20011744 Ver 1_Complete File_20070628

,r Draft Stream Mitigation Site Evaluations: Information Table
NC Division of Water Quality
April 11, 2007: Draft Version 2.3
Evaluator's name(s): 6?( LZ
Date of Office Review: 6
Other individuals/agencies presen :
Office Review Information:
Project Name: L'/ Monitoring reports available? No
DWQ Project Number: 20(0 / Problem areas identified in reports? Yes No
ation Project Type (Circle ne) Problem areas addressed on site? Yes No
EEP Private Mit. Bank Date(s) of monitoring reports:
Project mitigation was constructed for (if
applicable): Year(s) of monitoring:
Location of project (narrative): N US 1,20
Nearest named stream (WQ classification):
County:
River basin:

Approved Mitigation plan available? Yes N,,
Q'
F00A
/0 f
S
Goal of Mitigation (stream length): / Buffer Mitigation? Yes N?o
Stream length required for mitigation: -
Mitigated stream length present on site: Zone 1 Acreage
Type of ' i ationi (circle all applicable) Zone 2 Acreage
est (priority level ') Creation
ancemen Preservation
Dates ol'Activities(month/year):
Monitoring requirements and frequency: Start of Constr
*Valc FJP- 5 IS Construction Completed: ;7-001
Corrective Measures Taken:
Type Date
Success Criteria: /?
1.Physical: BL to
2. Vegetation:
3. Aquatic biota:
The space below may be used to provide any additional, important information that was found
during the office review of information, or to list any additional information that needs to be
obtained during the site visit:
? ?JZU ?T N? UE6 (S X,'0A1 WA M 'J
pwt? ?Jl (lid veiue
??r 1 3S?
5d p??
Draft page 1 of 3 ?
V,gC O XS-5
?oTsd?'
Evaluator's Agency: AJCWQ
Date of Field Review: 2 U
11. Data reported from Site Visit
Streambank Stability:
Are Streambanks Stable? Yes No
If no, provide description and notes regarding stability issues:
()OWNTr r
10 1) V? ? J
??WI? DJ9
Structures: 'nne? 1 l n
List all Types of structures present on site: Ws VA) N
Are the structures stable (e.g. erosion, deposition, etc.)? Yes No
Provide description and notes r arding problematic structure : C?<
417
S' ors
MA) bL(F3)bO
Stream Features: Wix L
Are riffles and pools appropriately spaced? G;?) No
Is the final sinuosity and gradient designed approximately to plan specifications? Yes N
Any evidence of vegetation growing on the stream bed or in the alweg? Yes
Percentage of the restoration reach that has: Flowing water Ponded areas
Describe any stream features that provide evidence of unstable stream reaches (e.g. mid-channel
bars, downstream meander migration, chute cutoff formation, etc.):
r4 tb
Vegetation:
Approved Success Criteria:
J e Al r Dominant plant species TPA/% cover

2. o-
Vegetation plant d on site?: e No 3.
According to the approved plan? Yes No 4.
Vegetation growing successfully? Yes No 5.
Date of Latest planting:
Ave trees per acre buffer
General observations on condition of riparian/buffer areas (e.g. buffer width, overall health of
vegetation, etc.) • ' ??°" Fr 4,'-

Draft page 2 of 3

t1.

Specific vegetation plots or site locations with little to no woody vegetation:
Specific vegetation plots or site locations with large areas of bare ground:
Site total % or estimated acreage of unvegetated areas:
pecies ype, % cover, etc.)
Observations on invasivrob
z1(1?
neral comments on vegetation issues(e.g. plant survival, major concerns, etc):
Ge
5W
Description of taxa observed, incl. quantities of individuals and general distribution of biota.
Aquatic Biota:
Is aquatic life present in the channel? Ye No

List specific reasons for any lack of success for this site:
Mitigation Success:
Compared to the mitigation plan, the site is: (circle one)
successful Dartially successful not successful
2.
3.
4.
5.
Notes: Attach site maps showing problem areas and/or important stream features.
Attach digital photographs of representative sites with photo locations shown on site map.
1 Use the definitions in the joint state/federal stream mitigation guidelines to determine the
correct type of mitigation used for this project.
Draft page 3 of 3

