20070911 Ver 1_Year 5 Monitoring Report_20130412

DWY (C��Cx
601 West Stream Restoration Project
Annual Monitoring Report C
Monitoring Year: 2012
i!AR .t 2:813 Monitoring Year: 5
NC ECOSYSTEM As -built Date: 2008
I MHMOEMENT PROGRAM NCEEP Project Number: D 06054 -E
Submitted to:
NCDENR- Ecosystem Enhancement Program
1619 Mail Service Center
Raleigh, NC 27699 -1619
.mss
r'
4i
Prepared for:
Environmental Banc and Exchan4trir105
909 Capability Drive Suite 3100 "
Raleigh, NC 27606
Ecosystem NCDENR
NHOC;knrn
Prepared by:
North Carolina State University
Department of Biological and Agricultural Engineering BiQ5
3100 Faucette Drive / Campus Box 7625
Raleigh, NC 27695 -7625 E N G I N E E R I N G

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table of Contents
Table of Contents . . ........
1
10 Executive Summary
2
2 0 Introduction .......
3
2 1 Project Description
. .. ......... 3
2 2 Project Objectives
4
2 3 Project History
.. . .... 5
3 0 Project Condition and Monitoring Results
6
3 1 Vegetation Assessment
6
3 1 1 Vegetation Success Criteria
6
3 12 Description of Vegetation Monitoring
6
3 1.3 Results of Vegetation Monitoring .... ..... ..........
... 7
3 2 Stream Assessment
9
3 2 1 Stream Success Criteria..
9
3 2 2 Stream Morphology Monitoring Plan ........
9
3 2 3 Stream Morphology Monitoring Results
10
3 2 4 Problem Areas
...12
3 3 Rainfall Data
.. .................. 13
4 0 Conclusions
13
Appendix A — As Built Survey
15
Appendix B — MY4 Survey
16
Appendix C — Profile, Cross Sections, and Pebble Counts
17
Appendix D — Site Photos.
.43
Appendix E — Vegetation Data ......... .... ..
66
Appendix F — Rainfall Data ...
70
Appendix G — Morphology Table
73
EEP Project #D 06054 -E 1

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
1.0 Executive Summary
This Annual Monitoring Report documents the results of monitoring activities during the 2012
growing season on the 601 West Stream Restoration Project. Construction of the site, including
planting of trees, was completed in March 2008 The 2012 data documents results from the
fourth year of geomorphic and vegetation monitoring at the site
The design for the 601 West Stream Restoration Project consisted of stream restoration After
construction, it was determined that the project generated 4,532 feet of stream restoration The
As -Built Survey is included as Appendix B
This Annual Monitoring Report presents data from five vegetation monitoring plots, one crest
gauge, one rain gauge, six cross sections, approximately 3,580 linear feet of profile survey and
photographic reference locations, as specified in the approved Restoration Plan for the site
A manual rain gauge was used in conjunction with the onsite automatic rain gauge to validate
precipitation data The total rainfall amount for the monitoring year was 39 9 inches This is a
normal rainfall amount for this monitoring period Three possible bankfull events were recorded
during the monitoring year but due to the debris blockage backwaters they cannot be assured.
The vegetation monitoring documented surviving planted stem densities between 161 and 445
stems per acre with an average of 308 stems per acre This represents a survival rate of
approximately 48% based on a baseline density of 634 stems per acre Supplemental planting
with five year old stems will be completed before the start of the 2012 -2013 growing season in
the areas around the plot that had a stem density of only 161 (W2) The final vegetative success
criteria of an average survival across the entire reach of 260 five - year -old planted stems per acre
at the end of five years of monitoring was met
The restored stream channel has remained basically stable and is providing the intended habitat
and hydrologic functions All monitored cross sections and the longitudinal profile for 2012
document only minor adjustment in stream dimension Beaver dams, in- stream vegetation and
woody debris continue to cause backwater and deposition The failed structure from MY4 was
repaired The failed log sill identified in MY4 is still in need of stabilization Several problem
areas are cutoff channels being created on the flood plain in areas with poor vegetation
The bed material in some riffles has remained fine primarily due to the large number of woody
debris blockages that exist When sediment is able to move through the reach, riffles should
begin to move to a coarser distribution
EEP Project #D 06054 -E 2

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
2.0 Introduction
2.1 Project Description
The 601 West site is located approximately 13 miles south of Monroe in Union County (see
Figure 1). The property is located directly off Pageland Highway/US Hwy 601 South just south
of Ervin Thomas Road, SR 2112.
MAPQYEST.
0��
y�
L
Chesteo-field "—
® 2008 MapQuest Inc.
-�OJ
Figure 1 — 601 West Location Map
0�400m
481117 ft
�)2
sai Byp
fir.
Map %e 02008NAYTEQ or AND
The project is a restoration of approximately 4,500 linear feet of unnamed tributary to Lanes
Creek in the Yadkin Pee -Dee River Basin. The project is made up of an upper and lower section
of UT, referred to as Reach 1 and Reach 2, respectively for monitoring. Reach 1 and Reach 2
stationing is summarized in Table 1. The 601 West site has a drainage area of 0.41 mil. The
dominant historic land use was originally timber production followed by intensive agricultural
EEP Project #D 06054 -E 3

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
production of crops including corn, soybeans, and winter wheat The channel was straightened
and channelized for agricultural purposes This led to an incised condition with little to no
floodplain access
Table 1 — 601 West Monitoring Reaches
,Reach Name
As =Built Length ft
M_ oAit4fii AStations -
`Restoration-'k raach_n x
UT/Reach l/Reach 2
4,532
100 +98 — 117 +50
Restoration (Priority I)
130 +50 —145+02
Total
4,532
3,104
2.2 Project Objectives
The 601 West site was identified by EBX to support the NC EEP full delivery mitigation
process The objective of the project was to produce a minimum of 4,500 stream mitigation units
(SMU) to NC EEP through the full delivery process in the Yadkin Pee -Dee River 03040105
hydrologic unit
Due to the incised condition of the channel and lack of access to the floodplain, the existing
channel was abandoned and a Priority I Natural Channel Design approach was selected for the
majority of the project Given the valley type VIII drainage, a C4 channel was chosen as the
design channel The design channel relies heavily on structures for grade control and bank
protection.
Monitoring of the 601 West site is required to demonstrate successful mitigation based on
success criteria specified in the Restoration Plan Stream and vegetation monitoring are
conducted on an annual basis This Annual Monitoring Report documents the results of the
monitoring for 2011 (Year 4)
The as -built data documented 4,532 linear feet of stream restoration The stream restoration will
provide multiple ecological and water quality benefits within the Yadkin Pee -Dee River Basin
Those benefits are as follows
Hydrology
• Re- establishing floodplain connection by raising bed elevations
• Increase flood storage by re- establishing floodplain
EEP Project #D 06054 -E 4

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Water Quality
Reducing turbidity by reducing sediment inputs
Reducing water temperatures by providing shading
Increasing/ stabilizing oxygen levels by reducing BOD /COD and increasing re-
oxygenating turbulence
Habitat
• Improve bed habitat by increasing riffle -pool diversity, reducing sediment deposition, and
improving low flow water depths
• Improve bank habitat by increasing stability and woody biomass
• Improve floodplain habitat by establishing micro - topography and hydrology, removing
invasive vegetation, and increasing habitat diversity
• Improve food web dynamics by adding biomass (such as detritus, wood debris, and leaf
matter) and re- establishing floodplain connection
2.3 Project History
This project was identified by EBX in the winter of 2006
Table 2 — 601 West Site History
*6ji _ Activity and Reporting History
Activity or Report
Data Collection
Complete
Actual Completion
or Delivery
Restoration Plan
February 2007
April 2007
Final Design - 90%
N/A
July 2007
Construction
N/A
February 2008
Temporary S &E mix applied to entire project area
N/A
February 2008
Permanent seed mix applied to reach
N/A
February 2008
Bare roots and live stakes
N/A
March 2008
Mitigation Plan / As -built (Monitoring Baseline)
March 2008
June 2008
Year 1 Monitoring
March 2009
March 2009
Year 2 Monitoring
October 2009
December 2009
Year 3 Monitoring
September 2010
December 2010
Year 4 Monitoring
September 2011
November 2011
Year 5 Monitoring
September 2012
December 2012
EEP Project #D 06054 -E

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
3.0 Project Condition and Monitoring Results
3.1 Vegetation Assessment
3.1.1 Vegetation Success Criteria
Successful establishment of vegetation in riparian areas will be the survival of 260 planted stems
following Year 5 monitoring The interim vegetative success criteria will be the survival of at
least 320 planted stems per acre at the end of Year 3 monitoring Up to 20% of the site species
composition may be comprised of volunteers Remedial action may be required should
volunteers present a problem or exceed 20% composition
A digital image photo log will be used to subjectively evaluate the restoration site over time A
series of images over the five year monitoring period should demonstrate maturation of planted
vegetation and volunteer species
3.1.2 Description of Vegetation Monitoring
Five semi- permanent vegetation plots were established within the planted restoration areas to
monitor the success of planted vegetation The vegetation plots are 0 01 hectares in size. The
vegetation plots are distributed across the site, but the precise location and orientation of the
plots was random (see location on as -built drawings ) The plots cover approximately two
percent of the site Seven species were planted on site (see Table 3)
Table 3 — 601 West Planted Species
x -
Common Name '� �f� �r� p_ Scientific Nad►e- � - =-
_ Abbreviations
Paw Paw
Asimina tnloba
AT
River Birch
Betula nigra
BN
Shag Bark Hi cko
Carya ovate
CO
Green Ash
Fraxmus pennsylvanica
FP
Swamp Chestnut Oak
Quercus michauxii
QM
Water Oak
Quercus nigra
QN
Willow Oak
Quercus phellos
QP
Oak (other sp )
Quercus
Q
Each of the planted stems inside the plots was flagged to help in locating them in the future
The taxonomic standard for vegetation used in this report was based on "Manual of the Vascular
of the Carolinas ", by Albert E Radford et al The vegetation monitoring protocol used for
collecting vegetation data was established for this project in 2000 by the Wetland Restoration
Program (WRP) and Karen Hall of NCSU
EEP Project #D 06054 -E 6

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
3.1.3 Results of Vegetation Monitoring
All of the surviving 601 West plot plantings are in excellent vigor with few exceptions The
stream had a slight flow of water with all the pools full of water Fish were observed in some
pools Overall, the site is beginning to appear more wooded, but the growth of Black berry
(Rubus sp ) is so dense in many areas that a bush axe was needed to access the trees No
disturbance to the site was noted and supplemental plantings appear to be doing fine Three trees
were lost from the spring monitoring.
Original planting density, based on the five 0 01 hectare plots, (100 square meters) was 634
stems per acre The current density is currently 308 stems per acre which represents a survival
rate of approximately 48% The planted stems in the monitoring plots ranged from 161 to 445
stems per acre Supplemental planting with four year old stock occurred February 2012 in the
area around plot W4 Supplemental planting with five year old stock is planned for winter 2012-
2013 in the area around plot W1 This is the plot with a 5 year survival of 161 stems The final
success criterion of an average of 260 stems per acre after five years has been met.
Table 4 - Baseline Stem Counts
� �..
-���w=
- °- - _PLi4NTED= SPECIES ` '
-��
PLIINTEDSPECIES=
�� �` -''a
�'QN-
�'PLANTiED'r x
PLOT--- _
- -AT
BN
CO
° "'_`FP' a
QM, " �
Q °
QP-'
W1
W1
3
6
1
2
1
W2
13
W2
3
1
2
4
3
3
15
W3
1
1
2
5
1
4
3
W4
16
W4
2
2
5
2
4
6
2
17
W5
1
4
4
1
4
1
2
TOTALS
17
TOTALS
6
16
7
11
11
13
9
5
78
Percent's
77%
205%
1 9%
141 %
141%
167%
115%
64%
100%
Table 5 — W5 (20121 Surviving Stem Counts (% of baseline total)
y
- °- - _PLi4NTED= SPECIES ` '
-��
L' IVE�
PLOT
---AT
BN
CO
FP'
_ gQIVI '
ON
;QPry
Q °
'STEMS` -
W1
5
1
1
7
W2
2
1
1
4
W3
1
1
5
1
2
10
W4
1
4
2
6
W5
4
1
1
3
2
11
TOTALS
0
12
3
11
4
3
5
0
38
Percent
0%
154%
38%
141%
51%
3 8%
64%
1 0%
487%
Surviving Stem Counts (% of no. of species planted)
Percent 1 0% 75% 1 42% 1 100% 36 4% 1 23% 55 5% 0%
EEP Project #D 06054 -E 7

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table 6 - Baseline Stems per Acre
Table 7 — MY5 (2012) Stems per Acre
% ay A":11 11"
R, WWWR
4A AM
Plot
*PONT,
Trees I ",
ni,
Pl6t!§kb
Plot is
Plot dde
T reest�v
wi
13
100
1076
00247
526
W2
15
100
1076
00247
607
W3
16
100
1076
00247
647
W4
17
100
1076
00247
688
W5
17
100
1076
00247
688
Totals:
78
500
5380
0123
Totals:
Stems per plot
156
5380
0123
Average
634
Table 7 — MY5 (2012) Stems per Acre
EEP Project #D 06054-E
November- 2011- -
Plot
Trees
Pl6t!§kb
Plot is
Plot dde
T reest�v
- - �---
n,
_ z
m
4 ef
acre -1
- -
-00f**1 I
wi
7
100
1076
00247
283
W2
4
100
1076
00247
161
W3
10
100
1076
00247
404
W4
6
100
1076
00247
242
W5
11
100
1076
00247
445
Totals:
38
500
5380
0123
Stems per plot
76
Average
308
EEP Project #D 06054-E

