20061521 Ver 1_Year 4 Monitoring Report_20150414

LP
15 � 1
yam. t.b
20ia
� �coN� p"C NC � PA' OAKLEY CROSSROADS (G)
ttmt4�
STREAM & BUFFER RESTORATION
MONITORING REPORT (YEAR 4 OF 5)
Pitt County, North Carolina
SCO Project Number 050659701
EEP Project Number 273
Prepared for:
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
rY
E Igptneiit
PROGRAM
Status of Plan: Final
Construction Completed: 2011
Data Collected: 2014
Submission Date: December 2014
� �,PR 1 4 2015
DENR • WATER RESOURCES
TRp NSPORSATION PERM1Tf ING UN11

Prepared by:
(1) St ntec
Stantec Consulting Services, Inc.
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606

Table of Contents
1.0
Executive Summary / Project Abstract .............................................................. ............................... l
2.0
Methodology ....................................................................................................... ..............................3
2.1
Morphological Parameters and Channel Stability ...................................... ............................... 3
2.1.1
Dimension ................................................................................................... ..............................3
2.1.2
Pattern and Profile ....................................................................................... ..............................3
2.1.3
Sediment Transport ..................................................................................... ..............................3
2.2
Vegetation ................................................................................................... ..............................3
2.3
Hydrology ................................................................................................... ..............................4
2.3.1
Wetland ....................................................................................................... ..............................4
2.3.2
Stream ........................................................................................................ ............................... 4
3.0
References ........................................................................................................... ..............................5
4.0
Appendices .......................................................................................................... ..............................7
Appendix A — Project Vicinity Map and Background Tables
Appendix B — Visual Assessment Data
Appendix C — Vegetation Plot Data
Appendix D — Stream Survey Data
Appendix E — Hydrologic Data
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page i
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

(This page intentionally left blank for two -sided printing)
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of S) Page ii
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

1.0 Executive Summary / Project Abstract
The overall goal of the Oakley restoration project was to improve water quality and wildlife habitat by
restoring a stable stream and riparian buffer system to the project site. The objectives of the project were
to restore stream stability and improve aquatic habitat, restore riparian buffer along the stream channel,
preserve riverine wetlands, establish a wildlife corridor, divert an unbuffered agricultural ditch system
from the stream channel to an irrigation pond, and establish native vegetation within the permanent
conservation easement. The project included 3,789 linear feet of stream restoration and 329 linear feet of
stream enhancement. Priority II stream restoration involved restoring riffle /pool sequences, the
installation of structures, and floodplain grading to improve floodplain connectivity and provide diverse
instream habitat. Enhancement II stream restoration involved the planting of native hardwood trees and
shrubs. Also, native riparian buffer planting took place on over 18 acres of the site, and an additional 1.37
acres of wetland was preserved. The project will result in 3,931 stream mitigation units (SMUs), 17.2 of
buffer mitigation units (BMUs), and 0.27 wetland mitigation units (WMUs).
The Monitoring Year 4 [MY4] stem counts within each of the nine (9) vegetative monitoring plots are
included in Tables 7 and 9 in Appendix C. Located within the Tar- Pamlico River basin, this project was
instituted prior to October 11, 2007 and is therefore eligible for riparian buffer restoration credit up to 200
feet from the top of bank of all perennial and intermittent waterways within the conservation easement
area. As such, the vegetative monitoring plots have been assessed for the vegetation success criteria for
both buffer (320 planted trees /acre) and streams (MY4 interim criteria of 280 woody stems /acre). Eight of
the nine vegetative monitoring plots met the vegetation success criteria for riparian buffers, with the
exception of VP7. Of the five plots within the 50 -foot stream buffer, four are currently meeting the
vegetation success criteria for streams, again the exception is VP7. It should also be noted a supplemental
planting took place throughout the project area in November /December 2013. Also, the downstream end
of the project was replanted in December 2014.
Evidence, mostly minor, of beavers and nutria has been observed within the project limits in 2011, 2012,
and 2013. The only exception was during the 2013 annual fall monitoring when a majority of the Riverine
Bottomland Hardwood Forest planting zone was inundated as a result of several beaver dams. Following
a full growing season the areas affected by the prolonged inundation have rebounded and the stream
remains in stable condition. During the MY4 stream survey, livestakes affected by previous beaver
activity were showing evidence of resprouting and should continue with excellent vigor. Areas throughout
the stream still have approximately 6 -8 inches of fine sediment accumulation. These areas do not appear
to be affecting the stability or functionality of the stream, and will be reevaluated during the initial
assessment in spring 2015.
Areas of Murdannia keisak (marsh dayflower), observed in previous years, are still present in and along
the banks of stream throughout Section 1 but have not expanded. Murdannia keisak continues to be most
abundant between Station 0 +50 and 1 +50, between Station 3 +50 and 7 +00, near Station 21 +50, and near
Station 28 +50. Currently, these areas of Murdannia keisak do not pose a threat to native vegetation
establishment or stream stability, but they will continue to be monitored during future field visits to
document any changes. Small areas of Mikania scandens (Climbing hempweed) were observed on
planted stems in and around vegetative plots 6 and 7 and some isolated sections of livestakes along the
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page I
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

stream banks. Persicaria perfoliata (Tearthumb) was also observed in dense colonies throughout the
riparian area and on some sections of livestakes. The livestakes will likely be able to out compete both the
Mikania scandens and Persicaria perfoliata without the need for removal /treatment. These areas will
continue to be monitored as there is potential for the vines to affect planted stems. Additionally, the
streambanks on both left and right bank were observed to be bare below the Briley culvert, between
Station 38 +25 and 39+00. Overall the planted woody vegetation continues to have excellent vigor and
exhibit little to no issues becoming established among the common successional herbaceous species.
Sections 1, 2, and 3 of the Oakley restoration project were observed generally to be in stable condition
following a year after being flooded by a beaver impoundment for an extended period of time. As a whole
the channel's profile and cross - section adjusted only minimally from baseline conditions. However, from
approximately Station 5 +00 to 15 +00 the thalweg has aggraded relative to previous years. This is likely a
result of the degradation observed from Station 0+00 to 5 +00 where sediment from upstream of the
project area as aggraded relative to the baseline thalweg. The stream appears to be transporting the
sediment while remaining stable and functioning as designed. The channel has good connection to its
floodplain. Evidence of bankfull overflow was observed during the initial assessment in the spring of
2013 an again in November 2014. The dimension, pattern, and profile survey for MY3 conditions for
Section 1 and Section 2 are consistent with the design intent to reduce stream power and erosion potential.
An area of aggradation, noted in previous years, was again observed below the upstream culvert between
Station 0+00 and 6 +00. Only one structure, a log sill at Station 23 +27.75, was observed to be losing grade
control, but the area appears to be working toward an equilibrium. The areas of profile adjustment do not
currently threaten the stability of the stream. These areas will continue to be monitored during future field
visits to document any changes. A few relict nutria burrows were also observed between Station 4 +40 and
10 +00, but the livestakes are maintaining bank stability and these areas do not threaten the stability of the
stream. Callitriche heterophylla (water starwort), a non - invasive species, was again observed in several
areas along all three sections of the stream. This aquatic plant was also noted to be present in monitoring
years 1, 2, and 3 as well as prior to the construction of the restoration project. Neither the nutria nor the
water starwort currently threaten the stability of the restored stream. These issues will continue to be
monitored during future field visits to document any changes. The permanent pins for Cross- section 6 had
been removed and could not be surveyed. The pins wills be reset during the initial assessment of spring
2015.
During the 2013 annual monitoring the flooding caused by the beaver activity hindered the visual
assessment of the vegetative cover of brush mattresses along the entire stream and therefore was not
included in the monitoring report as requested by NCEEP. Areas observed in 2012 where brush
mattresses had less than the required 80% vegetative cover have been removed from Figure 2 in
Appendix A, as these areas currently exhibit the required 80% vegetative cover and are thriving.
The wetland preservation areas were also visually assessed during the vegetation monitoring. No issues
were observed in these areas and existing vegetation appears to be in good condition. These areas will
continue to be monitored during future field visits.
Summary information, data, and statistics related to the performance of various project and monitoring
elements can be found in the tables and figures in the report appendices. Narrative background and
supporting information formerly found in these reports can be found in the mitigation and restoration plan
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 2
Stantec - 2014 Monitoring Report (EEP4 273) December 2014

documents available on EEP's website. All raw data supporting the tables and figures in the appendices is
available from EEP upon request.
2.0 Methodology
Channel stability and vegetation survival were monitored on the project site. Post - restoration monitoring
will be conducted for a minimum of five years or until the success criteria are met following the
completion of construction to document project success. The Monitoring Year 4 survey was completed
using survey grade GPS on October 7 and 29, 2014.
2.1 MORPHOLOGICAL PARAMETERS AND CHANNEL STABILITY
2.1.1 Dimension
Dimensional characteristics were monitored at 7 permanent cross - sections (4 riffles, 3 pools) along
Section I and Section 2. Survey data included points measured at all breaks in slope including top of
bank, bankfull, inner berm, edge of water, and thalweg. Dimensional characteristics were compared to
baseline conditions. All monitored cross - sections should fall within the quantitative parameters defined
for channels of the design stream type. Stream channel stability and geomorphic monitoring for Section 3
was documented visually. Natural variability is expected, however the system should not experience
trends toward excessive increasing bank erosion, channel degradation, or channel aggradation.
2.1.2 Pattern and Profile
The entire longitudinal profile of Section 1 and Section 2 was surveyed. Stationing from the as-built
survey was used. The longitudinal profiles should show that the bedform features are remaining stable.
The pools should remain deep with flat water surface slopes, and the riffles should remain steeper and
shallower than the pools.
2.1.3 Sediment Transport
As discussed in prior project documentation, additional sediment transport evaluations will not be
undertaken during the five -year monitoring period. However, the dimension, pattern, and profile survey
for MY4 conditions for Section 1 and Section 2 were analyzed to determine whether the current sediment
competency and capacity is consistent with the design.
2.2 VEGETATION
The Carolina Vegetation Survey (CVS) Level 2 methodology was utilized to sample vegetation on
October 29, 2014. Nine 100 - square meter CVS plots have been established within the project area. In
each plot, four plot corners have been permanently located with rebar. Volunteer plant species (Level 2)
were recorded this year and will only be considered in vegetative success determinations for the stream
portion of this project. As such, volunteer plant species will be recorded for subsequent monitoring years
in vegetation plots located within the 50 foot buffer of the restored stream. Refer to Figure 2 in Appendix
A. In all vegetation plots species composition, density, and survival of the planted vegetation was
monitored.
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 3
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

This project is generating both stream and riparian buffer mitigation assets. Vegetation success for these
assets is measured in the following manners. Stream mitigation units (SMUs) require 260 planted and
volunteer native hardwood stems (trees and shrubs) per acre for a minimum of 5 years. Buffer mitigation
units (BMUs) require 260 stems per acre of planted native hardwood and volunteer stems (trees and
shrubs) for a minimum of 5 years. In accordance with North Carolina Division of Water Quality
Administrative Code 15A NCAC 0213.0295 (Mitigation Program for Requirements for Protection and
Maintenance of Riparian Buffers) "[planted vegetation] shall include a minimum of at least four native
hardwood tree species or four native hardwood tree and native shrub species, where no one species is
greater than 50% of established stems at a density to provide 260 trees per acre at maturity. Native
volunteer species may be included to meet performance standards." Also, for SMUs and BMUs, the
buffer must be at least 30 -feet wide on both sides of the channel.
The interim measure of vegetative success for SMUs for the site will be the survival of at least 320 3 -year
old stems per acre at the end of year three of the monitoring period and 280 4 -year old stems per acre at
the end of year four monitoring period. There are no interim measures of vegetative success for BMUs.
2.3 HYDROLOGY
2.3.1 Wetland
Neither wetland restoration nor enhancement credit is being sought for this project. Existing jurisdictional
wetlands as depicted in Figure 2 in Appendix A are being preserved. The wetland preservation areas are
visually assessed during each monitoring year.
2.3.2 Stream
One crest gauge has been installed onsite and is located near Cross - section 3. Each visit to the site
included documentation of the highest stage for the monitoring interval and a reset of the device. Other .
indications of bankfull flow including the presence of debris lines, sediment, or flooding were also
monitored, and their presence was recorded and documented photographically. Refer to Figure 2 in
Appendix A for the location of the crest gauge.
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 4
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

