20070913 Ver 1_Year 5 Monitoring Report_20130327

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601 North Stream Restoration Project �O
Annual Monitoring Report
Monitoring Year: 2012
Monitoring Year: 5 C)
As -built Date: 2008
NCEEP Project Number: D 06054 -A
Submitted to:
NCDENR- Ecosystem Enhancement Program
1619 Mail Service Center
Raleigh, NC 27699 -1619
rY
1�eosystem
11 -111-
Prepared by:
North Carolina State University
Department of Biological and Agricultural Engineering
3100 Faucette Drive / Campus Box 7625
Raleigh, NC 27695 -7625
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DEW,- WArLK WALITY
Prepared for: WET:,AHDB A.N7 ST'Ofi': ` I: °,TE4 BPANCH
Environmental Banc and Exchange
909 Capability Drive Suite 3100
Raleigh, NC 27606
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NCDENR
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E N G 1 111 E E R I N G \
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601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
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 13 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 ...
10
3 3 Rainfall Data. .. . .. ...............
...12
4 0 Conclusions
13
Appendix A — As Built Survey ......................
14
Appendix B — MY4 Survey . ....... .
15
Appendix C — Profile, Cross Sections, and Pebble Counts
16
Appendix D — Site Photos .. ..... .
.... ............ . .
Appendix E — Vegetation Data.
.56
Appendix F — Rainfall Data
59
Appendix G — Morphology Table ........... ..............
66
EEP Project #D 06054 -A 1

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
1.0 Executive Summary
This Annual Monitoring Report documents the results of monitoring activities during the 2012
(MY5) growing season on the 601 North Stream Restoration Project Construction of the site,
including planting of trees, was completed in March 2008 The 2012 data documents results
from the fifth year of geomorphic and vegetation monitoring at the site
The design of the 601 North Stream Restoration Project involved a mayor stream restoration
After construction, it was determined that the project generated 3,036 feet of stream restoration
The As -Built Survey is included as Appendix B
This Annual Monitoring Report presents data from three vegetation monitoring plots, one crest
gauge, one rain gauge, six cross sections, approximately 3,000 linear feet of profile survey and
photographic reference locations, as specified in the approved Restoration Plan for the site
The NOAA Regional Rainfall database was used to validate the onsite automatic rain gauge
precipitation data Although dryer conditions typically develop during the second and third
quarters in this region, the entire 2012 monitoring year had normal rainfall at this site for The
total annual rainfall was 43 2 inches, allowing excellent vegetation growth but also creating
additional channel stability issues for the site as discussed in the problem area section.
The 2012 vegetation monitoring documented the surviving planted stem density for the plots
between 323 and 566 stems per acre The average density was 459 stems per acre. This
represents a survival rate of approximately 76% based on a baseline density of 608 stems per
acre. The site has achieved the final vegetative success criteria of 260 five -year -old planted
stems surviving per acre at the end of five years of monitoring Areas of the reach outside the
monitored plots that were slow in developing mature vegetation received supplemental tree
planting during the winter of 2011 -2012
At least two bankfull events were recorded during the MY 5 period The restored stream channel
has remained basically stable and is providing the intended habitat and hydrologic functions
The seven identified problem areas of concern will improve with the continued growth of
vegetation in the appropriate places. All monitored cross sections and the longitudinal profile
for 2012 display little adjustment in stream dimension.
EEP Project #D 06054 -A 2

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
2.0 Introduction
2.1 Project Description
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Figure 1 — 601 North Location Man
The 601 North site is located approximately 10 miles south of Monroe in Union County (see
Figure 1). The property is located off of McManus Circle, SR 2110, from Pageland Highway/US
Hwy 601 South. The property is accessed by a gravel farm road off McManus Circle.
The project is a restoration of approximately 3,000 linear feet of unnamed tributary to Wicker
Branch 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 for monitoring. Reach 1 stationing is summarized in Table
1. The 601 North site has a drainage area of 0.23 square miles in the upper section and 0.3
square miles in the lower section.
EEP Project #D 06054 -A 3

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
The dominant historic land use was originally timber production followed by intensive
agricultural 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 North Monitoring Reaches
`R %eacli'Name
,._
As B ilt Ike Ali ft� sA
M noitorinSta_tions_ _
n
Restoration roach
-
UT /Reach 1
3,036
100 +21 - 130 +31
Restoration (Priors I /II
Total
3,036
3,010
2.2 Project Objectives
The 601 North 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 3,000 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 The last 1,000 feet of the project utilizes some Priority II approaches to
create a lower elevation flood plain in order to meet the required elevations at the confluence
with Wicker Branch Given the valley type VIII drainage, a C4 channel was chosen as the
design channel. Due to the coarseness of the native bed material, few structures were utilized in
the design
Monitoring of the 601 North site is required to demonstrate successful mitigation based on the
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 2012 (MY5)
The as -built data documented 3,036 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
EEP Project #D 06054 -A 4

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Hydrology.
• Re- establishing floodplain connection by raising bed elevations
• Increase flood storage by re- establishing floodplain
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 detntus, 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 North Site History
rz �Pro ectActiYity�andReportingHisto 'ryx
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
October 2010
December 2010
Year 4 Monitoring
September 2011
November 2011
Year 5 Monitoring
September 2012
December 2012
EEP Protect #D 06054 -A

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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
Three 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 North Planted Species
CoinuioriName
r'Scientific,Nai_n_e_= `�' `
` " Abbreviations
Paw Paw
Asimma tnloba
AT
River Birch
Betula mgra
BN
Shag Bark Hickory
Carya ovate
CO
Green Ash
Fraxmus pennsylvanica
FP
Swamp Chestnut Oak
Quercus michauxii
QM
Water Oak
Quercus mgra
QN
Willow Oak
Quercus phellos
QP
Unknown Oak
Quercus spp.
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
Flora of the Carolinas ", by Albert E Radford et al The vegetation monitoring protocol used for
EEP Project #D 06054 -A 6

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
collecting vegetation data was established for this project in 2000 by the Wetland Restoration
Program (WRP) and Karen Hall of NCSU
3.1.3 Results of Vegetation Monitoring
At 601 North, all of the surviving plot plantings are in excellent vigor with few exceptions.
Supplemental planting occurred outside of the monitored plots at areas with poor tree
establishment during the winter of 2011 -2012 There was no flowing water in the stream, and no
pools were observed The dominate shrub on this site is Groundsel tree (Baccharas halamrfolaa)
Throughout the N3 site, black berry vines are so dense that a bush axe was needed perform the
monitoring. No disturbance to the site was noted and supplemental plantings appear to be doing
fine
Original planting density, based on the three 0 01 hectare plots, (100 square meters) was 608
stems per acre The current density is 459 stems per acre which represents a survival rate of
approximately 76% The planted stems in the monitoring plots ranged from 323 to 566 stems
per acre. This site has met the interim success criteria of 360 stems per acre after three years and
has met the final criteria of 260 stems per acre after five years.
Table 4 - Baseline Stem Counts
e }xw
NoXittiMa, -2008 Baselin,
r,xxK`z�PLAtVTEDSPECIES
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=
ATE
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-
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1
9
1
2
3
14
N2
2
3
2
2
1
2
1
1
14
N3
5
4
2
3
5
TOTALS
3
2
17
TOTALS
2
9
2
14
7
4
4
3
45
Percent %
44
20
44
31 1
156
89
89
67
100
Table 5 - MV5 (2012) Stem Counts
�fi01 No tli September 2012
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-
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3
2
1
1
1
8
N3
4
3
5
2
14
TOTALS
0
9
0
14
6
2
3
0
34
Percent %
0
265
0
412
176
59
88
0
100
EEP Project #D 06054 -A 7

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
i awe b - itsasenne stems Der Acre
at
On BWTI-re r
m
�
4e,
7 f
RYN WCmq
N1
14
100
1076
00247
566
N2
14
100
1076
00247
566
N3
17
100
1076
0 0241
688
Totals.
'plot
45
300
3228
0074
Stems per
15
Average
608
Table 7 — MY5 (2012) Stems Der Acre
K�
11= -"a.Ah CM_ 1341� i "I
O"T"s W-1, 71-11,1- Plot ffie' "., -I=TIh7pesNW- 1--14' i difitz"O '7"2VI_%VrWM�r,-
POIT
fl, FI-1101 - H r- p-e-fraffi-r--oM,,
mom" "M R-1:3 IWLost -It
N 1 12 100 0 0000 485
N2 8 100 0 0000 323
N3 14 100 0 0000 566
Totals: Ttals: 34 300 0 0000
is
Stems er plot 11 3 Average 459
EEP Project #D 06054-A 8

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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 A mimmum of 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 aggradmg 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.
Hydrology
EEP Project #D 06054 -A 9

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
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 stable Most bank vegetation is established and providing the stability as
intended. The original coir matting is still in place but degrading as planned Water was in the
channel but flow was not present during the survey Stream features including pools and riffles
are remaining stable All structures appear to be stable Constructed riffles are holding grade
with no down cutting or headcuts observed
Cross Sections
The MY 5 survey data was collected in September 2012, and the results are presented in
Appendix C Cross sections appear to be stable
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 The
presence of water in the channel enabled a much improved survey of the profile and
identification of pools.
Hydrology
The maximum stage recorder apparatus for this site was impacted by ant infestation throughout
the year despite regular maintenance Therefore bankfull events could only be derived As
many as five bankfull events were documented by the crest gauge dimensions during MY5.
However, due to the ants in the device, these dimensions are suspect By correlating the largest
rainfall events at the site, the maximum stage recorder dimensions and debris wrack lines, we
can confirm that at least two bankfull events occurred The two largest rainfall events were
recorded in May 2012 and August 2012 Both events developed stages well above bankfull, as
evidenced by either the maximum stage recorder and/or debris wrack lines The probability of
five bankfull events occurring in one year is very low Therefore the remaining events were
probably not a bankfull event
EEP Project #D 06054 -A 10