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
3.2 Stream Assessment
3.2.1 Stream Success Criteria
As stated in the approved Mitigation Plan, the stream restoration criteria for the site includes the
following
Bankfull Events Two bankfull flow events must be documented within the five -year monitoring
period.
Cross - Sections There should be little change in as -built cross sections Cross sections shall be
classified using the Rosgen stream classification method and all monitored cross - sections should
fall within the quantitative parameters defined for C type channel
Longitudinal Profiles The longitudinal profiles should show that the bedform features are
remaining stable, e g they are not aggrading or degrading Bedforms observed should be
consistent with those observed in C type channels
Photo Reference Stations- Photographs will be used to subjectively evaluate channel aggradation
or degradation, bank erosion, success of riparian vegetation and effectiveness of erosion control
measures
3.2.2 Stream Morphology Monitoring Plan
Stream monitoring will document the stability of the restored channel Monitoring will occur for
5 years or until the final success criteria have been achieved, whichever is longer Monitoring
methods used are based on US Army Corps of Engineering guidance documents and NC
Division of Water Quality guidance documents.
Cross Sections
Two permanent cross sections, one at a riffle and one at a pool were installed for every 1,000
linear feet of restored stream Each cross section was marked with permanent pins on both
banks. Each cross section is tied to a benchmark to allow for comparison for data each year
The cross section survey takes into account water surface and all breaks in slope including
thalweg, top of bank, and bankfull if present
Longitudinal Profile
Longitudinal profile is surveyed once every year for five years or until the final success criteria
are met The longitudinal survey will include thalweg, water surface, bankfull and top of bank
Each survey point will occur at the head, midpoint, and end of each feature and the invert of each
structure The survey will be tied to a permanent benchmark
EEP Project #D 06054 -E 9

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Hydrology
Bankfull events will be monitored for the length of the monitoring period One crest gauge is
installed on site to capture bankfull events Photographs of high water marks, wrack lines and
sediment deposition will also be used to document these events
Photo Reference Stations
Photographs will be taken at the same locations each year for the length of the monitoring
period These photos will document the progression of the site from year to year
3.2.3 Stream Morphology Monitoring Results
Stream conditions are generally stable As the riparian vegetation develops it is becoming the
significant stabilizing factor for the channel and stream banks Stream features including pools
and riffles are remaining stable There are 15 structures within the monitoring reaches and one
remains a problem area All remaining structures are functioning as designed with no evidence
of relocation or piping. The beaver have been removed but portions of the dams remain and are
a source of backwater that has allowed woody vegetation to establish in the stream bed causing
several significant debris dams Constructed riffles are holding grade with no down cutting or
headcuts observed There was water only in the pools during the survey period preventing a
current measurement of the water surface
Cross Sections
The survey data was collected in September 2012, and the results are presented in Appendix C
All six cross sections appear to be stable When identified in the MY4 Monitoring Report,
Reach 2 Riffle Cross Section 1 appeared to have degraded along the right bank but the photos
showed that it had not The MY5 survey data verified this idea and showed that the cross section
is not significantly degrading but that a willow growing dust above the cross section is causing
some channel deepening, some right bank erosion and a small right bank bypass channel has
begun to form As with much of this restored stream, trees growing in the channel will continue
to impact the as -built channel pattern, dimensions and profile
Longitudinal Profile
The longitudinal profile survey was conducted in September 2012, and the results are presented
in Appendix C The profile survey showed little change in channel dimensions or profile Note
that the profiles in Appendix C display some of the listed problem area dams and obstructions
The morphological dimensions as listed on the Appendix G Morphological Tables were
developed while ignoring those identified problems so as to correctly portray the stream bed
profile and the riffle and pool lengths and ratios
EEP Project #D 06054 -E 10

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Hydrology
Three possible bankfull events were documented during this year of monitoring by a crest gauge
However the amount and frequency of backwater on this stream make these measurements
somewhat suspect They do correlate to some high rainfall days during the appropriate time
frame so are possibly accurate
EEP Project #D 06054 -E 11

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
3.2.4 Problem Areas
There were thirteen problem areas identified during MY 4 at the 601 West site Three were
resolved and have been removed from the list The remaining problems are continuing to be
issues and remain listed as problem areas Two additional problem areas were discovered during
the MY5 survey for a total of twelve problem areas.
MY3 -PA4 and MY3 -PA5 are beaver dams that appeared in the Reach 2 section of channel
during MY 2 (2009) The beavers were removed in 2010 but remnants of the dams were still in
place at the time of the 2012 survey, causing backwater for approximately 200 feet upstream of
the dams, flooding the stream banks and vanes and eliminating stream function.
MY4 -PA6 is a sill log that the stream has cut under While the structure was under water due to
the normal rainfall and backwater in the stream the structure is still in a failed condition
MY4 -PA8 is approximately 140 feet of both banks that lack woody vegetation Both banks are
eroding to develop flood plain diversion channels due to the many stream flow obstructions
throughout the restoration.
MY2 -PA3, MY5 -PA1 and MY5 -PA2 are all existing or new eroding diversion channels on a
flood plain from the previously mentioned obstructions.
The remaining five problem areas are all in stream woody obstructions that will continue to
create issues if not removed If left unchecked, the debris these trees collect will cause further
erosion by forcing the channel to migrate away from the existing channel
Photographs of all problem areas are included in Appendix D (pp 54 -60)
Table 8 - 601 West MY5 Problem Areas
ID
Station
Description
Impact
MY4 -PA9
10232
Stream obstruction
backwater and flooding
MY2 -PA3
10373 —10383
Diversion Channel
poor vegetation
MY5 -PA1
10492 -10521
Diversion Channel
poor vegetation
MY5 -PA2
10591 -10615
Diversion Channel
poor vegetation
MY4 -PA10
10670
Stream obstruction
backwater and flooding
MY4 -PA6
10752
Washed out Sill Log
impairs stream stability
MY4 -PA8
10883 —11028
Diversion Channel
poor vegetation
MY4 -PAl 1
13512
Stream obstruction
backwater and flooding
MY4 -PA12
13515
Stream obstruction
backwater and flooding
MY4 -PA13
13645
Stream obstruction
backwater and flooding
MY3 -PA4
14028
Beaver Dam
backwater and flooding
MY3 -PA5
14234
Beaver Dam
j backwater and flooding
EEP Project #D 06054 -E 12

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
3.3 Rainfall Data
Rainfall data is collected by an automated rain gauge, confirmed with a manual rain gauge and
validated with nearby weather stations from the NOAA Regional Rainfall Data. Rainfall data
shows normal rainfall during the monitoring year of 39.9 inches. The average maximum peak
day per month event for the 2011 -12 growing season was 1.04 inches with a maximum single
peak day of 1.76 inches occurring in August. The average monthly rainfall was 3.07 inches with
a maximum of 7.90 inches during August 2012. Complete daily rainfall data is shown in
Appendix F.
Figure 2 — MY2 Rainfall Data Summary
601 West MY5 2012 Rainfall Summary
9.0
■ Monthly Total
8.0
■ Max Da f/ Month
7.0
6.0
,1
Q
s
a 5.0
4.0
a 3.0
2.0
1.0
0.0
Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep
Rainfall data was collected from Month
9/27/11 trhough 9/11/12
EEP Project #D 06054 -E 13

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
4.0 Conclusions
Overall stream dimension, pattern, and profile are stable with only minor erosional problem
areas With normal rainfall, riparian vegetation is flourishing Most areas of flood plain erosion
that remain as problem areas are improved as woody vegetation becomes more established.
One of the five vegetative monitoring sites had dropped below the final vegetative success
criteria and supplemental planting with five year old stems will be completed in early 2013
Although the beaver were removed during MY3, the remnants of the beaver dams continue to
degrade the bedform In addition large woody vegetation has become established in the stream
bed causing many debris dams and forcing channel migration which is impacting the developing
flood plain vegetation. Repairs these issues are planned for winter 2013
The channel was wet but not flowing during data collection preventing full assessment of
structure function, however fourteen of the fifteen stream structures are stable Repairs to the
one problem structure (a sill log) is planned for winter 2012/2013 Overall, the site has achieved
the stream stability and vegetative success criteria specified in the Restoration Plan
EEP Project #D 06054 -E 14

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Appendix A - As Built Survey
EEP Project #D 06054 -E 15