3AReferences
Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2008. CVS -EEP Protocol for Recording
Vegetation, Version 4.2 ( http : / /cvs.bio.unc.edu /methods.htm)
NCDWQ. 2004. Tar - Pamlico River Basinwide Water Quality Plan. North Carolina Department of
Environment and Natural Resources, Division of Water Quality. Raleigh, NC.
NCEEP. 2010. Procedural Guidance and Content Requirements for EEP Monitoring Reports. North
Carolina Department of Environment and Natural Resources, Ecosystem Enhancement Program. Raleigh,
NC. Version 1. 3, January 15, 2010.
NCEEP. 2008. Mitigation Plan Document — Format Data Requirements, and Content Guidelines. North
Carolina Department of Environment and Natural Resources, Ecosystem Enhancement Program. Raleigh,
NC. Version 2.0, March 27, 2008.
Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology, Pagosa Springs, CO.
Schafale, M.P. and A.S. Weakley, 1990. Classification of the Natural Communities of North Carolina,
Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation,
NCDEHNR, Raleigh, North Carolina.
United States Army Corps of Engineers — Wilmington District, North Carolina Division of Water Quality,
United States Environmental Protection Agency — Region 1V, Natural Resources Conservation Service,
North Carolina Wildlife Resources Commission. 2003. Stream Mitigation Guidelines.
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 5
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

(This page intentionally left blank for two sided printing)
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 6
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

4.OAppendices
Appendix A — Project Vicinity Map and Background Tables
Appendix B — Visual Assessment Data
Appendix C — Vegetation Plot Data
Appendix D — Stream Survey Data
Appendix E — Hydrologic Data
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 7
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

(This page intentionally left blank for two -sided printing)
Oakley Crossroads (G) Stream and Buffer Restoration (Year 4 of 5) Page 8
Stantec - 2014 Monitoring Report (EEP# 273) December 2014

Appendix A. Project Vicinity Map and Background Tables
Figure ]
— Vicinity Map and Directions
Table 1 a.b.
— Project Restoration Components
Table 2
— Project Activity and Reporting History
Table 3
— Project Contacts
Table 4
— Project Attribute

(This page intentionally left blank for two -sided printing)

N
j BE
c
N
s PITT
w Oakley Crossroads
Project Site
FQ MARTIN
d
W
O
F
�o ✓
✓i � c ^Pr�F
Ta
yi
'The subject project site is an environmental restoration
site of the NCDENR Ecosystem Enhancement Program
(EEP) and is encompassed by a recorded conservation
easement, but is bordered by land under private ownership.
Accessing the site may require traversing areas near or
along the easement boundary and therefore access by the
general public is not permitted. Access by authorized personnel
of state and federal agencies or their designees /contractors
involved in the development, oversight and stewardship of the
restoration site is permitted within the terms and timeframes of
their defined roles. Any intended site visitation or activity by
any person outside of these previously sanctioned roles and
activities requires prior coordination with EEP.
Legend
Local Roads
Major Roads
Railroads
- Conservation Easement
Streams
Municipality
_I County Boundary
BEA
Figure 1. Project Vicinity Map
Oakley Crossroads
Stream & Buffer Restoration
Pitt County, North Carolina
0 0.5 1 2 Miles
✓ l �r�,yyjj�
Yairy 11111111i,l llCni

(This page intentionally left blank for two -sided printing)

U
L
L
0
E
� � o oq
�, •� L �
p
� � 4, 3
s Cd
Q
o � $
Y w
co v
�-
g
G
'
ob
O
� N ca
a °
EL
'A
�
U
w�
tA5
cdN
41 O .�
EOF-
E i
U En
E
cr w-
P� 3
g v 3
ob
a
) o
c
u-
w t
w
o
_y
M
a �
�
N
E�
m
U
W
=
O
O
Cw0
M
N
N
eC
d0 C
llO
N
N
un
y
�
C
O
�
W
t�i
N
=m
�
°.7
C
E
O
E
R
•
O
CQ oo
°o °+
M +
00
y.4
cc
Z
ca
Z
V
+
O
+
M
+
00 f 1
G
V
V1
...�
M
M
E
R
L
O
C'
E
O
CC
v'ni
O
N
cn
M
.r
UL
u
°o Q
M
_
r
�
�
ea
u
ea
a
a
Q
0
on �
5 V
o
cl
w
N
N
W y
Gz.
w
E�
V
U O
U
aU`o
v�
CA v
cr
�
am
3

U
.Q
fl..
Q
C
0
z
W
M
L
N
�t
w
�
U
>2
Q
L
O
�
�
8
°
CZ
O
^
cd
C
M
N
c
C�
H
L
M
v�
0
r.
�
U
M
v
�
=
u
0
0
Q
F
c
c
c
ct
O
o
E
E
E
L
+'
L
+�
L
U
N
N
v
O
O
a
>
s
s
�
°'
cy
c
U
u
E, ,
ti
ri
ri
U
a
.i
U
.Q
fl..
Q
C
0
z

Table 2. Project Activity and Reporting History
Oakley Crossroads Stream and Buffer Restoration EEP# 273
Elapsed Time Since Grading Complete:
42 months
Elapsed Time Since Original Planting Complete:
42 months
Number of Reporting Years':
4
Data Collection
Completion or
Activity or Deliverable
Complete
De live ry
Mitigation Plan
n/a
August 2006
Final Design — Construction Plans
n/a
June 2010
Construction (Grading complete)
n/a
May 2011
Seeding
n/a
May 2011
Planting
n/a
May 2011
As -built (Year 0 Monitoring — baseline)
June 2011
July 2011
Year 1 Monitoring
September 2011
November 2011
Replanting (bareroots)
n/a
January 2012
Year 2 Monitoring
October 2012
November 2012
Year 3 Monitoring
November 2013
Februrary 2014
Year 4 Monitoring
October 2014
November 2014
Year 5 Monitoring
n/a
n/a
1 = Equals the number of reports or data points produced excluding the baseline

Table 3. Project Contacts Table
Oakley Crossroads Stream and Buffer Restoration (EEP# 273)
Designer
Stantec Consulting Services, Inc.
801 Jones Franklin Rd, Ste 300, Raleigh, NC 27606
Primary project design POC
Nathan Jean (970) 449 -8615
Construction Contractor
Ecosystems Grading Solutions, Inc.
6642 Roper Hollow Rd., Morganton, NC 28655
Construction contractor POC
Bobby Koone (828) 584 -3018
Survey Contractor
Turner Land Surveying
3201 Glenrid a Dr., Raleigh, NC 27604
Survey contractor POC
Elizabeth and David Turner (919) 875 -1378
Planting Contractor
Bruton Natural Systems, Inc.
P.O. Box 1197, Remont, NC 27830
Planting contractor POC
Charlie Bruton (919) 242 -6555
Seeding Contractor
Ecosystems Grading Solutions, Inc.
6642 Roper Hollow Rd., Morganton, NC 28655
Contractor point of contact
Bobby Koone (828) 584 -3018
Seed Mix Sources
Green Resources
Nursery Stock Suppliers
Southeastern Native Plant Nursery
South Carolina Super Tree Nursery
Natives
Monitoring Performers
Stantec Consulting Services, Inc.
801 Jones Franklin Rd, Ste 300, Raleigh, NC 27606
Stream Monitoring POC
Tim Taylor (980) 297 -7669
Vegetation Monitoring POC
Amber Coleman (919)865 -7399
Wetland Monitoring POC
n/a

Table 4. Project Baseline Information and Attributes
Oakley Crossroads Stream and Buffer Restoration (EEP# 273)
Pro'ect Information
Project County
Pitt
Project Area (acres)
26.6
Project Coordinates (latitude and longitude)
35.76692,-77.269077
Project Watershed Summary Information
Physiographic Region
Coastal Plain
River Basin
Tar - Pamlico
USGS HUC for Project (14 digit)
0302010309002
NCDWQ Sub -basin for Project
03 -03 -06
Project Drainage Area (sq mi
1.71
Project Drainage Area % Impervious
<1%
CGIA Landuse Classification
Cropland and Pasture
Reach Summary Information
Reach name
Section 1
Section 2
Section 3
Length of reach linear feet
3,799
40
289
Valley classification
Vlll
VIII
Vill
Drainage area (acres)
1,014.5
1,014.7
1,092.3
NCDWQ stream identification score
41
40.5
40.5
NCDWQ classification
n/a
n/a
n/a
Morphological description (stream )
E5
F5
F5
Evolutionary trend
E5
C5
C5
Underlying mapped soils
Bladen
Pante o
Pante o
Drainage class
Poorly drained
Very r drained
Very r drained
Soil h dric status
Yes
Yes
Yes
Slope
0-2%
0 -1%
0 -1%
FEMA classification
Zone X
Zone X
Zone X
Native vegetation community
Riverine bottomland hardwood and mesic mixed hardwood forest
Percent composition of exotic invasive vegetation
00/0 1 00/0 100/0
Wetland Summary Information
n/a - wetland preservation only
Re u atory Considerations
Regulation
Applicable?
Resolved?
Supporting Documentation
Waters of the United States - Section 404
Yes
Yes
USACE 404 permit
Waters of the United States - Section 401
Yes
Yes
NCDWQ 401 permit
Endangered Species Act
No
n/a
n/a
Historic Preservation Act
No
n/a
n/a
Coastal Zone Management Act (CZMA) /Coastal
Aream Management Act (CAMA) I
No
n/a
n/a
FEMA Flood plain Com fiance I
No
n/a
n/a

(This page intentionally left blank for two -sided printing)

Appendix B. Visual Assessment
Figure 2 — Asset Map (1 Sheet)
Figure 2a and b — Current Condition Plan View (2 Sheets)
Table 5 — Visual Stream Morphology Stability Assessment
Table 6 — Vegetation Condition Assessment
Photos — Stream Stations (S1 -S9)
Photos — Vegetation Plots (V1 -V 19)

(This page intentionally left blank for two -sided printing)

