina Sedimentation and Erosion Control Guidelines,
and as directed bvthe designer. All sedimentation and erosion
2. The owner and financially responsible party forthis project is
Environmental Banc and Exchange.
3. Construction work shall be in compliance with regulations ofthe
National Pollutant discharge Elimination System (NPDES) stormwater
general permit. The Contractor shall be responsible for installing a
RAIN GAUGE on the project site & for recording daily rainfall amounts
during construction.
4. The contractor shall be responsible for maintenance of all erosion
control measures during construction. The measures shall be
maintained continuously, relocated when and as necessary, and shall
be checked for maintenance issues afterevery rainfall.
5. All disturbed areasto be seeded to specifications unless otherwise
noted on the planting plan. Seeded areas shall be checked regularly
and shall be watered, fertilized, reseeded and mulched as necessaryto
obtain a dense stand of grass. All disturbed areas that are not
otherwise stabilized shall be top soiled and seeded, temporarily or
permanently in accordance with the North Carolina sediment control
regulations. Permanent seeding and grass establishment is required
priorto project completion and acceptance.
6. The Contractor shall provide ground cover as soon as practable but in
the event within 14 days on disturbed flat areas and 7 days on all
perimeter dikes, swales, ditches perimeter slopes and slopes steeper
then 3 horizontal to 1 vertical. Permanent ground cover shall be
established within 15 working days or 90 calendar days (whichever is
shorter) following completion of construction.
7. All temporary erosion and sediment control measures shall be
removed with in 21 days afterfinal site stabilization orafterthe
temporary measures are no longer needed. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary
measures shall be permanently stabilized to prevent further erosion
and sedimentation.
8. The Contractorshall onlyconduct bank and stream bed work,
including all in- stream, grading bank stabilization, and in- stream
structures on a section of stream that can be entirely stabilized before
turning flow into the newly constructed channel.
9. If any soil is transported offsite, it is the contractor's responsibility to
ensure that this action is conducted in a mannerthat is consistent
with the approved erosion control permit.
10.Construction entrances shall be installed at all access locations as
shown on the plans. When a crushed stone construction entrance has
been covered with soil or has been pushed intothe soil by
construction traffic, it shall be replaced with a depth of stone equal to
that ofthe original application.
11.The Contractorshall keep all surrounding public roadways and
drainage systemsfree from dirt, mud and construction debris at all
times. Where sediment is transported onto a paved or public road
surface, the road surface shall be cleaned thoroughly at the end of
each day. Sediment shall be removed form the roads by shoveling or
sweeping and transported to a sediment control disposal area. Street
washing shall be allowed only after excess sediment is removed.
12. During construction the Contractor sha II be responsible for installing
additional erosion control measures not shown ofthe plans but
necessary to control excess sediment, if determined to be necessary
by the Designer. Additional soil stockpile areas will be pre- approved
by the engineer and will have appropriate silt fencing installed around
it.
SEQUENCE OF CONSTRUCTION EVENTS
A General Initial Site Preparation
1. Perform all utility identification and marking /flagging as necessary.
2. The contractor shall set up a pre - construction meeting with the local
erosion control inspector, and the project engineer. The contractor shall
schedule this meeting a minimum of 48 hours priorto any land disturbing
activity.
3. Install construction entrance(s) and access road. The construction
entrance(s ) and staging area(s ) identified on the plans provide the only
access points in to the limits of disturbance. No additional access points
shall be used without approval of the designer and modifications ofthe
erosion control permit.
4. Stake and mark sensitive areas and trees /vegetation to be saved.
(Coordinate with Designer).
5. Stake construction limits, clearing limits and stream access locations as
shown on the plans or as directed by the designer.
6. Install sediment /erosion control fencing as shown on the plans and all other
erosion control measures as necessary to begin clearing and grading
operations in accordance with the approved erosion control plan. Erosion
control measures shall be installed and maintained in accordance with the
project plans and special provisions, North Carolina sediment and erosion
control guidelines and as directed by the designer. The contractor shall
exercise every reasonable precaution throughout the construction of the
project to prevent erosion and siltation. When the measures are complete
call for an inspection bythe local erosion control inspector.
7. Identify staging and stockpile areas as shown on plans. (Coordinate with
Designer) All excavated material shall be stockpiled within the limits of
disturbance for later use as embankment material or disposal. The
contractor is responsible for installing appropriate stabilization measures
around the stockpile area(s) to prevent erosion and sedimentation.
8. Perform clearing and selective vegetation removal operations. All woody
vegetation on site smallerthan 6" to be shredded to mulch and stockpiled
to be used to amend the soil in the floodplain or disposed of offsite.
9. Clear any debris from the stream. Dispose of according to the plans and
specifications or as directed bythe Designer.
10. Install temporary crossings as shown on the plans. The permanent stream
crossings will not be installed until the channel construction in that area is
completed in conjunction with the crossing. The culvert permanent
crossings and temporary crossings as shown on the plans will serve as
the only stream crossing locations for Tanyard Branch.
B Stream Restoration Area Construction
1. It is upto the discretion ofthe contractorto determine the length of
daily work areas in accordance with the following provisions:
a. All excavation shall be performed in dry or isolated sections ofthe
channel.
b. The contractor shall only conduct stream work, including all in-
stream structures, grading, stabilization measures, seeding,
mulching, and matting work, on a section of stream that can be
completed within a single day. Each section of completed stream
must be stabilized and matted before flow can be returned into
the channel.
c. Temporary pumps shall be utilized bythe contractor in portions of
the stream to divert normal flow from and dewater the work area.
The pumps and bypass ordewatering layouts used bythe
contractor shall meet all requirements specified in these plans.
The temporary pump shall be installed and removed in accordance
with the manufactures guidelines. The contractor shall be
responsible for utilizing pump(s) sufficient to bypass the normal
flow and dewater the work area.
d. All disturbed soils will be seeded forvegetative stabilization in
accordance with the temporary and permanent seeding
specifications in the special provisions and as listed on the planting
plan notes sheet VP 1 -2 of the construction set.
1. The Contractor shall work from upstream to downstream when doing
work in the existing channel. The Contractor shall maintain atemporary
rock silt screen downstream of any work in the live stream.
2. Amend soils; stabilize with erosion control matting, and seed daily as
construction proceeds downstream,
3. Construct ephemeral channel improvements at the top of the project to
station 7 +60 the beginning ofthe interm ittent channel.
4. Pump around Tanyard Branch from station 7 +60 to 13 +50 as needed and
construct the channel and floodplain grading stabilizingthe channel
daily as work progresses.