,-J-\
?.(-' C X '
V
C??
Lyle Creek Stream Restoration
Project No. 423
2006 Monitoring Report: Year 4 of 5
March 2007
Submitted to: NCDENR-EEP
1652 Mail Service Center
Raleigh, NC 27699-1652
Prepared by: Jordan, Jones, and Goulding, Inc.
9101 Southern Pine Blvd., Suite 160
Charlotte, NC 28273
Design Firm: EcoScience Corporation
1101 Haynes Street, Suite 101
Raleigh, NC 27604
rY
111 ! l )'Systel Il 1 ?.
Als
NCDENR
?i
pol 1qq
EXECUTIVE SUMMARY
SECTION I - PROJECT BACKGROUND
1. Location and Setting ....................................................................................................I-1
2. Mitigation Structure and Objectives .............................................................................I-1
3. Project History and Background ...................................................................................I-3
4. Monitoring Plan View ...................................................................................................I-5
SECTION II - PROJECT CONDITION AND MONITORING RESULTS
A. Vegetation Assessment .............................................................................................. II-1
1. Soil Data .......................................................................................................... II-1
2. Vegetative Problem Areas .............................................................................. II-3
3. Vegetative Problem Area Plan View .............................................................. II-3
4. Stem Counts .................................................................................................... II-3
5. Vegetation Plot Photos .................................................................................... II-5
B. Stream Assessment ..................................................................................................... II-6
1. Problem Areas Plan View (Stream) ............................................................... II-6
2. Problem Areas Table Summary ...................................................................... II-6
3. Numbered Issues Photo Section ...................................................................... II-6
4. Fixed Photo Station Photos ............................................................................. II-6
5. Stability Assessment ....................................................................................... II-8
6. Quantitative Measures Tables ....................................................................... 1I-10
7. Hydrologic Criteria ...................................................................................... II-14
SECTION III - METHODOLOGY
List of Tables
Table I
Table II
Table III
Table IV
Table V
Table VI
Table VII
Table VIII
Table IX
Table X
Table XI
Table XII
Project Mitigation Structure and Objectives .........................................................I-3
Project Activity and Reporting History ................................................................1-4
Project Contacts ....................................................................................................I-4
Project Background ...............................................................................................I-5
Preliminary Soil Data .......................................................................................... II-3
Vegetative Problem Areas .................................................................................. II-4
Stem Counts for Planted Species Arranged by Plot ............................................ II-5
Stream Problem Areas ........................................................................................ II-7
Categorical Stream Feature Visual Stability Assessment ................................. II-10
Baseline Morphological and Hydraulic As-Built Summary ............................. II-11
Morphology and Hydraulic Monitoring Summary ........................................... II-12
Verification of Bankfull Events ........................................................................ II-14
Page ii
Table of Contents
List of Figures
Figure I Project Location and Watershed Map ..................................
Figure II Monitoring Plan View Map .................................................
Figure III Soils Map .............................................................................
List of Appendices
Appendix A Vegetation Raw Data
1. Vegetation Survey Data Tables
2. Vegetation Problem Area Photos
3. Vegetation Monitoring Plot Photos
Appendix B Geomorphic and Stream Stability Data
1. Problem Areas Plan View
2. Representative Stream Problem Area Photos
3. Stream Photo-Station Photos
4. Qualitative Visual Stability Assessment
5. Cross-section Plots and Raw Data Tables
6. Longitudinal Plots and Raw Data Tables
7. Pebble Count Plots and Raw Data Tables
................................. I-2
................................. I-6
............................... II-2
J Jordan
Janos s
Doulding
EXECUTIVE SUMMARY
J I Jordan
Jones a
Goulding
Executive Summary
The following goals for the Lyle Creek stream restoration project were established through the
North Carolina Ecosystem Enhancement Program (NCEEP):
1. Restore 2,400 feet of an unnamed tributary (UT) to Lyle Creek,
2. Enhance the riparian area through planting native species, and
3. Exclude cattle access to the UT to Lyle Creek and 800 linear feet of a
secondary unnamed tributary.
The Lyle Creek Stream Restoration Project consisted of restoring approximately 1,940 linear feet
of an unnamed tributary to Lyle Creek by relocating approximately 1,240 linear feet of existing
channel (Restoration, Priority 1) and restoring in-place (Enhancement Level I, Priority 2/3)
approximately 700 linear feet of existing channel. The UT's riparian areas were planted with
native bare root seedlings and herbaceous cover to enhance the riparian areas and stabilize
stream banks. The entire site was fenced to exclude cattle access to the UT and a second UT to
Lyle Creek. This report serves as the 4"' year of the 5 year monitoring plan for the Lyle Creek
stream restoration site.
Results from the 2006 survey indicate the upper, in-place restoration (Reach 1) is maintaining
stability and holding grade. There are areas of moderate bank erosion and some signs of stress
on one cross-vane within the reach, but no major stressors are apparent. The lower, relocation
restoration (Reach 2), is illustrating a trend towards instability. Reach 2 has headcuts migrating
through the system causing bedforms to shift and structures to fail. Severe bank erosion is
occurring throughout Reach 2, which is causing the stream to over widen and increase the fines
within the streambed. The lower three cross-vane structures are either failing or stressed,
creating a risk for another headcut. The sill located approximately 150 feet upstream from these
structures continues to maintain grade. However, the sill may not maintain stability and hold
grade if these structures continue to fail downstream. A remediation plan is being developed by
others for the stream restoration portion of the project.
There were three vegetation plots established by EcoScience in 2002. Please refer to the
Monitoring Plan View Map (Figure 11) for the location of these plots. In addition, four new plots
were established by JJG in 2006. Please refer to the Monitoring Plan View Map (Figure 11) for
the location of these new plots. The plots established by JJG were randomly selected and
monitored per the new 2006 North Carolina Ecosystem Enhancement Program protocol. The
three previously established plots were also monitored per the new protocol. Planted stems must
represent 30% of the stems per acre total under per the new protocol.
The survival rate for woody vegetation monitored for 2006 is 87%. The monitoring data
recorded an average of 12 planted stems per plot. The site density is approximately 480 planted
stems per acre. The success criterion for these previously established plots requires 260 live
stems per acre in monitoring year 4 of 5 (2006). The site has exceeded the vegetation success
goal for monitoring year 4 (2006). Furthermore, the natural recruitment woody stems recorded
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 4 Monitoring March 2007
Project No. 423
Executive Summary
substantially increases the number of live stems per plot. There is an average of approximately
40 recruitment stems per plot. In total, approximately 50 woody stems per plot were recorded.
A review of the planted and natural recruit's monitored indicates a current site density of
approximately 2,000 stems per acre.
In conclusion, Reach 1 is stable and functioning as designed. Reach 2 is unstable and is
overwidened due the loss or stress of several structures. A remediation plan is being prepared by
others for this reach. Vegetation growth has exceeded the success goal of 260 stems per acre
with a planted stem density of 480 trees per acre.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
J I Jordan
Jones a
Goulding
SECTION I
Project Background
Jordan
Jones a
Goulding
SECTION I
Project Background
The background information provided in this report is referenced from previous reports
conducted by EcoScience, Inc., North Carolina State University, and Soil and Environmental
Consultants, PA.
1. Location and Setting
The Lyle Creek Mitigation Site was developed by the North Carolina Ecosystem Enhancement
Program (NCEEP). The site is located in Catawba County, North Carolina immediately
northwest of the intersection of Wyke Road and US-70 (Figure 1). The Lyle Creek Strcam
Restoration Project consisted of restoring approximately 1,940 linear feet of an unnamed
tributary (UT) to Lyle Creek by relocating approximately 1,240 linear feet of existing channel
(Restoration, Priority 1) and restoring, in-place (Enhancement Level 1, Priority 2/3)
approximately 700 linear feet of existing channel. The restored channel was designed and
constructed as an E-channel. The project also included enhancing the associated riparian zone.
The restoration project was completed in July 2002.
To access site from Interstate 40, take Exit 138 and turn south onto Wyke Road. Turn right onto
Stagecoach Road. Continue on Stagecoach Road for approximately 1 mile, at which point the
road will cross the UT to Lyle Creek. The restoration project is located approximately 1,000 feet
downstream from Stagecoach Road.
2. Mitigation Structure and Objectives
The Lyle Creek stream restoration project was developed as a mitigation site through the
NCEEP. The restoration site is located within the northeastern Piedmont region of the Catawba
River Basin (HUC 3050101). Historically, the site was utilized for livestock grazing and
agricultural hay production. Previous land uses, such as riparian vegetation removal, dredging
and straightening, and livestock access contributed to the UTs degraded state. These activities
were thought to have inhibited stream stability, producing an incised channel, with a headcut
migration occurring through the site.
The following goals for the Lyle Creek stream restoration project were established:
1. Restore 2,400 feet of an UT to Lyle Creek,
2. Enhance the riparian area through planting native species, and
3. Exclude cattle access to the UT to Lyle Creek and 800 linear feet of a
secondary unnamed tributary.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
I tiVrl '' fir ' , .. ? +h ? \ dl , ? 11 t ?? f: ?"{'2,?"c` ?` /F .
KilaM 1` ?.. _ Ili f ; .... <"?;.?_ _ \?• ` '' ?<_rr.J J 1
.?? Bert Lee -0
. `, ?? ? ; ;} '\ •.?
1 ?yvf
I ?. M4'% nll,
' ? • ,. J '•ti III I }1 1 ' -+ - .'
l •'?. J ti S-TI, I. ,oy (i,, '•?. ! v l i I 1 ,1?, ;.ll r/- ~.•-! 1^?r??? f"`.'' 4.
ell
i
yy
1? 00
t ,.. , y ``,' , ,' l1 .l ? 'M` ,1 . ? I I + ^ C _ i • .r •".1 h2. r r ?, \?,,.
e it'
1,. -- 4.?•r4 ? ,? ? ?? , ,? 11
,t; A41 %
Legend
>xi w r 'x? - Streams
Roads
Project Watershed
i?V
Site Location .?
Reach 1
% 1 `y I t r?
r, old c wba Reach 2
r-•- ? .? ,? .f?. ,S? Icy. - ? .? Y
! ?? ?, ,• ' 000 1,000 0 2,000
°r Fee . ?.
Nd.
Jordan Figure I. Project Location and Watershed Map
?r'dunes 8 Lyle Creek Stream Restoration Project # 423
i,l;'"»YstcnI OM OOUlding Catawba County, NC March 2007
" '?" Monitoring Report Year 4 of 5
Page 1-3
Project Background
Restoring 2,400 linear feet of the UT to Lyle Creek was implemented by enhancing 700 linear
feet (proposed to be 1,055 linear feet) and relocating 1,240 linear feet (proposed to be 1,345
linear feet) within a 12.4 acre plot of the UT to Lyle Creek (Table I). The 700 linear feet of
stream enhancement, noted as Reach 1 in this monitoring report, involved an in-place restoration
approach. The reach was enhanced using vegetation and bank stabilization structures, such as
single arm vanes, cross-vanes, J-hooks, and root wads. The restoration of 1,240 linear feet of the
UT, noted as Reach 2 in this monitoring report, involved relocating the channel away from a
previously straightened ditch. A sinuous, stable pattern, with riffle-pool bedform was
constructed. Cross-vanes, J-hooks, and riffles were installed to provide bank stabilization,
habitat, and maintain grade control. On a second unnamed tributary to Lyle Creek,
approximately 800 linear feet of stream preservation was implemented by installing fencing to
exclude cattle access.
The UT's riparian areas were planted with native bare root seedlings and herbaceous cover to
enhance the riparian areas and stabilize streambanks. The entire site was fenced to exclude cattle
access to the UT Reach 1 and 2 and the second UT (approximately 800 linear feet) to Lyle
Creek.
Table I
Project Mitigation Structure and Objectives
Lyle Creek/Project No. 423
Segment/Reach Mitigation Approach Linear Stationing Comments
Type Feet ft
Reach I
UT to Lyle
El
P2/3
700
0+00-7+00 Channel restoration, in-place with use of grade

Creek control and bank protection structures.
Reach 2 Channel restoration, relocation with use of grade
UT to Lyle R P1 1,240 7+00-19+40 control and bank protection structures.
Creek
2"` UT to Lyle P P 800 N/A Preservation/Enhancement; fenced in stream to
Creek exclude cattle.
(E1=Enhancement Level 1, R=Restoration, P=Preservation)
3. Project History and Background
The stream enhancement/restoration was designed by EcoSciencc Corporation and constructed
by North State Environmental. Construction activities were completed in 2002. Monitoring has
been conducting annually from 2003 to present, with an as-built survey completed in late
2002/early 2003. This report serves as the 4`" year of the 5 year monitoring plan for the Lyle
Creek stream restoration site. Tables 11 and III provide detailed project activity, history and
contact information for this project. Table IV provides more in-depth watershed/site background
for the project.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Page I-4
Project Background
Table II
Project Activity and Reporting History
Lyle Creek/Project No. 423
Activity or Report Scheduled
Completion Data Collection
Completed Actual Completion or
Deliver
Restoration Plan Unknown Unknown Unknown
Final Design-90% Unknown Unknown Unknown
Construction Unknown 2002 July 2002
Temporary S&E mix applied to entire
project area Unknown 2002 2002
Permanent seed mix applied to reach Unknown 2002 Fall 2002
Mitigation Plan/ As-Built (Year 0
Monitoring) 2002 2002 February 2003
Year I Monitoring 2003 November 2003 February 2004
Year 2 Monitoring 2004 July 2004 February 2005
Year 3 Monitoring October 2005 December 2005 February 2006
Year 4 Monitoring September 2006 September 2006 November 2006
Year 5 Monitoring September 2007 TBD TBD
Table III
Project Contacts
Lyle Creek/Pro ect No. 423
EcoScience Corporation
Designer 1101 Haynes Street, Suite 101
Raleigh, NC 27604
North State Environmental, Inc.
Contractor's Name 2889 Lowery St., Suite B
Winston-Salem, NC 27101
Planting Contractor Unknown
Seeding Contractor Unknown
Jordan, Jones, and Goulding, Inc.
Monitoring Performers 9101 Southern Pine Blvd., Suite 160
Charlotte, NC 28273
Stream Monitoring, POC Dan Rice, 678-333-0457
Vegetation Monitoring, POC Dan Rice, 678-333-0457
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Page 1-5
Project Background
Table IV
Project Background
Lyle Creek/Pro ect No. 423
Project Count Catawba County, North Carolina
Drainage Area 0.74 s mi
Drainage impervious cover estimate -10%
Stream Order 3rd
Ph sio ra hic Region Piedmont
Ecore ion Piedmont
Ros en Classification of As-built 13
Cowardin Classification N/A
Dominant soil types Cecil-Cliewacla
Reference Site ID Unknown
USGS HUC for Project and Reference 3050101
NCDW Sub-basin for Project and Reference 03-08-32
NCDW classification for Project and Reference WS-IV•CA
An portion of an project segment 303d list? No
An portion of an project segment upstream of a 303d listed segment? No
Reason for 303d listing or stressor? N/A
% of project easement fenced? 100%
4. Monitoring Plan View
The monitoring plan view map (Figure 11) illustrates the location of the longitudinal profile
stations, cross-section stations, vegetation plots, and photo points. A total of seven cross-
sections were previously established within Reach 1 and 2. Approximately 2,000 linear feet of
longitudinal profile was monitored. Three vegetation plots were previously established and four
new vegetation plots were established by JJG in 2006. The new plots were established in
accordance with NCEEP's revised vegetation monitoring protocol. Photographs were taken
upstream and downstream at each cross-section and at existing photo points. No problems
occurred that inhibited accurate data assessment.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
+l`, a # w
,r
t 1? o g
r .
:2 C)
4 ?. iA S
y .Yi.:. ?y R }f- O
z
? to
z
F Q
?' le
V) LLI
LL, Z
W 0.' J
s++t.Y. i + ?? _ y w O
i," +t? ?wt? * ?. y r 4 + i Z
}'+
QW?
000
a - :z
J
X ZOx OZ
ck:
N
CL o
14 WiQ(r}-w
o??z?t¢Y,II
1?yye y s4ti;; a 0z m}
' N p?YI
1
i .?
t N w
e yyi i ` z
I.i .S 'A gC.? { }.?? PYJX
t?tey?? y?' ?? 1y 00
5; W
iN t q aW
d '} 11%% # O Z
} q Yµ O
A tr J
t I , Li
c a
MIMI
s•o sosaioo+?
Mwvmaoonoian m[mu _ -
M
8 LL
N p o
O r?
"d
yo
?Y 0. 0 3
w s
g
F w a
d o Yp
Y H O wa
¢
x
O
a
N?
a
o ~w S
+ ? -Z
?vi
k? Y
w C
Z
w