Fri
Ill
1
dr
3
UNION
a I A I C ur M 1 r %4vv.A-lw
RECORD SET FOR
VV-.EST 60l
STREAM RESTORATION PROJECT
ENVIRONMENTAL BANC &EXCHANGE, LLC
V O R 1 11 C\ R 0 1. 1 N A
PROJECT AREA
VICINITY MAP
sWWY PM7ARM 8Y1
"'• R.B. PHARR & ASSOCIATES, P.A.�w'�
©t SURVEYING &MAPPING
241 POST OFFlCE DR., UNIT A -2
• INDIAN TRAIL, N.C. 28079 TEL [phone] •
UNION COUNTY, NORTH CAROLINA
STATE PROJECT NO.: D 06064 -E
INDEX OF SHEETS
4* "111 „ � SHEET NO. DESCRIPTION
P° 1 TITLE SHEET
2 LEGENDS AND SYMBOLS
01 3 -8 GRADING PLAN AND PROFILE
9 TYPICAL CROSS SECTIONS
,,,ova '� «. 10 -14 PLANTING PLANS
ti
� PROJECT AREA
_�0 The record drawings represent
t the construction plans with
r,� 5 adjustments made to represent
Po �
Aadxae Rd
constructed conditions.
LOCATION MAP
NC —EEP CONTACT: GUY PEARCE (919) 715 -1656
KIMLEY —HORN AND ASSOCIATES CONTACT: DAREN PAIT P.E. (919) 678 -4155
ENVIRONMENTAL BANC & EXCHANGE CONTACT: NORTON WEBSTER (919) 829 -9909
D67lFBM AF EA- ACFES
CENTRE STATION 1001'00 - LAT 34AS7007 LONG —BOA41W
.�. nErwan 01 ,NE � a: CLIENT:
STATE OF NORTH CA UNA ,.P.N CAgq�; 05 2/00
Kimley -Horn ECOSYSTEM ENHANCEMENT PROGRAM ;'�o�loFE =.IOtI ~9 . 01 2DD07 s01 WEST
and Associates Inc H 3W0 f'` ° STREAM RESTORATION
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$��r•�A :c br M t °� ° MIOt6 D)N) 077 1000
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LEGEND
PROPOSED BANK FULL ROCK CROSS VANE
- ----�— PROPOSED CREEK
--- -- PERMANENT CONSERVATION ROCK A -VANE
EASEMENT
® CHANNEL BLOCK ® ROCK VANE
® CHANNEL BAC30U / ROOT WAD
® CONSTRUCTED RIFFLE �( LOG SILL
/ ( LOG VANE 3� VERNAL POOL
PLANTING LEGEND
ZONE 1 0
ZONE 2 0
ZONE 3 0 0
ZONE 4 •o�•
ZONE 5
SURVEY LEGEND
- - - - - -- PROPERTY LINE
-- - - - - -- MAJOR CONTOURS
-- - - - - -- MINOR CONTOURS
-- --- STREAM CENTERLINE
PROFILE LEGEND
----- PROPOSED TOP OF BANK
1: OF NEW CHANNEL
EXISTING GROUND- CENTER
LOG SILL
ROCK X -VANE
CROSS SECTION LEGEND
A -VANE
- -- EXISTING GROUND
PROPOSED CHANNEL NOTE: BOTTOM OF POOL ELEVATION PROVIDED IS DEEPEST POINT IN
POOL AT STATION, NOT ACTUAL ELEVATION AT THE CENTERLINE.
REFER TO PLAN AND CROSS SECTIONS SHEETS FOR OFFSETS.
POOLS SHOULD BE 'OVER DUO' BY V TO ACCOUNT FOR
SEDIMENTATION.
x%00 MIUST
V11LITY
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FnI o
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ti
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CORrh=1143- CALLCINM
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' ♦ _ _ � - - - ` \ � ROCK X -VANE
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EASEMENT
® CHANNEL BLOC( ® ROCK VANE LOG VANE \ - - - - • _ - -_ \ \ \ -- _ — 1 \ = ' ' ' f l{ i / f
® CHANNEL BACCFILL ROOT WAD
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CONSTRUCTED RIFFLE VERNAL SILL © N]iNAL POOL P 1-8110 -M -4949
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CLIENT STATE OF WORTH CAROLINA
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STREAM RESTORATION
TITLE
GRADING PLAN AND,,�ii
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PROFILE
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SURVEY LEGEND
- - — PROPERTY LINE
— — — MAJOR CONTOURS
-- - - - --- MINOR CONTOURS
STREAM CEN1ERUNE
520
518
512
508
504
200 +00 200 +50
} f S
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\ \ t ! /
520
518
512
508
504
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mow
PRWMFFD N 71E GFRIZ OP
DS /a2/OB TATE °F �ni CAA°LMKimley -Horn ENHANCEMENT PROGRAM
601 EST
- STREAM RESTORATION
and Associates, Inc ""� GRADING PLAN AND ='�\•o „:
aA �..� �.� � � e
r 0. ad a a, d rAL BIOD(>ISOBB - AALB�I, FIOFi11i CAFICLlIA ?TBBO 9088 �Qp �
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IOndry -Flan ad Adetw, Yw. 7000 • ••. �b Ths reoad dro�Ny� reprs�mt the oomtr,u plane dtl� Na,ppW m
WP Od ardor mods t0 t 00IIaHNCtld Ca0ARI011F4 8 OF x
PROFILE LEGEND
-
- - - - --- PROPOSED TOP OF BANK
NOTE BOTTOM OF POOL ELEVATION
DAFT ACTUAL
q OF NEW CHANNEL
POOL STATION. OT
--
--- - -- EXISTING GROUND- CENTER ELEVATION AT THE CENTERLINE.
REFER TO PLAN AND CROSS
8 LOG SILL
SECTIONS SHEETS FOR STS.
POOLS SHOULD BE 'OVER DUW BY
BOULDER SILL
1' TO ACCOUNT FOR SEDIMENTATION.
0000 CONSTRUCTED RIFFLE
00 ROCK X -VANE
A -VANE
00C+ RIP RAP PLUNGE POOL
LEGEND
PROPOSED BANK FULL
ROCK CROSS VANE
10+00
LOG SILL
�—
j PROPOSED CREEK
- - ---
PERMANENT CONSERVATION
ROCK A -VANE
EASEMENT
®
ROCK VANE LOC VANE
®
CHANNEL BLOB(
`/'
®
CHANNEL BACKFILL
ROOT WAD
/�
CONSTRUCTED RIFFLE / /
BOULDER SILL © VERNAL POOL
SURVEY LEGEND
- - — PROPERTY LINE
— — — MAJOR CONTOURS
-- - - - --- MINOR CONTOURS
STREAM CEN1ERUNE
520
518
512
508
504
200 +00 200 +50
} f S
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\ \ t ! /
520
518
512
508
504
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PRWMFFD N 71E GFRIZ OP
DS /a2/OB TATE °F �ni CAA°LMKimley -Horn ENHANCEMENT PROGRAM
601 EST
- STREAM RESTORATION
and Associates, Inc ""� GRADING PLAN AND ='�\•o „:
aA �..� �.� � � e
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TYPICAL PLAN VIEW Sq �AATIC
N73
N07ES
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL FINAL GRADING WILL GIVE
THE CHANNEL A MORE "NATURAL' APPEARANCE AND ALLOW
A SM007H TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL
ALL E7051MG GROUND REPRESENTATIONS ARE APPROMMATE.
ALL POOLS SHALL BE PRE -DUG 1' TO ACCOUNT FOR SEDOAENTATION
8 BAKWULL ELEVATION
3
0' MIN
I
2 1'
03,
i 3'-
3 1 1 0.8'
UPPER UT1 RIFFLE
STA 100+00 TO 123+00
TYPICAL LOCATION OF TOP OF
SOW CROSS VANE. (SEE PROFILE
- --
TOP �BANKFULL) $LOPE PER pR SHEETS SW -03 TO SW -07 FOR
POOL _ _ OFILE__ SPECIFIC LOCATIONS)
AVER AGE RIFFLE SLOPE ---- - - - -�W
SEE TABLE -- - --
BERE =` RIFFLE
RIFFLE SLOPES
BEGIN STA
END STA
gI PE
100 +00 1
123 +00
00164
123 +00
1 145 +64
1 0.0079
NOTE SEE MORPHOLOGY TABLE
(SHEET 14) FOR RIFFLE
SLOPE RANGES
3.
10, 1
AS
EQ.
3
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OFP�
pti, iI — Nil 1., it.. z!�. ->
N.T.S.
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11 4'
20: 1 7 4'
0.1
31 31
AS �-2 O'-�
REO'D
3 LOWER UT1 RIFFLE
STA 123+00 TO 145+64
7 0' MIN 20 0'
3
Q�
7 0' MIN
1
5 8'
08' 31 31
TIED TO
10, EXISTING
GROUND
UT2 RIFFLE
STA 200+00 TO 200+67.71
7 0' MIN AS
REO'D
31
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0 7'
3 31
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GROUND
UPPER UT9 POOL UT2 POOL
STA 100+00 TO 123+00 STA 200+00 TO 200+67.71
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V-JILITY p
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PROPOSED BANK FULL ROCK CROSS VINE 0 F� 0
1 @ P� � � Zai+ 2 SURVEY LEGEND �a °"
3 ROCK A -VANE © — - - — PROPERTY LINE
- ----
EASEMENT CONSERVARON / ZONE 3 0 0 — — — — MAJOR CONTOURS ti
® CHANNEL BLOCK ° ROC( VANE '/ ( LOG VANE ZONE 4 voeo - - - -- - -- MINOR CONTOURS
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5\01 MUST p�
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ti
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7y��� ��y�� i TITLE 99FB�AEEQp JCD
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SURVEY LEGEND
PROPOSED BANK FULL
d
ROC( CROSS VANE /
ZONE 1
— - - — PROPERTY LINE
10+00
-�
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LOG SILL
ZONE 2
— — — — MAJOR CONTOURS
-----
PERMANENT CONSERVATION
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601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Appendix B - MY5 (2012) Survey
Figure B 1— 601 West Reach 1
Figure B 2 — 601 West Reach 1/Reach 2
Figure B 3 - 601 West Reach 2
EEP Project #D 06054 -E 16

SHEET 1
ET 2
601W R1 RXS -1
STA: 104 +25
i ii v �.-.�
ti S��
��
SHEET
EASEMENT
LEGEND
DESIGN TOP OF BANK
MONITORING ALIGNMENT (ALL YEARS)
2008 (MY1) THALWEG
2008 (MY1) TOP OF BANK
2009 (MY2) THALWEG
2009 (MY2) TOP OF BANK
2010 (MY3) THALWEG
2010 (MY3) TOP OF BANK
2011 (MY4) THALWEG
2011 (MY4) TOP OF BANK
2012 (MY5) THALWEG
2012 (MY5) TOP OF BANK
601W R1 PXS -1
STA: 112 +40
06.0
�o
w
H
Q
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0
w
0
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0
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06054 -B
FILENAME
601W.DWG
SHEET NO.
1 OF 3
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06054 -B
FILENAME
601W.DWG
SHEET NO.
1 OF 3

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SHEET 1 °
LEGEND
u
DESIGN TOP OF BANK o
HEET 2 MONITORING ALIGNMENT (ALL YEARS)
2008 (MY1) THALWEG
SHEET 3 2008 (MY1) TOP OF BANK
2009 (MY2) THALWEG
2009 (MY2) TOP OF BANK
2010 (MY3) THALWEG
2010 (MY3) TOP OF BANK
---- -- - - -- -- 2011 (MY4) THALWEG o
-- ---- -- -- -- 2011 (MY4) TOP OF BANK Z
--- --- - -- --- 2012 (MY5) THALWEG °z
2012 (MY5) TOP OF BANK 601W R2 PXS -2
STA: 143 +38 Z
a �
601W R2 RXS -1
• STA: 132 +61 w m
a
4 m
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- - EASEMENT ""'0 ° 3
_ 601W R2 RXS -2
STA:140 +32
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DATE
03/20/2009
PROJECT NO.
0 06054 -8
{ FILENAME
601W.DWG
SHEET NO.
3 OF 3

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Appendix C - Profile, Cross Sections, and Pebble Counts
Table of Contents
601 West R1 RXS -1
19
601 West R1 PXS -1 .......
22
601 West R2 RXS -1
25
601 West R2 RXS -2
28
601 West R2 PXS -1
30
601 West R2 PXS -2
. .... .... 34
List of Photos
Photo C 1 - R1 RXS -1 Left Pin
Photo C2 -RI RXS -1 Right Pin
Photo C 3 - R1 RXS -1 Downstream
Photo C 4 - R1 PXS -1 Left Pin
Photo C 5 - R1 PXS -1 Right Pin
Photo C 6 - R1 PXS -1 Downstream ........ .
Photo C 7 - R2 RXS -1 Left Pin. .... .
Photo C 8 - R2 RXS -1 Right Pin
Photo C 9 - R2 RXS -1 Downstream
Photo C 10 - R2 RXS -2 Left Pin
Photo C 11 - R2 RXS -2 Right Pin
Photo C 12 - R2 RXS -2 Downstream
Photo C 13 - R2 PXS -1 Left Pin ..... .
Photo C 14 - R2 PXS -1 Right Pin.. ..
Photo C 15 - R2 PXS -1 Downstream
Photo C 16 - R2 PXS -2 Left Pin
Photo C 17 - R2 PXS -2 Right Pin
Photo C 18 - R2 PXS -2 Downstream
EEP Project #D 06054 -E 17
19
19
20
22
22
23
25
25
26
28
28
29
.............................
31
31
32
34
34
35

List of Figures
Figure C 1 - R1 RXS -1 Cross Section Plot
Figure C 2 - R1 PXS -1 Cross Section Plot.
Figure C 3 - R2 RXS -1 Cross Section Plot
Figure C 4 - R2 RXS -2 Cross Section Plot.... .
Figure C 5 - R2 PXS -1 Cross Section Plot
Figure C 6 - R2 PXS -2 Cross Section Plot
Figure C 7 - R1 Longitudinal Profile Sheet 1
Figure C 8 - R1 Longitudinal Profile Sheet 2
Figure C 9 - R2 Longitudinal Profile
Figure C 10 - R1 RXS -1 Pebble Count
Figure C 11 - R1 PXS -1 Pebble Count
Figure C 12 - R2 RXS -1 Pebble Count
Figure C 13 - R2 RXS -2 Pebble Count
Figure C 14 - R2 PXS -1 Pebble Count .....
Figure C 15 - R2 PXS -2 Pebble Count
List of Tables
Table C 1 - R1 RXS -1 Dimension Data
Table C 2 - R1 PXS -1 Dimension Data
Table C 3 - R2 RXS -1 Dimension Data
Table C 4 - R2 RXS -2 Dimension Data
Table C 5 - R2 PXS -1 Dimension Data ...
Table C 6 - R2 PXS -2 Dimension Data
EEP Project #D 06054 -E 18
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
.21
24
27
30
.33
... ... 36
20
23
26
29
32
35
37
38
38
39
...
39
41
41
42
42
.21
24
27
30
.33
... ... 36

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
601 West R1 RXS -1
Photo C 1 - RI RXS -1 Left Pin
Photo C 2 - R1 RXS -1 Right Pin
EEP Project #D 06054 -E 19

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Photo C 3 - R1 RXS -1 Downstream
Figure C 1 - R1 RXS -1 Cross Section Plot
601W R1 RXS -1
532.00
531.50
MY4 (2011) -
—f —MYS (2012)
531.00
530.50
v 530.00
� —As -Built
Z
�— BANKFULL
O
Q 529.50
f MY1 (2008)
�— MY2 (2009)
529.00
f MY3 (2010)
W
__6_
528.50
528.00
208 218
228 238 248
STATION (FT)
EEP Project #D 06054 -E 20
MY4 (2011) -
—f —MYS (2012)
EEP Project #D 06054 -E 20