5. Pump around to construct permanent stream crossingat Station 13 +75.
Install pipe to the lines and grades as called for on the plans.
6. Pump around Tanyard Branch from 14 +00 to 22 +50 to construct the
channel and floodplain basins at concentrated overland flow locations.
Stabilize all work areas daily as work progresses.
7. Pump around Tanyard Branch from 22 +50 to 25 +80. Construct channel
and floodplain improvements.
8. Construct the channel from 25 +80 to 30 +80 adjacent to the existing
channel. Contractorto minimize construction impactsto the existing
wetland areas.
9. Pump around from 30 +80 to Landsford Road. Complete the channel
construction and tie into the existingculvert at Landsford Road.
10.Contractorto finish seedingand stabilization of project upstream of
Landsford Road.
11.Mobilize equipment and materialsto lower end of the stream.
12. Construct the channel in the dry from station 44 +20 to 58 +50. Stabilize
with seed and matting.
13. Construct the perm anent crossing at station 46 +92.
14. Pump around the stream from station 42 +90 and divert flow into the
newly constructed channel.
15. Construct the channel from 42 +92 and tie into the newly constructed
channel at 44 +20.
16. Contractor to stockpile materials in only the locations shown on the
plans unless otherwise approved by the engineer or owner. Fill
abandoned channel as construction proceeds downstream and the
stream flow is diverted to the new channel. Seed floodplain, ephemeral
pools) and wetland enhancement area(s) as final gradingis com pleted.
17. Complete re- vegetation of the woody species for the project within the
conservation easement as shown on the plans.
18.Repair areas used for construction access.
19. Seed and mulch staging areas, stockpile areas, access areas and any
remaining non - vegetated areas within the project.
C General Site Completion
1. Complete site cleanup and stabilization as called for on the plans and
specifications.
2. Erosion control devices shall be removed from their respective locations
only when the stabilization ofthe adjacent ground has been established.
The removal of the construction entrance will occur when all ofthe
construction equipment has been removed from the project site.
Construction entrance stone will only be left on the project site upon the
request ofthe land owner. Upon removal ofthe entrance the area will
be seeded and mulched.
3. Obtain Finalapprovals.
4. Complete as- builtsLrvey.
PRELIMINARY
NOT FOR CONSTRUCTION
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MATE- 5 SEPT 2013 1
RGJECT NAME -
601 Enst
VG NAME -
Construction Sequence
NTS
MITIGATI ❑N
PLAN SET
HEET Np.
GNi

LOG BURIED BACKFILL WITH ON -SITE STREAM ALLUVIUM (IF
BELOW STREAMBED \ AVAILABLE), OTHERWISE USE A WELL GRADED
MIX OF CLASS A. CLASS B, AND X157 STONE
.0A 1U/2
EXCAVATED POOL —
MAX DEPTH LOCATION
AT 0.9 x VL
DEPTH OF
EXCAVATED POOL=
TYP. POOL Dpool x 1.
1 LOG VANE
SCALE: NOT TO SCALE
3/
HEADER
LOG
-,RT ELEV FOOTER
LOG FILTER FABRIC
WOVEN
VL SECTION A -A
FILTER
FABRIC
ROOTWAD AND
BOULDER TO
ANCHOR LOG
HEADER
LOG
ROOTWAD OR
BOULDER
� LOG
PROFILE VIEW
NOTES:
1. HEADER LOG SHALL BE AT LEAST 18" IN DIAMETER AND THE FOOTER LOG AT LEAST 12" IN
DIAMETER; RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.
2. BOULDERS MUST BE AT LEAST 2'X2'X3'.
3. SOIL SHOULD BE WELL COMPACTED AROUND BURIED PORTIONS OF LOG.
4. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS
THE HEADER LOG INTO THE BANK.
5. BOULDERS SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL
NOTES:
1. WRAP SOIL FOR LIFT IN DUAL LAYERS OF
WOVEN C -700 FABRIC, SEED AND STRAW
FACE do TOP OF LIFT.
2. LIVE STAKE VERTICAL FACE do TOP OF LIFT
3' SPACING.
3. PLACE FILTER FABRIC AND SOIL LEVELING
COURSE ON TOP OF BRUSH LAYER.
3 BRUSH TOE DETAIL
SCALE: NOT TO SCALE
ANCHOR
BOULDER
NOES
1. EROSION CONTROL MATTING TO BE
INSTALLED IN EXCAVATED TRENCH AS
SHOWN
2. CONTRACTOR TO PACK VOIDS WITH
STONE MIX THEN ADD A FINE LAYER OF
SOIL TO FILL SMALLER VOIDS AS RIFFLE
IS CONSTRUCTED FROM BOTTOM UP
3. THE RIFFLE TAIL LENGHTS "C" ARE 5'
MINIMUM.
4. PLACE STONE MIX AS SHOWN IN CHART
BELOW.
5. CONTRACTORTO UTILIZE EXISTING RIFFLE
STONE IN OLD CHANNEL FOR
CONSTRUCTION OF NEW RIFFLES WHERE
POSSIBLE.
SLOPE 3H:1V
TAPER ROCK FROM'
BOTTOM OF TRENCH TO
DEPTH B AT HEAD AND
END OF RIFFLE
I�J� Za�.r�i7�IE�l
STONE MIX
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30%
50%
5%
TRENCH
DEPTH
CLASS I MIX
7STONE
CLASS A
CLASS I
SOIL
18"
CLASS II MIX
7STONE
CLASS B
CLASS II
SOIL
24"
NOTE:
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2 " -6"
AVG 4'
CLASS B - RIP RAP
5 " -12"
AVG 8"
CLASS I - RIP RAP
5 " -17"
AVG 10"
CLASS II - RIP RAP
9 " -23"
AVG 14"
U34M VARIES
TAIL LENGTH "C"
STREAM FLOW
0 PROPOSEI
°a CHANNEL
A w THALWEG
RSLOPE
SLOPE 3H:1V
STONE
MIX LONGITUDINAL VIEW
SEE VERTICAL ALIGNMENT TABLES FOR CONSTRUCTED
RIFFLE LENGTHS, SLOPES, ELEVATIONS AND COORDINATES
2, CONSTRUCTED RIFFLE
SCALE: NOT TO SCALE
SECTION VIEW "A —A"
PLAN VIEW
4 BRUSH MATTRESS
4-A SCALE: NOT TO SCALE
(2.5 IN' MAX DIAMETER)
-6' IN LENGTH
LIVE BRUSH LAYER
BRUSH MATTRESS:
1. BEGIN BRUSH MATTRESS IN UPPER 1/3
OF BANKFULL CHANNEL BOTH SIDES OF THE STREAM.