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
3.2.4 Problem Areas
There were ten problem areas listed in the MY 4 (2011) monitoring report Eight of these have
been repaired with supplemental tree planting and appear to have recovered
The two remaining problem areas from the MY4 report are still problem areas, but from a
slightly different cause Along with these two problem areas five additional problem areas were
identified during the MY5 (2012) monitoring period for a total of seven current problem areas
within the reach
One of significant concern is MY5- PA2 which is the discovery of what appears to be aquatic
primrose (Ludwagaa hexapetala) an invasive aquatic plant in the stream at Station 110 +72
All of the remaining six problem areas are the result of the growth of the planted live stake trees
that are beginning to grow in and across the channel and create a debris blockage of in channel
flow. During high flow events this forces the flow into out -of -bank side channels that can
develop into a cutoff channel Some natural channel movement is to be expected but the areas
identified are significant enough to warrant observation during the winter rainy season.
These blockages and their diversion channels, while relatively ephemeral, provide a potential for
increased erosion, loss of stream stability and bed form
Both of the previously identified problem areas had a developing vegetative cover (due to the
repairs that were made) but were still particularly vulnerable to the out of bank flows and began
to create out of bank diversion or cutoff channels
Photographs of each problem area are included in Appendix D (pp 54 -57)
Table 8 - 601 North MY4 Problem Areas
ID
Year
Identified
Station
Description/
recommendation
MY5 -PA1
MY5
111+28— 111 +43
Out of bank channel developing
MY5 -PA2
MY5
110 +72
Invasive plants
MY5 -PA3
MY5
119 +10
Veg growing in channel
MY5 -PA4
MY5
119 +44 — 119 +95
Out of bank channel developing
MY5 -PA5
MY5
120 +06 —120+28
Out of bank channel developing
MY2 -PA9
j MY5
121 +53 — 122 +06
Out of bank channel developing
MY3 -PA10
I MY5
122 +74 — 123 +12
Out of bank channel developing
EEP Project #D 06054 -A 11

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
3.3 Rainfall Data
Rainfall data is collected by an automated rain gauge and confirmed with a manual rain gauge.
The site data was validated with NOAA Regional Rainfall Database which has rainfall data for
nearby locations. Rainfall data shows that normal rainfall occurred throughout the monitoring
period. The average monthly peak day for the 2012 monitoring period was 1.06 inches with a
maximum single day of 1.99 inches occurring in August. The average monthly rainfall amount
was 3.42 inches with a maximum of 9.06 inches occurring in December. The total rainfall for
the year at this site was 43.2 inches. Complete rainfall data is shown in Appendix F.
w
a
a
10
9
8
7
6
5
4
3
2
0
Figure 2 - MY5 2012 Rainfall Data Summary
601 North MY5 2012 Rainfall Summary
0 Monthly Total Rainfall
E Max Day for Month (in.)
■
06 �p
Month `(Sept 2012 partial month)
EEP Project #D 06054 -A 12

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
4.0 Conclusions
Overall stream dimension, pattern, and profile are stable with only minor erosional problem
areas Drought conditions that threatened vegetation in 2008 and 2009 have eased, and riparian
vegetation is flourishing with several consecutive years of normal rainfall This benefit has also
increased the frequency of out of bank diversion channels along the reach with their subsequent
negative impacts
Areas of poor vegetative establishment received supplemental planting in the winter of 2011-
2012
The entire channel had water but was not flowing during data collection All stream structures
appear stable and properly functional
Overall, once corrections to the current problem areas are addressed, the site will have achieved
the stream stability and vegetative success criteria specified in the Restoration Plan
EEP Project #D 06054 -A 13

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix A - As Built Survey
EEP Project #D 06054 -A 14

m
s
8
s
;S
RECORD SET FOR
60l NORTH
STREAM RESTORATION PROJECT
ENVIRONMENTAL BANC &EXCHANGE, LLC
UNION COUNTY, NORTH CAROLINA
STATE PROJECT NO.: D 06054 -A
UNION COUN
STATE OF NORTH CAROLINA
INDEX OF SHEETS
r ' F SHEET NO. DESCRIPTION
- F
1 TITLE SHEET
2 LEGENDS AND SYMBOLS
CIO
11YV.1
00 3 -6 GRADING PLAN AND PROFILE
cw�
7 TYPICAL CROSS SECTIONS
N O R T H C N R U l I N♦ iiiT Alr /ii PA
ry� 8 -10 PLANTING PLANS
PROJECT AREA nFde" my
PROJECT AREA �e
�
o The record drawings represent
M
N�
the construction plans with
sa' �UU adjustments made to represent
constructed conditions.
VICINTIY MAP LOCATION MAP
SURWY PREPARED BY.'
NC —EEP CONTACT: GUY PEARCE (919) 715 -1656
T�°•w, R.B. PHARR & ASSOCIATES, P.A. "•" KIMLEY —HORN AND ASSOCIATES CONTACT: DAREN PAIT, P.E. (919) 678 -4155
SURVEYING & MAPPING
241 POST OFFICE DR., UNIT A -2 ENVIRONMENTAL BANC & EXCHANGE CONTACT: NORTON WEBSTER (919) 829 -9909
• INDIAN TRAIL, N.C. 28079 TEL (704) 821 - 4029 DISTIL AREA: 85 ACre6
CENTERLINE E STATION 100+00 - LAT 34901018 LONG -80A7M
• PKIPMFD N 11E QFRZ OR CLIENT: `.S' °..qR'` ., 03/02/08 PROJECT:
STATE OF NORTH CAROLINA �. . o
Kimley -Horn ECOSYSTEM ENHANCEMENT PROGRAM : °P!`ESS�o `9' 0126 0Ng s01 NORTH
f ° SEAL E ■1
AL and Associates Inc. TITLE. F090000P JIK STREAM RESTORATION
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MftM ad ANd� wc., woe P1F10lEs 4 677-2D00 FAX: (W) 677 -20M DMP od )uNhmnt. mods �t � l th. co�ucted on d v11n ISEAL rapn•ent constructed oondltlonN. 1 OF Al

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PROPOSED BANK FULL ZONE 1 0
� PROPOSED CREEK
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---- PERMANENT CONSERVATION �! LOG VANE
ZONE 3 0 0
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012620009
ZOPE 1 gM
® CHANNEL BLOCK
® CHANNEL BACKFILL TTTTT� VERNAL POOL
' °'9F " "`�Q�:°
SURVEY LEGEND
— — — PROPERTY LINE
— — MAJOR CONTOURS
-- - - - - -- MINOR CONTOURS
EXISTING STREAM
CENTERLINE
.rYYYVWI. TREEUWE
PROFILE LEGEND
-- - - - - -- PROPOSED TOP OF BANK
-- - (L OF NEW CHANNEL
EXISTING GROUND- CENTER
NOTE BOTTOM OF POOL ELEVATION PROVIDED IS DEEPEST POINT IN
POOL AT STATKk1, NOT ACTUAL ELEVATION AT THE CENTERLINE
REFER TO PLAN AND CROSS SECTIONS SHEETS FOR OFFSETS.
POOLS SHOULD BE 'OVER DUG' BY V -1.5' TO ACCOUNT FOR
SEDIMENTATION.
"ETMFD N THE 07M OF:
Kimley -Horn
M a� and Associates, Inc.
r.0. BOX 3801!6 - RN-EX*i NoM cAFKX NA V%34-90E!
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STATE OF NORTH CAROLINA
STATE
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05/02/08
ECOSYSTEM ENHANCEMENT PROGRAM
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STREAM RESTORATION
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596 PROVIDED IS DEEPEST POINT IN
OF NEW CHANNEL POOL AT STATION, NOT ACTUAL
- - - - - - - - E)OSTING GROUND - CENTER ELEVATION AT THE CENTERLINE
REFER TO PLAN AND CROSS
CONSTRUCTED RIFFLE SECTIONS SHEETS FOR OFFSETS.
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592
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OF NEW CHANNEL POOL AT STATION, NOT ACTUAL
- - - - - - - - E)OSTING GROUND - CENTER ELEVATION AT THE CENTERLINE
REFER TO PLAN AND CROSS
CONSTRUCTED RIFFLE SECTIONS SHEETS FOR OFFSETS.
POOLS SHOULD BE 'OVER DUG' BY
1' TO ACCOUNT FOR SEDIMENTATION
592
588
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tl
e
Rim
t
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DRANSONS OF THE CHANNEL. FINAL GRADING WILL GIVE
THE CHANNEL A MORE 'NATURAL' APPEARANCE AND ALLOW
A SMOOTH TRINSIRON FROM E70STING CHANNEL TO
NEW CHANNEL
ALL EXISTING GROUND REPRESENTATIONS ARE APPROXIMATE.
ALL POOLS SMALL BE PRE -DUG 1' TO ACCOUNT FOR SEDIMENTATION
6 Bmmu
REQ'D 6 0' MIN 10 6'
1
20.1 1.2' 2.2' 12'
31 31
1
.1 3
0 2'
UPPER UT1 RIFFLE
STA 100+00 TO 108+50
6 0' MIN 14,V
L REQ 'D
31 23'
20:1
31
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201
1
TYPICAL LOCATION OF TOP OF CROSS
STREAM FLOW VANE. (SEE PROFILE SHEETS SW-03 TO
TOP @A_NKSBANKFULL SW-06 FOR SPECIFIC LOCATIONS)
_L SLOPE PER PROFILE
POOL — � - - -�
AVERAGE RIFFLE SLOPE -- - - - - -- — FLOW
- -____
SEE PROFILE _____—
Elm RIFFLE
LENGTH PER PROFILE SC pp
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STA 108+50 TO 130+87
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31
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601 NORTH
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s�
tl
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LEGEND
PROPOSED BANK FULL
10400
---H—
% PROPOSED CREEK
W
—"--
PERMANENT CONSERVATION
EASEMENT
( /, LOG VANE
L_ - -- -�
I
I
LEGEND
SURVEY LEGEND
— — — — PROPERTY LINE
— — MAJOR CONTOURS
-- - - - - -- MINOR CONTOURS
STREAM CENTERLINE
rYYYVWY' TREELINE
lqm-w�'
l'pQ n
°Jo-OQbc ca°; °„2�in^ °° 11
�. W
— z
i
I
PLANTING LEGEND
ZONE t 0
ZONE 2
ZONE 3 0 0
ZONE 4
.. 0 MUSTp�,�
� ut \l I TY
T
�QA O
ed o 3W ed >m
CxwTACr0r -G Cm"=
1- 800 -02496
FWMW w na.FFIM or PROJECT
STATE OF NORTH CAROLINA ,..�1N °� "moo <�,, 05/02/08
Kimley -Horn ECOsriTm ENHANCaENT PRcx RAM °e�� �a,��,49:: 01 srn NORTH
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PROPOSED BANK FULL
10400
---H—
% PROPOSED CREEK
—"--
PERMANENT CONSERVATION
EASEMENT
( /, LOG VANE
®
CHANNEL BLOCK
®
CHANNEL BACKFILL
VERNAL POOL
CONSTRUCTED RIFFLE
SURVEY LEGEND
— — — — PROPERTY LINE
— — MAJOR CONTOURS
-- - - - - -- MINOR CONTOURS
STREAM CENTERLINE
rYYYVWY' TREELINE
lqm-w�'
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STATE OF NORTH CAROLINA ,..�1N °� "moo <�,, 05/02/08
Kimley -Horn ECOsriTm ENHANCaENT PRcx RAM °e�� �a,��,49:: 01 srn NORTH
and Associates, Inc. RTC. �,`�;;; STREAM RESTORATION
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W
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3
LEGEND PLANTING LEGEND SURVEY LEGEND
PROPOSED BANK FULL ZONE 1 PROPERTY LINE
10+00 Q _ — _ — MAJOR CONTOURS
q PROPOSED CREEL( ZONE 2 © -- - -- - -- MINOR CONTOURS
----- PERMANENT CONSERVATION ZONE 3 o O — STREAM CENTERLINE A�IST
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® CHANNEL BLOCK ZONE 4�QpF+ V( \CITY p�la`
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a lo+r PROJECT
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601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Appendix B - MYS (2012) Survey
Figure B 1- 601 North Reach 1 Sheet 1
Figure B 2 - 601 North Reach 1 Sheet 2
EEP Project #D 06054 -A 15