m
_ _T
} C
O
y C
C -
- C
m
C
(D —
X C C C
O O N
N y y C
U U (A
ill L t m � C
X t
� W W o � 0
E m m 3 z
N N
a)
N N .O C1 N
'y N Cl
C �
C C C O 7 N U C
O O O -0 6 t0
L y
U) cA U) O Z a0 LL S>
l
C E
N
f6 y N
y
>
�
2
f6 C f3
N
N o N O
Q N
uqi
U L
Y Y
N p N
?.
N M
N
M O 'C M C
N N 3 C
2c
C��y
Q
y
N cn IO C
c3
o�•n0)
N
C
CO OD Val
_Z d
G N
Cl
04 CD
M_. 00 M
N
th
U @
N O�
co
0
d C U C
O v-0
E
a
CD N N
C N
(C N N
no 3
ti �c o
' C O C�
O N
Z=
_ C r
N
:3
Ln +�. L M
(0
v m
'Q
0) O
h 'O C
N N W N O
(D o
C 0. o
O
U�
M
0:
c °—� u CD W
O -- N
lC 0)
N FO- M)
N
N M
N
N
N
L C] C
3 O C
m LJ
1 1
m .3 0 C
a
_ _T
} C
O
y C
C -
- C
m
C
(D —
X C C C
O O N
N y y C
U U (A
ill L t m � C
X t
� W W o � 0
E m m 3 z
N N
a)
N N .O C1 N
'y N Cl
C �
C C C O 7 N U C
O O O -0 6 t0
L y
U) cA U) O Z a0 LL S>
l
a
r^i
uqi
14 �
m
X
-
n
rV
O
fV
Cq
I'D
1l
w
V
N
a
N
N
N
N
N
N
N
N
N
T
p
-
-
8p
r-
r-1
O
Ln
00
Ol
-1
1-
-4
Q1
r-
Ql
r�
N C
7
00
rn
r4
Ln
Ln
1
rn
zi
r4
TO
IND
��
c
y
a_I
r-
n
t`
N
t\
^
r-
n
O
.-.
U N
Ul
m
ul
m
vl
m
vi
m
vi
m
ui
rn
ui
m
ui
m
t!i
en
p
N m
N a>
C
N C
O O
00
0
U Z
O
QI
f0
� N
00
w
.-I
d
N
n.
m
CL
V
CL
Ln
CL
W
Cl
rl
n.
00
d
01
CL
00
00
00
lD
.-i
m
1-4
.--I
.--i
r-
f`
Ql
v
-4
lb
1
N
to
Mo
m
re)
m
m
00
W
Ql
M
rl
N
O
0 r-I
O
m
v1
1.0
u1
1n
O
v1
N
w
a-1
N
�
N
N
f\
N
n
r"
N
n
N
n
N
n
N
lD
W
N
lD
W
N
tD
N
�D
w
N
lD
N
lD
N
N
lR0
N
Y
t`
r\
r<
r,
t`
n
n
n
n
n
N
n
r-
1-
r,
_
I
t
I
I
I
I
I
1
I
I
I
I
1
1
m
'.4
ct
rn
rn
v1 w
O
r-
m
to
d
op0p
00
O
O
a
O)
01
fn
f,
rn
c-1
O1
`
.•,
r,
m
w
rn
v1
rn
v1
m
m
m
(N
m
3
`°
^
`kD
r\
n
w
w
�
G
ui
m
vi
rn
ui
m
ui
rn
vi
rn
vi
m
ui
m
ui
rn
vi
rn
ui
rn
ui
m
vi
m
ui
cn
ui
m
V)
a0
CO
c
Q
CL
`
J
CC
J
E
J
K
J
0:
G
M
S N
NO
ri
v
N
v,
N
vi
m
vi
m
(A
T
u,
V
Ln
Ln
vi
v1
vi
W
�
W
Ln
1l
V)
r-
ut
+„�
m ti
N
'p
It U.
U
x
x
x
X
x
x
x
x
x
x
x
x
x
x
N
p y
Paz
E
a
N
d W
4)
0 Q
U
3
C
&
ii
a
N
Q
Z
Uo
0
A
_
L
y
�
O
1

�I
W
'b
(IQ
cD
R
0
0
c�
cr
O
0
O.
CD
CL
vQ

I!;
=t
If . •,r
IA
� It f iltj
yyr! 114•i , d•ii 'lij �.ji of !r i1;
7�,.tii 1i .�i• /.iii lyl if° -.,1 '', .f,,,.
.i ! i 5.f r f1•i ��•.
' y.,t'. is 8
04 AI iii drf! ; d(NO 4
if }iii4.•tii
Ol
i
d f I'd
#( +fi[ ii��tid it(�d
i1l,; ti �fid ji(�i1 d �ifd' •� ( .
- i i'
iI f ,4
X15, {°�1�1 •, 1DJ iy, ,-
i�, fei 'ii ��, lei S'.•+le, ;+
,'fyl4,41
i•I •,+ %6e1 I 0 r!
t
if ( i40 (
N11"
y
�
�
L
T
C
O
Qi
a
_
••rf
! i••a. . :�'-! yyiii.
.i i.�+
•N.
=
N
d
m
E
O
=
N
CO
72
m
T-N
0 N
N
x N -
cZZZZZZ.ZZZ
CL m
to
CN C
N ;
Y Q1 m
C m
.N (U •in Q
(u > X
J W m
m
M
N O C
O W
•�;!:! ;
iii4
Jd• {�r'd i {,f J
N
Z
: f 1
1f
_ far
i,1 d' ir�'! � i i' d •
ir�'d
• : .; 1�!Id r
aar �' fe %�+1 ids
il4d ri(Sril.
. �' r �i(ar• /Y
m
4)
fn
M
s
'V/
C
a
LL
3
0
O
N =
C_ ,
C
O
U
cA
C
O
U
M
C
O
U
M
O
L ffJ
O
3
�
=
Z
� m VJ
C y
N
a U
m-
M
� Y
fT cn U
J J m
=t
If . •,r
IA
� It f iltj
yyr! 114•i , d•ii 'lij �.ji of !r i1;
7�,.tii 1i .�i• /.iii lyl if° -.,1 '', .f,,,.
.i ! i 5.f r f1•i ��•.
' y.,t'. is 8
04 AI iii drf! ; d(NO 4
if }iii4.•tii
Ol
i
d f I'd
#( +fi[ ii��tid it(�d
i1l,; ti �fid ji(�i1 d �ifd' •� ( .
- i i'
iI f ,4
X15, {°�1�1 •, 1DJ iy, ,-
i�, fei 'ii ��, lei S'.•+le, ;+
,'fyl4,41
i•I •,+ %6e1 I 0 r!
t
if ( i40 (
N11"
d ii a
.r .
i(� l
N
a i.Ca ��i�A I
q "• - f
r•; ;
r3
N
IT
iL O
N N
01
N
O
15 CDO
O o
0
o
N
y
�
�
L
T
C
O
Qi
a
_
O
3
M
=o
N
0
I1
0
•N.
=
N
d
m
E
O
=
N
CO
72
m
T-N
0 N
N
x N -
cZZZZZZ.ZZZ
CL m
to
CN C
N ;
Y Q1 m
C m
.N (U •in Q
(u > X
J W m
m
M
N O C
O W
O
N
U
N
CL
I2
T
N
Z
L
W
E
L
W
E
0
-0>
m
m
C
m
Z
O
L
m
(D
U1
m
0)
fn
N
m
4)
fn
M
s
'V/
C
3
LL
3
0
O
N =
C_ ,
C
O
U
cA
C
O
U
M
C
O
U
M
O
L ffJ
O
3
�
=
Z
� m VJ
C y
N
a U
m-
M
� Y
fT cn U
J J m
l
15
®��a111
O
c
O
.
fy
tm
tm
D
C1
01
tm
tm
0)
'c
•c
._
'c
'c
C
'c
'c
C
•c
'c
'c
�
c
O
O
UU
:.�QQSQ4449
C
L
L
G
L
L
L
ui O
M
1d
N
N
M
!n
fn
N
N
to
BA
H C
C
m
�C
�_
C
�C
C
�C
C
O
N
to
O
O
N
N
M
0
H C N
O
I�
�
00
O
W
00
N
1-
!A
CO)
Lc)
chi
O
g
O
NN
M
.
a+0
±
e.
.
��pp
.
O
N
N
N
N
tM
M
m
M
M
M
A
N
N
4)
N
N
N
fA
J
J
J
J
J
J
L
L
L-C
L
L
3:
3
3pp
p3
8
p3
00
p3
0
0
0
0
3
V%
V%
Y
Y
Y
Y
Y
Y
J'r
JO
J
f7j
M
M
M
of
of
J
C
�
N
C
lqt
LO
(O
f,-
00
O
C
1
d ii a
.r .
i(� l
N
a i.Ca ��i�A I
q "• - f
r•; ;
r3
N
IT
iL O
N N
01
N
O
15 CDO
O o
0
o
N
y
�
�
L
T
C
O
Qi
a
_
O
3
M
=o
N
0
I1
0
•N.
=
N
d
m
E
O
=
N
CO
72
m
T-N
0 N
N
x N -
Y
y N m
O C
-Id Y
fA m E
CL m
to
CN C
N ;
Y Q1 m
C m
.N (U •in Q
(u > X
J W m
m
M
N O C
O W
O
N
U
N
CL
I2
T
_
}
T
C
O
Qi
rn
3
m
o
c4
n
L
O
O
N
U
O
N
U
N
#A
N
Vi
f
E
L
W
E
L
W
E
0
-0>
m
m
C
m
Z
O
L
m
(D
U1
m
0)
fn
N
m
4)
fn
M
s
'V/
C
3
m
L O
a
a m
3
0
O
N =
C_ ,
C
O
U
cA
C
O
U
M
C
O
U
M
O
L ffJ
O
3
�
=
Z
� m VJ
C y
N
a U
m-
M
� Y
fT cn U
J J m
l
®��a111
O
U) X }
� rn
T C
0 Z
M N } O
E E E
a>
v m y I' Do N N
U) y
Vol S o rn
o 0 j w cn m 0 m o 0
o 0 Z
O E— a O a Z I`
o 1d o E a
L U - " C O
a.— iv U- U- U In m' m' m'
�z ioa�o a
V
V
IL
d
\ > rV
O
� � C
LL. • —o
e� _ m
x 0 m = N
V N r- a-
c c A
Z
v Ma. -E E
wC 0)
W C
co U
C
N 4J
H �
LL �
Y
R �g
o
l� E3

rR
'v
va
c�
cP
0
O
cu
cr
O
O
1
a
CD
a
b
vo

y! i
I:.
is
udd
r�ii,j
ail S
it.
x1l)
I
r
rn
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
.i
LL
0
N
N
O
w
N
U
47
O
U
O
'C
N
Q
CD
O
C
O
C
O
C
Q
Q
C
J2
C
Q
CC'
.�
O
C
C
C
C
C
C
N
m
L
rn
C
O
in
O
0
i
W
C
O
LL
O
C
0
ca
M
2
U)
N
tlT
U)
U)
U
N
CO)
O
0
Q
N
m
rC
:
O
Y
`r-
V)
E
m
C
N
N
N
C
CC
-O
C
C
C
N
C
m
X
N
�
't
f6
C
O
`
n
N
�
Lo
H
t0
.>
C
N
N
OND.
'y
.y
Q
m
N
O!
C
F
>
J w
CO)
O
O
O
�p
CO
E
O
+
O
+
O)
CO
co
co
f
N
Cl)
M
»
»
1d
O
J
O
J
O
J
J
O
J
J
Ae
$Y
$L
Y
$Y
Y
_
-
-
-_�
1
1
-54AA
1
C
d
Vi
Y
Y
Y
L
C
T
CT
U
y! i
I:.
is
udd
r�ii,j
ail S
it.
x1l)
I
r
t \0 e i
e _ C
a% m
le
c
o E E c
' ..
�. t6 Cm N IM
C
rn 0
w w w o O
E E E T m 2 L
(•�4 !
W aMi L 3 cu 3
1• A �� ' N a
N CO tT (D
_
,' a C C C O C M fC
a O O O L D fC U) Y
> ^• U U U t C C N O) CA U
(A U) fn O Z Q.. U J J
i, x N X }
i �i•.. -. _ JCL �"i W
iJi' E w
Z
d
C
O A y Ui to
a
p_p Q a a •_ q
0. i3 1i d' L L
' d N Li Li U �
�r V
} L
L
0
C
a �o
OD :' titN
N
r-
0 L
is #
Z
U a E
C �wc(D
d +L+ p 0
i N U
U c a G
L
N
N Ln
3 U
LL
�. Q
LL O
0
0
N
N
N
47
O
U
O
O
N
o
N
O
0
N
m
L
rn
C
O
in
O
0
O
LL
O
C
0
M
2
o
U
O
N
m
'O
Y
`r-
V)
E
m
N
N
N
C
O
=O
-O
N cn
Y
N
m
X
N
N
+Ym.
N
N
f6
C
E
L
`
n
rn
O
O)
t0
.>
C
N
N
;
'y
.y
Q
m
O
U
C
F
>
J w
O
w
E
t \0 e i
e _ C
a% m
le
c
o E E c
' ..
�. t6 Cm N IM
C
rn 0
w w w o O
E E E T m 2 L
(•�4 !
W aMi L 3 cu 3
1• A �� ' N a
N CO tT (D
_
,' a C C C O C M fC
a O O O L D fC U) Y
> ^• U U U t C C N O) CA U
(A U) fn O Z Q.. U J J
i, x N X }
i �i•.. -. _ JCL �"i W
iJi' E w
Z
d
C
O A y Ui to
a
p_p Q a a •_ q
0. i3 1i d' L L
' d N Li Li U �
�r V
} L
L
0
C
a �o
OD :' titN
N
r-
0 L
is #
Z
U a E
C �wc(D
d +L+ p 0
i N U
U c a G
L
N
N Ln
3 U
LL
�. Q

f
MR
V
b
b4
cv
cu
O
c�
O
O
y
a
c�
CL
v
ara

L
m O
co
M M
L
rn
W
J
N L
m �
a R
H �
X C O
o0
00
°o
a CD
' y3
>
C C" C
C O
y N L A
A G G W
O
O
O
O
ti >
ii
- c
L > O
N a
C N
O
O
O
O
�=
z>
d rn v
a E c
0
0
0
0
0
0
0
0
0
0
C
0
0
0
0
0
� v
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a �
o m d
c a
' o
0
0
0
0
0
w
° c o
0
Q� LL
O d N
G
d 0
a E
o
0
0
0
0
0
E w
� c d
Z � N
A d 7
�p
t0
t0
c0
tD
m
~
�a
c d
_
d u v
CL m
u
a
m
o
_
_
m m
=
S
c 0
vo
0
c
o
s
W L
a
O
O
m
P
A
C L
�S
T
U
m
MC
C u
er
g
�
m
�,
c�
u
w-
Al
C pvc
C
m
2
mv°� o
m- m
m
v�
C7
in
co
0,8
`c
00
O
0
"
Q
CY
w
c
a
•
c
o
0
cU
r1°
E
■9
0
$
�
A
_a
c
a
L �
q
V ui
C O
Y
v
d N
d d
c y
o c m
r
v
m
A
m
c u
w
r2 U U
r
ri Vf