2. BACKFILL 3" OF ONSITE ALLUVIUM OVER BRUSH LAYER.
3. COVER WITH EROSION CONTROL MAT.
4. STAKE AND TIE DOWN WITH ROPE SECURED TO STAKES.
CROSS SECTION VIEW
NOTES:
1. BRUSH MATRESS SHOULD
BE INSTALLED DURING
VEGETATION DORMANCY.
2. ONLY USE SPECIES
SPECIFIED UNDER LIVE
STAKES SECTION OF
VEGETATION SELECTION.
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,ATE: 5 SEPT 2013
IEVISIONS:
TOWARDS THE STREAM
SECURE ROPE W/
MIN 3 -FT LENGTH
2 -3 FT
D ETAI L
PRELIMINARY
NOT FOR CONSTRUCTION
PROJECT NAME
601 East
DWG NAME:
Detane
CALE:
NTS
MITIGATION
PLAN SET
SHEET NO.
D1

COMPACTED STONE ROADBASE
6" TH. (2 " -3" STONES)
GRADE
36"
COMPACTED STONE ROADBASE
I�
CONSTRUCTED RIFFLE EL =538.5
AT INLET 30LF
L �FARM CROSSING DETAIL STA
SCALE NOT TO SCALE
FLOW
PLAN VIEW
N.T.S.
120'
SECTION VIEW
PROFILE VIEW
N.T.S.
EXISTING
- GRADE
EL. 538.50
EL. 533.67 (OUTLET END
" RCP -50 LF Cc
JRRIED 1" DEEP
AT OUTLET 1OLF
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PLAN VIEW
N.T.S.
30'
NOTES:
1. CONSTRUCT TEMPORARY DIVERSION OR SET -UP
PUMP AROUND PER THE DETAIL
2. BEGIN EXCAVATION OF THE CHANNEL TO
INSTALL THE CULVERT PER THE PLAN SHEETS.
INSTALL THE CENTER OR BASEFLOW CULVERT(S).
3. PLACE AND COMPACT FILL FOR CROSSING TO
THE CONTOUR ELEVATIONS SPECIFIED ON THE
PLAN SHEETS.
4. PLACE AND COMPACT THE FILL AND GRADE
THE UPSTREAM AND DOWNSTREAM FACE WITH 2 "1
SLOPES.
5. PLACE A 18" THICK WELL GRADED MIX OF
5 " -12" CLASS B RIP RAP ON THE UPSTREAM
AND DOWNSTREAM FACES. PLACE A GRADATION
OF 2" AND 3" STONE ON THE SURFACE OF THE LFARM CROSSING DETAIL STA
CROSSING AND COMPACT TO FINAL GRADE. Z SCALE: NOT M SCALE
SECTION VIEW
N.T.S.
COMPACTED STONE ROADBASE 6" TH.
PROFILE VIEW
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ROJECT NAME:
601 East
WG NAME:
Detale
ALE:
NTS
MITIGATION
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6" LOW FLOW CHANNEL 2' WIDE
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SEE PLAN AND PROFILE
CROSS SECTION VIEW FOR CHANNEL ELEVATION
-
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9' -0"
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NOTES:
&b
4'_0" _p" 4,_p. 1. STONE MIX TO CONSIST OF
; ��
THE FOLLOWING SIZES:
FLOW 70% 6 -8" STONE
1' -0°
EL 552 6" THICK ROCK LAYER
; . ,
_ 0.�
' � �
4H 20% 2 -4' STONE
1 V� ^1V 10% GRAVEL
FLOW FLOW
}
6" MA CHANNELJZED......
rr° _ _ = ELEVATION
1 V V EL. 550
EL 550 EL 550
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1' -0" MIN
COMPACTED
SOIL
KEY STONE IN 18"
Q
SECTION "A -A" LOW FLOW CHANNEL
DEEP US FACE AT TOE
N U
Z
J
O
EPEMERAL CHANNEL ROCK GRADE CONTROL (REACH A)
EPEMERAL CHANNEL ROCK WEIR (REACH A)
V
1 SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
END RIFFLEQ
CORE FIBERMATTING
J
B
W < Z
RIFFLE AT CENTER
OF LOGS
r
RIFFLE
co
BANKFULL
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MINIMUM OF EROSION
2 BOULDERS (TYP.)
O
A MATTING
V
RIFFLE STONE MIX INSTALL AT A SLIGHT ANGLE 5-10'
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50% CLASS B RIPRAP (5 -12 ") AVG 8" FROM PERPENDICULAR (TYP)
")
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30% CLASS A (2 -6 AVG 4"
BOULDERS 2/3 BANKFULL HEIGHT
15% GRAVEL
Z
CLASS II RIP RAP 24' MIN
5% SOIL
BOULDER SIZE - CLASS II RIPRAP 12 "x18 "x24" (MAX) RIFFLE
ATE: 5 SEPT 2013
LOG SIZE - 8 -12" DIAMETER, LENTH 15' REACH 2, 20' REACH 3 MATERIAL
SECTION VIEW
_
MAX SPACING OF LOGS 10" MINIMUM LOGS /STRUCTURE A=A
EVISIONS:
_
24' MIN I I
- - —III-
- -
TAIL LENGTH
—
—
MINIMUM LENGTH VARIES 2. 1. CEONNTRACTOR TO UTILIZE
SEE PLANS = TAIL LEN EXISTING RIFFLE STONE IN OLD
�)
ROJ601 NAME.
East
—
III —� � �—
w IFFLE CHANNEL FOR CONSTRUCTION
"
o OF NEW RIFFLES WHERE
PER PLANS ciREAM FLOW POSSIBLE FOR BEST BUG AND
WG NAME:
MIX CLASS 2 -6' STONE AVG. 4' WITH
o
CLASS II RIP RAP 9" - 23" STONE AVG. EXCAVATED TRENCH
z 10H LEAF PACK RECRUITMENT AS
w
SCALE:
NTS
14"
_ WELL AS AESTHETICS.
2. EROSION CONTROL MATTING TO
DESIGN VELOCITY = 4.5 FT /SEC
RIP RAP SHOULD NOT EXCEED
1 THALWEG BE INSTALLED IN EXCAVATED
TRENCH WHERE POSSIBLE.
MITIGATION
PLAN SET
BANKFULL HEIGHT
LOGS WOVEN FILTER HEAD OF RIFFLE
SHEET NO.