/ ?
0 w
0 Of
w
U p

Z

i w
Z5
0
0
? w
I

s 00?
"N rn
N
I
a
0
F
p0
4N
04
a
Z
O X ?? \ O
0OO u
U < Of 0
t
/ r 0; xx OZZZZ w¢
d U Z 2
X

a
w
w
LL U
7 Z
m¢
x
LLI X
I - oo
x 5o?
% o a.
a a
s
W
U e ?? as
o
O HZ
V
3 w O
Q'' N Z J
HUa
O
? Z.=(V
V
rT
6MP'IOSOIOO/ON
M
4u o p
N O
N
o
bps ???/y Q ? ? ?
•• ? W
.0 V)
W Z
0 CL
?dF
Q
o a00 3
xo N w
ID Lq 5
wZ
Z Q
(n E?
x y Z
w 0'
Z NO U 0
N +'1S5 W
L) 0
JJ
5 W 0 Z J
a
Z w Z %(P a o
QQj ry tV)
Q YZ O O (5 x ad
m a aW9
OOOpCCC Z D
000
$o
U +?
I
x
M
.t7D
U
Z U ? w
Q U W O
U?p pd
LLJ
O O
ZQ
la--W
?QOOWW
C aUZ?r
S
' a
w
O U
+ Z
M Q
W X
00
Sa
pa
nQ
a
aw
U $ oa
w
g `0
0 ?a
LAJ
S x ?A
o X8 b ! s ova
N a Z N
s
, mo mn uu
wrai:on:er it eacnooinrr?n a.?a ciiigPOno.?w?ino nvnc ca :a
M
n

S
LL-
O
o
I M
?go
Q II M
O
" o
w z
F Q m W

0
Q U p
O VI -? 4.
0
3dF CL
Q
<
ao
~w
? W
5

?m. c

13
L) M -

w z
?n z <
x O?
Y

o
6
W

N

> W
W
?,
o U

p
Z
?
i t

F (?

l+1
F- U
15 F-
O
U W
z

i
?-
a
a
W
Z W J
z a.
> Z
F
G
7 z 0 O a

:}

00 d

U

m

d

m x d
l
I
> ?Z
y^
N
l
J
z:)
OO?

00
,? x

\ r
N r
D ZI
- boo ua Cu

I Q z p

I-aU?
C) 0
I
?QF
E
OHW- ZQ
d
U Z M
O
O -
k
w
Q $

X
O a
W
U

Cl.
a z

>
mQ
o?

/ 00
5; Of

o O Cl.
it a
Q
+
U $ QW
aQ
n
< J
_
g
`0
VO P,

Z
H
x
II
? ?
N F
Q U
O
/ W O
IV ?/
> J
? U

bxO N Z J
?
S ? ? R z C
Z .= (V

.bps ?
Ni> y
y?? b s

5MP COSMO1ON
J I Jordan
Jones e
Goulding
SECTION II
Project Condition and Monitoring Results
J Jordan
Jones a
Goulding
SECTION II
Project Condition and Monitoring Results
The following monitoring results are from the 2006 (year 4 of 5) survey completed in September,
2006.
A. Vegetative Assessment
Planted zones related to the stream restoration consist of the stream bank and the buffer area
adjacent to the stream. The riparian zone begins at the top of bank and proceeds perpendicular to
the stream for an average distance of 50 feet. The planted stream bank initiates at base flow
elevation and extends to the top of bank. The overall success of these two particular planted
zones is good. Live stakes (Salix nigra and Cornus amomum) and herbaceous species (Carex
spp. and Juncus spp.) along the stream bank are healthy and abundant. The riparian buffer is
dominated by a thick herbaceous layer with numerous shrubs and saplings throughout. Natural
recruitment vegetation appears to be dominant. This is likely due to the undisturbed forested
areas along the right bank of the restoration area causing regeneration of trees.
There were three vegetation plots established by EcoSciencc in 2002. Please refer to the
Monitoring Plan View Map (Figure II) for the location of these plots. The success criterion for
these previously established plots requires 260 live stems per acre in monitoring year 4 of 5
(2006). In addition, four new plots were established by JJG in 2006. Please refer to the
Monitoring Plan View Map (Figure II) for the location of these new plots. The plots established
by JJG were randomly selected and monitored per the new 2006 NCEEP protocol. The three
previously established plots were also monitored per the new protocol. Planted stems must
represent 30% of the stems per acre total. Please refer to Appendix A for the vegetative survey
data table and monitoring plot photos.
1. Soil Data
Lyle Creek is situated within a narrow ridge and valley within the inner Piedmont Belt of the
North Carolina Piedmont Physiographic Province. Researchable data indicates that the soils
within the project area are those found in alluvial landforms in this physiographic region;
however, grading and filling activities during construction likely disturbed the parent soil.
Review of the North Carolina Soil datamart indicates that three soil series are found within the
project limits (Figure III and Table V). These soil series consist of Chewacla (Hydric Soil of the
United States), Cecil, and Hiawasee. Chewacla soils are generally found along stream corridors.
These soils are formed from fine alluvial material and are somewhat poorly drained within the
project area. Cecil soils are also found in areas adjacent to the stream. However, these soils are
not as prevalent as Chewacla. The Cecil soils within the project area arc formed from fine
alluvial material and are somewhat poorly drained. The Hiawasee series is generally found on
high stream terraces. The undisturbed forested slopes and the surrounding upland consist of this
soil type.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
HsB2 CmC2 11
HsC2
•^? sD2
HsB2
CmB2 HsB2
CmD2
CnB2
CmC2
HsC2
CmC2 _
CmB2
. W0 ,
CmB2 As' C2
CmC2
- ? CmD2
- CmC2
i
_.. _ / CmD2 r 77
CmC2 \\)
?' PeE Site
CW i ,..
CmD2
nE3 ?... _,
i Wd HSD2
CmC2 -%
C \ Hs
HSC2 (,.
Wo j -. HsB
HsB2 r
/ HS82 /
Cw

CmC2
AsB
HwB2
m 2 sC2 r
_ Hs02 y -..,
?e H B2
Af Cy Kermit c St
CmC2\
sD -
Legend
A Ma Unit Ma Unit Name Slope
eE_
--J-" HsE
/,/- ;? _--` / ;'? ,.., •_-- ' '-- _ CmB2 Cecil, sandy loam, eroded 2 to 8%
CmC2 Cecil, sandy loam, eroded
Cy / U 70 CmD2 Cecil, sandy loam, eroded 8 to 15%
PaF
2 HSC2 CW Chewacla, sandy loam (hydric soil of U.S.)
-- HsB2 Hlawasee, moderately eroded clay loam 2 to 8%
HSC2 Ilawasee, moderately eroded clay loam
3 ` - HSD2 Hlawasee, moderately eroded clay loam 8 to 15%
HSC2 HSE Hlawasee clay loam IS to 25% m
A- Bn ?.
F 750 375 0 750 ;3
HaD2 Cw Cw Feet
i- MB HSC2 Cy
e `? Cw PeE C 2 Cw
Figure III. SOILS MAP dordan Jo es a Lyle Creek Stream Restoration Project # 4z3
I kcnystcn' ? 01), Goulding Catawba County, NC March 2007
Monitoring Report Year 4 of 5
11-3
Project Conditioning and Monitoring Results
Table V
Preliminary Soil Data
Series Max Depth
in % Clay of
Surface K
factor T
factor % Organic
matter
Chewacla 60 10 - 35 0.28 5 1.0-4.0
Cecil 75 5 - 20 0.28 5 0.5- 1.0
Hiawasee 60 - 80 10 - 35 0.28 5 0.5-2.0
2. Vegetative Problem Areas
During the initial assessment conducted in March 2006 as well as the vegetative survey
conducted in September 2006, it was noted that some areas of stream bank have suffered
localized loss of vegetative cover. In these areas, it is evident that flood events may have caused
the bank erosion and the resulting loss of vegetation. Problem areas associated with the riparian
buffer zone were also observed. Most notable is the abundance of invasive species such as
Rubus argutus, Rosa multiora, Ligustrum sinense, and Microstegium virmineum. Please refer
to Table VI for more details on vegetative problem areas. Please refer to Appendix A2 and A3
for photos of these areas.
3. Vegetative Problem Area Plan View
Please refer to Appendix B 1 and B2 for location of vegetative problems onsitc.
4. Stem Count
JJG conducted the vegetative assessment and vegetative plot analysis on September 27, 2006 and
September 28, 2006 per the new WEEP 2006 protocol. Seven plots were surveyed, three of
these were previously established by EcoScience in 2002 and four were newly established plots
by JJG in 2006. The vegetative plots established on site were selected randomly and represent
the riparian buffer zone.
Trees planted within the plots monitored include overcup oak species (Quercus lyrata), river
birch (Betula nigra), American sycamore (Platanus occidentali.s), green ash (Fraxinus
pennsylvanica), black willow (Salix nigra), and silky dogwood (Cornus amomum). In addition,
natural recruitment vegetation was also monitored within these plots. Species encountered were
tulip poplar (Liriodendron tulipifera), sweet gum (Liquidambar styraciflua), tag alder (Alnus
serrulata), black gum (Nyssa sylvatica), Eastern red cedar (Juniperus virginana), oak species
(Quercus spp.), and species that were originally planted. Please refer to Table VII for a
summary of stem counts.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Page II-4
Project Conditioning and Monitoring Results
Table VI
Vegetative Problem Areas
Vegetative Issue Location Probable Cause
Invasive population existing seed source,
Plot 1 storm flows, and land
disturbance
Invasive population existing seed source,
Plot 2 storm flows, and land
disturbance
Invasive population existing seed source,
Plot 3 storm flows, and land
disturbance
Invasive population existing seed source,
Plot 5 storm flows, and land
disturbance
Invasive population existing seed source,
Plot 6 storm flows, and land
disturbance
Invasive population existing seed source,
Plot 7 storm flows, and land
disturbance
Vegetative Issue Station Probable Photo
Cause Point #
moderate bank erosion / loss of stream