a
0
Y
2
LEGEND
z
o
601N R1 RXS -1
DESIGN TOP OF BANK
_
STA: 103 +58 MONITORING ALIGNMENT (ALL YEARS)
2008 (MY1) THALWEG
EASEMENT
2008 (MY1) TOP OF BANK
104+00
- --
2009 (MY2) THALWEG
2009 (MY2) TOP OF BANK
2010 (MY3) THALWEG
\ _
F'
2010 (MY3) TOP OF BANK
F
2011 (MY4) THALWEG
zz
I,
--
2011 (MY4) TOP OF BANK
d
-
2012 (MY5) THALWEG
z
601N­R1
2012 (MY5) TOP OF BANK
Z
STA: 101 +43 r
wN�
Zx>
r
�o,Qry
v~iZ Z
Z
60 �V
a50<
oif S z
/.z6..
5 =
< < <
w�
ir
030
z
J
m
601N R1 RXS -2
''�a
'O• STA:110 +78
Ilh�
d U `1
LU
w Z v
W
UJ Ej-
Z
t�
Z
<D
601N R1 PXS -2
STA: 114 +17
z
2
z_
`
113 +00
0 cc Z
0 O Z)
Ir
Q O
U
y
w Z
>- p z
\
z O
O Z
SHEET 1
�6
SHEET 2
DATE
03/20/2009
PROJECT NO.
(� m
06054 -B
N o¢
FILENAME
601N.DWG
SHEET NO.
�
1 2
OF

�m
u91pp � �
IN I
0
601N R1 RXS -3
STA:121 +55
l
N
04
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
EASEMENT
\
601N R1 PXS -3 t
STA:126 +54
� 130 +9
w
F
Q
D
U
z
0
O
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I
Z
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DATE
03/20/2009
PROJECT NO.
06054 -B
FILENAME
601N.DWG
SHEET NO.
2 OF
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DATE
03/20/2009
PROJECT NO.
06054 -B
FILENAME
601N.DWG
SHEET NO.
2 OF

List of Photos
Photo C 1 - R1 RXS -1 Left Pin
601 North Mitigation Site
Photo C 2 - R1 RXS -1 Right Pin
Annual Monitoring Report for 2012 (Year 5)
Appendix C - Profile, Cross Sections, and Pebble Counts
Table of Contents
Photo C 4 - R1 PXS -1 Left Pin
601 North R1 RXS -1
18
601 North RI PXS -1
21
601 North RI RXS -2
24
601 North R1 PXS -2
27
601 North R1 RXS -3
30
601 North R1 PXS -3
. .............. .33
List of Photos
Photo C 1 - R1 RXS -1 Left Pin
. . ............. 18
Photo C 2 - R1 RXS -1 Right Pin
.. ...... 18
Photo C 3 - R1 RXS -1 Downstream
19
Photo C 4 - R1 PXS -1 Left Pin
21
Photo C 5 - R1 PXS -1 Right Pin .......
.... 21
Photo C 6 - R1 PXS -1 Downstream
. . . 22
Photo C 7 — R1 RXS -2 Left Pin
... ............. 23
Photo C 8 — R1 RXS -2 Right Pin . ....
24
Photo C 9 — R1 RXS -2 Downstream
.25
Photo C 10 — RI PXS -2 Left Pin
.. ....... .27
Photo C 11 — R1 PXS -2 Right Pin
27
Photo C 12 — R1 PXS -2 Downstream...
28
Photo C 13 — R1 RXS -3 Left Pin
30
Photo C 14 — RI RXS -3 Right Pin . ... .........
30
Photo C 15 — R1 RXS -3 Downstream..
31
Photo C 16 — RI PXS -3 Left Pin
......33
Photo C 17 — R1 PXS -3 Right Pin . ........
. .............. .. 33
Photo C 18 — R1 PXS -3 Downstream
........... . 34
EEP Project #D 06054 -A 16

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
List of Figures
Figure C 1 - R1 RXS -1 Cross Section Plot . ... ..........
Figure C 2 - R1 PXS -1 Cross Section Plot .....
Figure C 3 — R1 RXS -2 Cross Section Plot
Figure C 4 - R1 PXS -2 Cross Section Plot .
Figure C 5 — R1 RXS -3 Cross Section Plot ........
Figure C 6 — R1 PXS -3 Cross Section Plot ...... ....
Figure C 7 - R1 Longitudinal Profile Single Sheet ............. . . ...................
Figure C 8 - R1 Longitudinal Profile Sheet 1 ..... .................... .
Figure C 9 - R1 Longitudinal Profile Sheet 2
Figure C 10 - R1 RXS -1 Pebble Count.. .
Figure C 11 - R1 PXS -1 Pebble Count
Figure C 12 - R1 RXS -2 Pebble Count
Figure C 13 - R1 PXS -2 Pebble Count . ...............
Figure C 14 - R1 RXS -3 Pebble Count ......... ...........
Figure C 15 - R1 PXS -3 Pebble Count
List of Tables
19
22
25
28
31
34
36
37
.. ........... 38
39
39
40
40
41
41
Table C 1 - R1 RXS -1 Dimension Data. 20
Table C 2 - R1 PXS -1 Dimension Data .......................... 23
Table C 3 - R1 RXS -2 Dimension Data. 26
Table C 4 — R1 PXS -2 Dimension Data ........ 29
Table C 5 - R1 RXS -3 Dimension Data ... ............................... .... 32
Table C 6 - R1 PXS -3 Dimension Data . ............... 35
EEP Project #D 06054 -A 17

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
601 North R1 RXS -1
Photo C 1 - R1 RXS -1 Left Pin
Photo C 2 - R1 RXS -1 Right Pin
EEP Project #D 06054 -A 18

.I: @I
607.50
607.00
z606.50
O
>606.00
W
J
W
605.50
605.00
601 North Mitigation Site
2 (Year 5)
Photo C 3 - RI RXS -1 Downstream
i - xi KA3 -i %_ross section riot
601 N R1 RXS -1
BAs -Built
---o— BANKFULL
—— MY1 (2008)
— MY2 (2009)
Nun
—os--MY3 (2010) -
t MY4 (2011)
MY5 (2012)
223 228 233 238 STATION (F48 253 258 263
EEP Project #D 06054 -A 19

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Tahle C 1 - R1 RXS -1 Dimension Data
EEP Project #D 06054 -A 20

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
601 North R1 PXS -1
Photo C 4 - R1 PXS -1 Left Pin
Photo C 5 - R1 PXS -1 Right Pin
EEP Project #D 06054 -A 21

601 North Mitigation Site
2 (Year S)
Photo C 6 - RI PXS -1 Downstream
Figure C 2 - RI PXS -1 Cross Section Plot
601N R1 PXS -1
609.00
608.50
608.00 -
607.50 -+ -AS -Built
LL >
Z —
Ar
—` +— BANKFULL
607.00
p MY1 (2009)
a 606.50 — — MY2 (2009)
—w—MY3 2010
w 606.00 ( )
t j —40—MY4 (2011)
605.50 MY5 (2012)
605.00
50 60 70 80 90 100
STATION (FT)
EEP Project #D 06054 -A 22