INCORPORATED FABRIC B
I NTO RIFFLE PRELIMINARY
PROFILE VIEW B -B NOT FOR CONSTRUCTION
3 ROCK TOE STABILIZATION
STONE AND LOG CONSTRUCTED RIFFLE
D3
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE

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SPECIAL STILLING BASIN
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PUMP ZONE
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PUMP HO DIRECTION OF FILTERED
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WATER FLOW
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DISCHARGE WITH
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NOTE: 1. SPECIAL STILLING BASIN LOCATION TO BE APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION.
DISCHARG
r
2. PROVIDE STABILIZED OUTLET TO DRAIN TOWARDS STREAM.
HOSE DEWATERING
3. THE SILT BAG SHOULD BE REPLACED AND DISPOSED OF WHEN IT IS 75% FULL
SEDIMENT PUMP —FLOW
OR WHEN IT IS IMPRACTICABLE TO MOVE OR OTHERWISE NOT FILTERING WATER
AT A REASONABLE FLOW RATE.
A
4. THE SILT BAG SHOULD BE REMOVED TO AN UPLAND AREA AND DISPOSED OF
PECIAL STILLING BASI DIVERSION PUM
RAW PUMP
�:''•,?1
WITH OTHER WASTE MATERIAL IN AN AREA PROTECTED BY SEDIMENT AND
EROSION CONTROL MEASURES. THE CONTENTS OF THE SILT BAG SHOULD BE
BASE FLOW
DISPOSED OF IN THIS AREA AND THE BAG ITSELF TAKEN OFF -SITE FOR
NOTE: 1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY.
DISPOSAL.
2. ROCK SILT SCREENS REQUIRED FOR PUMP
AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
y'•.
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL
FOR ENERGY DISSIPATION AND 45'
ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT
THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WALL
BE APPROVED BY THE DESIGNER PRIOR TO PUMPING.
Z
J
O
SPECIAL STILLING BASIN WITH ROCK PAD
TCAL PUMP AROUND OPERATION
V
1 SCALE: NOT TO SCALE
OT T O SCALE
CLAY PLUG COMPACTED
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2' -8" 1'_ r
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SLOPE SLOPE
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LONGITUDII�MLM NCHOR TERMINAL SLOPE AND CHANNEL
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Oo_
A A EXISTING CHANNEL
TRENCH ANCHOR TRENCH
V
TO BE FILLED
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PLAN VIEW
r '�i
r ��o�No� r
Z
NTS
r
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EXISTING TOP
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PROPOSED
NEW CHANNEL
o�
F NOTES:
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CHECK SLOT AT 25' 2. ALL MATTING TO BE SECURED WITH WOODEN STAKES
ATE: 5 SEPT 2013
REVISIONS:
CROSSING
INTERVALS (MIN) V ACCORDING TO THE SPECIFICATIONS AT 5' INTERVALS.
ISOME TR IC IEW
2
1
3. FABRIC OVERLAP WHEN 2 ROWS OF MATERIAL ARE USED
SHALL BE PLACED MATH THE UPPER ROW OF MATERIAL
2 FLOW CLAY PLUG DETAIL
CLAY PLUG 1 (FOR STREAM CROSSING OVER AN EXISTING
CHANNEL AT A HIGHER ELEVATION)
r PLACED OVER THE LOWER ROW OF MATERIAL
r 4. TRENCH MATTING AT TOP AND BOTTOM OF MAT AS
8"
PROJECT E
SHOWN IN DETAIL
601 East
EXISTING I NOTE:
' 5. OVERLAP FABRIC IN DIRECTION OF FLOW MATH MATTING
WC NAME:
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CHANNEL BED MIN 1' -0" BELOW USE MINIMUM TOP WIDTH OF 10'
UPSTREAM ON TOP OF DOWNSTREAM MAT.
"„
Detane
EXISTING BED WHERE CHANNEL IS TO THE SIDE OF
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SCALE:
THE CLAY PLUG AS SHOWN ON PLANS.
INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT SPECIFICATIONS.
NTS
MITIGATION
PLAN SET
SECTION VIEW A —A
SHEET N0.
NTS
PRELIMINARY
NOT FOR CONSTRUCTION
CLAY PLUG
3
COIR MATS- CHANNEL INSTALLATION
4
D4
SCALE: NOT TO SCALE

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NOTES:
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100' MIN, 1. GEOTEXTILE FABRIC TO BE ADDEDrn
'o M
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2. PLACE STONE OVER A STABLE
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USE CLASS B STONE FOR STRUCTURAL STONE AND PAY
N
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R THE PLANS.
�..:`.` 25' OR WIDTH OF 3. INSTALL PIPE UNDER PAD IF NEEDED
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tD °a
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NORMAL FLOW DEPTH.
TOP OF BANK
Az
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BASE OF STREAM
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TOP VIEW
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12" MIN.
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\_GEOTEXTIUE
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CONSTRUCTION ENTRANCE
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6'
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TIMBER MAT TO
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RAMP ONTO MATS
BANKS (AS NEEDED)
O Q
MIN. YNRES
L1
MIN. 12 1/2 GA.
co
%MEDIATE
NOTES
Z
1. DEPLOY EROSION CONTROLS AS NEEDED.
D
2. PERFORM ROUTINE INSPECTION TO
GRADE
O
INCLUDE REMOVAL OF LOOSE SOIL
V
TRACKED ONTO BRIDGE BY EQUIPMENT
poom
AND INSPECTION OF STREAMBANKS FOR
STABILITY.
Z
3. MATS SHALL BE POSITIONED TO RETAIN
FRONT
VIEW
O
THE NATURAL STREAM
CHARACTERISTICS.
STONE
Z
4. MATS LAID PERENDICULAR TO THE
50 MIN.
STREAM CAN BE SUBSTITUTED WITH
STEEL POST
PRE - FABRICATED BRIDGE STRUCTURES AS
WOVEN WIRE FABRIC
ATE: 5 SEPT 2013
SPAN LENGTHS DICTATE OR AT THE
APPROVAL OF THE DESIGNER.
(50 MIN.)
� SILT FENCE FABRIC
REVISIONS:
AS REQUIRED)
DOTES:
TIMBER MAT LENGTH
ELAI
- USE SILT FENCE ONLY WHEN DRAINAGE AREA
AS REQUIRED
DOES NOT EXCEED 1/4 ACRE AND NEVER IN o
FILL SLOPE
CLASS A STONE FOR
AREAS OF CONCENTRATED FLOW I C4
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ROJECT NAME
601 East
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FOR REPAIR OF SILT FENCE
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SCALE:
NITS
+
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4' WADE MAT BRIDGE
GRAVEL RAMP
a
ANCHOR SKIRT AS
MITIGATION
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DIRECTED BY ENGINEER
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SHEET NO.