� •
/
/
§
/
/
2 �
/
/
� k
�
\
2
,2
k
z�7�2
2_
>
gL
CL,
b
/
c¥�§
/q
_2
•
_2
�§
§
—
%
—
§)
6
�
,,
$}
cz
/
ok
a
j
cr
\
\
aj
E
2
= -
tj
- —
\
g
ƒ
)
\
Q
K 2
4
)
2§�
\
k
\
\ \
\
cz
d
—
±
>
& —
< §
CN
±
\
\
\
(
§
/
�
B
\
\
`
cc
©
;
E
C.0
<
k
k
2
\
{
k
-
§
E
>
=
6
R
>
¥
w |

Stream Station Photos
Photo Station S1— Stream channel looking downstream at cross - section 1
Station 00 +72 - Priority 2 (10/07/14 Year 4)
Photo Station S2 — Stream channel looking downstream at cross - section 2
Station 06 +17 — Priority 2 (10/07/14 Year 4)

...,.., - -chill UJ — ,3uGacn cnannei iowung downstream at cross - section 3
Station 12 +59 — Priority 2 (10/07/2014 Year 4)
-L"LI U Llt — OLICain cnannei ►oolong downstream at cross - section 4
Station 28 +46 — Priority 2 (10/07/2014 Year 4)

Photo Station S5 — Stream channel looking downstream at cross - section 5
Station 32 +71— Priority 2 (10/07/2014 Year 4)
Photo Station S6 — Stream channel looking downstream at cross - section 6
Station 35 +24 — Priority 2 (10/07/2014 Year 4)

rnoto Ntatnon 17 — Stream channel looking downstream at cross - section 7
Station 38 +71 — Enhancement 2 (10/07/2014 Year 4)
rtioto station 58 — Crest gauge indicating a bankfull event (04/02/2014 Year 4)

Photo Station S9 — Sediment on vegetation above bankfull limits (10/07/2014 Year 4)

Vegetation Plot Photos
Photo Station V1 - Veg Plot 1 looking southeast (10/29/2014 Year 4)
Photo Station V2 - Veg Plot 1 looking east (10/29/2014 Year 4)

Photo Station V3 - Veg Plot 2 looking south (10/29/2014 Year 4)
Photo Station V4 - Veg Plot 2 looking southeast (10/29/2014 Year 4)

r if
a
Piz,,

��,,. ..S
,` �
,4
i�
d
ay
v .
��
1 �1 +

Photo Station V9 - Veg plot 5 looking south (10/29/2014 Year 4)
Photo Station V10 - Veg plot 5 looking southeast (10/29/2014 Year 4)

Photo Station V11 - Veg plot 6 looking east (10/29/2014 Year 4)
w
Photo Station V12 - Veg plot 6 looking northeast (10/29/2014 Year 4)

Photo Station V13 - Veg plot 7 looking south (10/29/2014 Year 4)
Photo Station V14 - Veg plot 7 looking southeast (10/29/2014 Year 4)

Photo Station V15 - Veg plot 8 looking east (10/29/2014 Year 4)
Photo Station V16 - Veg plot 8 looking northeast (10/29/2014 Year 4)

Photo Station V17 - Veg plot 9 looking northeast (10/29/2014 Year 4)
Photo Station V1 8 - Veg plot 9 looking north (10/29/2014 Year 4)

Appendix C. Vegetation Plot Data
Table 7a,b. — Vegetation Plot Mitigation Success Summary
Table 8 — CVS Vegetation Metadata
Table 9 — CVS Stem Count Total and Planted by Plot and Species

(This page intentionally left blank for two-sided printing)

Plot #
Riparian
Buffer
Stems'
Oakley Crossroads (G) ( #273)
Year 4 (29- Oct -2014)
Vegetation Plot Summary Information
Stream/
Wetland
StemS2 Live Stakes Invasives Volunteers'
Total°
Unknown
Growth
Form
0001
20
22 0 0 14
36
0
0002
8
8 0 0 33
41
0
0003
22
22 0 0 8
30
0
0004
19
20 0 0 26
46
0
0005
10
10 0 0 6
16
0
0006
22
22 0 0 536
558
0
0007
5
5 0 0 12
17
0
0008
16
16 0 0 2
18
0
0009
17
n/a 0 0 34
51
0
Riparian Buffer Vegetation Totals
Wetland /Stream Vegetation Totals
(per acre)
(per acre)
Success
Stream/
Criteria
Plot #
Success
Met?
Wetland
0001
809
Criteria
Plot #
Stems2
Volunteers'
Total°
Met?
0001
890
567
1457
Yes
0002
324
1335
1659
Yes
0003
890
324
1214
Yes
0004
809
1052
1862
Yes
0005
405
243
647
Yes
0006
890
21691
22581
Yes
0007
202
486
688
No
0008
647
81
728
Yes
0009
688
1376
2064
Yes
Project Avg
638
3017
3656
Yes
Riparian Buffer Vegetation Totals
(per acre)
Riparian
Success
Buffer
Criteria
Plot #
Stems'
Met?
0001
809
Yes
0002
324
Yes
0003
890
Yes
0004
769
Yes
0005
405
Yes
0006
890
Yes
0007
202
No
0008
647
Yes
0009
688
Yes
Project Avg
625
Yes
Stem Class characteristics
'Buffer
Stems Native planted hardwood trees. Does NOT include shrubs. No pines. No vines.
2Stream/
Wetland
Stems Native planted woody stems. Includes shrubs, does NOT include live stakes. No vines
3Volunteers Native woody stems. Not planted. No vines.
°Total Planted + volunteer native woody stems. Includes live stakes. Excl. exotics. Excl. vines.
Color for Density
Exceeds regtfirements by 10%
Exceeds "Arements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to mMequirements by more than 10%

Table 8 - CVS Metadata
Oakley Crossroads Stream and Buffer Restoration - EEP #273
Report Prepared By
Amber Coleman
Date Prepared
11/18/2014 15:00:59 PM
database name
STantec_ Oakley_ 2014cvs- eep- entrytool- v2.3.1.mdb
database location
U: \175613016 \project \site_data \vegetation
computer name
COLEMANA -LT
file size
61751296
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT------- - - - --
Metadata
Description of database file, the report worksheets, and a
summary of project(s) and project data.
Proj, planted
Each project is listed with its PLANTED stems per acre, for each
year. This excludes live stakes.
Proj, total stems
Each project is listed with its TOTAL stems per acre, for each year.
This includes live stakes, all planted stems, and all
natural /volunteer stems.
Plots
List of plots surveyed with location and summary data (live
stems, dead stems, missing, etc.).
Vigor
Frequency distribution of vigor classes for stems for all plots.
Vigor by Spp
Frequency distribution of vigor classes listed by species.
Damage
List of most frequent damage classes with number of
occurrences and percent of total stems impacted by each.
Damage by Spp
Damage values tallied by type for each species.
Damage by Plot
Damage values tallied by type for each plot.
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each species for
each plot; dead and missing stems are excluded.
ALL Stems by Plot and spp
A matrix of the count of total living stems of each species
(planted and natural volunteers combined) for each plot; dead
and missing stems are excluded.
PROJ ECT SU M MARY-------------------------------------
Project Code
273
project Name
Oakley Crossroads (G)
Description
Stream and Wetland Restoration
River Basin
Tar - Pamlico
length(ft)
stream -to -edge width (ft)
area (sq m)
Required Plots (calculated)
Sampled Plots
9

�2
Y m
w �
d �
00 C
C
E
� d
d a
v c
C �
q n
n —
n Q
a A
a a
N
U
v
m
5
C q q
q L i
u 01
5
� E E
C C N V
E E
w y°
> >
v v v
E,
v v o
a v
%u tai
W W u
11111111111111111
=11111111
=I�
11
BIIIIIIIIIIIIIIII
111111111
1�
111111111111111111111111111
��
e�llllllll�lllllllllllllllll�
1
111111111111111111111111
18
IN
�'ii
°�iiU�
�ii�ii�
11
111I1�11�11�1��1�I1
_
a111111111111111II111I111N11I
IN
10
�A11111I11II1I1111111111�1111
I
Nd
����''
��11�11111�1�1�11�11111111
a�ll�
�111�1111111111
11
�,
��111111�111�1�111111111�����
Lill
��11�11�11��1�1�1�111111111
�1���
l8
IIIIIIIIIIIIIIINIIIIIIIIIII
�2
Y m
w �
d �
00 C
C
E
� d
d a
v c
C �
q n
n —
n Q
a A
a a
N
U
v
m
5
C q q
q L i
u 01
5
� E E
C C N V
E E
w y°
> >
v v v
E,
v v o
a v
%u tai
W W u

y
0
�_
r
i...
a
8.
�'
..

Appendix A Stream Survey Data
Figures 3a -g — Cross - Sections with Annual Overlays
Figure 4 — Longitudinal Profiles with Annual Overlays
Table 10a,b. — Baseline — Stream Data Summary
Table 11 a. — Monitoring — Cross - section Morphology Data
Table 11 b. — Monitoring — Stream Reach Morphology Data

(This page intentionally left blank for two-sided printing)