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table C 2 - R1 PXS -1 Dimension Data
As Bait
MYI 008
MY2 009
MYJ 010
MYI 11
MYS 012
Station
Elevation I
Descn non
Station
Elevation
Descn Son
Station
Elevation
Descn uon
Station
Elemlion
Descn on
Station
Elevation
Deacn On
Station
Elevation
Descn on
5309
60842
r1 zit
12.96
60951
P %51
119
60961
PXS1
5198
608419
L In
2211
590165
SLPXSLP
5194
608441
XSLP
5526
80828
ri -I
2084
60888
PXS1
814
60984
P %St
5289
BOB 442
Grwnd
2403
59002
S%s
it 99
608418
XS
5831
6087
rl 7
2915
60878
PXS1
122
60948
P%s1
6125
607991
Grwnil
2654
Wit 764
XSXS
5469
608293
XS
6127
60793
rt Ron
384
60859
PX51
7617
60925
PXS7
6532
60762
Grwnd
2853
589551
XSXS
5853
60815
XS
6351
60751
it 1
4525
60853
PXS1
2069
Bas 91
PXS7
6628
6075
Grwnd
3138
56948
SXS
6274
607945
XS
652E
60706
r1 za1
5047
60843
PXS1
2516
60885
P%st
6784
808819
Grwrd
3276
589348
(XS)XS
6481
607653
XS
6874
60673
"post
5199
60846
XS1PL
3101
6088
XS1PL
wit
60596
&mm
3492
589096
(XS)XS
6877
807283
XS
679
60854
rt tlos
5265
60844
PXS1
3391
60862
PXS7
7044
605808
G—M
3868
588954
(XS)XS
6745
606972
XS
6532
606
HMI
5473
60838
PXS1
3732
60855
P%S1
7157
605882
C—M
3988
588758
(XS)XS
6759
60679
XS
693
60581
0 za1
5812
60811
PXS1
39a
60854
PXS7
7241
608749
Ground
4161
588817
S %S
6821
6065
xS
6985
60564
rt 1
6131
60798
P XS1
0.141
6D8 44
PXS7
7552
60807
Grwnd
4435
588457
(XS)XS
6896
606009
Xs
7028
80583
r1 1
6308
60773
PXS1
4699
60852
PX51
7769
608451
Ground
4493
588393
(XS)XS
607
®5739
XS
7147
60585
r1 7
6491
6073
PXS1
49
80846
PXS7
806
608464
Grwnd
4591
58822
(XS)XS
6989
605749
XS
722
60629
ri 1
664
6D6 89
PXS1
51 T7
60844
PXS7
SSW
608482
Grwnd
4723
587988
(XS)XS
7098
605636
XS
7297
6D658
rt 1to4
6713
60667
PXS1
528
60837
PXS1
883
608602
Grwnd
481
587964
SXS
7777
605655
7678
6084
r1 11ob
6745
6083
PXS1
5654
60818
PXs1
9106
608452
Ground
4846
587267
(XS)XS
7159
6D5744
XS
7908
60844
r1 1
W2
6D5 92
PXS1
5812
60803
PX51
9143
608459
R n
4934
586672
(XS)XS
7207
606094
XS
84 60
60843
rt e1
6874
60569
PX51
mTl
60807
PX51
5006
588639
(XS)XS
723
6D6352
XS
9083
60857
0m.11
69M
60557
PXS1
609
60784
PXS1
5044
586427
SXS
7265
6061X16
XS
708
60579
PX51
6137
60783
PX$1
5744
586338
SXS
7352
608871
x5
722
60628
PXS1
6265
60764
PXsl
527
586398
SXS
7376
607398
XS
736
PX31
6321
60753
PX51
5216
586508
(XS)XS
7464
607516
xS
7423
PX51
Dan
60745
PXS1
5245
586779
(XS)XS
7538
607946
XS
7529
PXs1
648
60738
PXS7
5284
587031
(XS)XS
7617
60828
XS
7722
P XS1
653
60721
PXS1
5303
587383
(XS)XS
7701
608476
XS
8023
PX51
asm
60709
PX51
5409
587]71
(XS)XS
7847
BOB 538
x5
8543
961OW
PX51
6021
8069
PXS1
545]
587737
(XS)XS
8019
608818
%S
W97
PXS1
686
60878
PXS1
%at
587779
(XS)XS
8212
608615
XS
9454
PX51
6731
60851
PX51
5663
588101
(XS)XS
W32
608545
XS
99 87
P %91
67 46
608 73
P %51
5769
586 371
SXS
6001
608556
XS
10673
PXsl
65M
80592
PX51
5949
58853
S%S
8138
608548
%5
1159
PX51
6891
8058
PXS1
6087
588734
(XS)XS
917
608527
%SRP
12859
PXS1
6094
60557
PXS1
6196
586798
X5%5
13766
61228
PXS1
m28
60557
PXS1
8356
589059
SXS
m 95
60558
PX51
&/ 60
589 348
6 XS
7029
60561
PX51
6096
58984
(XS)XS
M91
60574
PXS7
666
5898118
SXS
7129
60606
PXS1
6931
590578
IxsIxs
7139
60626
PX51
7132
59143
(XS)XS
7198
60842
PXs1
734
591948
(XS)XS
7213
80657
PXS7
7544
592212
(XS)XS
7277
60872
PX81
7786
592447
(XS)XS
73M
607
PXs7
8021
592468
(XS)XS
7349
60729
PXS7
6036
592494
XSRPXSRP
7416
80744
PX51
7436
60756
PXS1
7533
60793
PXS7
7583
60825
PXS1
7614
60835
PXS7
7674
60844
PXS7
7739
60832
PXS7
7823
60838
PXS7
7881
60838
PXS7
7971
60839
PXS7
8079
6085
PXs7
8144
60844
PXSI
8229
60845
P %S7
8341
80843
1 PXS7
855
60848
1 PXS7
8694
I 60845
I PXS7
8781
1 60860
I PXS7
6919
1 60852
1 P %51
Bankfull Width
fl
237
Banldull Width
(R)
2422
Bankfull Width
fl
2601
Bankfull Width ft
2253
Bankfill Width
ft
24 1
Bankfidl Width
fl
234
Bankfull Cross
Sectional Area ft)
25 7
Bankfull Cron Sectional Ain ft
246
Milt Cr— Secuonal Area ft
2443
Bankfull Cr— Sectional Area ft
2063
Banldull Cass Sectional
Area ft)
228
BankfWl Cross Sectional
Area ft
190
Bankfull Mean fl
109
Bankfull Mean fl
102
BanldWl Mean fl
094
Bankfull Mean ft
092
Bankfull Mean ft
09
Bankfidl Mean ft
08
Bankfull Max (h ft)
277
Bankfull Max fl
18
Barddull Maz th ft
28
Ba77kf dl MaX ft
23
Bankfull Max fl
29
Bankf.11 M. Depth fl
29
Flood Pane Width fl
>I00
Flood Prone Width fl)
Flood Prone Width fl
Flood Pane Width (ft)
Flaad Pmm Width ft
Flood Pane Width (fl)
Entrenchment Ratio (ft/ft)
>4 2
Entietwit —1 Ratio fl/fl
EntieacWnatl Ratio 11111)
Ento —daunt Ratio Nft
Enti -d—t Ratio 11/11
Entrendimeat Ratio fl/ft
WidthMopth Ratio 11/11
217
Wid Ratio fl/ft
Wi Ratio fUfl
Wi Ratio 11/11
Width/Depth Ratio (ft/ft)
Width/Depth Ratio fl/ft
D50 niin
110
D50 mm
006
D50 mm
006
D50 mm)
006
D50 mm
006
1350 mm
006
D84 mm
26 13
1 D94 aa)
1 5 13
D84 mm
006
D84 mm
006
DU mm
006
1 DU nun
20
EEP Project #D 06054 -A 23

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
601 North R1 RXS -2
Photo C 7 — RI RXS -2 Left Pin
Photo C 8 — R1 RXS -2 Right Pin
EEP Project 4D 06054 -A 24

601 North Mitigation Site
' (Year S)
602.50
1.01MG1l
601.50
H 601.00
LL
z 600.50
j600.00
W
w 599.50
599.00
147
Photo C 8 — RI RXS -2 Downstream
t, a — xi mA3 -L %-ross �ectwn riot
601N R 1 RXS -2
--o—As-Built
— *— BANKFULL
tMy1 (2008)
X MY2 (2009
MY3 (2010)
—�— MY4 (2011)
MY5 (2012)
152 157 162 167 172 177 182
STATION (FT)
EEP Project #D 06054 -A 25
187