SIDE
VIEW PRELIMINARY
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BRIDGE MAT DETAIL
3 Is
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STANDARD TEMPORARY SILT FENCE
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SHEET NO.
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FULL SIZE PLAN - HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 2' HALF SIZE PLAN - HORIZONTAL SCALE - 1"=40' VERTICAL SCALE - 1"=4'
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533
532
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PP2
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REVISIONS:
533
532
531
PROJECT NAME:
601 East
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SCALE:
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MITIGATION
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PP2
FULL SIZE PLAN - HORIZONTAL SCALE - 1" = 20' VERTICAL SCALE - 1" = 2' HALF SIZE PLAN -HORIZONTAL SCALE - 1" = 40' VERTICAL SCALE - 1" = 4'

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VERTICAL SCALE - 1" = 2'
HALF SIZE PLAN - HORIZONTAL SCALE - 1" = 40' VERTICAL SCALE - 1" = 4'

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56 +75
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488
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ZONE 2 ZONE 3 ZONE 1 ZONE 1 ZONE 2
PLAN VIEW
PLANTING ZONE PR ❑FILE SCHEMATIC
NOT TO SCALE
Wetland Planting Zones - Permanent Seed Nix
Recommended application rate: 201bs. per acre
Species
Common Name
Percent
Agrostis stolonifera
Creeping bentgrass
35
Carex wlpinoidea
Fox sedge
25
Elymus Urginicus
Virginia wild rye
25
Juncus effusus
Soft Rush
5
Rudbeckia hirta
Black -eyed susan
5
Verbena hastata
Blue vervain
5
Creeping bentgrass
Total:
100
I
0.37 Total Acres
20 Ibs.lacre
8 rota/ lbs.
Stream Buffer and Stream Banks Planting Zones- Permanent Seed Nix
Recommended application rate: 20 Ibs. per acre
are Roots
2one1(Streambank)
2one2(Stream Buffer)
Scientific Name
Common Name
Percent
J
350
Elymus Nrginicus
Virginia wild rye
20
350
(4
Panicum Urgatum
Switchgrass
20
350
=
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Agrostis stolonifera
Creeping bentgrass
15
400
°
R iver bi rch(Betu l a ni gra)
Coreopsis lanceolata
Coreopsis
10
.-4 "
Am eri can persi mm on (Di o spyros v i rg n i ana)
nz
Panicum clandestinum
Deer tongue
10
TagAl der (Al n us serrul ata)
Z
100
Andropogon gerardii
Big bluestem
5
500
250
Juncus effusus
Soft rush
5
500
250
Polygonum pensylvanicum
Penn. Smartweed
5
250
IEVISIONS-
Green Ash (Fraxi n us pen nsyly ani ca)
Schizachynum scoparium
Little bluestem
5
Black VAIIow (S alix nigra)
Sorghastrum nutans
Indian grass
5
Sy camore(PI atanu s omid er¢al i5l
iWG NAME -
250
50
100
NTS
250
10.37 Total Acres
20 Ibs.lacre
208 Total lbs.
Buttonb ush (Ce phalamhus oca d erital i s)
PLAN SET
:HEET NO.
100
Elderberry (Sambucus can ode nsi 51
100
Bare Rom Tmal =
0
3900
2750
300
Live Stakes
GENERAL NOTES:
1. TEMPORARY PLANTING WILL OCCUR IMMEDIATELY AFTER CONSTRUCTION TO
STABILIZE AREAS OF BARE SOIL. PERMANENT PLANTING AND SEEDINGS SHALL
BEGIN N SEASON OPTIMALY BETWEEN NOVEMBER 15 AND APRIL 15.
2. PRIOR TO PERMANENT PLANTINGS AND SEEDINGS, THE SITE SOILS SHALL BE
PREPARED FOR PLANTING. WHERE NEEDED THE SOILS SHOULD BE PLOWED
OR RIPPED TO IMPROVE COMPACTED SOILS AND ELIMINATE CHANNELIZED
FLOW FROM NON - TARGET AREAS. IF NECESSARY SOILS SHALL BE AMENDED
WITH STORED SITE TOPSOIL TO FACILITATE VIGOROUS PLANT GROWTH.
EXOTIC AND INVASIVE PLANTS SHALL BE TREATED AND REMOVED.
3. SUMMARY OF PLANT QUANTITIES CHART SIZE REFERS TO THE SIZE OF THE
PLANTS AT INSTALLATION.
4. THE SPACING OF THE PLANTS SHALL BE 3' ON CENTER FOR SMALL PLANTS,
WETLAND FORBES, AND ON STREAM BANKZONES FOR TREES AND SHRUBS.
SPACING SHALL BE 10 FEET ALONG ROWS WITH 10 FOOT ROW SPACING. FOR
TREES AND SHRUBS PLANTING DENSITY IS TO BE 640 PLANTS /ACRE.
5. PLANTS WILL BE KEPT SHADED AND WELL WATERED TO MAINTAIN HEALTHY,
VIGOROUS CONDITION PRIOR TO PLANTING.
6. PRERMANENT SEED MIX REQUIRES ADVANCE PRE -ORDER AND SHIPMENT.
7. ALL PLANT MATERIAL SHALL CONFORM TO OR EXCEED THE AMERICAN
STANDARD FOR NURSERY STOCK (LATEST EDITION) AS PUBLISHED BYTHE
AMERICAN ASSOCIATION OF NURSERYMEN.
8. THE SITE SHALL BE PLANTED BYTHE ZONES DEPICTED IN THE PLANTING PLAN
SHEETS WITH SPECIES LISTED IN THE PLANTING TABLES.
9. PLANTING ZONE DESCRIPTIONS:
ZONE 1 -ST REAM BANK
THE STREAM BANK ZONE INCLUDED THE STREAM CHANNEL
FROM BASE FLOW TO THE BANKFULL ELEVATION.
ZONE 2&3- STREAM BUFFER
THE STREAM BUFFER INCLUDES THE AREA FROM THE
BANKFULL ELEVATION TO THE CONSERVATION EASEMENT
LIMIT.
ZONE 4 - WETLAND
THE WETLAND ZONES INCLUDE POCKETS OF ENHANCED
EXISTING WETLAND AREAS WITHIN ZONE 2.