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table C 1 - R1 RXS -1 Dimension Data
As Built
MYi
MY2 2009
MY3 2010
MY4 2011
MYS 012
Station
Elevation
Dmription
Stanon
Elcvanon
Dcscn non
Station
Elevation
Dams ton
Smnon
Elevation
Descn puao
Station
Elevation
Dmnpnon
Station
El—tmn
Dmnptnan
27008
53074
r1ra11
1974
5411
RXSI
19996
53117
xS
3
530704
L On
19884
5313M
(XS)XS
21021
530713
XSLP
21057
9 071
ri m7
6305
53787
RXS1
20464
53082
XS
21099
530707
Ground
20722
530844
XS XS
21039
530648
XS
21502
53051
r1-1
14351
9279
RXSI
20788
9079
XS
21942
90397
Ground
20987
90735
SLP %SLP
212M
530582
X5
22243
53031
r1—ltb
16297
9214
RXSI
21033
53063
XS
22548
53001
Ground
210M
53073
SXS
21477
9 0506
xS
22388
52995
H-1
16313
9 212
RXSI
21041
069
9Ground
XSLP
2275
529518
G
21031
530672
(XS)XS
21892
530426
XS
22638
52981
Arai
1766
9175
RXSI
21171
9062
xS
22688
528689
Ground
21257
530652
(XS)XS
2222
530322
XS
22852
52915
rim!
17651
53173
RXS1
21375
53056
xS
22942
528681
Ground
21685
530704
SXS
22582
529909
XS
22886
52873
0-1.
18957
9176
RXS1
21623
53054
xS
230
528818
Grouts
22217
530367
(XS)XS
22796
529487
xS
22902
52861
Anal
20224
53083
RXSI
219M
53D 35
xS
2308
529172
Grouts
MB
530029
SxS
72852
529228
%S
22959
52861
Anal
20928
5307
RXSI
22321
9016
XS
23237
528803
Ground
22851
529127
(XS)XS
229
528758
XS
2301
52856
Arai
21UW
53071
RXSILP
22432
52996
XS
23431
529818
Ground
2289
529078
5 %S
22946
528674
xS
21017
52878
0-1.
21729
53065
RXSI
22614
52886
XS
23682
529962
Ground
22902
528592
(XS)XS
22964
528602
xS
23055
52916
Arai
22237
53032
RXS1
22748
52952
xS
24302
530635
Ground
22965
528612
(XS)XS
22999
528785
%5
23159
52951
rl-1
22432
52986
RXS1
22867
52826
XS
24941
91046
Ground
MISS
528751
SXS
23011
529085
XS
23251
5298
0=1
22676
52973
RXS1
MS 78
52877
XS
250
91139
R On
23015
SM118
SXS
23111
529406
xS
23478
52965
Aral
22824
52916
RXS1
22922
52867
%5
MI 62
529588
(XS)XS
2329
529777
XS
23471
52965
Aral
22879
52079
R%S1
22972
5267
XS
23215
529833
XS %S
23257
529743
XS
23643
53016
rnattob
228 an
52899
RXS7
22994
52877
XS
233]
529878
XSXS
23445
579669
xS
24261
SW 42
ri—i
22925
52865
RXSI
23078
5292
XS
23593
530248
(XS)XS
23779
53019
x5
24933
53093
rI—I
22935
52849
RXSI
23084
52918
XS
24257
530430
(XS)XS
24027
530343
xS
24998
9114
rlratr
22989
52846
RXS1
2316
52955
xS
24759
90902
(XS)XS—
24283
90476
XS
2301
52854
RXSI
23279
52969
xS
250
91139
XSRPXSRP
24579
530838
%S
23041
5287
R %S1
23427
52965
%S
25153
91084
XS %S
24878
91056
XS
23061
52896
Rx51
23596
53003
xS
25775
9128
%S %S
25004
91239
XSRP
23095
52818
"Si
23834
53018
%S
23129
52917
"at
23968
53032
xS
23189
52949
RXSI
24186
53036
XS
23292
52975
RXS1
24434
53054
xS
23484
52959
RXS1
24749
S30 aS
XS
23679
5301
RXS1
24759
53087
xS
24003
53025
RXSi
25002
9114
XSRP
24255
53035
RXS1
25087
9102
XS
2446
53069
RXS1
25495
53097
XS
24889
53097
RXSI
257 3L_
9135
%S
250
9114
R%S1RP
25002
9108
RX51
25024
9105
RXSI
25504
9105
RXSI
26002
9151
RXSI
27046
9202
RX51
28051
53305
RXS1
2899
53447
RXS1
32913
9839
RXS1
17
$
<
Bankful Width
fl
1400
Bankfd] Wth
ft
1442
Bankfl Width
fl
1106
Bankfo7 Width
fl
883
B ll Width(
ft
97
Baid tll Width
ft
86
BanM'WI XS Area
ft
784
Bankfull XS Arta
ft
7 954
Banldnll XS Arm
fl
67157
Bankfull XS Area
11
69806
Bankfiill XS Aria
R
681
Baiiffidl XS Area
ft)
63
BankfW1 Mean Depth ft
056
Bankfull Mean ft
055
Ba kftLI1 Mean Dpth fl
061
Bankfull Mean Dcpth ft
079
Bankfull Mean DMffi (R)
07
Bank1611 Mm (ft)
07
Banifiill Max ft)
160
Bankfull Max Depth ft
1 64
1 Bankfull Max D ft
149
Bard full Max Depth ft
133
Banldull Max ft
14
Bankfidl Max Depth ft)
13
Flood Prone Width fl
Flood Prone Width ft
938
Flood Prone Width ft
938
Flood Prone Width ft
938
Flood Pmnc Width fl
22-1
Flood Prone Width 11
94
Entm dutimt Ratio ft/ft)
Entrenchment Ratio Nft
651
Enttenchnrnd Ratio (ft/ft)
649
Ent —lua tit Ratio ft/ft
1063
Eniratchm t Ratio ft/ft
9 7
Entmn t—I Ratio ft/ft)
I1
Wid mRatio fl/ft)
WidflvDMth Ratio ft/ft
2614
Width/Depth Ratio ft/ft
1825
Wid th Ratio ft/fl
1117
Width0epth Ratio fl/ft
138
Wid Ratio ft/ft)
12
D50 mm)
1628
D50 mm
400
D50 mm)
006
D50 iilm)
006
) 0 mm
019
D50 mm)
0 28
D84 mm)
3122
D84 mm
2887
DU mm
006
D84 mm)
006
D84 mm
2095
DU vun
1075
EEP Project #D 06054 -E 21

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
601 West R1 PXS -1
Photo C 4 - R1 PXS -1 Left Pin
Photo C 5 - RI PXS -1 Right Pin
EEP Project #D 06054 -E 22

526.00
525.50
525.00
524.50
LL 524.00
Z
0 523.50
W523.00
w 522.50
522.00
521.50
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Photo C 6 - R1 PXS -1 Downstream
tJ t - xi rxn)-i gross Nectnon riot
601W R1 PXS -1
\ /A
50 55 60
65 70 75
STATION (FT)
EEP Project #D 06054 -E 23
80 85 90

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Tahle C 2 - R1 PXS -1 Dlmenman Data
As Ball
MYI 2008
MY2 2009
MY3 2010
MYd 2011
MYS 2012
Station
Elevation
Desen tion
Station
Elevation
Desch on
Station
El—tion
Desch Ooh
Station
Elevation
Desch on
Station
Elevation
De on
Station
Elevation
Duch on
5044
52537
rt xetl
1342
52858
PXSI
5025
5255
XS
505
525396
L n
"2
52617
(XS)XS
5062
52542
XSLP
5094
5253
rt xattob
2403
52795
PXSI
5044
52544
LP
51
5253
G—M
4822
525673
5X5
509
525304
X8
5397
52485
0 /
3445
52705
PX51
5493
52493
XS
5513
524748
GrauM
5063
525409
SLPXSLP
52M
525798
XS
5925
5244
rt x81
4371
52611
PXSI
5866
52456
XS
5982
524344
GrauM
5105
$25437
(XS)XS
5565
524786
XS
6351
52378
'I ml
5045
52536
PXSI L
5971
52459
XS
6461
52391
G—M!
5272
525209
SXS
5846
524438
XS
67
5237
rl xc1
5204
52518
PXSI
6239
S2415
XS
6776
523618
G—M
5526
524814
(XS)XS
6088
524235
XS
6841
52342
rl xc1
Sell
5246
PXSI
6385
SM 87
XS
6863
523208
GrauM
5912
524432
SXS
6329
523944
XS
6863
52316
it z41
6235
52398
Mal
6494
52392
XS
6904
52 ,nla
G—M!
6331
523971
(XS)XS
8563
523861
XS
6908
52272
r1 1w
6425
52382
PXSI
6875
52378
XS
7045
522198
GrauM
6618
523922
8XS
6157
523702
XS
6965
52256
1 xe1
6625
52381
PXSI
6814
52364
XS
7168
522324
GraarM
6841
523514
(XS)XS
6859
523305
XS
706
52237
Ogi 1m1
6817
52361
PXSI
8891
52342
XS
7283
523575
r—m
6941
522573
(XS)XS
6868
522531
XS
7149
52273
rl nlw
688
52319
PX51
6961
52263
XS
7546
524568
G—W
702
522421
(XS)XS
5041
522349
XS
7145
52259
0 n1
6928
52242
P751
an
52255
XS
7924
524619
GrwW
7074
522346
(XS)XS
7021
522277
XS
7182
5233
OD x41
6976
52221
PXSI
M23
52225
XS
8618
52515
C—W
7151
522613
(XS)XS
7069
52223
XS
7287
52379
it Xs1
7016
52212
PXSI
7092
52228
XS
8964
525 San
Graan4
7196
522987
(XS)XS
7135
522256
XS
7425
52428
ri za1
7072
52195
PX51
71 36
522 41
XS
902
525 "1
R n
72113
523 594
(XS)XS
71 75
522393
XS
76 26
52454
r1 ca1
7119
52205
Past
7196
mm
xS
7573
524586
(XS)XS
7194
523431
XS
9007
52465
O .1
7149
52214
PXSI
7228
52286
XS
7793
524544
main
734
523796
XS
8281
52467
r7 x81
7182
S2264
PX51
7258
52322
XS
8308
524794
5X5
7484
524272
XS
8436
52515
r1 Xa1loD
7256
52342
PXSI
731
52363
XS
8606
525205
(XS)XS
7588
524631
XS
a893
52508
rt x41
7662
52453
Mal
7413
52399
XS
9021
525678
SRPXSRP
7899
524656
XS
8837
52543
'l. xs1
7671
5247
PXSI
7561
52445
XS
9145
525553
5%S
8242
524761
XS
6976
52569
0 1
8229
52456
PX51
7698
524 58
XS
959
525 873
SXS
8554
525 04S
XS
9014
52572
r1 ,l,
8671
52502
PX51
7691
52456
XS
101 32
525627
SXS
8538
5252"
XS
W42
52559
PX51
7883
52458
XS
IM74
5262
SXS
N84
W5 462
n
894
52559
PXSI
8117
52465
XS
902
525641
XSRP
901
52568
PXSIPR
8413
52487
XS
9019
5257
PXSIPR
8647
52525
XS
9082
52559
PXS1
8878
52532
XS
9335
52573
PXSI
9046
5256
RP
9625
52568
PXSI
9085
5256
XS
9963
52557
PXSI
9119
52559
XS
10415
52591
PXSI
93"
52568
XS
11304
527
PXSI
9707
525 an
XS
11679
52732
PXSI
10763
52627
XS
12482
52752
PXSI
13295
52816
PXSI
13754
52812
PXSI
14258
52902
PXSI
BankfWl Width ft
3342
BankfWl Width
ft
347
Baokfidl Width
fl
262
Bankfnll Width ft
2411
BankCull Width
ft
278
BankGdl Width
ft
296
BankfWl Cmw Sectional Area fl
3171
Bankfrdl Cross Sectional Area ft
2937
Banldoll Cross Sectional Area ( fl
2643
1 Bankfull Cmss Sectional Area ft
27 34
Banldull Cross Sectional
Area fl
263
Bin chill Cross Sectional
Area ft
272
B- Icfoll Mean D ft)
095
Bank(W] Mcan Depth ft
085
Bank dl Mean Depth fl
1 01
BanldWl Mean Depth fl
1 13
Banidull Mean fl
095
BanldnlI Mean fl
0 92
Bankf ill Max Depth fl
278
Bankfrdl Max Depth fl
307
BankfWl Max ft
2 31
Banldull Max ft)
242
Bankfidl Max D (ft)
245
Bankfnll Max (ft)2
5
Flood Prone Width fl
Flood Prone Width (ft)
Flood Pmne Width fl
Flood Prone Width fl
Flood Pmne Width fl
Flood Pmae Width fl
Entrenchment Ratio fl/fl
Enuenchment Ratio (t/ft
Entrenchment Ratio ft/fl
Entrenchment Ratio ft/ft
Enuvmhmmt Ratio 11/11
Entrenchment Ratio ft/ft
Width/Depth Ratio fl/ft
WnIthlDcpth Ratio 11/11
Wnd Ratio (ft/fl)
Wlddn/Dc th Ratio 1Vft
WiddyDepth Ratio 11/0
Wid th Ratio 11111)
D50 mm
7 12
D50 mm)
350
D50 mm)
300
D50 mm
743
D50 (mm
5 13
D50 mm
4 62
DU mm)
1376
DU (mm)
2730
D84 (mm)
2260
DU mm)
273
DU mm)
160
D94 mm)
10 75
EEP Project #D 06054 -E 24

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
601 West R2 RXS -1
Photo C 7 - R2 RXS -1 Left Pin
Photo C 8 - R2 RXS -1 Right Pin
EEP Project #D 06054 -E 25

601 West Mitigation Site
Annual Monitoring Report for 2012
gyring Year 5)
Photo C 9 - R2 RXS -1 Downstream
Figure C 3 - R2 RXS -1 Cross Section Plot
601W R2 RXS -1
504.00
503.50
503.00
U. 4 As -Built
Z 502.50 7 BANKFULL
O
H —- MY1 (2008)
`j 502.00 — MY2 (2009)
w —•— MY3 (2010)
501.50 MY4 (2011)
—�— MY5 (2012)
501.00
60 65 70 75 80 85 90 95 100 105
STATION (FT)
EEP Project #D 06054 -E 26