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 3 - RI RXS -2 Dimension Data
As Badl
MYI 008
MY2
MYJ 2010
MY4 011
MYS 2012
Station
Elevation
D=n tion
Statroo
Elevation
Desch non
Station
Elevation
Dacn oo
Station
Elevation
Desch on
Station
Elevation
Desch tion
Station
Elevation
Desch non
14707
60209
r1rx421
1855
61081
RXS2
13529
80248
S XS
14726
602123
L hr
147305
602086
SLPXSLP
14749
W27s6
n xcl
148
60204
rlrxn2
3341
60978
XS2
14249
60227
S XS
14762
602079
Ground
149005
602032
(XS)XS
14792
602160
15263
60176
rlrxs2
4647
60854
RXS2
14879
60207
SLP XSLP
1515
601795
Ground
152895
WI 786
SXS
14939
602759
15653
60162
rlrim2
5978
60742
S2
14743
602
8 %S
15591
601711
Ground
750645
001644
XSxs
15302
601882
Isom
60745
r10a2tob
7038
60843
S2
15168
60178
S %S
16044
601483
Ground
159645
601477
SXS
15673
607767
16271
66091
0-2
8173
60543
S2
15772
W154
8 x5
16518
600183
Ground
160 775
601323
(XS)XS
18107
6015011
16509
66013
0-2toa
M58
66029
S2
16055
60138
S x5
16675
060074
Ground
182145
601008
SXS
16006
60945
16622
80006
rl=2
10095
60344
S2
18304
60078
8 x3
16837
599697
Ground
783445
600664
SXs
16516
600378
16694
66006
rlrxs2
11072
60305
S2
16439
6009
S xS
17096
600649
Ground
184855
600184
SXS
1663
660134
16785
59993
Onn,2
11967
60285
RXS2
18197
60019
S XS
17374
60144
Ground
165965
60009
SXS
16702
600128
78838
59995
0-2
13034
60260
XS2
16541
60001
S XS
17774
607322
G—d
167045
600636
SXS
16736
600051
16892
60025
rl rxs2toa
13859
60233
RXS2
18847
59985
S XS
18613
601206
Ground
168095
599997
SXS
16784
600022
17045
60059
r1nn2
14571
60211
RXS2
18704
59996
S XS
1867
601207
R n
168335
600237
SXS
16845
660093
17349
60142
,1nR2tob
14726
60212
RXS2PL
16789
59981
S XS
168755
600358
(XS)XS
18871
00193
17785
60129
r1 rXS2
14768
60203
RXS2
16836
59884
S XS
169225
60038
SXS
16925
600560
1861
60718
rl rxs2
15183
6018
R%S2
1888
60037
S %S
170235
600584
SXS
16075
600482
18665
60119
rlrxo2r
15578
60172
RXS2
16953
66043
XS XS
170435
600641
xS XS
17086
600658
15867
60753
RXS2
1704
60086
S %s
171745
607043
%SXS
1723
601014
16177
60111
RXS2
17123
66078
S x5
172405
601312
(XS)XS
17294
601283
16498
60022
RXS2
17271
60132
(Xs) XS
773555
601400
S %S
77434
601517
16543
60002
RXS2
17388
607 45
S %S
175805
601 336
S %S
17684
601 462
16613
59988
RXS2
17597
60126
S XS
179115
601436
SXS
17927
001460
16684
59991
RXS2
17948
60128
SXS
182755
00112
(XS)XS
18375
601382
16743
WO
RXS2
18233
60139
S %S
184615
601383
XSXS
1866
001208
168
59984
RX52
18449
60135
S %S
166225
601135
SXS
1686
6012
RXS2
18614
60117
S %s
186745
601207
SRPXSRP
16386
6017
RX52
18642
6013
SRP XSRP
1700
60058
RXS2
18844
60109
s xS
17159
60083
RXS2
1918
607
XS xS
17323
60133
S2
17428
60144
RXS2
176W
60132
X52
17818
6013
RXS2
1 W 2
601 25
52
18258
60127
R%S2
18601
012
RXS2
IM26
MI 22
x52
18667
W 722
Rx52PR
1904
60099
RXS2
1938
WO6
S2
19614
60019
RXS2
19899
5998
S2
mi 64
60004
RXS2
20537
60048
(RXS
21087
60113
RXS2
21582
607 63
(RXS
22334
60213
XS2
23226
60231
RXS2
24505
60243
RXS2
2091
60314
RXS2
26738
W38
RXS2
28002
60481
RXS2
29493
60591
RXS2
30756
60687
RXS2
32105
60741
CRXS2
32124
60738
RXS2
3429
60833
RXS2
38424
60938
1 RXS2
Bankfull WIdW
ft
1423
nll Width
Baldu
ft
15 6
Bankfoll Width
ft
1331
BankfIU Width ft
257
Bankfull Width
R)
139
BankfWl Width
ft
119
Bankfull
Mom] Arm fl
'113
Bankfill Cross
Sectional Area R)
118
Bankfull Cross Swounal Alm fl)
1142
Bankfoll Cross Sectional Area R
13 31
BMMull Cross Savonal
Area fl)
12 6
Bankfull Cross Sectional
Arm Ill
9 8
Bankfult Mean ft
08
Bankfill M— fl)
075
13aiik I M— ft
095
Bankfull Mean Depth (ft)
052
Bankfull Mean fl
09
Bankfoll Mean ft
08
Bankfull Max fl
15
Bankfull Max (ft)
16
Bankfull Max R)
158
BaiikfWl Max fl)
1 54
Bankfull Max Depth (fl )
141
BanldWl Max Depth fl
15
Flood Pmne Width R
-100
Flood Prone Width fl
148
Flood Prone Width ft
I48
Flood Prone Width (ft)
1492
Flood Pro7ie With fl
1482
Flood Pmne Width (ft)
1482
Enoencloiieiit Ratio fl/fl
>7
Entrcnchmait Ratio ft/fl
95
Entreiidoimlt Ratio fl/ft
9 5
FAtiMChmeW R.U. ft/ft)
11 142
Entrmdwlent Ratio 11/71)
107
Ennenchmetit Ratio fl/fl
125
Wid Ratio fl/ft
179
Widih/D Ratio fl/ft)
207
Wid th Reno fl/fl
1552
Wid Ratio (ft/ft)
1512
1 Wid Ratio fl/ft)
154
Widdill3epth Reno fl/fl
143
20' mm
1897
D50 iom
1248
DSO mm
559
D50 mm)
1208
D50 mm
13 65
D50 mm
006
D. mm
400
D84 mm
2887
D84 mm
2042
1 D84 mm)
2730
1 D84 mm
2573
D84 inm
19 30
EEP Project #D 06054 -A 26

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
601 North R1 PXS -2
Photo C 9 — RI PXS -2 Left Pin
Photo C 10 — R1 PXS -2 Right Pin
EEP Project #D 06054 -A 27

601 North Mitigation Site
12 (Year 5)
PXS -2 Downstream
Figure C 4 - RI PXS -2 Cross Section Plot
601N R1 PXS -2
EEP Project #D 06054 -A 28
Photo C 11 — RI
600.50
600.00
�
599.50
599.00
LL
598.50
--o-As-Built
0
598.00
BANKFULL
a
597.50
W
597.00
MY3 (2010)
596.50
MY4 (2011)
596.00
595.50
20 30
40 50 60
70 80
90 100 110
STATION (FT)
EEP Project #D 06054 -A 28
Photo C 11 — RI
��MY1 (2008)
�� MY2 (2009)
+
MY5 (2012)
�
EEP Project #D 06054 -A 28
Photo C 11 — RI

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 4 — R1 PXS -2 Dimension Data
EEP Project #D 06054 -A 29
�0.
�..
Ea M. 16 FrITILTRI 1 .1
EEP Project #D 06054 -A 29

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
601 North R1 RXS -3
Photo C 12 — R1 RXS -3 Left Pin
Photo C 13 — R1 RXS -3 Right Pin
EEP Project #D 06054 -A 30

601 North Mitigation Site
12 (Year S)
Photo C 14 — Rl RXS -3 Downstream
EEP Project #D 06054 -A 31
Figure C 5 — RI RXS -3 Cross Section Plot
601N R1 RXS -3
594.50
594.00
593.50
593.00
592.50
.,
--4---As-Built
O 592.00
1-
a
w 591.50
-Ar
J
1
w 591.00
MW
590.50
590.00
176 186
196 206 216 226
STATION (FT)
EEP Project #D 06054 -A 31
tBANKFULL
f MY1 (2008)
�— MY2 (2009)
—�— MY3 (2010)
� MY4 (2011)
MY 5 (2012)
EEP Project #D 06054 -A 31

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table C 5 - R1 RXS -3 Dimension Data
Ax Bark
MYl 2008
MY2 2009
MY3 2010
MY4 11
MYS 012
Station
Elevation
Dacn on
Station
Elevation
Darn t—
Stan=
Elevation
Desch on
Station
Etevation
Desch on
Station
Elevation
13— non
Station
Elevation
Desch on
17637
59411
rim31
1415
60228
RXS3
16862
59384
S
17716
594212
L
17834
594173
SLPXSLP
17713
594196
rW
1768
59414
r1nm3
3055
60087
RXS3
17295
59402
S
17793
594208
Ground
17912
593907
(XS AS
17757
594165
IW21
59384
rtnm3
6621
59745
RXS3
17598
59411
5
187
593788
Ground
179N
593966
(XS)XS
18161
593954
18637
59368
r1nu3
9286
59543
RXS3
1762
59418
SLP X
19167
593524
Ground
17979
593942
SXS
18806
593751
19115
59344
rinm3
11515
59514
RX53
17759
59386
S
19374
593174
Grouts
18359
593792
SXS
78323
593325
1947
59261
0i
11533
59515
RXS3
18101
59383
S
1976
592235
Ground
18776
593868
XSXB
19562
s92865
18854
59205
rtrm3
13033
59457
RXS3
18543
59374
XS
20322
592088
Ground
19036
593519
XS
20014
592213
20274
59206
r1 na3
13039
5946
RXS3
13894
59358
S
20551
592057
GrouM
18371
59291
SXS
20298
592095
2053
59188
rtnm3
139W
59438
RXS3
19161
59343
S
20816
591602
Grouts
18891
592223
5X8
20467
592153
20819
59122
1 rinm31o4
14995
5938
1 RXS3
19336
59305
%S
I 21948
591198
I Graund
19967
592242
(XS)XS
20723
591842
20892
59112
1 ri m3
15006
59381
RX53
19535
5925
XS
21043
591061
1 Ground
21316
592119
(XS )XS
20882
591589
21914
59107
rinm3
16142
59348
RXS3
19708
59217
S
21193
591319
Ground
21564
591865
(XS)XS
2193
591259
21017
59108
rlrb3
16656
59328
RXS3
19859
59218
S
21423
591887
Ground
20679
591652
S S
21046
591156
21128
53115
r1-3
17107
5937
RXS3
19912
59214
XS
21707
592412
Ground
20731
591498
SXS
21136
591189
21147
5912
rlrxs:9m
17486
59403
RXS3
20062
5921
S
22287
592539
Ground
21827
591248
(XS )XS
21251
591531
2132
59159
0i
17648
59411
RXS3L
21223
59204
S
228H
592776
Ground
21848
591077
(XS)XS
21468
591956
21624
59224
rlr.3tob
17781
59396
RXS3
20294
59212
S
22985
592877
Ground
20922
591102
(XS)XS
21698
592392
22288
59239
rI-3
18424
59367
RXS3
20491
59204
S
23025
592907
R n
21026
591066
%S %S
22070
592621
22877
59276
r1-3
18876
59353
RXS3
21631
59173
5
21109
591281
%S %S
22519
592631
2295
59282
rinm3r
19292
59316
RXS3
20736
59152
S
2117
591486
XSXS
22895
592787
bzIn
19564
W249
RXS3
20627
59132
S
2127
591652
SXS
23027
592918
1978
59203
RXS3
21837
59129
S
21401
591884
SXS
2069
59204
RXS3
20889
59707
S
21457
59203
SM
20274
W207
RXS3
21007
591
S
2153
59229
(XS)XS
20398
5921
RXS3
21049
59104
S
21696
592404
=111) XS
20586
5919
RXS3
21109
59117
5
21829
592 SOB
IXSLXS
20817
59135
RXS3
2110
5914
S
22123
592486
vs )m;
21886
59112
RX53
21234
59144
5
22476
592559
SXS
711958
59096
RXS3
21288
59174
S
2263
592681
XSXS
210M
S9091
RXS3
21371
591M
8
22913
592 857
%S XS
21007
59101
RXS3
21497
59206
(XSI
2295
592901
SRPXSRP
21179
59114
RXS3
21608
59235
5
212M
19138
RXS3
21741
5924
S
21498
59199
RXS3
21878
59242
5
2153
59197
RXS3
22113
59248
S
21689
59226
RXS3
22461
59251
S
21902
59233
R%53
22]44
5927
S
22087
59231
RX83
22911
59282
5
22348
59245
RXW
72951
59287
SRP I X
22554
59252
RX53
23163
593
S
22822
59269
RXS3
23542
59307
5
22931
59285
RXS3
23684
59319
5
7195
59282
RXWPR
24095
59327
XS
23399
59302
RXS3
24009
59322
RXS3
24614
59321
RXS3
25173
59344
RXS3
25901
59327
RXS3
26634
59324
RXS3
27491
59344
RXS3
28368
59356
RXS3
2899
59368
RXS3
290,31
59371
RXS3
32826
59549
RXS3
Bankfull Width
ft
105
Bankfidl Width
ft
I l
Bankfull Width
ft
13 09
Bankfoll Width
ft
871
BankfWl Width
fl
1085
Bankfull Width
(ft)
78
Bankfull Cross
Sectional Area ft
64
Bankihll Cross Sectional Area fl
66
Banldull Cross
Sectional Area ft
604
Baiddull Cross Sectional
Area ft)
5 14
Banldull Cross Sectional
Area ft
586
Bankfull Cross Sectional
Arta fl)
47
Bankfull Mean
ft
061
Bankfull Mean Ih ft
06
Bank hll Mean
ft
046
Baiikfidl Mean
Depth fl)
059
Banldidl Mean
ft
054
Banldull Mean
0
0 6
Bankfull Max fl
1
Bankfull Max Depth ft
12
Bankfull Max Depth
ft
1 I
Bankfu6 Max D
ft
102
BankfWl Max th fl
104
Bankfull Max
ft
07
Flood Prone Width fl
>150
Flood Prone Width (fl)
166
Flood Prone Width ft
166
Flood Pine Width
fl
86 15
Flood Prone Width ft
86 15
Flood Prone Width
ft
862
Entre h— I Ratio ft/ft
>10
Ealrenchman Ratio fl/fl
15
Entienchment Ratio ft/ft
12 68
Entrmchromt Ratio
ft/ft)
989
Entrenchment Ratio ft/fl
794
Entrenchment Ratio
(ft/ft)
110
Wirt Ih Ratio ft/ft
172
Wid Ratio fl/ft
183
Wi Ratio ft/ft)
2835
Wid Ratio ft/ft
147
WndthT) Ratio Nfl
2009
Widti.D Raba ft/fl
131
D50 mm
1577
D50 mm
80
D50 mm
628
D50 mm
68
D50 mm
1318
D50 mm
60
DU rtun)
31 1
D94 mm)
2573
D84 mm
14 12
D84 mm
226
D84 mm
3200
D84 mm)
22 5
EEP Project #D 06054 -A 32