ZONE 5- TEMPORARY ACCESS AREA TO BE STABILIZED WITH
TEMPORARY SEED ONLY WITHIN CROP PRODUCTION AREAS.
Plain Table
are Roots
2one1(Streambank)
2one2(Stream Buffer)
2one3(Strem Buffer)
2one4(Wetlands)
BI ack gum (Ny ssa syly ad ca)
J
350
O
Red Oak ( 4uercus rub ra)
350
(4
U
White oak [4uercus al ba]
350
=
°z
Tulippo pl ar(Li ri o dend ron tuI i pifera)
a
500
400
°
R iver bi rch(Betu l a ni gra)
z
300
400
.-4 "
Am eri can persi mm on (Di o spyros v i rg n i ana)
nz
100
100
H
TagAl der (Al n us serrul ata)
Z
100
100
50
VA l l ow o ak(4u ercus phe l l os)
500
250
Z
Chestnut oak(4uercus mi chaux i i)
E3
500
250
I rorn o od(C arpi n us carol i n i an a)
350
250
IEVISIONS-
Green Ash (Fraxi n us pen nsyly ani ca)
250
Black VAIIow (S alix nigra)
'ROJECT NAME -
250
601 East
Sy camore(PI atanu s omid er¢al i5l
iWG NAME -
250
50
Hack berry (Celti s I aea i gata)
NTS
250
MITIGATI
Buttonb ush (Ce phalamhus oca d erital i s)
PLAN SET
:HEET NO.
100
Elderberry (Sambucus can ode nsi 51
100
Bare Rom Tmal =
0
3900
2750
300
Live Stakes
B I ack VA I I ow (S al ix ni gra)
3.000
Cottonwood
900
S i l ky d ogwood(Cornu s am omum)
1000
S i l ky wi 1 1 ow (S al i x Seri cea)
600
Live Stake Total=
1 3500
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iATE- AUG 9 2013
IEVISIONS-
'ROJECT NAME -
601 East
iWG NAME -
Planting Notes
CALEB
NTS
MITIGATI
❑N
PLAN SET
:HEET NO.
VPi

GENERAL
The vegetation plan forth e Newtown Project was developed using a 3 Zone Installation:
planting scheme. The planting zones are as follows:
Zone 1- Streambank (1.87 Acres)
Zone 2- Stream Buffer (11.99 Acres PiedmontAluvial Forest)
Zone 3- Wetland Restoration (3.38 Acres Piedmont Alluvial Forest)
The planting plan zones are shown on the construction plans planting plan
sheets. Substitutions of specified plant materials may be made with the
approval of the owner and the Designer and shall be compatible with the
specified planting scheme. The various species of bare root plants and live
stakes specified on the plans is to be at spacing called for on the plans in
the appropriate zone.
The planting stock should be grown by restoration nurseries within the
same physiographic region (Piedmont) and within 200 miles of the project
site. The seed sources for the plant material should be obtained from the
Piedmont, and genetically improved seedlings should be used when
available. Plant stock or seed mixes may be obtained from nurseries
beyond the 200 -mile limit with approval of the Designer. Only the highest
quality plant material should be planted. The seedlings should have well -
developed fibrous root systems and healthy buds. Seedling should be
packaged and stored prior to planting to protect against damage or
extreme temperatures.
Installation should occur during the dormant season, i.e., late fall or winter,
if the ground is not frozen, to early spring before growth begins. No
planting shall be done when the temperature is below 32 degree F, the
soil is frozen, when the sides or bottom of the plant hole are frozen, or
when the soil to be used for backfilling is frozen or too wet.
The contractor installing the vegetation on the project site shall have the
following qualification /certifications: Certified Landscape Technician, or
Certified Plant Professional, or Registered Forester, or Registered
Landscape Contractor, or Certified Nurserymen, or otherwise approved by
the owner.
The Contractor is to limit sub -grade and finish grade preparation to areas
that will be planted immediately. Preparation areas are to be moistened
prior to seeding when soil is dry but care shall be taken not to create
muddy conditions. The seedbed shall be non compacted loose soil.
Prepared areas are to be restored if eroded or disturbed after fine grading
and before planting. Soil amendments should follow the fertilizer and
liming description in the amendmenttable included on the planting plan.
Seed is to be sown with a spreader of a seeding machine. Seed is notto be
broadcast or dropped when wind velocity exceeds 5 mph. Seed is to be
evenly distributed bysowing in two directions at right angles to each other.
Wet seed or seed that is moldy or otherwise damaged in transitor storage
is not to be used. After being sown, the seed is to be raked into the top 1/8
inch of the topsoil, lightly rolled, and watered with fine spray. Seeded
areas on stream banks shall be protected with coir fiber matting as shown
on the plans. Other seeded areas are to be protected by spreading straw
mulch uniformly to form a continuous blanket over the seeded areas (75%
coverage - 2 tons /acre). Straw mulch is to be spread by hand, blower or
other suitable equipment. Alternative seeding methods must be pre -
approved by the Designer prior to installation.
LIVE STAKES
General:
Stages required by the Contractor to complete for successful
implementation ofthe planting plan include soil bed preparation, initial
planting, plant establishment, and replacement planting. The Contractor
shall perform the operations provided for in these specifications in a
careful, workmanlike manner that will promote the continued life and
healthy growth of all plants in their location. Live stakes shall be handled in
accordance with the Pocket guide to Seedling Care and Planting Standards,
5th Edition, July 2003 or most recent edition or similar guide with designer
approval.
Materials
PERMANENT SEEDING
Live stakes are to be planted in the appropriate zone as indicated on the
Survival of Plantings
planting plans. The Plant Quantity Summary Table on the planting plan
The Contractor shall be responsible for maintaining a survival rate of 80%
lists the species, minimum stem caliper, plant height /length, and spacing
on all permanent plantings for the duration of twelve months following the guidelines. A minimum stake caliper is 0.5 inches to 2 inch diameter with a
Date of Project Acceptance by the owner. The Date of Project Acceptance is length of 2 to 3 feet, appropriate for driving into the ground. Seethe
defined by the Project Acceptance Letter issued by the State Construction
standards described in The Pocket Guide to Seedling Care and Planting, July
Office. The 80% survival rate shall apply additionally to each species
2003.
planted. The contractor shall incurthe cost of replacing any permanent
plants, the Contractor shall exercise utmost care and use adequate
plantingsthat do not survive through the one -year warranty period. One
Live stakes are to be dormant (cutfall or winter) and gathered locally or
year after project acceptance, an on -site inspection will be conducted and
purchased form a commercial supplier. Stakes must be freshly cut with side
the Contractor will be directed accordingly on replacement of any
branches removed, but with bark intact (ensure that the bark is not
mortality.
stripped during the cutting, preparation or installation of the stake).
shown in the tables on Planting Plan VP1 shall be used for seeding. Ideally,
Cuttings are to be collected using a saw or sharpened clippers (not an axe).