O
00N lDlD m 00 m, m
-4 -4 V 0 00 ""i O 1N-1 lD N,4 -4
Nn 0
r! '-0M NLA� V O
Ln ^ V V Ol 0 Lf
D 0 0
,Ov al rte -/N wi--IO Nto e-1
n
In LD ll, N
D OD r-4 .6 V w. -1 O 11 to r-1
0IwIrvlvlool_I_INI.Io
I W co O
O 000Ncc M'y
C y m C m f0
13 � a3
C2 c c w
°wv`3oO« of
of a. U
Q 7 7� d a O ° ma c
c` c c o o x m p
m m m 0 o c c
m m m m r+1 rn m m m m "I'" m m m m M m m lm
w n N m M m w�i_4 m v m w v kD Ln Ln n -4 N
On m m-1 X70 a10mV . W m 99 "Ln 00
.
�000 �� o �� -4000 mmmm
d'vvvvv Mmmmmm
noovnalLnvtpalLnN.�n. -IOOV Lna000m
O1 oo L9 O.-1 V Ln W M a10 N al al al al�.--�
m00NtD0rnr,a wm"V LnLALon00O)
V 1 Ln tD tD n n n o0 m 00 00 m m m m m m m. O
" , -4 N N N N e--1 -1 e-1 r-1 r-1 e-1 11 N
Ol al el mnv On tr1 V O1 oo Q to LD my n.--1 tO
O alalOn nOlmrq I(31 Ln tN".-1 N tDnn
14 O 0-4 O O O O O O m m m m a1 O1 O1 O1 O1m
vvvvvvv v vmwmmenmmmmrnm
.-Im 000 lDR W lO Ln NlOme -tO tD .-I V10lDN
mmm - Inrvvvnaotpnma vn n +Inoo
. . . . . . . . . . . . . .
LOlnr,r,00 DwmmmmmaLntpm mmo
Ln tD n n o0 00 00 01 al al O1 01 01 H a1 a1 al a1 a, 0
r-L r-1 .-1 r-1 .i e� rl r-1 '-I N r/ r-1 r-1 '-i ri r-1 r-1 r-1 N N
lb -I H O1 0 ,t 0o oo lD ''1 -I to V n tD n O N M V
N r1 0 n 0 00 Ot O O LT n n a0 Ln N .-1 O 00 n I tD
8
O
N
8
O
N
N
O
Y
O
O
g m
0
i
N
O
}
8 '
0
00
x o
}
o �
I I
a
0
d
w
O
O 7
O Y
D C
N m
m
0
O
w
m
m
Q
d
8 0
o n.
a1 c
8
LL
I
8
}
.j
my
Q
8 I
n O1N
V
tonlD
N
Ln
O
O
O1
m
a1 V
a
0m
0-4
n
.-1
tO
n
N
N
V1
O1
N tD
"
O
*
W
Ln
m to
w
N
Lp
00
N
U100
N'1
tO
00
�-i Nm
�
�
V
Ln
Lr
Ln to
Ln
LD
w
to
n
n
n
00
OO
00
00
01 m
m
m
m
m
m
-4
.-4
N
N
-1
1-7
Y
d
Q1�
W
N00mN
NO1n
O1
OMw
ON
Ln
o
NnM00
V
NOlp
to
000
r1
a11DN0O1
O1
o
m
F `
00 lO
1p
0
l./7
Ln
In
Ln
Q
Ln
V
M
-4 N
N
O
'-1
N
O
c N
a a�iaava�ia�Vaaaa[raVVe
Ln r4
(`0 O
O
M1DnOn
W
OnnMLn
OIO'
-t N
Ln
n
Ol
mm
Q
.-i
n
o0
n
1p
m
rl
In
m
-1
r,
v
OmnIDN
o
o
al oo
rI N
In
m
r,
v
o;
Ln
-t
rn
,-i
00
r,
00
01
oo
m
o
Ln
N
r,
rn
oo
v Ln
lD
�
Ln
tp
l-i
n
a;
n
ri
00
+-
d V � V V C � m
1-i
e l
1-4
C-1 c-1
e-1
.1
rl
11
rcnt1
�_ d
(3}) uoliena13
V1
al cj
00N
W
M
N
N
01
n
O1
O
M
-,T 00
lD
N
V'n
N n
m00
V
NOlp
Ln
L1OO
1-4
0l
Oal
lD
lON
�
tX1 tD
LD
00
Ln
Ln
Ln
Ln
V'm
11 N
1 -40000
a, G
vavvvavvvvvv
-It
-It vvvvvv
ff �c
N
N
O
u` a,
M tpn
On
00
OnnM
LnM
O.
-+N.
-1
O
M
(3)n
mrinoonlpn
.- 4Lnr1
nOMnlDmm0000
n
C! X
m00
Ln
r-m
*.
nm
wO
Ln
n
0000m
to
0r-4
CS �(
NNM
V
Lnn
0000
01m
ONMK
Ln
tDn
W
MM
A

I
8
S
M
8
o
co
N
O
O
O
tD
N
8
O
Q
N
O
O
O
N
N
}
M
O
N
O
}
I
ti
O
}
I
O �
O O
O O
O a+
N 1p
C
O
_v
W
3
Y
C
A
fO
8
O
00
C
O
v
w
in
v
O Q
O y
O C
� O
N
d
O
O
LL
1
1
8
0
S
}
3
[D
Q
i
8
O
ry
.-1
Y
G1
d
� I
U f�
8
2 0
V
~ m O
O O O
0 N O
O O O O O O
O O O O
H y a
a c a v a a
am co n
v m m m
(u) u01lenal3
m N
O C
� O
O �
U �+
v x
Y
m
0

Y
N
01
L
v of
Ln
+
61 N
C �
I
I
I
I
I
I
I
1
1
I�
I
1 �
1
I
I
I
I
I
1
I
1
1
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
8
8
In
M
=1
ref
m
0
T
C�
C
8 I N
Y
I
8
O O
O w
N O
d
w
7
Y
C
m
8
O
u1 c
� O
m
d
W
d
Q
O
d
O
O
LL
I
8 I
C5
O
ti
8
O
` C
0
vnnnV
n Ln
40 am+
Ln
7 V V M M M
inn
(u) uol3enal3
O
� a
LD
Oo
C
O
00
m
fV
O,
n
M
N
to
1
N
.--�
N
A
C}C
L
M
w
m
OLD
0)LD
LD
Ln
LD
LD
C)
n'~m0
(Ti
N
al
N
VOID^
rv)
m
rl
N
In
V
rv000r
On
O
Lr)
V
00
O
co
N
'y
CD
Ln
r-oU
c>c
G
M
m
N
V
N
.y
0
n
Ln
.�^
d
:)
nLn
ono
C>
.
O
n
V
V
-IC
m
00
Lri
O
L
m
m
N
V
N
O
00
ID
00
rl
ID
O
n
°o
ID
}
Ln
0
v
o
ni
p
u
D
M
M
N
Q
-1
-4
m
w
c
Q
o
Y
m
C
O
]
U1
N
Y
C
r-1
O
i
C
O�
v
.�
m-
C
.-+
.�
-
p
ti
<m
Y
Q
m
C
Q
d
0°
v
v
p
°
O
y
L
v
7
7dO-
v0
c2
E
C
C
0
0
x
m
0
a=.
c
2
d
V1
m
m
m
m
moo
m
LL
m
Cm
L
Cw
G�
C
c
W
m
m
N
Y
N
01
L
v of
Ln
+
61 N
C �
I
I
I
I
I
I
I
1
1
I�
I
1 �
1
I
I
I
I
I
1
I
1
1
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
8
8
In
M
=1
ref
m
0
T
C�
C
8 I N
Y
I
8
O O
O w
N O
d
w
7
Y
C
m
8
O
u1 c
� O
m
d
W
d
Q
O
d
O
O
LL
I
8 I
C5
O
ti
8
O
` C
0
00
n Ln
40 am+
Ln
7 V V M M M
O
(u) uol3enal3
O
� a
0 fY1
C
N O
o 4�
u
V
to
1
DO
N
A
m
C
d
O
W
}
CIO.
n
.-i
.-
c Ln
m
O
N
-1
r-1
i
O •--1
.�
.�
.�
.-+
.�
ti
M
m
V1
C
0)
Ln
O
Ln
N
00
O
N
0)
C
In
lD
lD
M
V
M
O
M
O
00
ID
Ln
M
m
0
.-1
n
00
n
M
M
M
M
M
W
CO
M
n
Q
O
V
W
In
0)
.- i.--
i.-
-i.-
-i
o0oo6mmm
of
m
mw
W
wr-
ID
w
ID
V�
V
V
V
c r
V
V
V
M
M
M
M
M
m
m
`n
m
m
m
m
M
r n
m>
O
W
C>
L
M
•-1
0
V
0)
LDm
0)
M
V
W
00
W
O
n
Co
n
OMv
v
v
IO
nM
Ln
00
V
Ln
OlD
Ln
fV
co
n
LD
0
n
'-1
Q)n
n
M
m
1D
Q
n
.-1
n
N
w
.--i
Ln
O
N
In
w
00
00
00
0)
o
M
Ln
Ln
N
LD
IDn
n
0r-01
0)
0)00
cm)
000
0N
0
H�.L
r00-I
i
-1
N
N
N
N
N
N
N
N
H
C
co
Q)
Q)
.-1
N-It
co
o
N
V
n
N
Ln
Ln
n
v
M
Ql
O
M
lf)
co
Qm
ry
nrnnmr
rnalrnC000
moon
n
Mr-
M
m
.ter-+.
--io
0000
0
0
0
0
0
0
00
w
r-
LD
w
w
to
V
V
V
V
V
V
V
V
V
M
m
M
m
M
m
M
M
M
M
M
M
M
N
d
O
y�
>
m
.-1
-1
Ln
n
M
n
l!1
V
W
0)
O
Q
V)
00
Ln
n
n
0)
00
co
-1
Ln
LD
n
n
m
00
m
N
ID
V
m
Ln
N
O
M
-
V
O
0
m
Ln
0)
M
n
['n
n
N
Ln
00
V
O
N
ct
IO
n
00
Ol
O
rl
N
M
LnLr)U)WW
rr,
0000000
0000000
-
.--1
rl
.--1
N
N
N
N
N
N
(N
N
N
N
N
♦+
Ln
C
O)N
O0
Ln
Ln
O
n0)ID
V
W
n00
lDNnmW
MW
lDM
"T
Cl)
00
L!'1
oo
O)
Cl
01
00
V
ID
ID
N
co
V
lV
rl
N
N-i
e-i
N
�--1
o
0
0
0
0)
m
0)
T
w
n
n
w
w
ti>
V
V
ct
V
r
V
V
-IT
R
"T
V
v
vMmmMmmf)mM
o
—
w
c}
G
cmNOOr
N
Ln
N
�-1
fV
n
-
D
rl
T�
m
00
No
0
N
Ln
m
-
.--1
Dv
.-1
i-1
a
0)
Ln
e-i
Mf,
00
lD
M10
n
00
n
V
00
0
0000r�
�'"
^LnLnw0Qivov0Lfio0a)Dio
V
«+
fV
Ln
n
0)
.-�
M
d
Ln
Ln
1D
n
n
DD
M
T
0
0
0
0
0
N
�-1
Cmry
00
Ln
u7
O
n
0)
0)
N
00
cY
OO
n
V
rvIDM
000
Ln0
O
T
LO
(7l
N
-1
Q)
V
O
O
M
0)
Ql
Q)
00
CO
n
W
V'
n
N
[f
m
V
N
.-i
N
N
.�
N
.--1
.--1
O
0)
O)
0)
0)
0)
m
00
n
l0
w
ID
0
>
:T
I-
vvvvvT�mmmmrnmrnmmmrn
o
—
w
c>
L
cmNOO
N
In
N
.--1
- jr-W0)
N
V
-1
m
�lLnrnrnolnmNLDrnnLnnnli
C{
r
U)
q
�
ID
rl
m
m
0)
ID
rl
O
m
00000
�m
-ILnmm
-
or,
r,
0LnInLn1,
7,
�
t
}'fV
Ln
n
�•-1
m
�
U)
Ln
n
00
00
0)
00000
Oi-I
�--1
r-I
N.--I
ri
.-1
.--i
.--1
rl
r-1
.-+
.-I
N
N
N
N
N
N
N
N
N
Y
N
01
L
v of
Ln
+
61 N
C �
I
I
I
I
I
I
I
1
1
I�
I
1 �
1
I
I
I
I
I
1
I
1
1
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
8
8
In
M
=1
ref
m
0
T
C�
C
8 I N
Y
I
8
O O
O w
N O
d
w
7
Y
C
m
8
O
u1 c
� O
m
d
W
d
Q
O
d
O
O
LL
I
8 I
C5
O
ti
8
O
` C
0
O
8 0 0 0 $ 8 8 8
n Ln
40 am+
Ln
7 V V M M M
O
(u) uol3enal3
O
� a
0 fY1
C
N O
o 4�
u
�
U
to
6r X
Y
A
9
8
>
m
i