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
601 North R1 PXS -3
Photo C 15 — RI PXS -3 Left Pin
Photo C 16 — RI PXS -3 Right Pin
EEP Project #D 06054 -A 33

593
592
591
H 590
p 589
H
> 588
W
J
W 587
586
601 North Mitigation Site
12 (Year S)
14
Photo C 17 - RI PXS -3 Downstream
re %-. o - tct rA� -.) t-ross 3ectnon riot
601N R1 PXS -3
-4 —As -Built
-*-- BANKFULL
' -mot - MY1 (2008)
mac— MY2 (2009)
--m—MY3 (2010)
-MY4 (2011)
MY5 (2012)
r
24
34 44 54 64 74 84
STATION (FT)
EEP Project #D 06054 -A 34

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Table C 6 - R1 PXS -3 Dimension Data
As Built
MYl 008
MY2 2009
MY3 010
Mvd 2011
Mvs 012
Station
Elmatton
Dcxaription
Sutton
Elevation
Deaertlatort
Station
Elevation
Descn uon
Station
Elevation
Dmnpum
Station
Elminig
Dean m
Station
Elevation
Dcscn on
2122
59005
r1
1371
59029
PXS3
1586
59035
S
2211
590185
Loh
2211
590185
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M14
590139
ial nl
2224
58992
rl xs3
1972
59013
PXS3
2D 09
59018
(XSI
7217
590132
Ground
2403
59002
SXS
264
589766
2848
5mm
0
2142
59005
PXS3PL
2118
59008
S
3348
589265
Ground
2654
589764
SXS
3093
559438
1.
3147
58924
0
2446
58984
PXS3
2125
59014
SLP) %
428
588604
Ground
2853
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35
58889
r1
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S
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(XS )XS
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588668
3578
58888
lab
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San 23
P %S3
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rt aa3tob
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S
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Man
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3902
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%S
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42.15
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%SXS
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S
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4932
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11 PW
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7336
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5405
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r1 XrJ
522
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45
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08
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59243
Ground
4846
587267
(XS)XS
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5284
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P %53
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588444
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5421
58742
P %S3
4867
58727
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5008
586639
(XS)XS
6227
588823
5766
58824
rl Xs3t0
574
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4936
58657
5
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Sae 427
(XS)XS
6684
589903
6194
58889
r1 xs3toe
6023
58844
PXS3
So 66
56626
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5144
586338
(XS) XS
712
59106
896
58988
r1 x63
6444
58922
5099
58673
S
521
506398
S
7303
591845
8681
5904
rt
69
59057
51 39
58623
S
5216
588508
SXS
7667
592225
7196
59171
r1
7205
59171
5207
58633
S
5245
586779
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7933
592448
756
5921
7632
59227
5266
58682
8
5284
587031
(XS)XS
8051
592494
7894
59228
rt
7899
59235
5332
58714
XS
5343
587383
SXS
7 956
59234
r1 s3r
7956
59243
VPXS3
R
541
56746
5
5409
587774
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8394
59244
5475
58784
S
5457
587737
5 s
5551
58787
S
5501
587719
SXS
5626
58814
s
5663
598101
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57 55
58835
S
S7 69
598 371
(XS)XS
5903
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S
5949
58853
S %S
5993
58853
S
6087
588734
SXS
62 29
588 6
S
61 96
588 799
XS XS
8368
59908
S
635fi
589059
(Xs )Xs
an 1
58979
XS
64 68
589 348
XS XS
6861
59047
XS
65%
58964
(XS)X$
7073
59116
S
686
589906
SXS
7173
591 69
(XS)
6931
590 576
(XS)XS
7314
59167
S
71 32
59143
(XS)XS
7543
58214
(xsI
73 4
591 948
SXS
77 43
59236
%S
75 44
592 212
(XS )XS
7925
59236
s
77 56
592447
SXS
7955
59242
SRP) X
8021
592466
(XS)XS
83M
59243
XS
8036
592494
(XSRFqXSRP
Banliull Width
fl
2694
Banldull Width
(ft)
249
BaukfiH Width
ft
2251
Bankfull Width fl
1755
Bankfull Width
fl)
1697
Bankfull Width
ft
215
Bankfull Cross
Sectional Am 11
292
Bankroll Cress Sectional Area fl)
243
Bankfull Cross Sectional Area fl
23 5
Bankfull Cross Sectional Area (sq ft )
2026
Bankfull Cross Sectional
Area ft)
2086
Bankfull Cross Sectional
Arta ft
199
Banlrull Mean Depth ft)
105
Banldull Mean Depth ft
098
Bankfull Mean ft
104
Bankfull Mean Depth ft
1 15
Baiddull Mean D ft
123
Bankfull Mean fl
09
Bankfull Max Depth fl
276
Bankft ll Max Depth (ft)
2 5
Bankfull Max Depth ft
262
Bankfull Max De ft
225
Bankfall Max Depth ft
242
Bankfull Max Depth ft
23
Flood Prone Width fl
>100
Flood Prone Width fl
Flood Prone Width ft
Flood Prone Width fl
Flood Prone Width fl
Flood Prone Width fl
Entrenchment Ratio 11111)
>3 7
Entreachrowl Ratio fl/ft
Enuenchmml Ratio ft/fl
Enti mdiment Ratio fl/ft)
Entrenchnrem Ratio 11111)
Entrenchment Ratio 11/11
Wt Ratio fl/ft
257
Width/Depth Ratio 11111)
Width/Depth Ratio fl/ft)
WidtivD Ratio fl/fl
Wrd uRaba 11/fl
Wid Ratio 11111
D50 mm
690
D50 mm
286
D50 mm)
006
D50 mm)
1 1
D50 mm
2061
D50 mm)
22
D84 (nim)
1548
D84 (mm)
647
D84 (mm)
485
D84 (nun)
47
D84 mm)
5 OS
D84 (mm)
5 1
EEP Project #D 06054 -A 35

O
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609
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601N Reach 1
monitoring Protles 5ingie 5neet
601 North Mitigation Site
Annual Monitoring Report, for 2012 (Year S)
TW - As Built - -- TW - MYl +�
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TW - MY2 TW - MY3 ° .y
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EEP Project #D 06054 -A 36

pure q a - KI Longitudinal rrome Knee[ i
601N Reach 1
Monitoring Profiles Sheet 1 of 2
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601 North Mitigation Site
Annual Monitoring Report.for 2012 (Year 5)
Station (ft)
EEP Project #D 06054 -A 37
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Station (ft)
EEP Project #D 06054 -A 37

z
C
0
m
W
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
gure U 9 - HI Longitudinal Yrotde Sheet L
601N Reach 1
Monitoring Profiles Sheet 2
EEP Project #D 06054 -A 38
a 0
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11700 11900
12100
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12700 12900
Station (ft)
EEP Project #D 06054 -A 38