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Table C 3 - R2 RXS -1 Dlmenslnn Data
Aa Bmlt
MYl 2008
MY2 009
MY3 010
MY4 2011
MYS 2012
Station
Eievahen
Dmnptim
Stauen
Elevation
D— non
Smtion
Elevation
Dt—i tien
Station
Elevation
De m
Station
Elevation
Dean uon
Smhon
Elevation
Desrn m
6372
50378
2xs11
1453
51325
R2RXS1
5131
50375
XS
10259
503569
left In
5552
W3697
8XS
064
5036
XSLP
6414
50374
� i
410
50409
RZRXS1
539
50373
XS
10186
503584
Grouts
620
503686
(XS)XS
6036
SO Mil
xS
W03
W342
2 I
5150
Wi"
R21?XS1
5756
5037
xS
077
303445
Ground
0v
5038
SLPXSLP
6886
5030.9
xS
7299
5334
12-1
63M
50372
R2RXSIPR
6167
M313
XS
W75
503219
Graind
66M
503518
(XS)XS
7445
W3362
xS
7636
5033
eb—lWb
8014
5369
R2RXSI
6353
50372
XSLPO
8771
502906
Ground
7184
50338
(XS)XS
7818
502979
xS
7a 49
50291
e2-1
6818
50352
R2RXSI
656
50363
XS
8582
502641
Ground
7571
503275
(XS)XS
5065
W2629
xS
808
5028
12-1
7008
50327
R2RXS1
6872
W3 4S
XS
8413
50234
Grourxl
7784
502948
(XS)XS
8234
50208
xS
8277
SD224
YLn1
7462
50337
R2RXS1
6879
5034
XS
8345
501598
Grouts
8019
502989
(XS)XS
82M
W1 52B
xS
8336
50167
Y2-1.
7942
50284
R2RXSI
0m
5033
XS
8315
501424
Gl-n
82M
502418
S %S
8286
W1474
xS
8347
1 157
12-1
8087
50285
R2RXS1
I 7232
XS
8253
507681
Ground
8261
5010
5X5
8332
M1304
%S
6565
5D7M
12-1
8292
50201
R2RXSI
7443
XS
82M
50234
Ground
8931
501528
(XS)XS
5394
W1319
xS
W88
50162
12-1
8329
153
R2RXSI
7577
XS
8103
502684
Grouts
8055
50139
6XS
6403
501279
XS
8397
50188
Ydimlw
8002
145
R2RXS7
7628
xS
7953
502M
Grouts
M62
502564
SXS
MIS
501507
xS
8457
50778
Yhss1
8465
151
R2R %SI
7783
XS
7823
W29M
Grouts
8482
502835
8XS
89]2
5020
XS
854
50225
e2-1
8478
5017
RZRX57
78M
XS
7519
503221
Graurxt
8874
502 B65
SXS
8504
W2315
xS
871
50272
Y I
8499
R2RXSI
5004
M50331
XS
SSW
W343
Ground
041
503207
SXS
8068
W3172
XS
8891
50298
e2-1
8725
15-0204
0248
R2RX51
WTI
XS
8/82
503713
Ground
W47
503501
SXS
8692
W2815
xS
90%
50314
r2mi
9021
311
R2RXS1
814
de636a
6364
W3'Rl
w in
10231
503505
SXS
8838
W3011
XS
M65
50338
rl&.1
9526
338
R2RXS7
8207
xS
10243
503557
XSRPXSRP
9198
W3375
XS
9041
50341
r2milob
10271
367
R2RXSIRP
8247
XS
10335
5038
%SXS
965
W3254
XS
014
SD348
r2_1
10316
5036
R2RXS1
8291
XS
10808
SM711
(XS)XS
9850
503499
XS
10213
5D363
Ybc1
1055
395
R2RXS1
0m
50153
XS
W52
50307
(XS)XS
10186
503719
xS
10254
50371
2-1r
10934
504
R2RXSI
83]5
50146
XS
6293
503686
SXS
10254
50375
XSRP
12246
50457
R2RXSI
8019
50149
xS
133
W439
MR=
8457
50196
%S
14177
50395
R2RXSI
6493
50222
XS
1926
50391
R2RXSI
5873
50219
m
17395
5D468
R2RXSI
8722
50272
m
18422
506
R2RXSI
8724
50271
xS
20757
50803
R2RXSI
9005
50313
XS
W92
50337
XS
940
50339
xS
97M
503 43
XS
1000
W362
xS
10207
W361
m
10251
50367
XSRP
IM28
50387
XS
10603
50393
xS
1076
M382
xS
11192
50401
xS
11616
50409
xS
IM21
50435
XS
12332
5043
XS
129n
50432
XS
13585
50426
XS
Bankfull Width
fl)
1805
Bankfull Width
(ft)
2064
BanldWl Width
fl
21 26
Bankfull Width (11)
1858
Banklnll Width
ft
216
Bankfull Width
fl
175
Bankfull Cross
Secuonal Area fl
962
BankftW Cm
Smional Arta R
l2 585
BanktW1 Cross Sectional Area fl
10 885
Bankfull Ct—i Sectional Area ft
1061
BankfWl Cm Sectional
Area fl
1097
Bankfull Ci— Sectional
Arm ( fl)
114
Ba.kfWl Mm D th ft
053
Bankfull Mean Depth ft)
0 61
BankfW1 Mean Depth ft
051
Bankfull Mmn Depth ft
0 571
Bankfull Mean Depth fl
051
Bankfull Mmn Depth fl
0 65
BankfWl M" Depth fl
1 73
Bankfull Max Depth (ft)
1 92
Bankfull Mm Depth 111)
194
Bankfull Max Depth ft
1 797
Bankfull Max ft
is
Bankfull Max Depth fl
2 1
Flood Prone Width ft
Flood Prone Width fl
143
Flood Prone Width ft
143
Flood Pmne Width ft
143
Flood Prone Width fl
143
Flood Prone Width fl
143
Entmnchmmt Ratio ft/ft
Entrenchmmt Ratio 1110)
689
E.V id—t Kano ft/ft
669
Entrenchmmt Ratio ft/ft
764
Entraichmmt Ratio ft/fl
66
Ennaidunmt Ratio 0111
8
Wid th Raho ft/ft
Wid Reno fl/lt
3395
Wid th R.U. ft/11)
4152
Wldlh/D th Raho ft/ft
3552
Wid Raho ft/ft
425
Wid m Raho Nft
27
050 mm
8 17
D50 mm
167
D50 mm)
022
D50 mm
006
D50 mm
050
D50 mm
233
D84 mm)
1600
D84 (mm)
965
D84 mm)
965
D84
1 965
1 D84 (mm)
800
D84 mm)
7 14
EEP Project #D 06054 -E 27

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
601 West R2 RXS -2
Photo C 10 - R2 RXS -2 Left Pin
Photo C 11 - R2 RXS -2 Right Pin
EEP Project #D 06054 -E 28

501.00
500.50
500.00
p 499.50
u-
v
zO 499.00
j 498.50
w
U' 498.00
497.50
497.00
601 West Mitigation Site
Annual Monitoring Report for 2012
oring Year 5)
Photo C 12 - R2 RXS -2 Downstream
r igure 1. 4 - KL KRJ -L t-ross Jectlon riot
601W R2 RXS -2
IV -.1
tAs-Built
—k- BANKFULL
—2— MY1 (2008)
MY2 (2009)
W MY3 (2010)
--0 - MY4 (2011)
—t— MY5 (2012)
70 75 80 85 90 95 100 105 110 115
STATION (FT)
EEP Project #D 06054 -E 29

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table C 4 - R2 RXS -2 Dimension Data
A9 Badl
MYl 008
MY2 2009
MY3 2010
MYI 2011
MYS 2012
Station
Elevation
Dean on
Station
Elevation
Dacn on
Station
Elevation
Description
Station
Elevation
Ducn on
Station
Elevation
De—i ion
Station
Elesaton
D— bon
7249
49999
Y2u21
1682
49969
R2RXS2
7255
50005
XSLP09
7254
499983
LPIN
664
4999
(XS)XS
7254
499983
XSLP
7332
49989
2-2
4381
49983
R2RXS2
7263
49988
xS
7337
50002
Ground
8835
499878
SXS
7306
499946
xS
7637
500
2-2
7178
49989
R2RX52
7498
50001
%S
8008
500141
Ground
6989
499883
5X5
7489
500148
XS
792
50001
2na2
7258
49997
R2RX$2PL
T766
49994
XS
8437
500095
G—d
7173
19993
(XS)XS
7838
500101
XS
04M
50008
2rxsZob
776
49993
R2RXS2
7947
50002
XS
8723
499482
Ground
7231
499897
(XS)XS
8371
500153
XS
8561
4997
2m2
8405
49999
R2RXS2
W41
50007
XS
8934
499105
Ground
7254
499832
XSLPXSLP
88 BB
499566
XS
8072
49956
2-2
614
49978
R2RX32
M24
49999
XS
9064
498734
Ground
742
500039
(XS)XS
8921
499197
XS
6796
4994
2na2
8651
49951
R2RXS2
8393
49998
XS
9172
498036
Ground
767
500009
(XS)XS
9005
499073
XS
W91
49906
2not2
866
49947
R2RXS2
625
49978
XS
9225
497888
Ground
7939
500104
(XS)XS
905
49886
XS
9026
48873
2na2
8632
49934
R2RXS2
W75
49845
1 XS
9264
498012
Ground
8186
500124
11 SXS
1 9097
498565
XS
9108
49851
1 2rra2
W13
49889
R2RXS2
8821
49934
XS
9349
498809
Gr4uM
8428
500142
SXS
1 9131
498089
XS
9153
4982
r2-2
9129
49849
R2RXS2
8978
49899
XS
9578
499236
Gronnd
8652
49956
SXS
1 9212
497774
XS
9172
49813
r2-2w
9157
49814
R2R %52
W92
4986
XS
10071
499898
Ground
8812
499416
SAS
1 9252
497878
its
9197
498
Y2ru2
9161
49801
R2RX52
9102
4985
XS
10828
500055
Ground
8902
499183
8 %S
1 93
498297
%S
9215
498
r 2
9183
49797
R2RXS2
9144
4981
xS
11209
499989
Ground
8958
499039
(XS)XS
I 9336
498776
xS
9258
49831
7du2
9197
49808
R2RXS2
9189
49801
xS
11247
49995
RPIN
8992
498917
5 %S
1 936
499312
XS
926
49816
r2-2w
9259
49809
R2RXS2
9232
49514
its
9047
498678
(XS its
1 9471
499271
XS
93M
49846
Y 2
9268
49807
R2RXS2
9248
49617
XS
9131
497914
(XS)XS
11 9618
499259
XS
9438
49875
/du2
9294
4981
R2RXS2
9283
49852
XS
9174
497782
(XS)XS
1 9772
499372
XS
9577
49923
Ydu2
8294
49811
R2RXS2
9339
49868
XS
9248
49 7989
(XS)XS
I 10032
4998
XS
9771
49929
Y 2
W95
49818
R2RX52NS
9422
49883
XS
9296
49848
(XS)XS
1 10265
499973
%S
9849
49952
f
9334
49849
R2R %52
9532
49907
XS
9372
498643
SXS
10521
499908
XS
101
4 %92
2ru21ab
W86
4986
R2RX52
9687
49922
its
9503
489165
MOM
10894
SW 093
%S
1028
49993
Yd u2
9575
49914
R2RXS2
0M
49942
XS
953
499149
SXS
11208
499946
XS
10722
49988
r2u2
97M
49916
R2RXS2
10042
49981
XS
9828
4993
5 %S
11233
500006
XSRP
11168
49987
r2u2
9991
49976
R2RXS2
10218
49984
XS
1002
499567
XS xS
11258
49999
r2u2r
10325
49995
R2RXS2
10438
49988
XS
10311
499691
5X5
10951
49998
R2RXS2
10721
49989
XS
10766
499761
XS XS
11255
49988
R2RXS2
10975
50005
XS
11239
499955
SRPXSRP
11261
49998
R2RXS2PR
11194
49992
XS
11252
49974
XSXS
12083
50017
R2RXS2
11251
49997
XSRP09
11526
499834
5XS
12837
50047
R2RXS2
14525
50014
R2RXS2
15643
50018
R2RXS2
1653
50062
R2RXS2
1732
50081
R2RXS2
19062
50171
R2RXS2
21925
50494
R2RXS2
25825
51252
R2RX52
#
Bankfull Width
fl
1657
Bankfull Width
fl)
1285
Width
fl
1268
BankfWl Width fl
1141
Banidull Width
R)
1208
Bankfull Width
ft
189
Bankfull Cross
Sectional Area fl
1049
Bankf ill Cross Sectional Area ft
1069
Cow Sectional Area ft
989
Bankfull Cross Sectional Area ft
901
Bankfull Cross Sectional
Area fl
106
Bankfull Cross Sectional
Arm fl
11 9
Banld'WI Moan Pr ft
063
Baiikfull Mimi R)
083
Moan (ft)
0 78
Banldnll Mean ft
0 79
Bankfull Mean R)
088
Bankfull Mean ft
063
Banklull Max D ft
192
Bankfull Max ft
1 19
Max fl
7(—)
141
Bankfull Max Depth fl)
135
Bankfall Max fl)
18
Bankfull Max ft
2 2
Flood Pmiie Width fl
Flood Point Width fl)
174
one Width ft
174
Flood Prone Width (ft)
174
Flood Prone Width fl)
174
Flood Prone Width ft
174
Entrenchment Rau. fl/fl
Entrenchment Ratio 11/fl
13 54
ment Ratio fl/fl
1372
Entienchmeid Ratio (ft/ft)
1525
Entrenchment Ratio fl/ft)
144
Entnmchment Ratio fl/fl
2
Wid th Ratio Nft
Width/Depth Ratio 11/11
1544
Ratio ft/fl
1626
Wid th Ratio ft/fl)
1445
Wid Ratio fVft
138
Width/Depth Ratio ft/ft)
30
D50 mm
920
D50 mm
3 00
)
006
D50 -)
006
D50 mm
006
050 (mm)
0 33
D84 mm)
16 00
D84 (mm)
13 99
)
006
D84 (inm)
006
DU mm)
1287
D84 mm)
7 li
EEP Project #D 06054 -E 30

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
601 West R2 PXS -1
Photo C 13 - R2 PXS -1 Left Pin
Photo C 14 - R2 PXS -1 Right Pin
EEP Project #D 06054 -E 31