n M V V tD 00 V I 00 u-, lD lD N rl 00 .-i Ol O1 �-1 Ol V V lD
O O rI r1 o -i N CV N o d W m m O W m Ln m O Ln N
R W 00 00 W w OO OO OO m CO r, tD tD V ul V V Ln w n r-- W
y m m m m m m M m m m m m m m m m m m m m m M
V d
O W
c}
L .-1 1D n lD Dl 00 r� V1 cf tD r1 .--I 00 00 M t!1 M V
to M tD .-1 N tD W Dl V 00 O O ^ M .-1 W r4 M tD W r` cr) C n .� Ln Q1 N ul W ~ M 0 tD 00 Ql C) .--I N M V lD Q1
Y,. N N N N N N N M m "� M M m m M m m m m M M m
N
C N D1 t0 LD f` N m 00 O Ln 0) M M r, W M r, N C r� _ M
2 00 W O o N o tD m. Ln M m M Ln m tD .-I o rV .�
r, r-- m m 00 00 00 tD tD tD Ln Ln V Ln m Ln tD r, m m W
y M M M M M M M M m M M M M M m M M M M m M
M rU
O W
c}
L D1 Dl m 00 O tD n 00 N U7 N ul N r, N 00 r-1 00
.� Qi CO CO 00 I:T W O tf1 r\ M O Cl) D, ^ 00 tD N O t0 N
CO .ti tD O u1 00 V to C) Ol Q) O -4 N � ti V tD 00 N O
00 00 Cl) CF) Dl O O O O O rn M �--1 r-1 N N M
N N rV rV rV M M f+'1 M M M M M rn m m r'n m m m
v,
0 moo o ao0 ry)MtDC V tnv00vd a
O M O O O O O rV n N W M r- lD N W O V' n O
mr, 0000000o0om00mr-r" totDviLnLnI-t LnLnLnm D
m m m m m M m m m m m m m m m m m m m m M
� W
cT
C O N W W W O It -cl- O W V fV 0 r- M N tD m 01 V r-I V
O to N 1-1 W M 1-11 tD r` .--1 ul W r\ M M O W O .-r m
C 00 O V m m tD O N [t to r, 00 m m O c-I N rV V V V
Qn 000000 Q) m O O 000000 - Mr
�.� N N N (N N N M M M M M M m M m m m m M m m
N Y
Gl
C r` O N N N V O1 Ln M r, u'1 O lD at O 00 O1 Ln tD N r..
Ql N ti 00 tD O to n N W W W o0 ^ 00 m 00 O Uf O V U
O, Ol Ol W o0 n 00 n t` r n r, r\ tD tD L6 i t
yvvvadammmmmmmmr,. MMMMMMM WOO
GJ a+ N
} W C
C L
L Op N M m N tD N V N N tD tD V 00 1-1 tD m y Ln N V
C u1 tD m O V 00 O 00 N �-1 M r, Ln N N lD .ti N N Ul CO Ol Q f9
O tD o0 .� o o ul r, o0 W cn
N r� l.n .-1 O0
1+ O N M ul O1 M vl tD r- 00 O) 0 0 0 0 0 0
m V 1D 00 00 r-1 -4 N rV N N N fV M M M M M M y
N E
VI jR
C f` O N N N Q M In M rl Ln O tD rl .--I 00 In to M r' '-1 M
0 O u1 r` N 00 r M W W M .--1 N N W M tD n O
NN O O O M M M 00 M r` 00 r- n 0000 OO r` to to N N C
y v v v v a a m m m m m m m m m m m m m m m m 0 O
W a u o
T U y o
y, an v
N tD N V N N lD LD .� u1 V O 00 m V r- r-1 GJ
C�tDO'�O V 00O W N. - -- - - - - V u100N Or\ Y X
O oO M mr� i0 u1 tD 00 N mu uj 00000 r0
N n to .--1 00
j3 M W W O N M Ln M M In tD r� oo m o 0 0 0 � O
fp e--1 .--1 r1 ti .-a N N N N N N M M m M M M
°o C! S g °o
a a m m
(14) U011enal3
0
0
0
0
N
8
O
N
C
8
O
g
g
0
N
in
8
8
m
O
Y
m
0
r
i
ry
0
Y
I
0
Y
I
g c
0 0
N O
6l
W
7
Y
C
O
m
S
S
N
C
O
N
W
N
Q
C
S
O
N
O
LL
1
1
S 8
O �
O
00
Q
I
8
N
S
0
°o
v
m

L ..
C
O
CL
E
ro
c
a
r0
U1
.D
7
C
O
C
O
'0
N
7
L
72
3
v
c
0
o.
0
0
_o
LL
i
v W 0
y (-- Ln V .--L ° n N
m(Y) N 11 O M ti rn
Ma)rnCDw oN
o.-L mn Ln
Y � rM�MNVOQ04d
O O r` �
N M V Dl ° n 00 n N 0
O N n V O n V 00 00 O
> rn Ln N
�MMrv�yomro �„y
*�mm'roo� nom o
OMt.Dn Q1 ZD NnlOO
M M N C m N1 .� N .--I
CDr1D•rvoo o�o`r^m °n °o
Y n O1m6W NLn
E_ M W
c•
M 00 m LD N -11r,110 CO - n eo L/l M m 00
rV rV III M N n N r1 1 1 00 00 'IT n N O O
Ln
fn t\ ri r\ tD lD w lD V ro m nm'1 rr) rn t Ln Lr1 Ln
>rrlrrmM rrlmmr%rr»rnMMMry) Mr'nmMrnm
v v
° llA
Y
Lr1 LnNma m oo mry wLn DO r- 00 Ln 00m
N N Ur N Cn e-1 V1 N n u'f 00 Lr1 .--I O Ol W m Ol O 00 In
G400r000MD01 V tDno001Q10Nmm V
oo
00 Ql m O O O L--I �-r e-i �--� �--� �--� �--� N N N r N
N r4 N N rV M M M M M M M M M M M m M M M M
N
CM 0 t to mv rV 0Mn-ZTm�Ln .-. 'ynn
O N M M M N Lr1 O LD O 00 O V 01 N .--L n v N N
N r�rif`r, r-, tD tD V CrnK V V Ln r-m r` Witm L'J1
>rn m M M M m M M M M m M M M m m m M m
M a
CD w
Y
G n W 00 O n Ln N tD O �--� ul Ln 1D lrl 00 LT w tD M
e-+ M L71 C .-•1 00 m rV N m M 0 00 Lr) V M O M 03 rV V
0 .•-i U1 N O tD O W n M O .--L r-J rV M n .--i C tD X O N
W W M O O �--� r-L �--� �"'� N N N N N N M M m m v v
10 N rV N M M M M M M ff) m m M M M M m M M M rn
P
N
C a) 01 m 01 rN n M n m rV W n v 00 O V 00 N Ln
O .-i fV fM fV N1 N fV — o oo n m O n to Ln to to .-L n tnD
ter; r1 r, � � r, r, r, r, 'o w w'o r ri r ri v v m
> m m m m M m m m m m m m m m m m m m M m m
N N
o W
Y
O V m n W a Ln tD 00 rL tD Q1 N N m Ln w tD 111 tD
M ry n tD n n Ln M V O N t0 tD to tD -1 t0 N m m O
0 ti Ln Ol V Ql m lD n o0 Q1 O ry V Ln t0 to n n o0 O
M 00 W M M O O O O O .-r '-L '--� rI �--� �--� � �--I .--I N
� N ry N N ry m m m m m m m m m m m m m m m m
H
8
O
O
O
rn
m
8
M
M
Y
8 m
O
T
0
Y
8 I
M
0
T
I
O $ c
° c o
0
O 0
m >
m >
H �
w
Y
C
ro
m
O
O c
W
N �
d
W
10
of
Q
C
c
0
a`
0
0
0
0
C '
N
8
r
m
cs
g I
v
N
8
0
N
N
�
c
C
-
>
>
N
7
Y
Y
c
O
C
Otn
N
W
N
ya
L
N
c
m
m
p
Q>
Y
r0
c�
0
tll
c
N
c
L"
L
o
E
L O
cr
d '
cmrn.wrnNNa
c
c
c
0
o
x°
n
�gmLnc)`m.
c a
�.
s
o
Miw
-N
�
M 00 m LD N -11r,110 CO - n eo L/l M m 00
rV rV III M N n N r1 1 1 00 00 'IT n N O O
Ln
fn t\ ri r\ tD lD w lD V ro m nm'1 rr) rn t Ln Lr1 Ln
>rrlrrmM rrlmmr%rr»rnMMMry) Mr'nmMrnm
v v
° llA
Y
Lr1 LnNma m oo mry wLn DO r- 00 Ln 00m
N N Ur N Cn e-1 V1 N n u'f 00 Lr1 .--I O Ol W m Ol O 00 In
G400r000MD01 V tDno001Q10Nmm V
oo
00 Ql m O O O L--I �-r e-i �--� �--� �--� �--� N N N r N
N r4 N N rV M M M M M M M M M M M m M M M M
N
CM 0 t to mv rV 0Mn-ZTm�Ln .-. 'ynn
O N M M M N Lr1 O LD O 00 O V 01 N .--L n v N N
N r�rif`r, r-, tD tD V CrnK V V Ln r-m r` Witm L'J1
>rn m M M M m M M M M m M M M m m m M m
M a
CD w
Y
G n W 00 O n Ln N tD O �--� ul Ln 1D lrl 00 LT w tD M
e-+ M L71 C .-•1 00 m rV N m M 0 00 Lr) V M O M 03 rV V
0 .•-i U1 N O tD O W n M O .--L r-J rV M n .--i C tD X O N
W W M O O �--� r-L �--� �"'� N N N N N N M M m m v v
10 N rV N M M M M M M ff) m m M M M M m M M M rn
P
N
C a) 01 m 01 rN n M n m rV W n v 00 O V 00 N Ln
O .-i fV fM fV N1 N fV — o oo n m O n to Ln to to .-L n tnD
ter; r1 r, � � r, r, r, r, 'o w w'o r ri r ri v v m
> m m m m M m m m m m m m m m m m m m M m m
N N
o W
Y
O V m n W a Ln tD 00 rL tD Q1 N N m Ln w tD 111 tD
M ry n tD n n Ln M V O N t0 tD to tD -1 t0 N m m O
0 ti Ln Ol V Ql m lD n o0 Q1 O ry V Ln t0 to n n o0 O
M 00 W M M O O O O O .-r '-L '--� rI �--� �--� � �--I .--I N
� N ry N N ry m m m m m m m m m m m m m m m m
H
8
O
O
O
rn
m
8
M
M
Y
8 m
O
T
0
Y
8 I
M
0
T
I
O $ c
° c o
0
O 0
m >
m >
H �
w
Y
C
ro
m
O
O c
W
N �
d
W
10
of
Q
C
c
0
a`
0
0
0
0
C '
N
8
r
m
cs
g I
v
N
8
0
N
N
�
Y
d '
cmrn.wrnNNa
�o
n
�gmLnc)`m.
-N
a�L�eoLnalor�.-
.Na1.-
romLnoNm
-.ry
00000
9
00
00
v
R
N
N
.�
LD
4
Ln
Ln
00
O
m
QI
00
r,
,
00
^
r�
rr,
V
>
v
v
v
m
m
m
m
M
v
m
m
m
m
m
m
m
m
m
m
m
4l N
O
C M
Y "'
i C S
0
0
N
Ly
00NOO
M
.�
[t
V
n
N
Lo
O
Ln
00�
n
.--L
rV
O
to
n
a
m
O1
c
OO
00
N
O
N
M
Kr
V
c
S S S O
0
«
o0
Ln
O
to
n
n
n
Ln
00
Ln
Ln
O
V
m
N
Ln
V
N.
to
-L
00
m
00
O
O
o0
O
m
n
.-i
n
. -L
O O O O S O S S
H
M
N
N
M
M
tD
00
lT
,.-I
0)
e-I
N
�•'�
rV
rV
N
N
rV
N
M
M
.--1
M
M
M
M N O 01 00 n LD Ln � M
_. T a a a M M M M M M M
to
, O
N O () u01jena13
� a
m
m
e--1
m
N
N
o
°
Ln
.•-�
o
m
'--�
�--1
0)
V
V
M
C
V
M t!1
O
.400Lnmor,
Nrn
-
OMLn0a
vLnM
V
m
O C
ANN.
--LID
V
Ln
Ln
00
O
m
m
o0
n
n
w
n
n
n
n
nn
r, Ln O
o>
v
v
v
m
m
m
m
m
v
m
m
m
m
m
m
m
m
m
m
m
m
Ln •r
w
°
u
2
d X
Ln
n
N
n
O
M
�--�
v
n
lD
l.rl
n
.--1
o
n
n
Ln
Lo
00
Ln
N
C
.-i
00
N
M
o0
N
00
v
iv
o
W
v
N
tD
V
M
0o
V
M
tD
n
Y
O
D
Doo
no
tD
r\
Ln
Ln
Ln
V
m
Ln
N
.-r
00
00
m
�
to
n
M
t0
N
m
lD
00
Q1
n
L--I
n
r•i
00
�--�
Ol
N
O
N
�--�
N
N
N
N
lD
N
W
N
00
N
00
N
01
N
O
M
O
M
O
M
O