bank vegetation 0+25 to 0+35 storm flows A2.1
moderate bank erosion / loss of stream 4+25 to 4+50 storm flows A2.1
bank vegetation
severe bank erosion / loss of stream 5+75 to 6+00 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 9+25 to 9+40 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 10+25 to 10+50 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 11+55 to 11+90 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 13+55 to 13+80 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 14+35 to 14+70 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 16+00 to 16+30 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 16+60 to 17+10 storm flows A2.2
bank vegetation
severe bank erosion / loss of stream 17+80 to 18+00 storm flows A2.2
bank vegetation
moderate bank erosion / loss of stream 18+45 to 18+60 storm flows A2.1
bank vegetation
severe bank erosion / loss of stream 18+75 to 19+38 storm flows A2.2
bank vegetation
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
11-5
Project Conditioning and Monitoring Results
Table VII
Stem Counts for Planted Species Arranged by Plot - Year 4 of 5 (2006)
Year 3 (2005)
Plot Data Total #
of Year 4 (2006)
Vegetation Plot Data
Species
1
2
3 planted
stems
Year 4
2006
1
2
3
4
5
6
7
Acer ruhrum 4 4
Betula nigra 3 5 1 32 1* 5* 1* 2 9 6 8
Fraxinus pennsylvanica 1 4 * 2 1 1
Nyssa sylvatica 3 1 1 1
Platanus occidentalis 2 18 * 2 2 11 3
Quercus lyrata I I
Salix nigra 1 3 8 1* 2 2 3
Liriodendron tulipifera 6 2 8 6 2 N/A N/A N/A N/A
Alnus serrulata 3 2 2 N/A N/A N/A N/A
.Iuniperus virginiana 1 2 2 2 N/A N/A N/A N/A
Totals (2006) 14 6 10 82 10 5 9 5 14 20 19
Initial Totals (2005) 29 6 10 N/A 29 6 10 N/A N/A N/A N/A
Average # of Stems per
lot 10 N/A 12
Percent Survival (2006) 48% 100% 100% N/A 35% 83% 90% 100% 100% 100% IOO%
* Species had numerous volunteers counted
The survival rate for the woody vegetation monitored for 2006 is 87%. At this stage in the
project and vegetation development, JJG is unable to clearly determine which stems were planted
and which stems could be natural recruitment. This is also true for the newly established plots 4
through 7. JJG decided to measure the largest trees as the planted specimens and recorded the
smaller stems as natural recruitment. The monitoring data recorded an average of 12 planted
stems per plot. The site density is approximately 480 planted stems per acre, which exceeds the
year 4 goal of 260 planted stems per acre. Furthermore, the natural recruitment woody stems
recorded substantially increases the number of live stems per plot. There is an average of
approximately 40 recruitment stems per plot. In total, approximately 50 woody stems per plot
were recorded. A review of the planted and natural recruit's monitored indicates a current site
density of approximately 2,000 stems per acre. The site density was calculated by dividing the
average number of stems by the plot size (0.025 ac). All plots for this project were NCEEP
standard of 10m X 10m (100 sq. m).
In conclusion, the vegetation throughout the stream and riparian restoration project meets the
success requirements. Although some loss of stream bank vegetation has occurred, the overall
growth of the riparian buffer is good. Per the success criterion for year 4 of 5 (2006), the site has
exceeded 260 stems per acre.
5. Vegetation Plot Photos
Please refer to Appendix A3 for photographs of the vegetation monitoring plots.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
11-6
Project Conditioning and Monitoring Results
B. Stream Assessment
Stream dimension, pattern, profile and substrate were evaluated within 1,940 linear feet of the
stream restoration site. The stream assessment including walking the entire stream reach and
monitoring 1,940 linear feet of longitudinal profile and seven pre-established cross-sections.
Please refer to Tables V111, IX, and X for the stability assessments and the as-built morphology
and hydraulic summary. Refer to Table XI for monitoring years 2003-2006 morphology and
hydraulic summary, and Appendix B for the problem area plan view map, stability assessment,
stream photographs, and raw data.
1. Problem Areas Plan View (Stream)
Please refer to Appendix B 1 for problem areas plan view map.
2. Problem Areas Table Summary
Table X111 below provides categorical feature issues by station, the suspected cause and denotes
a representative photo of the condition, which is located in Appendix B2.
3. Numbered Issues Photo Section
Please refer to Appendix B2 for problem areas plan view photos.
Fixed Photo Station Photos
Please refer to Appendix B3 for photo station photos.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Page II-7
Project Conditioning and Monitoring Results
Table VIII
Stream Problem Areas
(Please refer to Appendix B2 for photos)
Lyle Creek/Pro ect No.423
Feature Issue Station Numbers Suspected Cause Photo ID
00+25 - 00+45 Erosion under tree root due to
excess shear stress
Reach 1
04+20 - 04+50 Moderate bank slumping due to
Bank erosion - moderate excess shear stress - LB B2.1
14+75 - 14+90 Bank undercutting due to excess
Reach 2 shear stress - RB
18+45 - 18+65 Moderate erosion due to shifting of
upstream pool to RB
No bank protection on downstream
Reach 1 05+75 - 06+05 end of bend resulting in severe
erosion - LB
Severe bank erosion and failure due
09+20 - 09+40 to insufficient channel capacity and
excess shear stress - LB
Severe bank erosion and failure due
10+00 - 10+25 to insufficient channel capacity and
excess shear stress - LB
Severe bank erosion and failure due
11+60 - 11+95 to channel migration and excess
shear stress - LB
13+55 - 13+85 Bank undercut and failed due to
excess shear stress - LB
Bank undercut and failed due to
Bank erosion - severe 14+35 - 14+70 channel migration, downcutting, and B2.2
R
h 2 excess shear stress - LB
eac 15+25 - 15+45 Bank undercutting due to excess
shear stress - LB
17+80 - 18+00 Severe erosion due to excess shear
stress - LB
Stream downcut and channel shifted
16+00 - 16+30 resulting in severe erosion and tree
fall - LB
16+70 - 17+10 Severe bank erosion and failure due
to u stream structure failure - LB
18+75 - 19+05 Severe bank erosion and failure due
to u stream structure failure - RB
Severe bank erosion and bank
19+10 - 19+40 failure below right arm of failed
cross vane - RB
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
11-8
Project Conditioning and Monitoring Results
Table VIII Con't.
Stream Problem Areas
(Please refer to Appendix B2 for photos)
Lyle CreektPro ect No.423
Feature Issue Station Numbers Suspected Cause Photo ID
08+85 - 09+00 Insufficient channel capacity shifting riffle downstream
10+90- 11+15 Insufficient channel capacity shifting riffle downstream
11+95 - 12+20 Insufficient channel capacity shifting riffle downstream
Insufficient channel capacity shifting riffle downstream
Downcut/lost riffle Reach 2 14+10- 1400
into pool B2.3
Insufficient channel capacity shifting riffle downstream
15+10- 15+20 into pool
Insufficient channel capacity shitting riffle downstream
15+75 - 16+00 into pool
Lateral bar Reach 1 06+60 - 06+80 Stream over widened B2.4
Mid-channel bar Reach 2 14+70 - 14+75 Mid-channel bar formed from upstream erosion B2.5
Log vane structure detached from bank and blocking
14+95 channel due channel erosion under log.
Right vane arm collapsed due to shifting channel and
Structure -failed Reach 2 16+70 excess shear stress B2.6
Right vane arm eroded and dislodged due total failure
19+25 of structure and bank
Erosion at top right vane arm due to insufficient
Reach 1 05+00 channel capacity
Erosion under invert & footer rock and stressing right
17+50
Structure - stressed arm B2
7
Erosion behind left vane arm due to insufficient .
Reach 2 18+30 channel capacity
18+60 Erosion under invert and footer rock
Stability Assessment
The upstream section (Reach 1) of the project consists of Enhancement Level I. The overall
pattern, profile, and dimensions of this section appear stable with some isolated signs of
moderate erosion. The section of the channel that was relocated (Reach 2) is showing significant
signs of instability. The pattern, profile and dimensions of the channel appear to be shifting in
Reach 2. A general overview is provided below.
Reach 1: Restored Channel In-Place: Enhancement Level I (700 ft)
There are areas of moderate erosion associated with the outer bank of tight meander bends within
Reach 1; however, these banks still appear to be stable. There is one area (Station 05+75 to
06+05) of severe erosion, bank instability, and poor bank protection near the downstream end of
this section. This is a tight bend, and there is insufficient bank cover to protect the bank. One
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Page 11-9
Project Conditioning and Monitoring Results
cross-vane (Station 05+00) is showing signs of stress on the right arm, but the bank is stable, and
there is sufficient bank cover.
Cross-sections 1, 2 and 3 are located within Reach 1. Cross-section 1 is a pool that was
previously filling in. Since then, the pool has deepened; thereby, decreasing the width to depth
ratio. Cross-section 2 is a riffle and cross-section 3 is a pool, both have shown slight bankfull
width increases, which lead to an increase in width to depth ratio. The reach appears to be
maintaining stability with stable structures and minimal bank erosion; however, both the d50 and
d84 from the surveyed riffle cross-section have decreased over the monitoring years. The d50
has changed from medium to fine sand and the d84 has significantly changed from medium
gravel to coarse sand. The area immediately upstream of Reach 1 is showing signs of bank
erosion and instability, which is most likely the source of the sedimentation and fining occurring
within Reach 1. Please refer to Tables VIII, IX, X, XI, and Appendix B for detailed stream
assessment problem area results.
Reach 2: Relocated Channel: Restoration (1,240 ft)
In several riffle areas, there arc indications of an active headcut, in which the stream elevation
has dropped, and the riffle material has shifted downstream and deposited immediately upstream
of pools. Typically, the bend immediately downstream of these areas is severely eroded and
often collapsed. As a result of this instability, the stream is beginning to show signs of pattern
migration. Several meander bends are severely eroded with bank failure. The bank erosion is a
major source of instream sedimentation. Many of the structures installed to maintain grade and
stability have failed or are stressed. For most cross-vanes, the failure or stress is associated with
only one vane arm. The one log vane (Station 14+95) installed within Reach 2 has failed and is
now lodged as an obstruction in the stream. Upstream of the convergence point, there are three
cross-vanes that step the elevation down to the elevation of the adjoining UT of Lyle Creek and
the end of the project. The stress and failure level of these structures increase as the stream
elevation drops to meet the elevation of the convergence point. The most downstream structure
has completely failed, and there is a risk of a head cut formation from the downstream
convergence point upstream to an existing sill. The upstream sill is located approximately 150
feet above the downstream end of the project and these vanes. This sill is holding well, and
currently there are no signs of headcutting. However, this sill may not hold if the downstream
vanes continue to fail and lose grade. Please refer to Table VIII, IX, X, XI, and Appendix B for
detailed stream assessment and problem area results.
Reach 2 includes cross-section's 4, 5, 6, and 7. Cross-section 4 is a riffle, which appears to have
overwidened and is now building a new bench at innerberm. Cross-section 5 is a riffle that has
shifted approximately 5 feet to the left from its original as built station. Cross-section 6 is a pool
that has previously downcut and appears to be aggrading. The pool is filling in, which is
illustrated by the decrease in its width to depth ratio and mean depth. Cross-section 7 is a pool
with an undercut bank. It is very unstable and eventually, will have have bank failure (left).
This pool also shifted in 2005 approximately 3 feet from previous survey stations.
In summary, Reach 1 has areas of moderate bank erosion and some signs of stress on one cross-
vane within the reach, but no major stressors are apparent. The lower, relocation restoration
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Page I1-10
Project Conditioning and Monitoring Results
(Reach 2), is illustrating a trend towards instability, with headcut formations and severe bank
erosion throughout. A maintenance plan is currently being developed by others for Reach 2.
Table IX Drf Categorical Stream Feature Visual Stability Assessment j'DI I
Lyle Creek/Project No. 423
Reach 1: Enhancement Level 1700 ft
Feature As-Built 2002 MYl 2003 MY2 2004 MY3 2005 MY4 2006
A. Riffles - - 36 % 97.9%
B. Pools - - - 92% 87.5%
C. Thalwe - - - 92% 100%
D. Meanders - - - 67% 93.3%
E. Bed General - - - 86% 93.7%
F. Vanes/J Hooks, etc - 89% 94.5%
G. Wads and Boulders - - N/A -
H. Bank Performance - - - 88.6%
Lyle Creek/Project No. 423
Reach 2: Relocation Restoration (1,240 ft
Feature As-Built 2002 MY1 2003 MY2 2004 MY3 2005 MY4 2006
A. Riffles - - 36% 62.5%
B. Pools - - 92% 91.65%
C. Thalwe - - 92% 50%
D. Meanders - - 67% 46.7%
E. Bed General - - - 86 % 97.43%
F. Vanes/J Hooks, etc - - - 89% 35.8%
G. Wads and Boulders - - - N/A -
H. Bank Performance - - - - 72.6%
(MY3 data represents data for the entire Reach, and cells noted with a (-), data was not provided).
6. Quantitative Measures Tables
Tables X and Xl, display morphological summary data from all monitoring years. The as-built data
provided in the previous monitoring reports was not accurately reported between years; therefore, JJG
referenced regional curves to verify cross-sectional area to determine which data set to report. The as-
built data provided in Table X was taken from the North Carolina State University 2003 monitoring
report. Raw survey data can be found in Appendix B.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
n
C
e
c
a
C
u
v
O
n
h
ea
0
?z
11 >rO
a ? C
F e .3&!
U
u
?y T
O
F
Oi
? N
r ? b
N
r` U
? p,
?
^
N
a
.-.
^
N
00
O
vl
cc
F. r
O N ?
? N
N ?
r $