100.0%
90.0%
80.0%
70.0%
60.0%
a 50.0%
40.0%
3 30.0%
20.0%
10.0%
0.0
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
r figure u iu - KI vcAno-i reooie t-ount
Pebble Count 601 N R1 RXS -1
031 ,y0,h 500 000 Op0 000 000 000
13 0. O• L• s 000 3L 11g.
Particle Size (mm)
rigure L, it - xi rx�)-i reime L ount
Pebble Count 601 N R1 PXS -1
100.0%
90.0%
. „•
,,:
A
"'
4 ,
,
I
i
r ��
80.0%
tAsbuilt (2008)
70.0%
—E MY1 (2008)
60.0%
=��
031 ,y0,h 500 000 Op0 000 000 000
13 0. O• L• s 000 3L 11g.
Particle Size (mm)
rigure L, it - xi rx�)-i reime L ount
Pebble Count 601 N R1 PXS -1
100.0%
90.0%
80.0%
tAsbuilt (2008)
70.0%
—E MY1 (2008)
60.0%
—*—MY2 (2009)
a 50.0%
a
—M—MY 3 (2010)
Y 40.0%
.�
—AMY 4 (2011)
30.0%
20.0%
— =MY 5 (2012)
3
u
10.0%
0.0%
031 y0,5 500 000 000 Op0 000 000 000
0 0 0 ti 3'L ,y,Lg
5y`l. Oaq,.
ti
Particle Size (mm)
EEP Project #D 06054 -A 39

100.0%
90.0%
80.0%
70.0%
60.0%
50.0%
40.0%
30.0%
20.0%
10.0%
0.0%
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Pebble Count 601 N R1 RXS -2
Og1 ti0,h o00 000 000 000 000 000 000
0. 0. 0. ti. $. 3ti. 1�a. h11". 0p,$.
ti
Particle Size (mm)
100.0%
90.0%
E 80.0%
v 70.0%
60.0%
a 50.0%
40.0%
30.0%
20.0%
10.0%
0.0%
r 19ure k.. t3 - xi rV5 -i remme t-ount
Pebble Count 601 N R1 PXS -2
i
A
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..:
MY2 (2009)
010
0
00:
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-
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ti
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100.0%
90.0%
E 80.0%
v 70.0%
60.0%
a 50.0%
40.0%
30.0%
20.0%
10.0%
0.0%
r 19ure k.. t3 - xi rV5 -i remme t-ount
Pebble Count 601 N R1 PXS -2
0�1 115 X00 0
000 000 000 000 00 000
0 0 0 'L g 3'L 1,LOO h1� 0pg.
'L
Particle Size (mm)
EEP Project #D 06054 -A 40
00:
MY2 (2009)
-
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Particle Size (mm)
EEP Project #D 06054 -A 40

100.0%
90.0%
80.0%
70.0%
60.0%
a 50.0%
Y 40.0%
30.0%
20.0%
10.0%
0.0%
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
r figure L, 14 - xi KAY -a reooie %-ouni
Pebble Count 601 N R1 RXS -3
03� N"0 yp0 000 000 000 000 000 000
0 0 0 ti S1, .10 <N 00
ti
Particle Size (mm)
Figure C 15 - RI PXS -3 Pebble Count
Pebble Count 601 N R1 PXS -3
100.0%
11•
90.0
' 1 •
(2010)
. 1
—4-- MY 5 (2012)
80.0
��iii■�i�
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n(2
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/
-
70.0%
03� N"0 yp0 000 000 000 000 000 000
0 0 0 ti S1, .10 <N 00
ti
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Figure C 15 - RI PXS -3 Pebble Count
Pebble Count 601 N R1 PXS -3
100.0%
11•
90.0
80.0
Wilt (2
n(2
70.0%
60.0%
50.0%
40.0%
30.0%
E 20.0%
10.0%
0.0% ft
N�53 500 000 000 000 000 000 000
0• 0• '1.• �. g'L• ,�,Lg. 0. Dag.
ti
Particle Size (mm)
EEP Project #D 06054 -A 41
11•
EEP Project #D 06054 -A 41

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix D - Site Photos
Table of Contents
Photo Points.
Problem Area Photos
Vegetation Photos
List of Photos
Photo Point 1
Photo Point 2
Photo Point 3 . .
Photo Point 4
Photo Point 5
Photo Point 6 . ....... .
Photo Point 7
Photo Point 8 ... ........... .....
Photo Point 9
Photo Point 10......... .............. .. .. ... ....
Photo Point 11
Photo Point 12
Photo Point 13
Photo Point 14
Photo Point 15
Photo Point 16
Photo Point 17 ........
Photo Point 18 ... .
Photo Point 19
EEP Project #D 06054 -A 42
44
54
54
44
.44
......... .... 45
45
46
. ..... ..... 46
..... ................ 47
47
48
48
49
....... .... . 49
50
50
51
51
52
52
.53

EEP Project #D 06054 -A 43
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
List of Photos (contd.)
Problem Area Photo- MY5 -PA1
54
Problem Area Photo- MY5 -PA2
. ............... 54
Problem Area Photo- MY5 -PA3 . .. ..................
. .............. 55
Problem Area Photo- MY5 -PA4 ..
. ................ ......... 55
Problem Area Photo- MY5 -PA5
56
Problem Area Photo- MY2 -PA9
. ............ .56
Problem Area Photo- MY3 -PA 10
57
Photo D 1 - Vegetation Plot N1
58
Photo D 2A- Vegetation Plot N2.
.58
Photo D 2B- Vegetation Plot N2
.... . .................. . .59
Photo D 3 - Vegetation Plot N3
........ .59
EEP Project #D 06054 -A 43

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601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 5
Photo Point 6
EEP Project #D 06054 -A 46

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 7
Photo Point 8
EEP Project #D 06054 -A 47

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
, cv
Photo Point 9
Photo Point 10
EEP Project #D 06054-A 48

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 11
Photo Point 12
EEP Project #D 06054 -A 49

Cad
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 13
Photo Point 14
EEP Project #D 06054-A 50

�. • d , a J
601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 15
Photo Point 16
EEP Project #D 06054 -A 51

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Photo Point 17
Photo Point 18
EEP Project #D 06054 -A 52

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Photo Point 19
EEP Project #D 06054 -A 53

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Problem Area Photos
Problem Area MY5 -PAI Vegetation growing in channel
Problem Area MY5 -PA2 Invasive aquatic plant
EEP Project #D 06054 -A 54

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Problem Area MYS -PA3 (also Photo Point 12) vegetation growing in channel
Problem Area MY5 -PA4 out of banks diversion channel
EEP Project #D 06054 -A 55

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Problem Area MY5 -PA5 out of banks diversion channel
Problem Area MY2 -PA9 out of banks diversion channel
EEP Project #D 06054 -A 56

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Problem Area MY3 -PA10 out of banks diversion channel
EEP Project #D 06054 -A 57

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Vegetation Photos
Photo D IA — 601 N Vegetation Plot N1 Spring MY5 (2012)
Photo D IB -601 N Vegetation Plot N1 Fall MY5 (2012)
EEP Project #D 06054 -A 58

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Vegetation Photos
Photo D 2A — 601 N Vegetation Plot N2 Spring MY5 (2012)
Photo D 2B — 601 N Vegetation Plot N2 Fall MY5 (2012)
EEP Project #D 06054 -A 59

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Vegetation Photos
Photo D 3A - 601 N Vegetation Plot N3 Spring MY5 (2012)
Photo D 3B - 601 N Vegetation Plot N3 Fall MY5 (2012)
EEP Project #D 06054 -A 60

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Appendix E - Vegetation Data
Table of Contents
Table E 1
—MY5 (2012) Plot N1 Data
57
Table E 2
— MY5 (2012) Plot N2 Data
.. 57
Table E 3
— MY5 (2012) Plot N3 Data
.. 58
EEP Project #D 06054 -A 61

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Table E 1— MY5 (2012) Plot NI Data
Table E 2 — MY5 (2012) Plot N2 Data
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0 16
3 57
330
329
23
4
424
36
4
2
FP
036
586
321
18
4
414
34
4
4
3
QM
06
065
800
5
BN
4
FP
280
204
24
208
9
4
35
241
17
6
4
3 50
5
FP
308
461
22
183
7
4
28
208
12
QN
4
616
6
FP
339
701
11
103
22
4
18
150
5
675
4
7
FP
371
961
418*
323
20
4
9
359
33
685
4
429*
8
QN
6 11 1
265
80
266
14 1
4
QN
322
22
4
9
1 BN
641
514
262
16
4
1 7 15
1 343
24
360
4
4
10
BN
692
798
323*
29
4
794
323*
40
25
4
11
QN
880
222
13
QP
964
1 5 33
15
193
3
4
258
12
FP
935
459
21
215
9
4
26
237
13
4
13
FP
958 1
703
8
71
4
11
75
4
14
FP
972 1
932
11
102 1
1
4
14
1 112
1
4
Table E 2 — MY5 (2012) Plot N2 Data
EEP Project #D 06054-A 62
o
'p fd
—e�Iffl
.&M
CWIeCiI-kf-
1R:2-�
go
Fh
fte iftVIp
Y
aiww—
ME
L xI
mI
I :iffy M"tW R
Oo
C-T-0
fti
I
AT
0 17
042
2
AT
025
330
3
CO
036
650
4
CO
043
942
5
BN
1 301
220
318
30
4
1 318*
51
4
6
QM
3 50
867
274
20 1
4
312
31
1 4
7
QN
365
616
19
204
10
4
333
22
4
8
BN
675
946
418*
53
4
418*
71
4
9
BN
688
685
429*
54
4
429*
80
4
10
QN
705
223
11
FP
1 7 15
469
360
29 1
4
425
55
4
12
FP
921
794
333
25
4
333*
33
4
13
QP
964
1 5 33
15
193
3
4
258
13
4
14
Q
985
1 274
1
EEP Project #D 06054-A 62