8
0
Z, - - - moo
O Ol Q) rV d O d Lf) -n 0 N 0
2 m ZD N V O to N° 1� r-1
I
I
mLn0NdO n
O 00 01 Ln N O Ol lD m O
V 0
c and oow $
L m w N V O Ln nJ
t �
I
O a O n 0
COOr'4 d p N a)
' C� n M d A Ln N� u'1 .--I
1
�omry �Q1 n
0 0 Ql Ln O I . m
G M r M V rn w N n M N
x
'(8 O Ol d N. N d. N O
N u (, �mnmd tON mod.- -i I O
_ I S
� I �
I
Q o
r c > _
O N 7 Y O
- wry
C W a+ C m p M
Ln W
F t0 '0 K T
Q> '° a a� aL n I $ M
02 W U` 0 a.+ a O L �.. >
>> 3 a a a o
o o v° Y'
to 1c 1y O O cM CW c
N m m co Li. LL L L W
I
I T
a I
0 1 '
1
w j �
X $ c
E 6 O
m w ~
a LA Ki a O
n w I F
o
oi
3 �
D x I
_c
Y I
0
O
J
n O
DO 0
m I a>i
fd W
O —
O _7
O Y
Lp C
I
1 oq I
I
o
v
O Q
I � a
0 CD
co 0
O
LL
I I
I I
I
I
Fn
$
O
N m
I+ c
00 3
v m
> Y ¢
o a N m Y
a
° a d ¢ a
.`2_. • p u
O a — M +
ru 10 N LLf o F- M
H H X .� ID
O C
Y
�N 0 0 o S o 0 8 8 8 ci
~ a V V a m m m m rrn
� d
_ (u) u013enal3
O n
N C
1n O
o
v lJ u
cr
N v Q 3 T Ln
0 s a d a X
m u Y
v� 0o — —
�3X000/
n W.-1 Q�n Lndn� mnn NNmd M.--1 Qld
00 00 � n d � N O n m Ln Vl N tp LD Vl lD l0 N
000 W O1m0000mCOn vl trdm NNNNm
M M m m m M M m m m m m m M M M M
d N
O y(
Y rn co mdmmLn. -1 m.��m .�L�LnLn
� � O n Q1 _ n 00 lD Q1 N d 00
M d to Q1 m d �Lll JID
C d d Li 1 Ln lD n n n n n a0 ao W W W W W 00
O
H
c a, �o r. Ln ry n n n a N Ln Ln L1i n a n d N m ri
O Ol 00 l0 N N N Ql In O Ln 00 Ln Qi lD d 00 O d LD n LI'1
00 00 o0 a00000nlD LndmmNNNNddddLrinn
> m m m m m m m m m m m m m m m M m m m m m m m
m ai
O W
Y
dNLnnN�dd 00NLDNnntO Lp d.- 1no001n
C lD O N n 00 ry n In � d Ql d LO n N N n Op m N N n N
O r`i o Lri � o0 0 � v (^� of rn .� ry m Lri � � Lo � oo Oi m ui
� Ln Ln � � n n n n n o0 00 0o ao 00 00 00 00 00 0o rn rn
cn.- +N.- iooLn�mmdn mvma000000o�. -1mm
n 01 00 d N --� .--I Q1 d m Ln N n N Q1 In l0 ul O N d d N
� 00 00 00 00 Op Op O0 n n Ln d m m m N N N N m d d d In
> m m m m m m m m m m m m m m m m m m m m m m
N w
CD w
r
� oocoLnrvL�.�dMLnnnrnrndnmmdn0000ao
c o0 o Ln Iq m v .� n Ln oo rn .� o Ln m� oo rn n p � m '-i d � m i ry � of ai ai o �i m v � � � � � of m d Ln io � � n n n n n n o0 00 0o ao ao 00 00 00 00 00
m
C O� M m m to M lD O Ln l0 n N
� Ol N to N n d N 0 1D � to n M l!1 Q1 00 Ln 00 �. n Q1 m o
II1 W m Ql N M Ll'f m Q1 LD Ln .--1 M Q1 00
M n o0 00 � 00 00 00 0o n n LO d M ry ti N d t0 n n n n �.
r, �mmmmmrnmmm^�'mmmmmmmm^'�mmmm
O
C> w
C d �--� d Ln d M n N l0 N N O Ln N N Ln d O1 m n ri
00 m 0 Q1 M Ql d d d n Q1 O
� Q1 l0 d LD n Ol Ol 00 1p e--1 Vl 41 .--1 N d n 00 N to 00 N n �
rvmmmMdLn�nnno00000000ornrnrnoO
N
O1 O N 01 N N N m O d O n n u'1 li 1 l0 �--i N 00 n �D n
Ol N LI7 N n n n Ul N O N l0 1D N m .--I N 00 Ol N V
c n 00 00 Qt CO OO OO Op 00 0O 00 n 1D Ln d m N m d L11 ID
�
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
N
O
�
oW
�
d
.- 1dLndnOOrnL�LOmNmrnnmdnL�LDLnnd
N
rn�
Ln
ti
o
o
n
m
o
00
0o
ry
n
m
N
d��
m
.�
c
ai
Lri
v
�
n
ai
�
r;
m
�
ai
1.i
a
r;
ai
o
ry
c
Lc
r;
r`
ai
ry
p
.�
N
m
m
m
m
d
L71
LD
LD
tD
n
n
n
n
W
00
00
00
a0
00
00
01
m

0
0
0
v
1
'
1 ..
jl
•
1 '
�•i
•
t
1'
�
r .
•
1
A�a
.i�r
•
m
v
3
$
L m
M 3
•
M �
m m
> y
J !
)A*
t
1'
° m 00
M cc cr
N �
L
a �
.
� o
f:
•
C L
•
■QA
N
M
1 t 1■
•
p awl
o 3 3
O
1
iv
N N f0
i
G N
'� O
�
a,
L ♦ m
co
IJ ■ •
1IA }
O0
W Q
r•1
x
0
O
0
L O
11.
N O CO o
� f13
v+�i oc x
m !r O
�•
ti
> 0
CL
A
•
_
Ems-
'i
•
E CA
1 t•1
• ■
blo
■L
�
L 3
L
N
&
N
F- C
m
■
>
O O
> o
L
V O
s�
Y
o
0
O H
} J
O d
3 m
ro O
H
o~C
o m
a�i w
} }
� 1
i
i
O
N ri O Ql 00 I� w Ln <! M N
a er m m m m m M m m
(u) uoilena13
1
'
1 ..
jl
•
1 '
�•i
•
t
1'
�
r .
•
1
A�a
.i�r
•
•
J !
t
1'
f:
•
•
1 t 1■
•
1
•
IJ ■ •
11.
i '•
�•
ti
A
•
_
•
1 t•1
• ■
■

Sh,k -d-11, Il "i 11,11haYC ..1111, penlh -1 be MW m
1 =The dslnb,.,.. for lh- paranrlcrs- urhdc mfonwanfrombulh11........ and the IOnW dwl pmfik 2 =Forpivwfs lrah.pmemJUSOS a-Ipc l.hlc ran h llK P..ra ­hl:ddcd M�hdl �crdK�I Wn -Imcl
I tlnh-gmn dda ploduc< ale rsnn we of the banAfoll Iloodp tun ucn m encs. n hch slroaM be Ile ac+I fern Ih lop of bmlA fo Ile Ix of the lemte Iiserhbpe.
4 = Plopoll -It Iveh cJubinng bmlAs II �I nlc 5 Of lope -11cd ooh if then ?cecds 7.1. Ululs .:kmiq:d hom N'. in' to iclla�l Ilocc plot xlal m unprol dcsip�
Table 10a. Baseline Stream Data Summary
Oakley Crossroads Stream and Buffer Restoration / EEP Pro ect No 273 - Segment/Reach: Mainstem (3,950 feet
Parameter
[Gauge'l
Re Tonal Curve
Pro-Existing Condition
Reference Reach es Data
Design
Monitoring
Baseline
Dimension and Substrate - RIfM Only
LL
UL
Eq.
Mn
Mean
Wd
Max
SDS
n
Mn
Mean
Mad
Max
SD5
n
Mn
Med
Max
Mn
Mean
Mad
Max
SD'
n
Bankfull Width (ft)
10.40
4
7.80
11.20
14.60
2
12.3
14.64
17.31
20.82
4
Floodprone Width (fl)
15.00
-
4
120.00
126.50
-
133.00
-
2
-
240.0
80.66
182.63
-
367,14
-
4
Bankfull Mean Depth (ft)
1.80
4
0.70
1.15
-
1.60
-
2
-
1.5
-
0.88
1.13
1.43
4
' Bankfuil Max Depth ft
2.70
4
1.60
1.85
2.10
-
2
2.4
-
2.15
2.56
219
4
Bankfull Cross Sectional Area ft'
19.00
1
1 4
1 9.50
1 11.051
1 12.60
-
2
-
19.0
-
18.16
19.08
20.90
4
Width /Depth Ratio
5.70
4
1 4.80
1 13.601
1 22.40
2
-
8.0
-
10.24
16.19
23.66
4
Entrenchment Ratio
1.40
4
1 8.20
1 12.651
1 17.10
2
19.5
4.66
10.55
2121
-
4
'Bank Height Ratio
-
-
-
-
-
-
-
Profile
Riffle Length (ft)
-
-
-
-
-
-
-
-
-
24.83
35.98
-
53.02
4
Riffle Slope (left)
-
-
-
-
-
-
0.002
0.003
-
0.006
4
Pool Length (ft)
-
-
-
-
-
-
-
20.47
33.67
-
44.45
2
Pool Max depth (ft)
1.7
2.3
-
2.9
-
2
-
4
-
2.81
3.12
3.43
2
Pool Spacing (ft)
5
27
35
67
-
4
43
52 -5
62
43.4
64.26
-
94.03
2
Patte rn
annel Beltwfdth (ft)
45
72.5
- 100
2
62
74.0
86
38.56
55.94
-
86.18
-
48.00
s of Curvature (ft)
B
12.8
14 21
4
22
27.0
31
19.24
27.81
3628
-
56.00
ankfull width (ft/ft)
-
0.5
1.2
1.4 1.8
4
1.8
2.2
2.5
1.11
1.61
2.10
56.00
er Wavelength (ft)
-
17
75
100 156
4
86
111
135
85.46
103.92
118.61
-
48.00
ander Width Ratio
i--
5.8
6.3
6.B
2
5
6.0
__L __[L.23
3.23
4.98
48.00
Trans I
Reach com etenc IbM2
0.2
0.14
0.093
pobilized at bankfull
-
25
Unit Stream Power (transport capacity)
f
Ibs/ /s per unit widths
0.25
0.17
0.16
Additional Reach Parameters
Rosgen Classification
G5c
C5, E5
E5
C4
Bankfull Velocity (fps)
1.9
1.7
1.65
Bankfuil Discharge (cfs)
30
Valley length (ft)
-
Channel Thalweg length (It)
-
-
39W
Sinuosity (ft)
1.01
1.18
1.28
1.4
Water Surface Slope (Channel) (Mt)
0.0018
0.002
0.0014
0.00146
BF slope (11111)
0.00144
38ankfull Flood lain Area acres
'% of Reach with Eroding Banks
Channel Stability or Habitat Metnc
Biological or Other
Sh,k -d-11, Il "i 11,11haYC ..1111, penlh -1 be MW m
1 =The dslnb,.,.. for lh- paranrlcrs- urhdc mfonwanfrombulh11........ and the IOnW dwl pmfik 2 =Forpivwfs lrah.pmemJUSOS a-Ipc l.hlc ran h llK P..ra ­hl:ddcd M�hdl �crdK�I Wn -Imcl
I tlnh-gmn dda ploduc< ale rsnn we of the banAfoll Iloodp tun ucn m encs. n hch slroaM be Ile ac+I fern Ih lop of bmlA fo Ile Ix of the lemte Iiserhbpe.
4 = Plopoll -It Iveh cJubinng bmlAs II �I nlc 5 Of lope -11cd ooh if then ?cecds 7.1. Ululs .:kmiq:d hom N'. in' to iclla�l Ilocc plot xlal m unprol dcsip�

wowedwoa ry0uweaw pinoM of Nn + »au .Os,•noaNOrypu1W aW Bu�p�ro,tl Agwwp'uq.wuvd w•W ,ol uapnquRq apwe+ atapwo� a,ow e
Ay,.0 as u.a a,ola,•W pu. wo4a•avwn q p.qm .fayl puoAag seMyu R MHB WI to e.ydw.. gnu,•d ayod RuPnlBUOI RagN •Vt apwe.• wd 'wRwgw
�^.+V pq�,w f� I.NI .pww . Vpa i•wnwoa /, R^°'^ tl3 )a +• +o +VI w pw •yoA RupnpOuol oyl W. sFf,vna uopoa+ -++o,� ey ytoq woy qap pnpW. pinoy. vayaw+nd+wyt ,ol .uoongivap ayl l.yl www +ryL Vn.a, a41
p.q O--4 10 to l LV g Vt ,• sro4 /Amo aenp ,oua w p•.fa,pp. u-a ... 4,1181--13
wogrqutfp cu.,alq .W of pu. Oun . -•,E •yl w lu•wwquo> .&.plpAy 101u•µ+ •w to •ww oua0
R, p000 + y1M uog.uuolw Ouuga,ow put u&fp to pinn,d q fi 0,04 lu•Iw aVl
A.nwoaV N I- pnaa 81 .4 A.. ii... p luawa,nw•w Ry 4on+pR4 aW w egewpw len.u... p•wq q l ud. -,eiwa ,q •Mew of Ag4d" pq+n a ,aw tnq '.yea Ow p
b • p yue, p,.x.y pve uogeoyrowp ua6wa ayl pun ,. 1R,g Aalwq a,e fa•seln •sayl' LPL .gwMO1
a1Vgd Isu4gBuol ayl w Ilan, w wuY�a +-aso,� Pa,nceaw sW woy llnaa, IRn +Nl 'algq WI w awp 4— w aBgoo{ q—, to lftw ,a0 4V pu A pua PgnDw taswp •Vl qw .8.wq VWa, ayl uq/u0, . C
W.wyfa Rngn w Ilay. K auop�a> -.wn P.+nwaw ayl way 4nwi 11.^ aNl +W+1 Wl w awp 4x w """" 1— leq . .W to eqaW anyl piwtl pue p —.P , - p .,a 'wi —.4 W S, •41 uquORy -.w17 w4wq3 Z
a.dgn..w.dW- awd dV gppogapq- D - -,o
Pu-s Aa ,, ' dam' p40 'taod'uny'aIWN:t
-W p•Iy aq lou AIR *OAI 1W^ ae+ i wo aleo W, .1 � p"qs
0'Z<
Ol< / 6'611'9 161-07 / 66' L-S't / S' l> sselO lu9wy0ua4U3z
a t s'0
9'0
Vo
C'0 os
-
C -L
b'Y
9'0
9Z'0
6L'0
(WW) d,lP / OlP / 96P / 48P / OSP / SEP / 9LP,
D 0 0
0
OOL
0
0
0
0
L9
C£
0
a8 / %B / %J I M) / %es I %JS,
0
0
0
S/%E)I %d/ %na/ %!a,
auilaseg/ginq -sy
u lsaa
elep sa yaeaa aouajalaa 3-BJd
JalaweJed
__ (suollnqulslp JalaweJed )uawuleluoO al6oloApAH pue'jueg'peg'alejlsgnS) fjewwnS elep weaujS oulloseg -q04 algel

N
O
CL N
>
c n
c � �
� � E
m E -o
N >
N Ci
� � X
N �
O E
U > d
N E
N 0
O > UO
U `
N 3 a)
r N co
E >
O` L m
C C a)
p D �
� L
E m ci
c o —
D C O) }
N D C l0
-do c
cry m N
U N
a Y U d
O C U
E m q X
3 a7 L W
(p O) a c
a) cu cn
ro
N L m w
_ -O E
O L 0 O
U
a m m a a
U C, 0
o
O � - y
� a c c
n _L O N
N r
U pp a
Q L 0. O
m ~ d II n
in N c7 a
C
C)
m
L
C}
C
a)
m
m
C_
C
M
M
M
M
M
M
M
M
V
V
I-
N
N
M
00
V)
T)
r
OD
,
r
O
m
r
r
n
co
cD
W
(n
0o
O
C,
�
o
o
u'i
�-
ai
X
r
r
(D
O
O
N
O
O
M
(n
(D
O
V
(D
O
IX)
m
2
a0
r
C',
M
(7
1n
V
p
M
O)
(h
cL
EO
LO
M
M
N
N
M
O
M
W
}
V
O
u
M
r
y
r
r
M
V
O
p
o
U
o
Q
00
m
u�
p
o
=
o
N
N
N
r
c
C
N
°
r(D
O
M
(D
O
�
N
U
m
o
�
n
(r
0)
r
o
r
(D
_
r
N
r
N
M
N
c
�
U
O
O
N
r.
O
O
n
O
N
O
cD
r,-,
N
N
in
N
00
r
Lc)
°
V
N
,O
'a
O
N
N
c
C
V
V
'7
V
M
-O
N
0
0
in
^
N
M
V
V'
cD
O
a
w
u—
N
O
O
(n
m
r
`o
O
LO
m
x
—°
u�
n
n
03
o
o
r
M
01
c
CI
O
M
N
N
N
c.4
M
m
(n
co
(p7
c
W
V
N
W
�
N
M
Q)
a
M
r
co
O
.y
C
U
O
O
O
O
O
O
Q)
V
v
(i
00
O
E
y
C
a
@
r
(O
N
m
O)
O
N
M
V
N
co
C>
M
M
�
(0
CN
C
C
Q)
Ln
O
N
N
O
O
(D
O
O
N O
't
N
f0
N_
N
�
c0
O
N
m
W
(f"J
M
>
N
O
N
N
N
M
d
C
V
V
V
V
V
V
V
V
V
V
N
N
M
(C a
C
a
r
O
M
(D
c
v
N
m
O
Q)
C
G
r
V
O
O
co
O
0
cm
N
N
M
r
c0
cn
0
M
r
O
O
w N
U)
O
no
V
V
O)
O)
co
co
00
-
f0
M
N
Cl)
r
N
c0
co
U
_a
L N
rn
(3)
"
()
n
Cl)
O
cc O
CD
X
Q1
V
LO
O
O
OD
_
ZN
(n
M
r
M
O)
rW
-
(Ln
(D
M
O
(O
Q
M
um
O
M
(p
W
v
O
}
d
°o
°o
m •O
N
N
C
O
O
O
-� a
n
W
m
m
v
N
0)
o
rn
o
ate+
W
r
r
Q% Q
N
M
r
O
O)
W
C:)
co
r
V
V
O
M
0
M
M
�+ Q
C_
V"0
O
CD
O
(O
N
N
O
c0
r
N
r
N
(n
O N
C Q/
(V
p
O
M
I-)
O
O
N
(h
co
to
C
V
3
r
O
M
V
O
M
CO
CO
O)
r
O
(Q
w
O
(O
O
O
(n
'7
M
X
(D
r
r
M
O
oO
N
N
N
N
c
O
O
N
(t7
N
C
M
cOD
M
r
r
00
N
C6
u7
m
7
N
M
M
M
(D
M
I.+
U)
O
O
y
m
M
O
(D
�!
U
O
O
V
cj
N
m
O
R
N
N
V
Ul
a)
N
N
co
N
O)
M
O
N
Ln
O
O
M
0
O
r
V
(O
M
N
C)
N
N
LO
(p
C)
.-
00
O)
c0
V
N
C)
N
M
N
V
(n
d
C)
C
C
V
V
V
V
V
V
V
V
N
N
N
Y
m
00
O
O
c0
a0
O
V
N
00
(D
CO
X
N
co
M
m
O
(0
(D
N
(N
O
(D
O
(n
V
(0
M
O
Q)
(�
O
01
M
M
O
V
(vj
V
cD
O
N
V
C
N
ID
(v)
(V
N
N
to
C)
V
O)
W
M
-
W
pp
Q)
O
O
O
O
c)
m
m
�
O
O
�
C
@
M
co
(D
CO
(D
00
O
(n
00
O)
Cl)
O
r
(D
(rV
N
O
(O
O
Cl)
N
r
N
,O
N
M
O
Uj
O
M
M
M
V
u7
In
r
N
M
M
O
N
M
W
co
o
co
C
cD
r
Q)
N
N
N
r
00
V
N
(D
N
r.
(n
N
V
O
°
N
00
O
V
'i
O
M
w
D)
(O
N
(n
r
aD
0-
N
O
N
N
V
CO
m
a'
L
L
L
01
L_
a)
L_
(p
L_
m
m
co
O
O
O
a)
N
L
C
L
O)
c)
O.
O
N
C1
O
c
O
Q
a
m
m
a
o
a)
a
m
m
a—c
a
a�ci
0
c
O
C7
m
ao
c
O
—
O
m
0
E
�
J
O
J
x
@
a
m
In
3
m
m
c
w
c
u)
LL
=p
O`
a
m
a)
Y
C
m
a)
C
O
L
U
Y
�
m
O
O
O
U
7
@
>
N
U
m
3
=
U
m
.2
d
o
O
W
0)
Q'
_O
n
-p
it
—
U
a
C
2
c
aY
CL•
d
O
a
N
C
O
C
7
al
@
U
(n
L_
O
O
O
m
o
—
,7
Y
a)
cn
?
w
m
O
a
C
m
m
cn
m
a)
L
@
o
o
o
(n
a)
ll
C
N
U
'cc
U
C
a~
Q'
a)
(�
x
0
�
L
mm
CD
N
O
m
Cr
m
N
cm
C
@
(Up
m
y
cc
U
:5
.d..
m
L)
o
o
(D
a)
(n
as
U
'C
(n
c
N
w
7
U)
o
C
Y
C
@
o
a
m
L
C
m
a
U
@
CO
C
U
>
N U)
c
Q.
y
m
E
c
E
O
O
C
O
w
Q)
v
a
a`
a
Q
N
O
CL N
>
c n
c � �
� � E
m E -o
N >
N Ci
� � X
N �
O E
U > d
N E
N 0
O > UO
U `
N 3 a)
r N co
E >
O` L m
C C a)
p D �
� L
E m ci
c o —
D C O) }
N D C l0
-do c
cry m N
U N
a Y U d
O C U
E m q X
3 a7 L W
(p O) a c
a) cu cn
ro
N L m w
_ -O E
O L 0 O
U
a m m a a
U C, 0
o
O � - y
� a c c
n _L O N
N r
U pp a
Q L 0. O
m ~ d II n
in N c7 a

Appendix E. Hydrology Data
Table 12 — Verification of Bankfull Events

. .
(This page intentionally left blank for two-sided printing)

Table 12 - Verification of Bankfull Ewnts
Oakley Crossroads Stream and Buffer Restoration Project - FFP Project No. 273
Date of Data Collection
Date of Occurrence
Method
Photo
Visual observation of
September 13, 2011
unknown
n/a
debris lines
October4, 2012
unknown
Crest gauge
S9 (MY2)
October 10, 2012
unknown
Visual observation of
S8 (MY2)
debris lines
March 28, 2013
unknown
Crest gauge
S8 (M Y3)
April 2, 2014
unknown
Crest gauge
S8 (MY4)
Sediment on
October 7, 2014
unknown
S9 (M Y4)
vegetation