O n

O
O
N p

?9 °O A N N
N 00
O\
M P
T
M 8 ? N
N O
0 ?J
0 W
A
O e,
v
0

o
G
v

CM
V V O
y

c
0. c
y
o Z

? u
F W
W N
? s G

a e
? u
U U
?
Q Q
[QS •$
E
f
i
?
s u Q O

?

?

? d
? ti
v
? ? C7 3
y
g y
C7
0

S
o, E
o v
? 3 a

-20 O
E7 A
9
tqQ tpy

m 07 m 3 u7 3 s co g6 u a? a a R ag ng vU n A 9a > u n 3 ro a ?
n
un g
c
o ?
O
I
u
ck
0
0
a' ' K
O M
oz
U K
u O
5
a
W
C
F
O
O
O
C
0
v
U
P.
A•
H
O
K
O yC
Y 5. Y
a o
?"' S Yyy
T Y
O
e
e'
0
S
$ Q K ? ? ? Q rri r?+r 8 ? S ? N h h O n 0 0 O
N ? N - f l % P O nl ? N K o0 O r ?
? yyp?? N O
p `D P ? P ? ? P C Q ? N O O `p ? 00 O p vl
?
e
0 N O O p K d C L. % r! ? ?o o b
?, ? -° _Q ? $ 8 $ Q Q_ ? c ? S P V, $ r 8 8 8 $
y N % N nl ?, % % % O C S ? - O h
V
8 N Q O .°p 8 " Q
I Q
% Q
% ? ? Y
o

app
O
o0
P
O
C
P
!?
K

b
?
nl
N
P
.-:
m
8
?
ao
pp
O KK
N
^ N N i\ N O O N
8 P p
8 ? ? ? ? P K. 8 ? ¢ C

Y N N
^ O N % %
?3
W
N
Q
N _ Z ° _ C O
C S ° K ,L N O
o N `O
GG C
G
?
a
V a
Y
Y ?
?
8 $

? Q

% O

W ? ? K

N O'
N r
Qp ?

? ?` b r
r Q

%
b Ka}
p P
K ? p
O
N _ N O O
n! K O LV
O
a a a

O

S pp
t? O P O _ pp
K
P p, 0
°
?
N
% ? n! ? % P C O O ? %
C N
,C
a
O

ce.
C
? t

L

8 p
U
? - - -- - x

0
C
O
O

8 Q Q Q P 5 M pr
N '?

^ % K O L Z % O C
K 00 C
O O
y?
L
b
G p
p V R
G
P. G

7 ? A

u. u.
' O
G
p
p.
._.
? z ? Y 6 O? t ?j U
C
?, C
? V ..
C
9 ?
L]
b 3 o b x 9
a
A b a
3 o V 5' S E• ??? s
E5 s
?` q}
? d m" Q 3 d ? cb" o?'. bpo 8 y y$
I
a
? ?
s
a Y
?
?
Y ` ? '
C
C v? C t
+
W I ?t
J V
O
J N O C
?
+ ?
? Y
YC
yC
C
C
C
°- ? ° K ?c
y
n
p
i
9 U ?
I
p
?::
«
8

G N N N N
N
m l,. m m m 3 u3 3 x' m :J
ti
D A a
o. a
.G
u a
o. !
O
n: n: a w
: u" v
?g
W 4U4
b N
os
0
O
rl
C
O
?l W
d' C
3
y ^ O
oz
V K
u a
>'>
a
a
W
C
C
G
v
N
C
0
b
O
U
0.
E
N
e
e
OD
O
rej ? d
? Q
v
F p ?
?U
4
b
O
cLL
O ?
"t a
? O ? ,n vMi Q N N O ? N
_ fOJ M ,z N r4 OO z - 0 0
8
0 ?O .p
N
O
o?O
v`fi
?
p
Q
Q
C N O M o0 V N - I I
O

vJ S Q ?1 Q Q Q et h
,,??1155,,
e N O z ? N N V ? 7 ?: O O
r
V
p O Q N 4 g Q ¢
< Q M S
N z ? fV ao z z G M
??
p ? d N
N V; ? 01 Q ? M g a 0
ON r` z N fV z oo V'

C N ? ? ry .• N O. M M .-• z z
O
.L.

N

O
n

¢
z

O
N

m
-

U
N

N
?

Q
z

Q

Q

N
o

W
?