PERMANENT SEEDING
Materials:
The tables on VP1 list herbaceous, permanent seed mixtures. The
contractor shall provide detailed information including but not limited to
germination rates, noxious weed seeds and date and location of harvest on
seed mix. The designer must approve the seed mix prior to application.
gullies and promote a natural effect in the re- vegetated area.
BARE ROOT PLANTS
General:
The work of planting includes planting bed preparation, initial planting,
plant establishment, and replacement planting. The Contractor shall
perform the operations provided for in these specifications in a careful,
workmanlike mannerthat will promote the continued life and healthy
growth of all plants in their location. Seedlings shall be handled in
accordance with the Pocket guide to Seedling Care and Planting Standards,
5th Edition, July 2003.
Materials:
Bare root plants are to be planted in the appropriate zone as indicated on
the planting plans. The Summary of Plant Quantity table on the planting
plan lists the species, plant size, spacing guidelines and placement of bare
rootvegetation. An assortment of bare root plants are required as
indicated in this table on the plans
Installation:
In digging, loading, transporting, unloading, planting or otherwise handling
plants, the contractor shall exercise utmost care and use adequate
precautions to prevent injury to or drying out of the trunk, branches, or
roots: and to prevent freezing of the plant roots. Immediately following
delivery to the project, all plants with bare roots, if not promptly planted,
shall be heeled -in in constantly moist soil or sawdust in an acceptable
manner correspond ing to generally accepted horticultural practices.
While plant with bare roots are being transported to and from heeling -in
beds, or are being distributed in planting beds, or are awaiting planting
after distribution, the Contractor shall protectthe plantsfrom drying out by
means of wet canvas, burlap or straw or by other means acceptable to the
Designer and appropriate to weather conditions and the length of time the
roots will remain out of the ground.
Installation of bare root vegetation shall be located in designated areas
along the stream bank above and below bankfull elevation as described in
the plans or a directed by the Designer and in the wetland areas. Soil in the
permit roots to spread out and down without J- rooting. After planting, the
soil shall be tamped around the shrub or tree firmly to eliminate air
packets. Straw mulch shall be placed around the base of each plant at least
4 -6 inches thick. Straw bails may be torn into segments and placed around
the base of each plant.
SHRUB AND TREE TRANSPLANTS
General:
Existing site vegetation may be used to augment plantings. Transplants may
only be taken from disturbed areas.
Materials:
Vegetation to be transplanted will be identified by the Contractor and
approved by the Designer. Shrub and trees less than 3 inches in diameter
shall be salvaged onsite in areas designated for construction access and
disturbed areas.
Installation:
Transplanted vegetation shall be carefully excavated with root balls with
intact and surrounding soils. Care shall be taken to prevent damage to
limbs or bark. Vegetation shall be transplanted immediately, if possible.
Otherwise the vegetation shall be transported to designated stockpile areas
and heeled into moist soil or sawdust in an acceptable manner appropriate
to weather or seasonal conditions.
Installation of the transplant shall be located in areas approved by the
designer. Compacted soils in the transplant area shall be loosened to a
depth of at least 1 foot. Transplants shall be replanted to the same depth as
they were originally growing. The planting trench or hole shall be deep and
wide enough to permit the roots to spread out and down. The plant stem
shall remain upright. Soil shall be replaced around the transplanted
vegetation and tamped around the shrub or tree firmlyto eliminate air
pockets, and watered in.
Transplant spacing should be at least 10 ft. x 10 ft. for canopy and 5 ft. x 5
ft. for understory plants.
TOPSOIL
General:
Topsoil will be preserved and spread where necessary to provide a suitable
growth medium for vegetation growth. Topsoil will be used throughout the
site to reduce the amount of fertilizers and soil amendments needed for
vegetation growth.
Spreading:
Uniformly distribute topsoil to a minimum compacted depth of 2 inches on
3:1 slopes and 4 inches on flatter slopes. Do not spread topsoil while it is
frozen or muddy, or when the sub -grade is wet or frozen. Compact the
topsoil enough to ensure good contact with the underlying soil, but avoid
excessive compaction. The volume of topsoil required for application to
various depths is included in the chart below.
Volume of Topsoil Required For
Application to Various Depths
One end of the live stake must be cut at an angle for insertion into the soil
General:
and the other end must be cut square for tamping. Cutting must be kept
Permanent seeding will be required in all planting zones specified on the
fresh and moist prior to installation.
plans and prior to demobilization from the site on all remaining disturbed
2
areas. Contractor shall install temporary cover suitable for that season in
Installation
conjunction with the permanent seed in all areas as shown on the planting
In digging, loading, transporting, unloading, planting or otherwise handling
plan to receive permanent seeding as construction and stabilization
plants, the Contractor shall exercise utmost care and use adequate
progresses. Temporary seed mixture and schedule is shown on the Erosion
precautions to prevent injury to or drying out of the plant. The live stakes
Control Key & Site Access plan sheet EROS 1. Areas fertilized for temporary
shall be installed the same day they are prepared. The installation should
seeding shall be sufficiently fertilized for permanent seeding; additional
start nearest to the stream and work up the bank /floodplain. Cutting must
fertilizer is not required for permanent seeding. Seed mixes at the rates
a installed right side up with the buds pointing upward. Cuttings should be
shown in the tables on Planting Plan VP1 shall be used for seeding. Ideally,
tamped into the ground at right angles to the slope and angled
permanent seeding shall occur during the growing season for all listed seed
downstream. They are to be tamped into the ground for approximately 4/5
species. Soil amendments are shown on VP1.
of their length. Cuttings that split or become "mushroomed" must be
replaced. Stakes should be installed in a random configuration to prevent
Materials:
The tables on VP1 list herbaceous, permanent seed mixtures. The
contractor shall provide detailed information including but not limited to
germination rates, noxious weed seeds and date and location of harvest on
seed mix. The designer must approve the seed mix prior to application.
gullies and promote a natural effect in the re- vegetated area.