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
I In 11 m mkmd VI-IrKIIIN's W rom►ftJ 1=1
Species Code
AT = Asimina triloba
BN = Betula nigra
CO = Carya ovata
Fl? = Fraxinus pennsylvanica
QM = Quercus michauxii
QN = Quercus nigra.
QP = Quercus phellos
Q = Quercus species unknown
Vigor Code
4 = Excellent
3 =
-8 pffiVngg-
a
gDa—t
bC'-
Notts
Unlikely to survive
0 =
Dead
M
= Missing
ecies
KQ-affirdin—ate-sA
Wddb-H
Iff 6
§--D-BHII-
i
Rrei'OiR
10OPHI
iror
KRIM-1)]
2m
Im
RICO*—
m0n)"i
KIM]
111'-A
(cm) JIM
1
I
r2
QP
075
862
333
26
4
3i*
333*
47
4
QM
078
615
11
167
5
4
31
221
17
4
3
Q
100
382
4
QP
125
135
418*
32
4
418*
51
4
5
FP
339
933
25
215
8
4
272
18 1
4
6
Fl?
369
656
319
31
4
360
45
4
7
Fl?
389
400
357
28
4
357*
43
4
8
BN
390
138
437*
60
4
437*
84
4
9
QP
637
821
10
BN
647
347
456*
49
4
456*
82
4
11
BN
665
1 120
1 366*
32
4
366*
60
4
12
Q
688
578
13
QM
923
775
12
185
6
4
25
234
14
14
QM
935
041
5
62
4
6
91
4
Gnawed trunk
151
QM
955
290
12
34
4
5
93
4
Gnawed trunk
16
BN
960
994
461
75
4
461
120
4
17
QM
967
521
19
204
6
4
276
20
4
Species Code
AT = Asimina triloba
BN = Betula nigra
CO = Carya ovata
Fl? = Fraxinus pennsylvanica
QM = Quercus michauxii
QN = Quercus nigra.
QP = Quercus phellos
Q = Quercus species unknown
Vigor Code
4 = Excellent
3 =
Good
2 =
Weak
I =
Unlikely to survive
0 =
Dead
M
= Missing
EEP Project #D 06054-A 63

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
Appendix F - Rainfall Data
EEP Project #D 06054 -A 64
Rainfall
1/24/2012
001
Date
(in )
1/25/2012
001
9/29/2011
0
1/27/2012
036
10/11/2011
08
2/2/2012
026
10/12/2011
026
2/4/2012
007
10/13/2011
003
2/5/2012
005
10/18/2011
164
2/10/2012
001
10/19/2011
027
2/16/2012
001
10/29/2011
059
2/19/2012
044
11/3/2011
019
2/22/2012
001
11/4/2011
065
2/23/2012
007
11/10/2011
004
2/24/2012
013
11/16/2011
003
2/27/2012
009
11/17/2011
026
3/1/2012
001
11/19/2011
001
3/2/2012
045
11/22/2011
004
3/3/2012
154
11/23/2011
057
3/4/2012
015
11/23/2011
072
3/6/2012
001
11/25/2011
001
3/6/2012
001
11/27/2011
002
3/6/2012
001
11/28/2011
08
3/9/2012
0.21
11/29/2011
021
3/13/2012
003
12/2/2011
001
3/15/2012
003
12/5/2011
004
3/16/2012
002
12/7/2011
028
3/17/2012
026
12/18/2011
001
3/18/2012
015
12/20/2011
002
3/23/2012
001
12/21/2011
0.18
3/24/2012
054
12/22/2011
016
3/25/2012
003
12/23/2011
001
3/30/2012
007
12/26/2011
001
3/31/2012
079
12/27/2011
085
4/2/2012
002
1/8/2012
026
4/4/2012
098
1/9/2012
053
4/5/2012
018
1/10/2012
001
4/6/2012
036
1/11/2012
037
4/18/2012
017
1/17/2012
039
4/19/2012
002
1/18/2012
017
4/22/2012
092
1/20/2012
012
4/23/2012
001
1/21/2012
056
4/25/2012
01
1/23/2012
015
EEP Project #D 06054 -A 64

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year 5)
4/26/2012
056
7/21/2012
001
4/27/2012
026
7/24/2012
018
4/28/2012
001
7/25/2012
007
4/30/2012
001
7/28/2012
041
5/8/2012
014
7/29/2012
001
5/9/2012
097
7/31/2012
006
5/10/2012
001
8/1/2012
001
5/13/2012
032
8/2/2012
116
5/14/2012
087
8/6/2012
002
5/15/2012
0.01
8/7/2012
122
5/17/2012
001
8/8/2012
199
5/18/2012
001
8/9/2012
107
5/21/2012
005
8/10/2012
002
5/22/2012
024
8/11/2012
001
5/23/2012
016
8/12/2012
001
5/29/2012
013
8/15/2012
0.11
5/30/2012
002
8/16/2012
001
6/1/2012
074
8/17/2012
064
6/5/2012
008
8/19/2012
117
6/11/2012
08
8/20/2012
057
6/12/2012
004
8/21/2012
027
6/13/2012
018
8/22/2012
001
7/1/2012
063
8/28/2012
026
7/2/2012
004
8/29/2012
05
7/5/2012
149
8/31/2012
001
7/6/2012
01
9/3/2012
038
7/9/2012
01
9/4/2012
064
7/10/2012
038
9/6/2012
01
7/12/2012
001
9/7/2012
001
7/13/2012
005
9/8/2012
014
7/16/2012
0.01
9/9/2012
001
7/17/2012
051
9/11/2012
001
7/19/2012
021
7/20/2012
078
EEP Project #D 06054 -A 65

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
Appendix G - Morphology Tables
EEP Project #D 06054 -A 66

601 North Mitigation Site
Annual Monitoring Report for 2012 (Year S)
EEP Project #D 06054 -A 67
Morphology and Hydraulic Monitoring Summary
601 N RI RXS -1
601 N RI PXS -1
601 N RI RXS -2
601 N RI PXS -2
601 N RI RXS -3
601 N R1 PXS -3
Parameter
Riffle
Pool
Riffle
Pool
Riffle
Pool
Dimension
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MY]
MY2
MY3
MY4
MY5
MYO
MYl
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY5
MYO
MYl
MY2
MY3
MY4
MY5
MYO
MY1
MY2
MY3
MY4
MY5
BF Width (ft)
123
110
117
104
119
94
237
242
260
225
241
234
142
156
133
257
139
119
203
181
195
130
181
135
105
110
131
87
109
78
269
249
225
176
170
215
Floodprone Width (ft)
135
1350
1350
1354
1354
1354
-
-
-
-
-
-
1482
1482
1482
1482
1482
1482
-
-
-
-
-
-
1660
1660
1660
862
862
862
-
-
-
-
-
-
BF Cross Sectional Area
104
96
92
90
86
74
257
246
244
206
228
190
113
118
114
133
126
98
134
134
132
116
123
131
64
66
60
51
59
47
282
243
235
203
209
199
BF Mean Depth (ft)
084
09
08
09
07
08
109
10
0939
092
09
08
08
08
09
05
09
08
07
07
07
09
07
10
06
06
05
06
05
06
10
10
10
12
12
09
BF Max Depth (ft)
151
15
16
16
15
14
277
28
28
226
29
28
15
16
16
l5
11
15
19
20
19
19
18
16
10
12
11
10
10
07
28
25
26
23
24
23
Width/Depth Ratio
1460
125
150
120
1650
1190
-
-
-
-
-
-
179
207
155
151
154
143
-
-
-
-
-
-
171
183
283
148
201
131
-
-
-
-
-
-
Entrenchment Ratio
1096
123
115
130
114
145
-
-
-
104
95
11 1
11 1
107
125
-
-
-
159
151
127
99
79
110
Bank Height Ratio
100
to
10
10
100
100
-
-
10
10
10
10
10
10
-
-
-
-
10
10
10
10
10
10
-
-
Substrate
d50 (mm)
690
286
006
1765
103
217
1100
286
006
006
006
006
1897
1248
558
1208
1365
006
175
47
61
88
152
01
158
80
63
69
132
60
69
29
01
11
01
22
d84 (mm)
1548
647
485
45
32
5 13
1548
647
485
006
006
2
1548
2887
2042
2730
2573
1930
342
160
204
363
372
125
31 1
257
141
226
320
225
155
65
49
47
51
5 1
Parameter
MYO (2008)
MY (2008)
MY2 (2009)
MY3 (2010)
MY4 (2011)
MY5(2012)
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Mm
Max
Med
Min
Max
Med
Min
Max
Med
Channel Beltwidth (ft)
316
806
48 3
30 0
820
500
314
794
500
254
689
460
29 3
70 1
472
286
71 6
474
Radius of Curvature (ft)
13 3
45 2
24 8
15 0
46 0
25 0
18 1
35 6
22 1
15 8
33 9
21 7
16 I
35 1
22 2
16 4
34 8
220
Meander Wavelength (ft)
892
1633
1193
920
1650
1200
876
1377
1154
956
1319
1122
932
1353
1108
928
1348
1121
Meander Width ratio
26
65
39
27
75
45
24
61
38
24
66
44
25
59
40
26
66
44
Profile
Riffle length (ft)
97
898
330
120
920
340
154
897
307
176
860
290
64
922
180
1 1 6
898
238
Riffle slope (ft/ft)
00
00
00
00
00
00
00
00
00
00
00
00
00
01
00
00
00
00
Pool length (ft)
138
758
350
146
780
360
78
728
432
101
826
450
107
583
307
100
685
375
Pool spacing (ft)
419
1444
68 1
440
1500
700
341
1206
696
321
1188
706
180
360
945
254
778
824
Additional Reach Parameters
Valley Length (ft)
2407
Channel Length (ft)
2976
2976
2976
2976
2976
2976
Sinuosity
124
124
124
124
124
124
Water Surface Slope (ft/ft)
N/A
00079
00079
N/A
N/A
N/A
BF slope (ft/ft)
00082
00079
00079
00076
00073
00075
Rosgen Classification
C4
C4
C5
C5
C5
C5
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 -A 67