U
(trr??
p
?
_Q
M
S
?
?
Q
Q
Q
?
00
GN M z N !V tV 10 z 'J. z O M
W _S V O h N N M V,
ON ^ N O ^ N
N ?
?a
u
O
N
I
8
N
rn S r '^ M °? ? h
o M o0• o v ri °•

M ?
N ? N r` ? 00
pp
O? r O
V1 ? h
N M
M VNi
M O ,? N O? C h
8 S M M ?
pp
?O OC ?! ? N° S - O
N n ? .-. N DD n M ^ O OMO
? ? ? V, M ONi ? R N ,

O
?
S
W
n
M oo
V

d d
CJ ^ fV C M
V .?
b ?
O
a ?
q
.2 S g a o a
3 oU?? fr'.?a•-'v E
u y ? E
ai?? cg3u°i3x v,A
-I ?I NI I `°I ?I °?I
OI ? ?p O ? M I o0 n ,D .--•
N ,? ? Y M ? ? N
-1 1 MI sl NI
„O?.
i4 V N 1? N
? M
O
O N
M O
h

G
M O

.? ? O ,n N N i O ah, ,n 0.
'
C ?? y

O u
O

C• ° N
a
_
W

N
!??
r4
?
N
ONO

^
M O
^
O

N

?
C
O
7
•
S
3
oC
o O
v
OaO a ? N ? 'ct P ?u
0.
O M ? M

O ^
N
y
a

M N h '
- O
C N V ?V

C

O
?
V1
M
O
M
?
? O
O
N ? p
CJ ^
W
N h - ,a h T F N
M

C s
? "s
1

? w 3 3 w c' o bo o f
Ng OO ? ,-?) V] 4 V
o; u
2 5 a ?a »
o 0.. C',
C
3
?a
?,3 'S
C C
U UI
u h
.C. S
7
O
v
?J
O
ti

0
0
a .F
o?
0
u r
v
a' N
11-14
Project Conditioning and Monitoring Results
Table XI cont.
Morphology and Hydraulic Monitoring Summary
Lyle Creek/Project No. 423
ADDITIONAL REACH PARAMETERS 2003 2004 2005 2006
Reach 1 Reach 2
Valley Length (ft) N/A N/A 1337 1337
Channel Length (ft) N/A N/A 1940 1940
Sinuosity N/A N/A 1.45 1.45
Water Surface Slope (ft/ft) N/A N/A Not Reported 0.0067 0.0081
Bankfull Slope (ft/ft) N/A N/A 0.01 0.0060 0.0075
Rosgen Classification N/A N/A C4 C4
7. Hydrologic Criteria
A crest gauge has been installed upstream of cross-section 4. The table below is a verification that
one bankfull or greater event occurred within the Lyle Creek restoration project in November 2006.
Other indicators such as old wrack lines were observed at the bankfull and greater elevations within the
restoration site as well as.
Table X11. Verification of Bankfull Events
Lyle Creek/Pro ect No. 423
Date of Collection Date of Occurrence Method Photo # if available
11/24/06 Unknown Crest Gauge N/A
Lyle Creek Stream Restoration Project Jordan, Jones and Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
J Jordan
Jones a
Goulding
SECTION III
Methodology
Lyle Creek Strcam Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
J , Jordan
Jones s
Goulding
SECTION III
Methodology
IV. Methodology
Methods employed for the Lyle Creek Stream Restoration Project were a combination of those
established by standard regulatory guidance and procedures documents and the North Carolina
State University and Soil and Environmental Consultants monitoring reports.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423
Appendix.A
(Click. here)
Jordan
Jones &
Goulding
APPENDIX A
Vegetation Raw Data
1. Vegetation Survey Data Tables*
2. Vegetation Problem Area Photos
3. Problem Monitoring Plot Photos
*Raw data tables have been provided electronically.
Lyle Creek Stream Restoration Project Jordan, Jones, & Goulding, Inc.
Year 4 of 5 Monitoring March 2007
Project No. 423

W lp? M
C tt
N
U

U
y N
?y O
Q a

0 ?
G
W Co
d-
0 0 C l

W5
N
W ?
H W
o
W ? .o A
w x ? ma`r'
0

a 03
ej

W Q F''
U w A
W a

W ?
W O

o

a.
w
°
a u
o.
Cg
u
o I"
CA.

o ? al?? ? Q O O
?,Nyy
rl
U
r.a
C?3
A
0
a
O
? * K
r
++22
SS
S
?
bb
GS
N
? X

0

? „ 3
a ao Q Goo
Z `?

3 a
o
y B ?
x c
6I E
O
U:
? -S
0
u
?, x a o
27
$ ` `?{ a
o? u N Y `Y
a?
40.
O G r,.r...
4 .8
S a o ° n 4 u
N
? k b
U Q Mi
1 w

C

s
C
?
o
??
G

u
a

.fir b

O U

O 0
o

;L 0
° v d9 on :? 3

cn,? d e (? ... ? o

2

C7
Vll
a
Q.
N b
.-?
z

? u
P4 r?J J o'
?rv a+l
a
? ?? ?I l l
a
r a E a o ? i I

z

V
O °
U
a
J
°°_ oo 4 O
a o
rtol `CpC}
d N a .. ? H ? W? G
•? ?I? J ? H w? p
a IT I w ro
x ?_ yz ?°?
OBI I v V? .? ?+ t? > c?
?I q •? vi ? ..'" ?i N i>d R ? Pi f? t? f°' V) U A Ii1
M
O ?Ivu .?uN U? c?7 W in C? ?????? o
a
c o e
C3'

E? 3
? J
1 a xo? ?
??? ??? a c41
Planted Woody Stem Data: CVS Levels 1 & 2
I.ea er: Pro ect: 1t Team: s5 Plot: Date: 9 Page of ?+

Species Name
Source Coordi
X nates
Y ddh
'(
' Hecht
- DBH
V_ ilm
Damage
(m) (m) mr>xj )-
2. 411 tL 2-7
541, y I , r (Q

5CU '-w4 1, 9, v s 3 l
SRIr ?,? ,z .? 5 s? 2
14 3 /,

.S
`q{
G ;4
`?•S IW7

Source: Cultivated, Transplant, Live stake, Vigor: 4=excellent, 2=good, 2 --weak, 1=unlikely to survive year, .?
Pall and Burlap, of Bare oot 0-Dead issin .
Damage: gWoval, ,uA, Mowing, ISeaver, Deer, dents, Insects, Gnme, Uvestock, Other/Unknown n'r al, Human Trnmpled,
Site Too e j, Site Too Drought, Storm, Hurricane Diseased, Vine Strangulation, Unknown, specify other.
02006 Carolina Vegetation Survey. Fonn PWS 12, ver 6.3
N
O v ?
w
o d
Al >

? M
O
Q
M
w N o
Q O
N
o.

o

I?
N

O
n

N
?
? g
? M F7 •
O M N ? •
rf hWA+I N V

a ? ?

U M

o
l °
al a y

l
Ew -0 1.6 a Pft 0

U

U
O --
,b A •• • •t • b

?

?
?

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I 1

I

I

I

I

I
14
.. Ch v
i 1 .?
a

d
CIO
-
C

a

M
N
rr?
Vl
C?
A
b
yO
J
r.l
ed
ed
z

4.
O

0
• LC p
O •
y v
a) p
x a? ?^ ,G vv??
to F_' fn
A O ® •
0.

o?
?k 0 4

?
b
u C ?
•? ?

i
^ ? U
m ?S
t? •R
"DD R w0 N i
?
V y C, p• ?
N U

Q oil

?•
q:

n

_ Al

3
ee33E J
}?
y
`t ° O
p
W

o v
C o?

M

AIM = 9

0
O O
C?
z
S C
?
l
l ?
I 5
w a W
a
Dt P.
.. 1
a
a,

a m
:, °'o
Q
[?i[zi ?
wai
z

d h C N ? E
U y a .
F+ „ ° OR

z
G9
H
w G N

I a

?
°
I

$
?',y p,
er
o Nn o ?
CJ ? ? ? ? ?
W
?
d a N a A a
?
? s ?
,s- U ? t? W cn Q U ?

3 il

I `'
c d °'0
a
4A O
4 s IN ° P..,
t l q
c^'L '% 3 0 3
o
°
0 0 y0? .?
d

?
I
wl
AI
° k
aoa o o
0
oo a ?
H?
O
u
pp?
L1
N
A
0
a

N
b
w
a
0
w
v
v
I
Y?4
V
°1
cl
'All
1I
al
9
x
Planted Woody Stem Data: CVS Levels I & 2
ender: Q r c : L'7ple Cat- Team: 1-5-4 rlp_t: 2 2dg: / z ) / U G Page _ of

Species Name
Source Coordi nates ddh Height DBH
^
f
Visor
Damage
X (m) Y (m) 1
Cro
N? 1.0 - to + 0
J, N t V 7, Z ?Z t ?
?rA ??4f v ` rJ r3 (L ?? 41
, 2 2, 2 rto/r?

A eel ?4NM U •$ t s l 4 r
Ffa i,.N eA 3, 9
I.., r
k-5-
t f
3 2. '?/?4 12-
&VI G, 3.3 iz t v 13
, D 10/1(0 t? o
1 t .D ,0 1?/l4

(r 7i2 I
Z-0 '7
I
0 2. `
Z,

2 , Z ZS ?

2.Z
1.
I • 2,0

2 X36

Source: -Cultivated, Transplant, Live stake, Vigor: 4=excellent, 3=good, 2=weak, 1=unlikely to survive year, .?
Ball and Burlap, of Bare Fool =Dead Missing.
Damage: Removal, f al, Ming, AMer, Rt?_r RUents, Inects, Game, Livestock, Other/Unknown Animal, Human Trampled,
Site Too ffSl, Site Too 2a, 1912d, hpjmht, 512m, icane eased Strangulation, U "Mown, ci other.
02006 Carolina Vegetation Survey. Form PWS12, ver 6.3
I
o Al '
fl1
A

o 0
w
M
1+1 N °
?` A o

N

0
u

vl ?
? N
r
1

M_
CJ
? A N v
I
A © I ..
V M
c o ••
?
i l i l l l l ! I I I I I I I I I I I I I I I I I „

al o ? >v
.s C M ? • •

?? a

?
. I 5
J o o ..

? ? ?? I I I I I I I I I I I I I T i l l I I I
. ? v

U
ye
F
•° z -y v
' = ° GL . a

M
a?
A
a
b
y?0
r
r++l
e?
Z
O
a.
N
04
r-l
V
A
O
C
.9' °
i, a-L•o
'2
15 K-S

?
o . .? e a p', o

a °
. _
T
U
° 9
N

0 g?
E E k
IZA
Q
` i K
V / 1
v -i ?
a° , n
04'7 7
•? ?
'c C 1.
•
AT? ?E O
O„3 b?
1 o V
a?A z? ? ? ?
V •?
a * Q
yo ,? a.