601 West Mitigation Site
Annual Monitoring Report for 2012
ing Year S)
Photo C 15 - R2 PXS -1 Downstream
Figure C 5 - R2 PXS -1 Cross Section Plot
504.00
503.50
601W R2 PXS -1
503.00
502.50 -
502.00
Z 501.50 -
O
Q 501.00 -
500.50
w
500.00
499.50 -
Ilk
499.00
88
93 98 103 108 113 118 123 128
STATION (FT)
EEP Project #D 06054 -E 32

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table C 5 - R2 PXS -1 Dimension Data
EEP Project #D 06054 -E 33

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
601 West R2 PXS -2
Photo C 16 - R2 PXS -2 Left Pin
Photo C 17 - R2 PXS -2 Right Pin
EEP Project #D 06054 -E 34

601 West Mitigation Site
Annual Monitoring Report for 2012
oring Year 5)
Photo C 18 - R2 PXS -2 Downstream
Figure C 6 - R2 PXS -2 Cross Section Plot
601W R2 PXS -2
499.50
499.00
498.50
498.00
F-
W +As-Built
Z 497.50
0 BANKFUL
497.00r —MY1
W (2008)
W 496.50 MY2
(2009)
496.00 MY3
2010
495.50
10 20 30 40 50 60 70 80
STATION (FT)
EEP Project #D 06054 -E 35

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Table C 6 - R2 PXS -2 Dimension Data
As Bedt
MYI 2008
MY2 2009
MY3 2010
MY4 2011
MYS 2012
Station
Elevation
Desch Icon
Station
Elevation
I Desch non
Station
Elevation
Dmintition
Station
Elevation
Delon tmn
Station
Elevation
Dean ton
Station
Elevation
Desch non
1989
499
xtal
1088
4989
R2PXS2
1989
49895
XSLPD9
1992
498982
L In
1518
488926
S%S
1992
498982
XSLP
2029
49898
xa2
19%
49895
R2PXS2PR
2021
49886
%S
2181
49897
Ground
1984
498852
SXS
2001
499067
XS
2554
49856
2007
49887
R2PXS2
2109
4991
XS
26W
498605
Ground
199
4988%
SLPXSLP
2087
499103
XS
W79
49838
Qpn2tb
21M
49802
R2PXS2
2283
49886
XS
3116
498415
Ground
2112
498992
SXS
2496
498721
XS
3353
49734
x42
24 5]
49872
R2PXS2
2325
49859
XS
3463
496916
Ground
23M
498784
(XS)XS
2855
496848
xS
3497
49671
xa2w
275]
49858
R2PXS2
2549
498"
XS
366
495874
Ground
2769
498824
S %5
3032
498484
XS
3519
49858
xa2
3108
49837
R2PXS2
2867
49841
XS
3867
496556
Ground
2965
408571
(XS)XS
3175
498124
%S
3591
49625
0xa2
3192
49811
R2PXS2
2887
49833
XS
4135
497284
Ground
312
498314
SXS
3192
497849
%S
W73
49563
r2pn2
329
49753
R2PXS2
2967
49848
XS
"8
497865
Ground
3215
49807
5 %S
3297
497628
%S
3771
49608
r2.x.2
3501
49678
R2PXS2
3063
49828
XS
4754
498248
Ground
3242
497795
S %S
3311
49773
xS
3861
49641
r2p.2
3611
49593
R2PXS2
3195
49804
XS
5169
498342
Ground
3321
497505
(XS)XS
8369
4974
x5
3895
49668
xisZw
3832
49587
R2PXS2
3277
49784
%S
5863
498654
Ground
3381
49720/
(XS)XS
3393
496886
XS
3978
49689
3669
49579
R2PXS2
m 07
49748
XS
6358
498572
GreuM
3459
496 747
XS
3413
497 046
%5
4085
49686
xa2
3739
49589
R2PXS2
M an
n)718
%S
6428
498576
R pli,
353
498M
(XS) XS
3469
496 686
%5
4154
49725
Q x42
3881
49638
R2PXS2
3498
49676
xS
3595
496001
SXS
3522
4962%
%S
42 64
49744
zs2
4062
49675
R2PXS2
35 5
496 34
%S
W47
495 895
(XS)XS
3603
496 083
XS
4615
49798
x42
4063
49672
R2PXS2
3605
49608
XS
3741
496045
XSXS
3673
496016
XS
5064
49824
xa2ob
4071
49688
R2PX52NS
3851
49592
XS
3797
496187
SXB
377
496 3D8
p S
5763
4985
d¢
4098
49682
R2PXS2
3732
49605
%S
3846
496457
(XS)XS
3879
496739
%S
6381
49854
4121
49716
R2PXS2
3819
49639
XS
M37
498892
SXS
397
497062
XS
6431
49859
41 87
49739
R2PXS2
3882
496 an
%S
4015
496 872
(XS) %S
40 57
497 286
xS
4392
49771
R2PXS2
4008
49705
XS
4073
497012
(XS)XS
4193
197543
XS
461
49817
R2PXS2
4139
49735
M
4082
497217
(XS)XS
4338
497743
XS
48
49839
R2PXS2
4197
48752
XS
4184
497321
(XS)XS
0.583
498143
xS
5307
498 41
R2PXS2
4364
497 69
XS
43 63
497638
5X5
48 51
498 339
%S
6119
49855
R2P —XS 2
4603
498
%S
4653
498037
SXS
5083
498317
%S
6428
49856
R2PXS2PR
4895
49818
XS
5064
498223
(XS)XS
5446
498531
XS
6568
49858
R2P %52
5272
49833
%5
5571
498 51 B
(XS)XS
5837
498 692
XS
9063
19856
R2P X S2
5702
4985
%S
6153
498527
5X5
6196
498558
XS
8018
49851
XS
6435
498568
SRP XSRP
MT)
OBB 558
XS
6363
49858
%S
645/
0.98497
5X5
6/25
1986/]
XSRP
6415
49858
XSRP09
677
4986"
(XS)XS
631
49859
XS
Banldell Width
R
32 11
Bankfoll Width
(ft)
336
Bankfull Width
R)
36 9
Bankfull Width It
249
Bankfidl Width
ft
34 7
Bankfo0 Width
fl
20
Bankfull Cross
Scctional Area R)
24 12
Bankfull Cross Sectional Area ft
24 12
Bankfidl Cross Sectional Area ft
2496
Bankfull Cross Sechonal Area fl
2283
Bankhdl Cross Sectional
Area ft
251
BIN Cross Sectional
Area fl
22
Bankfall Mean D th ft
075
Bank dl Mcan Depth fl
072
Bankfull Moan dt ft
068
Bankfull Mean D R
092
Banldidl Mean (ft)
0 7
Ban.,' Mean D fl)
1 0
BanNnll Max D th (ft)
267
Banidull Max D to fl
276
Bad ll Max (fl)
259
Bankfull Max D th ft
2 47
Bankhdl Max (ft)
26
Banldull Max Depth fl
23
Flood Prone Width fl
Flood Prone Width ft
Flood No. Width R)
Flood Pane Width fl)
Flood Prone Width fl)
Flood Prone Width ft
Entrenchment Ratio Nft
EntrtarJ mt Ratio fl/fl
Entrenchment Ratio (R/ft)
Entrenchment Ratio ft/fl
Entrenchment Ratio (ft/fl)
EranmrLment Ratio fl/fl
Wid 1h Ratio (ft/fl
WLdth/M Ratio Nfl
Wh th Ratio fl/fl)
Whd th Ratio fl/ft
Wtd th Ratio fl/ft)
WiddyDepth Ratio 111ft)
D50 mm
929
D50 mm
006
D50 mm
0 06
1 D50 mm
0 06
D50 mm
006
D50 mm
006
D84 mm)
1466
D84 mm)
989
D84 mm
006
1 D84 mm)
0 06
DU mm
0 06
D84 mm
7 5
EEP Project #D 06054 -E 36

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Figure C 7 - R1 Longitudinal Profile Sheet 1
EEP Project #D 06054 -E 37
601W Reach 1
Monitoring Profiles Sheet 1
535
533
x x
Y Y 3ix
x • •
x
x •x
x N
x
• •x•
%
x
" •
, • A
_,
x
A x•
Y Y x x x
x
Debris Jam with
`•♦ '
x._A ' • x•x•'Y • • • x j
% %x
backwater (typical)
_ ♦
. • . A A • x L •
. • xx
•
531
•
A A x x i. A
_k. • x
X.
x
•.• x.An •
• %• •• . % x Y
A A,
x
• x x A x • ■
#
Y
•
x
- t•
i
• • x x
x
A ♦ . •
x x
+'
529
x
A 'n' X x ♦�A— `
• •_ ♦ Ax°x.i'•
x x- Y
x x. • x • 1.• x
♦
q ♦ �• % x
•
•. X. A. x ♦ A
W
♦ A xtx •x • x• x x
-
- rA x A x • x x
x •
\
.Ax N
Y
♦ !x x x %
%
i x x� x• • • x
i
h• x • x
• x
\ ��
A, ♦ A. x • x x
\ � x �
!bx ♦ * x x : • x •• •x x. .
•
527
� ♦ •x • x
_ x x
TW - As Built
TW - MYl TW - MY2
A _ ♦ i
Y
TW - MY4
- TW - MY3 TW - MY5
!
-
— WS - MY1 —WS-MY5
TOB - As Built
y
525
♦ TOB - MY1 x
TOB - MY2 TOB - MY3
. TOB - MY4
TOB - MY5
523
10000
10100
10200
10300 10400 10500
10600 10700 10800 10900
Station (ft)
EEP Project #D 06054 -E 37

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Figure C 8 - R1 Longitudinal Profile Sheet 2
EEP Project #D 06054 -E 38
601W Reach 1
Monitoring Profiles Sheet 2
529
x
%
x
x
x
x k x
k
x r
k x
x
x
r
TW - As Built - - --
TW - MY1
TW - MY2
527
x
•
x
x
TW - MY4
TW - MY3
TW - MY5
%
%
x• 4.
• %
WS - MY1
WS - MY5
TOB - As Built
♦ %
•
525
'
♦
r4. % ♦
• M
TOB - MY1
TOB -MY2
TOB - MY3
4t _
r
- • °4 4 4
'
♦ i ♦ x
� %p x •% r
- � -
x- �• °x
x %
-`r • • • k
. „ .
o TOB MY4
TOB - MYS
4 ` . • x
♦Y
_ s>w • •
4x r •ei
-4x r
♦ �r AJ x
m
>
523
?'
x � x
♦% A. % r x
W
AL 4 x
x r
V
4
♦ -
j
-
A, x4
_
Um
• lix r
% r
x % x
A
521
� x
4
4
r
r x • %
x ♦
r
k
4
x r o
%
4
x
_
4 4
4 x r
519
VrI
r
517
10900
11000 11100
11200 11300 11400
11500
11600
11700
11800
Station (ft)
EEP Project #D 06054 -E 38

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Figure C 9 — R2 Longitudinal Profile Sheet
EEP Project #D 06054 -E 39
601W Reach 2
Monitoring Profiles Single Sheet
Yk
♦ !`XX 0X x
x
504
x YX
x xx xxx
j'
x x �
x
x
� i�. x x x �Ic
X xXxx > #
x
x x
X
Xxx X i
x
xxx
x x
x Debris jams caused by willow growth in channel
♦ x
.At • K x'
x x
x x x x (typical)
502
.X
xxx
-x • •X
X- ♦ x x
xx
XX
x* * x x x
-
-
-X xx x
♦ • 1_0 xXxxxxxxx
.♦ •x
x W
_ x x
i •
�' ♦` '1E "X_ *X
xx xx
i i<t z x x X x
��
! •♦ x 0 �`
ids
• x x" xx x
- ♦♦ . • �♦ x x x xx'tE x
500
�KcX XX X X* x x
r
x
X
x x
r (•'♦ x
f• ♦. • ♦�� F♦ �• ♦.•x X x xx
X
��
x x
x
x
x x
♦ _x ♦ xx
♦- ♦.
xx x x
"x x
x x:
x x x
x x x
' x♦ x•
X'x K X
xx
X.
x x x
X.
1 X X
X' YC
X
X»
*;C x
��
G
498
♦
• A
x
3 ?X
41
x
X. x• x is x'� x
0!
R _xx x x _ x
W
♦ •
— — TW - As Built
- TW - MY1
I
_ ♦ '• xx
496
R ♦�
TW - MY2
TW - MY3
xx
TW - MY4
TW - MY5
494
- .... ... WS - MY1
WS - MY5
x TOB - As Built
x TOB - MY1
1
TOB - MY2
TOB - MY3
492
• TOB - MY4
TOB - MY5
490
13000
13200
13400
13600 13800 14000
14200
14400 14600
Station (ft)
EEP Project #D 06054 -E 39