BARE ROOT PLANTS
General:
The work of planting includes planting bed preparation, initial planting,
plant establishment, and replacement planting. The Contractor shall
perform the operations provided for in these specifications in a careful,
workmanlike mannerthat will promote the continued life and healthy
growth of all plants in their location. Seedlings shall be handled in
accordance with the Pocket guide to Seedling Care and Planting Standards,
5th Edition, July 2003.
Materials:
Bare root plants are to be planted in the appropriate zone as indicated on
the planting plans. The Summary of Plant Quantity table on the planting
plan lists the species, plant size, spacing guidelines and placement of bare
rootvegetation. An assortment of bare root plants are required as
indicated in this table on the plans
Installation:
In digging, loading, transporting, unloading, planting or otherwise handling
plants, the contractor shall exercise utmost care and use adequate
precautions to prevent injury to or drying out of the trunk, branches, or
roots: and to prevent freezing of the plant roots. Immediately following
delivery to the project, all plants with bare roots, if not promptly planted,
shall be heeled -in in constantly moist soil or sawdust in an acceptable
manner correspond ing to generally accepted horticultural practices.
While plant with bare roots are being transported to and from heeling -in
beds, or are being distributed in planting beds, or are awaiting planting
after distribution, the Contractor shall protectthe plantsfrom drying out by
means of wet canvas, burlap or straw or by other means acceptable to the
Designer and appropriate to weather conditions and the length of time the
roots will remain out of the ground.
Installation of bare root vegetation shall be located in designated areas
along the stream bank above and below bankfull elevation as described in
the plans or a directed by the Designer and in the wetland areas. Soil in the
permit roots to spread out and down without J- rooting. After planting, the
soil shall be tamped around the shrub or tree firmly to eliminate air
packets. Straw mulch shall be placed around the base of each plant at least
4 -6 inches thick. Straw bails may be torn into segments and placed around
the base of each plant.
SHRUB AND TREE TRANSPLANTS
General:
Existing site vegetation may be used to augment plantings. Transplants may
only be taken from disturbed areas.
Materials:
Vegetation to be transplanted will be identified by the Contractor and
approved by the Designer. Shrub and trees less than 3 inches in diameter
shall be salvaged onsite in areas designated for construction access and
disturbed areas.
Installation:
Transplanted vegetation shall be carefully excavated with root balls with
intact and surrounding soils. Care shall be taken to prevent damage to
limbs or bark. Vegetation shall be transplanted immediately, if possible.
Otherwise the vegetation shall be transported to designated stockpile areas
and heeled into moist soil or sawdust in an acceptable manner appropriate
to weather or seasonal conditions.
Installation of the transplant shall be located in areas approved by the
designer. Compacted soils in the transplant area shall be loosened to a
depth of at least 1 foot. Transplants shall be replanted to the same depth as
they were originally growing. The planting trench or hole shall be deep and
wide enough to permit the roots to spread out and down. The plant stem
shall remain upright. Soil shall be replaced around the transplanted
vegetation and tamped around the shrub or tree firmlyto eliminate air
pockets, and watered in.
Transplant spacing should be at least 10 ft. x 10 ft. for canopy and 5 ft. x 5
ft. for understory plants.
TOPSOIL
General:
Topsoil will be preserved and spread where necessary to provide a suitable
growth medium for vegetation growth. Topsoil will be used throughout the
site to reduce the amount of fertilizers and soil amendments needed for
vegetation growth.
Spreading:
Uniformly distribute topsoil to a minimum compacted depth of 2 inches on
3:1 slopes and 4 inches on flatter slopes. Do not spread topsoil while it is
frozen or muddy, or when the sub -grade is wet or frozen. Compact the
topsoil enough to ensure good contact with the underlying soil, but avoid
excessive compaction. The volume of topsoil required for application to
various depths is included in the chart below.
Volume of Topsoil Required For
Application to Various Depths
L)epth
inches
Cubic
Yards Per
1000 Sq.
Feet
Cubic
Yards Per
Acre
1
3.1
134
2
6.2
269
3
9.3
1 403
4
12.4
538
5
15.4
672
6
18.5
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ATE- AUG 9 2013
ROJECT NAME'
601 East
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Planting Notes
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6. Repent layers of plants and sawdust
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R00T PRUNING I
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REFORESTATION DETAIL
LIVE STAKE DETAIL
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1 SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
TREE PROTECTION DURING CONSTRUCTION
CROWN OF TREE IS NEEDED FOR LEAF
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1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE
SHALL BE ALLOWED TO PARK UNDER TREES. NO HEAVY
GROWTH TO PRODUCE OXYGEN, FILTER
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SHALL BE STORED BENEATH TREES
THE NOISE
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MATERIALS
RESULTS OF COMPACTION CAUSE WATER AND AIR NOT
AND PIROVIDDEE BEAUTIFUL APFPARANCE.
DO NOT DISFIGURE CROWN WITH
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INSENSITIVE PRUNING.
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FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF
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WOVEN COIR FIBER MAT
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED
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ESTABLISHED PLANT SHOWN
NEAR THE BASE OF THE TRUNK. THESE ARE ESSENTIAL
IN SUPPORTING THE TREE AND HOLDING IT UPRIGHT IN
HIGH WANDS. REMOVAL OF THE ROOTS ALONG ONE SIDE
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FOR INFORMATION ONLY
IS OFTEN DONE BECAUSE OF A WALK, PAVING OR
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3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE
CROWN DURING EXCAVATION.
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PLANTING TO TOP
30" LIVE CUTTING (DORM AN
I., _ OF RIP RAP (TYP)
ATE: 9 AUG 2013
EXISTING GROUND
REVISIONS:
NOTE;
FEEDER ROOTS
INSTALL LONG STRAW
FEEDER ROOTS ARE LOCATE
ROJECT NAME:
MULCH BENEATH MAT.
AT 'DRIPLINE' OF TREE
601 East
AND PROVIDE TREE WITH
WG NAME:
MOISTURE AND NUTRIENTS.
STRUCTURAL ROOTS
Planting Details
SEE NOTE 1 AND 4.
STRUCTURAL ROOTS LOCATE
SCALE:
SON
NEAR BASE OF TRUNK ARE
NTS
NEEDED TO FIVE SUPPORT TO
MITIGATION
ENTIRE TREE. IF REMOVED,
TREE CAN FALL AND DAMAGE
PLAN SET
SHEET NO.
PROPERTY
SEE NOTE 2 AND NOTE 4.
3
METHOD OF TREE PROTECTION DURING CONSTRUCTION
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601 East
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601 East
DWG NAME:
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5 SEPT 2013
IEVISIONS:
601 East
DWG NAME:
Planting Plan
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