3 °
° v ? ?
•
. ,•
d pp ' \?
?

o v 4.? Si
=
o
I l l
CA. a
? l a

0 co
? ? ?
CzV
a 0 ?1 N N
1
a

I < ai ?j
C A.
m
CA
n l
8 - v
ce. a
00

e
` al I ?
t
? Q C
!
y p
O R \

° ?
d y z ('? 3 rv nl . a? py ? .? o .
a
I e
l
cw a FI a,l l v
i W
0
Ci.
J
0
N
U
3
C
O
0
Cd
0

Na
u
? Y
t
0
y
O
? x
N
Q? b
a
a
w°
V
0
?U1
Q.i
w
0
C0
z
0.2
+i `' Ca
?tl ? W a
b0 ? ?'' AdaI
?y Og.'G U '
? a o p ? ?1 ?
AW7! `? a? ? EJ ? ? ? p ?
al
C ?.p P61
?.y C N b y y O l: a+ ?? ?i .{?
o .d `- r. U iF?3 •
cn V)
til in Q (j ??????
1? V
T 4p
co ow t P4 al
N C P0?
4 , 81 V)
al
A ?cu M.2?, ?° O
'3 Td
U E y p o O y C 0 C
'n a 5 y tcydd [?I 0 a
? ? n 1p, ? ? ? a d
.r.w. -
Planted Woodv Stem Data: CVS Levels 1 & 2
Bader: Pr ct: CtlKTeam: sr(R _ Plot: 3 Date: / / 6(o Page -Zof _2_
Species Name
_? Source Coordi nates ddh 1 ,,Height
1 DBH
I
? "
Vigor
Damage
X (m) Y (m) Mvr -.(,0*

o Al

? M
? W
O
M
1
N
?

A ?
,? I N

o ? vt

r
u

vi ? •
?
N

?
A N ?
A? '
g I
? ? V M
9 •
g ?4 o ••

? a w o0 I,
l
H ? x ?° • M

N

? ^
? fn ?
(
I
I
I
I
I
I
I IJ
I
I
I
I
I
(
I
I
I
I
I
I
?
(
I
V
y• y 1 ?•
W L
O g
p
p
w •? 5

d 3
C
?„
w e
?, C s

..._
U ? v v

M
Colo
V
A
b
0
z
w
O
w
N
ri
14
V
eet
r-+
C?
A
a
w
N?
w
[Q]. h

C
C
a?

Ad
10
O
Q
O
^
U
'y N
? X
(A,, sT C? }??y a
(? iu id to b
O ? c ?o

::
X A

U
0
N
o L
rx .ems

0 o 0
- is
o
"O?
M
vV
tJ
ti
^ ? JJ s
y
V Z ?' 40
°
v. Q, C
N
S .0
C
ci
a.

W
to
O

? VI

F

S
I
.S
g v 1? ?
Q y o
?
0

Q ? ? M
U 0
a UW
• ? ei ? u

i f i
r
ia Y a .a
C,
o rv
? ?
u ? r

h
M
ui cD ?"?
A F u
J 4•
J ;4

u
?i
f?]
WI II w
b(1
•7J ?

?' d
+.r
Q

°?
AID i.ll U .? d U .? c7
O
.Q
a
0
z
'° ?kk5
E
PK
C
k
ro
d

E ?
n 1-1 a v ?Z+
pp
p I1 n
?'
?
U C
F w °
?

cd
bA ? F
?'"
C yG
F O '? `-' N N
y O A
F?U A
a R?CG C?'
W cn d U
? ,,.7
q q?
d ?
N h-

g ? d
.? A
ro v . ?
yt p
b ' a [il Fi cc

,?„
b? 0 4)
A >, aXi v i a >,
r3 o A
O
b

i
???
??p a d a

Planted Woody Stem Data: CVS Levels 1& 2
Leader: R-EK Proiect: kG4eam:1?? Plot: Date: 17 V7 /yb Page Lof Z

Species Name
Source Coordi nates ddh Height DBH
Vigor Damage
x (m) Y (m) 0447 4n (cm)
v (, ?q ??p 2 3
.? 04 .70 7,1 1411(0 ! ! ?-
f rti b . 9 ?//? SS

1 ,N _ 13,0

ti+2 V3
titi, ti v2 ?
1 lya

SOUtce: Cultivated, _Transplant, Live stake, Vigot: 4=excellent, 3=good, tweak, I=unlikely to survive year,
Ball and Burlap, of Bare Root Q=Dead Missing.
Damage: Removal, Cut, Mowing, Buyer, der RUents, Imects, game, Livestock, Other/Unknown Agimal, Human Tram led,
Sile'roo Site Too Flood Drought. Storm, Hurricane Diseased Vine Strangulation, Unk ownspecify other.
02006 Carolina Vegetation Survey. Form PWS12, vert).3
? N
`

o
Al u
r
f N

ld
C
?A

O a
u.
M
i
"-
}
I A d

N

Iv

H

U ? •
w •
I
d A
?
i?g I ••

U c?

?n

$ O m ?

FI Gq oo •

a
14
o

?, V1 rn I I I I I I I I I I I I I I I

S
o

M
U
GQ
Ed
A
^D
0

W
O
v
O.
N
rl
V
C?
A
a
u a
? ? D O ?
N U v 0 d Q
° C7 a
C-N

o r?
N Ird
o •-lo.
u,
Q ? ?x ?
y u

3
w~ W S ?-
>
.-.
? ? S
'FJ Q h? ? S H C.Sr- 0 C

a a.. CJ

° ?

O a
C.

W d

° w $

l o
Q
O
z
? 0
C rJ
?
I ?n
pp
+ ,?
a O
O
w n. .?
CI
W
w iC p
?
P+I ? O
a O
a 0
O
ZIA r:
u eu a
NI J J 1 w C7

om' V N ? .:7 41-
E 0. V le
Q
Fri ? U _
0 d V c a c b y .? 'A
b0
y

b
I 9 i.i m p h

4
? m > 0.

U
,44 A

?

?
c7 ?
a a a bD N
.1? v ? O yjl
U s O+
c7 w 0
v, Q
U ????

x
0

o
? ?
C4
K
5
-
?

O 53' g TB? ° Q p
a c] o
o? oEv! 3 o

A+ a H a 0 cn W OD ? ??? a d
N
b
b
C-i
a
w
0

Q
rol
c8l
?I
a
Planted Woody Stem Data: CVS Levels 1 & 2
L& er: Pro ect: Team: b Plot 10 S Date:
I'll ad Page of
-AA= by -
Coordinates ddh Hai ht DBH
Species Name Source
X i
/1 gff Damage
(m) Y (m) rn
Oct, 0 / I& vV J
lh
tz 101(( 2,3 +0 l b z
4 Al I 6, 1, , r 6t 1, `7 1
(A b/ L- 7. )
A-1 0-0 l 0.0 (zC> 9 L/
1010

p ?,7 r',, DL R/G y
tqI i (p 9,3
l, "//& 3
&114 OA rA ?w S. Lei 3
lo, 9 0.

SOMCC: Lultivated, Transplant, Live stake, Vigor: 4=excellent, 3=good, 2=week, l=unlikely to survive year,
Ball and Burlap, of Bare oot =Dead issin .
Damage: E=oval,.jr , MMIng, Ayer, )b,?,gr, &dents, Uects, Game, Livestock, Other/Unknown Apiptai, 6lumen Trampled,
Site Too &e Site Too DLY, Rood, Drought, Storm, Hurricane Diseased Vine Strangulation, Unknown. s eci ' other.
w2wo uarouna vegetation survey. ronn rws t t, ver o.5

L
?p
N
1
N
a M

0
w
0
M
i

n^ I N rn

b
i
?` fV??
f
Y ?
,
" r
l 00
?I O u
n
u

N 10
N
p

? ^
U M
' • •
?jj
yy O
l
dd
?
7
z I I I I I I I I I I I I I I I I I I I I I I I I I
??
j y •.
0
al a i ??
O M •

`
2
'
5L
't O O ? ri

? ? N? I I i i l i l I I I I I I I I I I I I I I I ?
..
• ,

? N

B L
I

M
V?
V
A
b
0
?I
e?
z
a:.
P
n.
o

0
a. ° C7 S. a
4w o ® •

,D
•a?N
((T//?? yf
OI .? ii
n 'V y
n
n

o ? ?>C
O N
y X
bn
As? ?E
O p
a ? z?
3
a ° El
o \?
9 0 ?v \
j"rs?31N
2 fn '" ,1 °
w'EL P.I?I
?,Nyy
"V
rr?
rI
V
yet
A
hN
a
°s E

VJ x f? V
?n .
,-.

0

? y r1?

? by b
Q

'
l ? ?
`? o
a
i
.

u
r h
{?Q] 7,ry. p

o
a

.r

y
L
+' M
o

L r
I ? U b
0 ? a 0. N
O
b N •..

C? E
a

a

I
b' YO

n

.? ~

?v
? z
U
u
FBI •?
A

?
? .O ? O
l j
„J
?
l
e 'd

`

{

.

?

v

i u 7 bb p
a
~ 6 O M r. F. M
Ax ?-llou rlu V u
? d
W

a
3
c
0
ti
O
C4
0
a

1

?
n
u
a

b -.A

N
O
z

w „
N
n C?
a
a
W°
W
O ? ? ? PrOi ni Q
b ?? o
o
pO N 2
?I
o a o o?:ti v H
z H «? v? ?P. ??? a o
a
w o ?a?a
? •d
o e byy ; N ac? H al
F I R N a• C1 t"? •e
3
b o A a. 43
z
????l??? a C a
FI?
it
Pinnterl Wnndv Stem Data: C"_VS Levels 1 & 2
Leader: r e t: 14 Mf eam: _jo-I Pj :, wV *,.6 Date: // 219 Page Zof

SpCC1C3 Name
Source Coordi nates ddh Height DBH
y or
Damage
X (m) Y (m) (mpy%d (c . (c
N
M
N
A
r
z
?^ N
N
A M
v N
a M

o 0
M

? i
N

N

i

[ I
O ?
?I
u

N i-•

N v
co A ?' • •
!1 I • •
a ((r//FJJ ?
V
rl M
•
. .
p
I ?