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Figure C 7 - RI RXS -1 Pebble Count
100.0%
90.0%
80.0%
70.0%
60.0%
a 50.0%
r 40.0%
30.0%
E 20.0%
10.0%
0.0%
r figure u z; - m rxN-t rebbie count
Pebble Count 601 W R1 PXS -1
Pebble Count 601 W R1
RXS -1
11•
m MY1 (2008)
11•
1 1
1
100.0%
90.0%
+�
80.0%
--o— Asbuilt (2008)
X
70.0%
U
60.0%
— N— MY1 (2008)
d
50.0%
or
-- 1r —MY2 (2009)
40.0%
—1/ —MY 3 (2010)
75
30.0%
— -MY4 (2011)
v
20.0%
10.0%
-•� -MY 5 (2012)
0.0%
,oN
115 X00 000 000 000
000 000 000
0.
0. 0. 1,. g. 3ti.
,y1,�• hy�,.
Particle Size (mm)
100.0%
90.0%
80.0%
70.0%
60.0%
a 50.0%
r 40.0%
30.0%
E 20.0%
10.0%
0.0%
r figure u z; - m rxN-t rebbie count
Pebble Count 601 W R1 PXS -1
0'�'y 'Lti� 5p0 000 000 000 000 000 000
ti
Particle Size (mm)
EEP Project #D 06054 -E 40
11•
m MY1 (2008)
11•
1 1
1
X
-
r�
0'�'y 'Lti� 5p0 000 000 000 000 000 000
ti
Particle Size (mm)
EEP Project #D 06054 -E 40

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Figure C 9 - R2 RXS -1 Pebble Count
Pebble Count 601 W R2 RXS -1
100.0%
Pebble Count 601
W R2
RXS -2
100.0%
-�
90.0%
90.0%
--o-- Asbuilt (2008)
80.0%
70.0%
—� —MY1 (2008)
60.0%
--*.—MY2 (2009)
80.0%
v
OJ 50.0% —
40.0%
30.0%
u 20.0%
—+O—MY 3 (2010)
—40—MY4 (2011)
MY 5 (2012)
--O— Asbuilt (2008)
70.0%
U 60.0 %
a 50.0%
40.0%
MY1 (2008)
MY2 (2009)
—04--MY 3 (2010)
0.0%
�g1 L'b �p0
p. p. 43 1. g. 1b1 . 1LIlb 41 �oN$
Particle Size (mm)
.7 30.0%
20.0 %
10.0%
- -E—MY4 (2011)
-= MY 5 (2012)
0.0%
�g1 y0h 5p0 Qp0 o 021 QI0 pp0 PIP
0• 0• 0• ti• s. 3ti• ,y,Lg.
hy'1,. Opg.
ti
Particle Size (mm)
Fi ure C 10 - R2 RXS -2 Pebble Count
Pebble Count 601
W R2
RXS -2
100.0%
-�
90.0%
--o-- Asbuilt (2008)
80.0%
70.0%
—� —MY1 (2008)
60.0%
--*.—MY2 (2009)
v
OJ 50.0% —
40.0%
30.0%
u 20.0%
—+O—MY 3 (2010)
—40—MY4 (2011)
MY 5 (2012)
10.0%
0.0%
�g1 L'b �p0
p. p. 43 1. g. 1b1 . 1LIlb 41 �oN$
Particle Size (mm)
EEP Project #D 06054 -E 41

MINOR
FZi111vr
80.0%
70.0%
60.0%
a 50.0%
Y 40.0%
3 30.0%
20.0%
U 10.0%
0.0%
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
rigure t- i i - t" rxa -i reMe t-ount
Pebble Count 601 W R2 PXS -1
13g1 y0,5 X00 000 000 000 000 000 000
C3 13 Particle Size (mm)
Fieure C 12 - R2 PXS -2 Pebble Count
Pebble Count 601 W R2 PXS -2
100.0
--*—MY2 (200)79)
MY4 (2011)
90.0%
80.0%
— 0—Asbuilt (2008)
70.0%
w 60.0%
w
50.0%
40.0%
13g1 y0,5 X00 000 000 000 000 000 000
C3 13 Particle Size (mm)
Fieure C 12 - R2 PXS -2 Pebble Count
Pebble Count 601 W R2 PXS -2
100.0
90.0%
80.0%
— 0—Asbuilt (2008)
70.0%
w 60.0%
w
50.0%
40.0%
—f— MY1 (2008)
— # —MY2 (2009)
--X--MY 3 (2010)
_>
30.0%
E
�I�MY4 (2011)
v 20.0%
- .- - MY 5 (2012)
09#
10.0
0.0%
0''1 �Lg X00 000 000 000 000 000 000
0. 0. 0. 'L• g. 3'L• ,y0,g• 0,. �Oag.
Particle Size (mm)
EEP Project #D 06054 -E 42

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Appendix D - Site Photos
Table of Contents
Photo Points 44
Problem Area Photos 54
Vegetation Photos . ..... .................. 61
List of Photos
Photo Point 1.
45
Photo Point 2
45
Photo Point 3 ......
... ....... ........... 46
Photo Point 4
.. . .. . . 46
Photo Point 5
47
Photo Point 6 ... .... ....
...... 47
Photo Point 7 ......
. .......... ...... . . . 48
Photo Point 8
.48
Photo Point 9 ...
.. ... 49
Photo Point 10
49
Photo Point 11..
50
Photo Point 12 . . .. ........ .... ..... ....
.. 50
Photo Point 13
51
Photo Point 14
51
Photo Point 15
....... 52
Photo Point 16
52
Photo Point 17
53
Problem Area Photo MY4 -PA9 ...... . . .
54
Problem Area Photo MY2 -PA3
............... 54
Problem Area Photo MY5 -PA1
55
Problem Area Photo MY5 -PA2
55
Problem Area Photo MY4 -PA 10
56
Problem Area Photo MY4 -PA6 (2012)
56
Problem Area Photo MY4 -PA6 (2011)
. ...... .. 57
Problem Area Photo MY4 -PA8
.57
Problem Area Photo MY4 -PA 11 . .........
......... ...... 58
Problem Area Photo MY4 -PA 12
....... .58
Problem Area Photo MY4 -PA 13 ....
......... 59
EEP Project #D 06054 -E 43

Problem Area Photo MY3 -PA4
Problem Area Photo MY3 -PA5
Photo D l a- Vegetation Plot W 1 Spring 2012
Photo D lb - Vegetation Plot W1 Fall 2012
Photo D 2a - Vegetation Plot W2 Spring 2012
Photo D 2b - Vegetation Plot W2 Fall 2012
Photo D 3a - Vegetation Plot W3 Spring 2012
Photo D 3b - Vegetation Plot W3 Fall 2012
Photo D 4a - Vegetation Plot W4 Spring 2012
Photo D 4b - Vegetation Plot W4 Fall 2012 .
Photo D 5a - Vegetation Plot W5 Spring 2012 .
Photo D 5b - Vegetation Plot W5 Fall 2012
EEP Project #D 06054 -E 44
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
59
60
. . . 61
61
63
63
...... 64
61
64
63
. ....... ... ......... 63
64

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Photo Points
Photo Point 1
Photo Point 2
EEP Project #D 06054 -E 45

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 3
Photo Point 4
EEP Project #D 06054 -E 46
ing Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 5
Photo Point 6
EEP Project #D 06054 -E 47
Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 7
Photo Point 8
EEP Project #D 06054 -E 48
ing Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 9
Photo Point 10
EEP Project #D 06054 -E 49
Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 11
Photo Point 12
EEP Project #D 06054 -E 50
Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 13
Photo Point 14
EEP Project #D 06054 -E 51
Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 15
Photo Point 16
EEP Project #D 06054 -E 52
Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
Photo Point 17 (repaired cross vane)
EEP Project #D 06054 -E 53
Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Problem Area Photos
MY4 -PA9 - Stream Obstruction
MY2 PA3 - Diversion channel 45 feet of left bank from channel blockage
EEP Project #D 06054 -E 54

601 West Mitigation Site
Annual Monitoring Report for 2012
MY5 -PA1 - Diversion channel cutting 30 feet of left bank from channel blockage
MY5 -PA2 - Diversion channel cutting 40 feet of right bank from channel blockage
EEP Project #D 06054 -E 55
Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
MY4 -PA10 — channel obstruction
MY4 -PA6 — failed sill log (flooded in photo from 9/20t2)
EEP Project #D 06054 -E 56
Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
MY4 -PA6 — failed sill log (photo from MY4 2011)
MY4 -PA8 Diversion channels cutting 140 feet of both banks, no woody vegetation
EEP Project #D 06054 -E 57
ing Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
Year S)
MY4 -PA11 Channel obstruction
MY4 -PA12 Channel obstruction
EEP Project #D 06054 -E 58

601 West Mitigation Site
Annual Monitoring Report for 2012
MY4 -PA13 Channel obstruction (breached by monitoring team)
MY3 -PA4 Beaver dam (breached by monitoring team)
EEP Project #D 06054 -E 59
Pring Year 5)

601 West Mitigation Site
Annual Monitoring Report for 2012
MY3 -PA5 Beaver dam (breached by monitoring team)
EEP Project #D 06054 -E 60
Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Vegetation Photos
Photo D la - Vegetation Plot W1 MY5 Spring 2012
Photo D 2b - Vegetation Plot W1 MY5 Fall 2012
EEP Project #D 06054 -E 61

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Photo D 3a - Vegetation Plot W2 Spring 2012
Photo D 4b - Vegetation Plot W2 Fall 2012
EEP Project #D 06054 -E 62

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Photo D 5a - Vegetation Plot W3 Spring 2012
EEP Project #D 06054 -E 63

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Photo D 4a - Vegetation Plot W4 Spring 2012
Photo D 4b - Vegetation Plot W4 Fall 2012
EEP Project #D 06054 -E 64

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Photo D 5a - Vegetation Plot W5 Spring 2012
EEP Project #D 06054 -E 65

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Appendix E - Vegetation Data
Table of Contents
Table E 1
— MY5 (2012) Plot W1 Data .......................... .... ..
63
Table E 2
— MY5 (2012) Plot W2 Data.
.63
Table E 3
— MY5 (2012) Plot W3 Data
68
Table E 4
— MY5 (2012) Plot W4 Data
68
Table E 5
— MY5 (2012) Plot W5 Data .. .........................
69
EEP Project #D 06054 -E 66

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table E 1 - MYS 2012 Plot WI Data
Table E 2 - MY5 (2012) Plot W2 Data
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
Vigor
X m
Y m
mm
cm
cm
mm
cm
cm
1
QM
0.80
9.56
9.68
267
15
4
346
22
4
2
FP
0.82
2.35
29
229
18
4
4
306
24
4
4
3
AT
1.84
7.17
4.03
4
BN
2.81
4.45
6.50
396*
36
4
4
396*
56
4
4
5
BN
3.44
9.80
0.16
6
BN
3.95
2.15
9.11
467*
51
4
3
467*
76
4
4
7
AT
4.50
7.63
2.53
8
CO
5.03
5.41
12
112
4
20
113
4
9
AT
6.55
2.96
7.04
10
QM
7.14
8.45
0.21
11
BN
7.80
5.92
9.30
295
29
4
295*
62
4
12
BN
7.99
0.26
3.03
370*
71
4
370*
110
4
13
BN
8.81
1 3.92
5.71
313
31
4
313*
1 59
1 4
Table E 2 - MY5 (2012) Plot W2 Data
* No attempt to measure height
EEP Project #D 06054 -E 67
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
X (m)
Y (m)
(mm)
(cm)
(cm)
(mm)
(cm)
(cm)
1
BN
0.53
9.68
267
15
4
346
22
4
2
QP
0.55
1.26
296
24
4
388
36
4
3
QP
1.14
4.03
4
QM
2.18
6.50
15
207
8
4
290
21
4
5
QN
3.15
0.16
6
BN
3.19
9.11
368
31
3
368*
46
4
7
QN
3.92
2.53
8
Q
4.53
4.79
9
QN
5.38
7.04
10
BN
5.93
0.21
11
QN
6.20
9.30
12
Q
6.76
3.03
13
QP
7.55
5.71
14
Q
8.55
8.61
15
QM
9.35
2.49
* No attempt to measure height
EEP Project #D 06054 -E 67

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table E 3 - MYS 2012 Plot W3 Data
Table E 4 - MY5 (2012) Plot W4 Data
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
X (m)
Y (m)
(mm)
(cm)
(cm)
(mm)
(cm)
(cm)
1
FP
1.03
0.93
1
262
17
4
287
24
4
2
FP
1.09
3.13
2
269
17
4
323
25
4
3
FP
1.24
5.18
27
220
12
3
272
21
4
4
QP
1.60
7.62
4
FP
1.24
9.52
347
25
4
5
CO
3.59
2.73
8
63
3.19
4
11
72
35
4
6
CO
3.88
5.11
6
FP
3.23
2.07
418*
31
4
7
QP
4.46
7.64
18
200
6
4
274
18
4
8
BN
4.49
9.89
8
383
26
3
383*
43
4
9
QP
5.79
1.22
9
286
15
4
11
393
23
4
15
10
FP
6.08
3.36
10
340
27
4
340*
43
4
11
QN
1 6.40
5.85
20
221
10
4
310
18
4
12
FP
6.90
8.01
12
386
38
4
386*
56
4
13
QN
8.30
0.45
13
BN
7.66
1.94
14
QM
8.73
3.18
1
15
8.00
4
0
15
QN
9.13
6.14
15
BN
8.14
6.45
16
QN
1 9.55
9.00
16
QN
8.53
4.13
Table E 4 - MY5 (2012) Plot W4 Data
* No attempt to measure height
EEP Project #D 06054 -E 68
Spring Data
Fall Data
Notes
N
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
X (m)
Y (m)
(mm)
(cm)
(cm)
(mm)
(cm)
(cm)
1
QM
0.78
4.93
2
QM
0.89
2.23
3
1 FP
1.08
7.25
1 424
38
4
424*
57
4
4
FP
1.24
9.52
347
25
4
347*
44
4
5
FP
3.19
4.56
471 *
35
4
471 *
58
4
6
FP
3.23
2.07
418*
31
4
418*
38
4
7
QN
3.35
7.24
290
19
4
290*
34
4
8
QN
3.44
9.60
9
QN
5.52
2.19
11
185
5
4
15
247
9
4
10
AT
5.59
6.79
11
Q
5.60
4.41
12
AT
5.69
9.01
13
BN
7.66
1.94
14
Q
8.00
8.32
15
BN
8.14
6.45
16
QN
8.53
4.13
17
FP
9.95
1.79
* No attempt to measure height
EEP Project #D 06054 -E 68

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Table E 5 - MY5 (2012) Plot W5 Data
* No attempt to measure height
EEP Project #D 06054 -E 69
Spring Data
Fall Data
Notes
No
Species
Coordinates
ddh
Height
DBH
Vigor
ddh
Height
DBH
Vigor
X m
Y m
mm
cm
cm
mm
cm
cm
1
BN
2.08
7.73
420*
40
4
420*
57
4
2
QM
2.19
5.29
4
25
4
0
Browsed
3
AT
2.47
2.69
4
FP
2.92
0.20
281
21
4
359
34
4
5
QM
4.40
9.95
327
26
4
327*
42
4
6
QM
4.74
3.46
28
246
15
4
309
27
4
7
QN
4.75
7.82
8
CO
4.80
5.61
9
QM
4.96
1.26
317
26
4
317*
42
4
10
CO
7.14
0.80
11
CO
7.18
8.09
5
29
4
5
27
1
Browsed
12
BN
7.20
3.16
374*
33
4
374*
47
4
13
CO
7.23
5.55
4
4
14
QP
9.25
9.55
15
214
6
3
301
12
4
15
BN
9.56
4.46
308
20
4
416
27
4
16
BN
9.62
7.05
292
16
4
387
25
4
17
QP
1 9.66
1 1.97
252
9
4
1 327
1 18
4
* No attempt to measure height
EEP Project #D 06054 -E 69

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Appendix F - Rainfall Data
EEP Project #D 06054 -E 70

EBX 601 W MY 5 2012 Rainfall Daily Summary
Date Rainfall
9/27/2011
014
9/28/2011
007
9/30/2011
001
10/11/2011
053
10/12/2011
016
10/13/2011
009
10/18/2011
1 81
10/19/2011
021
10/26/2011
001
10/28/2011
003
10/29/2011
037
10/30/2011
001
11/2/2011
001
11/3/2011
018
11/4/2011
057
11/8/2011
001
11/10/2011
010
11/12/2011
001
11/16/2011
008
11/17/2011
018
11/19/2011
001
11/21/2011
002
11/22/2011
001
11/23/2011
072
11/25/2011
001
11/27/2011
002
11/28/2011
080
11/29/2011
021
12/2/2011
001
12/5/2011
004
12/7/2011
028
12/18/2011
001
12/20/2011
002
12/21/2011
018
12/22/2011
016
12/23/2011
001
12/26/2011
001
12/27/2011
085
1/8/2012
026
1/9/2012
053
1/10/2012
001
1/11/2012
037
1/17/2012
039
1/18/2012
017
1/20/2012
012
1/21/2012
0 56
1/23/2012
015
1/24/2012
001
1/25/2012
001
1/27/2012
036
2/2/2012
026
2/4/2012
007
2/5/2012
005
2/10/2012
001
2/16/2012
001
2/19/2012
044
2/22/2012
001
2/23/2012
007
2/24/2012
013
2/27/2012
009
3/1/2012
001
3/2/2012
045
3/3/2012
1 54
3/4/2012
015
3/6/2012
003
3/9/2012
015
3/13/2012
001
3/17/2012
013
3/18/2012
008
3/19/2012
001
3/22/2012
001
3/23/2012
007
3/24/2012
063
3/25/2012
001
3/30/2012
004
3/31/2012
1 07
4/2/2012
001
4/4/2012
093
4/5/2012
014
4/6/2012
023
4/18/2012
010
4/19/2012
001
4/22/2012
083
4/25/2012
011
4/27/2012
050
EEP Project #D 06054 -E 71
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
4/30/2012
001
5/9/2012
1 58
5/13/2012
033
5/14/2012
096
5/15/2012
007
5/17/2012
005
5/22/2012
044
5/23/2012
018
5/28/2012
034
5/29/2012
037
5/30/2012
006
6/1/2012
065
6/3/2012
001
6/4/2012
001
6/5/2012
011
6/11/2012
163
6/12/2012
018
6/13/2012
007
6/24/2012
063
6/26/2012
002
7/1/2012
070
7/2/2012
003
7/5/2012
046
7/9/2012
005
7/10/2012
053
7/12/2012
017
7/13/2012
016
7/14/2012
001
7/16/2012
004
7/17/2012
001
7/19/2012
002
7/20/2012
002
7/21/2012
005
7/24/2012
061
7/25/2012
013
7/28/2012
013
7/31/2012
009
8/1/2012
014
8/2/2012
034
8/3/2012
001
8/6/2012
004
8/7/2012
1 19
8/8/2012
1 76

8/9/2012
147
8/10/2012
003
8/13/2012
001
8/17/2012
062
8/19/2012
121
8/20/2012
051
8/21/2012
007
8/25/2012
001
8/28/2012
022
8/29/2012
027
8/30/2012
001
9/3/2012
070
9/4/2012
074
9/6/2012
018
9/8/2012
013
9/9/2012
001
9/11/2012
001
EEP Project #D 06054 -E 72
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year S)
Appendix G - Morphology Table
EEP Project #D 06054 -E 73

Parameter
Dimension
BF Width (ft)
Floodprone Width (ft)
BF Cross Sectional
Area (ft )
BF Mean Depth (ft)
BF Max Depth (ft)
Width/Depth Ratio
Entrenchment Ratio
Bank Height Ratio
Substrate
d50 (mm)
d84 (mm)
Parameter
601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
Reach 1 Morphology and Hydraulic Monitoring Summary
601 W R1 RXS -1 601 W RI PXS -1
Riffle Pool
MYO
MYI
MY2
MY3
MY4
MY5
MYO
I MY
MY2
MY3
MY4
MY5
1400
1442
1106
883
97
86
3342
3467
2624
241
278
296
8340
834
834
834
834
834
-
-
-
-
-
-
7 84
7 954
67157
698
681
63
3171
2937
2643
273
263
272
056
055
061
079
07
072
095
085
101
113
095
092
160
164
149
133
14
131
278
307
231
242
245
25
2499
2614
1821
11 17
1386
1191
-
-
-
-
-
-
5 96
578
754
945
860
11
-
-
-
-
-
-
100
100
100
100
100
1
-
-
-
-
-
-
1628
400
006
0 06
0 019
0 28
7 12
1 3 50
3 00
7 43
5 13
462
Med
3122
2887
0 06
0 06
20 95
10 75
13 76
27 30
22 60
27 3
16
1075
33
MYO
(2008)
MY1
(2008)
MY2
(2009)
MY3 (2010)
MY4
MY5(2012
Pattern
Min
Max
Med I
Mm
Max I
Med
Mm
I Max
Med
I Mm
Max
Med
I Mm
Max
Med
Min
Max
Med
Channel Beltwidth (ft)
2037
4783
3195
22
50
33
27
44
41
171
4489
3419
20
43
35
20
44
35
Radius of Curvature (ft)
968
3337
2266
12
35
25
14
37
25
103
34 1
2097
12
35
22
12
35
22
Meander Wavelength
(ft)
8327
12415
1087
85
130
103
86
135
109
577
14122
103
80
131
106
76
133
106
Meander Width ratio
1 455
3 416
2 282
1 528
3 472
2 292
2 451
4 005
3 665
1 93
508
3 87
206
443
3 61
21
1 45
3 7
Profile
Riffle length (ft)
1 18
4333
2777
2
45
30
107
7632
2245
121
5081
2467
124
54844
16 33
1
56
19
Riffle slope ( ft/ft)
00060
0 1377
00161
0 008
Oil
0 019
001
018
002
001
01599
0 017
00049
00835
00235
001
Oil
002
Pool length (ft)
1843
4938
2937
20
51
30
24
64
37
25
67
39
911
84 235
308
14
79
33
Pool spacing (ft)
38 67
8496
55 13
40
86
55
42
141
60
39
144
59
7 467
73 596
25 033
11
1 71
35
Additional Reach Parameters
Valley Length (ft)
1060
Channel Length (ft)
1221
1221
1221
1221
1221
1221
Sinuosity
1 152
1 152
1 152
1 152
1 152
1 152
Water Surface Slope ( ft/ft)
00070
00071
00071
N/A
N/A
N/A
BF slope (ft/ft)
00072
00071
00071
00079
00080
00079
Ros en Classification
C4
C4
C4
C4
C4
C4
Habitat Index*
N/A
N/A
N/A
N/A
N/A
N/A
Macrobenthos*
N/A
N/A
N/A
N/A
N/A
N/A
EEP Project #D 06054 -E 74

601 West Mitigation Site
Annual Monitoring Report for 2012
(Monitoring Year 5)
EEP Project #D 06054 -E 75
Reach
2 Morphology
and Hydraulic Monito ing Summary
Parameter
601 W R2 RXS -1
601 W R2 RXS -2
601 W R2 PXS -1
601 W R2 PXS -2
Riffle
Riffle
Pool
Pool
Dimension
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY
MYO
MYI
MY2
MY3
MY4
MY5
BF Width (ft)
1805
2064
2126
1858
216
175
1657
1920
2045
1141
1208
189
2526
24 15
2630
1999
2078
17
3211
3362
3691
2487
347
21
Floodprone Width (ft)
142
142
142
142
142
142
174
174
174
174
174
174
-
-
-
-
-
-
-
-
-
-
-
-
BF Cross Sectional Area (ft)
962
1259
1089
1061
11
114
1049
1389
1346
901
1060
119
2371
25 17
2224
2311
24 15
21 7
2412
24 12
2496
2283
25 12
22
BF Mean Depth (ft)
053
061
051
057
051
065
063
072
066
079
088
063
094
104
085
1 16
1 16
1 28
075
072
068
092
072
1 1
BF Max Depth (ft)
1 73
192
194
1 797
1 8
02 1
192
12
14
14
18
22
32
343
291
293
275
27
267
276
259
2 468
26
23
Width/Depth Ratio
3388
3385
41 52
3254
43
27
2618
2655
3106
1445
1377
30
2691
23 17
31 11
1729
1788
13
4274
4686
5459
2709
4793
19
Entrenchment Ratio
787
688
668
764
7
8
1050
906
851
1525
1440
9
-
-
-
-
-
-
-
-
-
-
-
-
Bank Height Ratio
1 00
100
100
100
100
100
100
1 00
100
100
1 00
100
-
-
-
-
-
-
-
-
-
-
-
-
Substrate
d50 (mm)
8 17
167
022
006
05
033
920
300
006
006
006
-
570
006
006
006
0 061
-
929
006
006
006
0 061
06
d84 (mm)
1600
965
965
965
80
714
1600
1399
006
006
1287
-
1130
621
006
006
101
-
1466
989
006
006
0 061
754
Parameter
MYO 2008
MY1 2008
MY2 2009
MY3 2010
MY4 2011
MY5 2012
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Channel Beltwidth (ft)
2292
7299
45 635
25
78
48
3273
8229
5303
2562
766
4957
2632
8045
513
27
80
51
Radius of Curvature (ft)
2164
429
2782
25
50
28
1882
4251
2399
202
4247
2541
1945
4587
2678
19
45
26
Meander Wavelength (ft)
10759
1585
12039
108
160
122
1038
1555
1213
8477
152
118 675
9861
1633
1253
96
160
124
Meander Width ratio
1 324
4 217
2 636
1 214
3 786
232
1 569
3 946
2 543
1 709
5 11
3 31
1 56
478
305
16
4 8
30
Profile
Riffle length (ft)
1804
764
2967
18
75
30
1051
68 17
2867
852
55 5
31 1
367
375
1422
5
44
19
Riffle slope (ft/ft)
00017
00279
00122
00022
0 026
0 013
0 004
0 039
0 012
0 004
0 068
0 013
0 004
0 071
00156
0 004
0 075
0 016
Pool length (ft)
2742
5912
4027
30
60
41
2304
155
4578
26
1201
434
733
1822
3466
13
167
37
Pool spacing (ft)
5326
12694
70 775
55
130
72
5722
1924
75 1
51 05
15582
7829
1 8
6219
1799
4
61
36
IMMENNIMERSEMMM
Additional Reach Parameters
Valley Length (ft)
1204
Channel Length (ft)
1458
1458
1458
1458
1458
1458
Sinuosity
1 211
1 211
1 211
1 211
1 211
1 2
Water Surface Slope ( ft/ft )
00050
00053
00053
N/A
N/A
N/A
BF slope ( ft/ft )
00046
00047
00047
00055
00047
00047
Rosgen Classification
C4
C4
C4
C4
C4
C4
Habitat Index*
N/A
N/A
N/A
N/A
N/A
N/A
Macrobenthos*
N/A
N/A
N/A
N/A
N/A
N/A
EEP Project #D 06054 -E 75