O M w w ? .

I
a ?
5

A

?
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
?
I
I
I
I
I
I 1-0
.. f/1 v
i Ji 1 ?
'g

J
.,.
. ...?_ ...?_ .......... .__._

d
41
"?
J
h
? p
z

?
? U

w
0
N

4
cC
A
QI

w
?
o ? •a

?
6
?
?
?
E
? s
?
?
?
r"n
U d '? w+•

a O
° N
°
n

0

per.. K
3 ?
?, ?
x r.
6.
?' N ..S
vi
Q

O U
O O 'b V a
° Lam}.
V ? (\J ll0+
cu N
'd
?
.? O U fn
w o
a>
?
C

o g? n z

w a gg
wl
I O
l k
a O O
. A3
? a a w O
' bb° oo ws z

?\
o i ?.
o4 •H
cs

-C4 0

•

O
? w
'01 0
•
a SI
S
I
~ ? $ U ..
ij
?
Qy V
?

z y
O
p iX
' a
?°
_
va b °gg
L" co Lei

O
I ? 0 0 ? ????
? a a N a a ??b? a
uN u ? ? w
CS . .
*
ORN

.]I ?' cn 'N
3 p
z 3 RI Q) a, ? ,
.2:,

l
e b ?
wv,3 v?
? a,> H a
v
i w ?
o?a ?o a ? d
V
li
L
n
po
p

i
u?
F1I
A
?I
?a
91
E
x

Planted Woodv Stem Data: CVS Levels 1 & 2
ader: IJP? Pro a t: a G'l'eam: J 'J g? glot: /JZ 7 Date: 7 / 01/ d Page ..I of _

Species Name
Source Coordi
X nates ddh Hei ht DBH
Visor
Damage
(in) Y (m}
fieAl 4?r-f,--? D Z, 3 /14

CL-L'w? t 1,7
7

Ail. I/
4"j Ott- , T ?,9 N ?b Z_ 9eRr ?? r

lti G b 7
Irv 5. S 7_ 2,

/-140 7 ,v 3 a
l ?
Su I

Ci orO Q "X/ 3
h1?

Source: Cultivated, transplant, Live stake, Vigor: 4=excellent, q-good, 2=weak, I=unlikely to survive year,
all and Burls of Bare oot =Deed, Missing.
Damage: Removal, Cut, Mowing, Beaver, Deer, Rodents, I„_sects, Game, Livestock, OtherNnknown AWMal, Human TrMpled,
Site Too Wet Site Too &Mnht,&,UMIlgaicaiie,Dijeased,YIM Strangulation, Unknown, specify other.
Q2UU6 c:aronna vegetation Survey. ronn rwsia, verbs

t N

O b .p
o Al

pyp
N 1
?
q
? M
1 w
O
M

C.q I
N
°
A
?
I N ?
p?
O ,W.l 1

?I O
N
a

? N 1FMF•
h

x •
1„
? A

I o ••
A 6 I . •

I
O ••

? ? ?? I I I I I I I I I 1 I I I I I I I I I I I I I I I
,•
El

,8 ? OM •
,

Q

?:
?
?
?
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
t ?
w
I
-
"
a
N V ..._ __._. .

r V J +
U

M
a
V
A
a
b
0
^r
Rt
z

l
till 1
O
N
y O
H
b
?i O q
4.
CD a a
'71
o w
CD
a
Co
p?
O
N w
8 00
O1
0
a
N
ti
w
w
w
O
0
ON
b
b
to
d
? r
C
m
o C9

CJ

O 41.

O
(D
? O

fD OO
O
b
O

?
y
O
r
b
V)
N
N
N
W

`C w
O

I?
? 8N
W ?1
x
to
0
y
O
O
c?
w
co
w
w
O
0
rn
'MAl'+?M N
r1"?
O
y
d
(C
1
?I•rAw, W
W
O
,46
T

_:. ?? ? ?I?.l?!? {?C of
M
O
. 940
a
L
O
b
O
M
1D
O
a
oA
a
O

C
O N
c? N
0J ?
Op ?
b
b?
N b
? q
3 61
6
Vl
aQN
r
0
O
N

N
? I
y
Q
N
a.+
O
a
wo
C
4
O
C
O
N

0
a

0
rl
O
a
on
a
L
O
a
O

0
a
oA
a
0
a
0

o
cC
H
[? O
O N
on ? o
.b ctj
O O
4.
U
C °a
W d9
E C O'
,cool
770
L
O
.C
a
0
a
on
C
L
O
.Q
0
C
O
d
a
a
a
d
N y ? ?:p
? ?Ir,

J Jordan
Jones a
Goulding
Geomorphic and Strea
1. Problem
2. Representative Stream Prob
3. Stream Phot
4. Qualitative Visual Stal
5. Cross-section Plots and R;
6. Longitudinal Plots and R;
7. Pebble Count Plots and R;
*Raw data tables have bee
Lyle Creek Stream Restoration Project
Year 4 of 5 Monitoring
Project No. 423
F
APPENDIX B
i Stability Data
krea Plan View
?m Area Photos
Station Photos
• \ W
iy O O Y
a•k. a O
4\ , ` t $ I
T? O O
V yy
?
y ? p F°
Vi'..' ?A X11 `h? ? ?' Ii.? pl• ..
O
.. Z K
I'j
?•. i n
3o
3
\ ?f, a < w
q a_ ...
f JJ pkt.?yn?1 , ?I t ? ? ? I - Z
filf?'Vi7 .}h`14a'12F r? .•?•? III (Y m d
y y?? •ti, ?. i4 i5 X_
5 2 "7T jy1R MF \ y` y?y v w Q Q
53-
Ta.'1F I. j d a 1 ?V I_ Z
• t kl !"VVOO ',uy, ia' ?, ''F tY W W
-Aye' 'I-V 1:4
in '? y i .` 71 ??5 `?,k.5 . t ?'? i{? a+ 2 , ?il • ,• C? } V1 a ?yQJ
w
v ? ? ate' ?? < < ti'><
j7 Z
??•, ?. i•"a - " ?uD
?[ t 1 .. U ??k. k ,.? t, k O O OI?f
u.i x ?? ?_ aM e y F a. m,
Z' Z'j
cjoo 'o
cj
d. f Z ?'pX` .4. t V U p
a
1,1 °<00
e ;
I rye'. ,y a ?r ?
4 7W' , N W
$4 Z yJ
m <
µ l 1 Y 1 t Y x'% 5 Q 0-
91.5. \4 J tl•i ?t"{ t` cra
W
_r a ?. t a a
? ? *y?14' `? H tl e '?yQ? U
?- IL6
Z of
Z -?cV
C
: ~j
S w
G7 ? 00
g I ? ? y
? I I
0 0 m
Y Y pZ I ? > > '
m m g Z g v) in /
o .-
w
Z j ?
O
v W d \ ,
~ W
a 5 > o
a
Z p (' }
III a
N
ZI
O
F
C)
x
O

l
/
r,
i
I
a ? -
x
o
? v
N -
a X

00+1
1
SZXB ?0
\?(s,
x. I'll

M
8 $ o
o
g
?0
? W
Z_
Z
a
a O
bW
i a
w
bV)
V)
pY
W
W
w U
Z J
u 52
OC
0
Z
mEL
XV)
O
Z W
aQ
Q ?
Nza
aZ,?
zUw0
<< Z,8
U pa
tq ;i
°xaooa
IL UZM
8
Z
} JLJ
ma
02
00
pa
cr a-
<
W
U 8 L' ¢ a

g 0
Hz
N F

a
a

?Z:?
R o
Z .=(V
1
11 I I I
M
<L
O
1 C14
0
s Ny W
V) a ?C S Jj Z
o tii>y?? bps -C L)
0 0 Z m? m
Z Z p;
m m °o g r §< S
00 a Z
,Sx F" W N
`° ` \ b lr m CL
xN
1 - W
b? as
X w Q
W \ N W J
U m
ww
v v W a LLJ
jjj e O
J0 Z }
1.- d
J
O
Z W < 00 F
a >> X
zd Y 'o V)
Z
m 03:
LU
000
?o
X
N z Q
tzz
\ 600 LO
1 ¢ n z o
U p?
C) w Ok O~.~ZZwQ
M<O
dU22r
8
O W
O U
+ Z
01 /?ryJ7+ W
(% M ~
M Q
? X
00
oa
a
as
aW
F- it
U oa
U) V)
o
U II N Q
a Z
x8 b ! o0
(y Z?(V
NQ 5
a
o
I
!/ f
/\ »
®G a{
§+ 22
)j 2/
�/ §\
(6 �§
\\ §
2\ E
Q
zo6K
�k�
nn0
m
2 - ®
0
\
N<
ƒ
-
§
o $
(
§
)}
6
S
n
:
®
)
§
§!�
a6
°\
U.
&A
kS
k
))\
6.7,-Oijwll
0
ILLJ
R
G
/
§
w
}
3
3
§
§
§
(D
§
§
2
\
\
§
\
&
&
\
)
G
)
§
\
\
g
L'i)
/
a
6
£
R
}
o
¥
§
3
]
G»
b
»
3
:
W
!/ f
/\ »
®G a{
§+ 22
)j 2/
�/ §\
(6 �§
\\ §
2\ E
Q
zo6K
�k�
nn0
m
2 - ®
0
\
N<
6�
§
o $
)}
6
S
n
:
\\
§!�
a6
°\
\ \
&A
kS
k
))\
$
0
/
>� |
© � � �-

O
O
M
M
a?
b
0
a
0
0
w
d
m

l? M
8 d'
N
? C
W WE
00 Q.

z ?7?C1
HiM,
o
\
O
M
M
a? U
y ,U
? O
A f?
w
a?
a?
i?
0
0 c
o

as ra
a
?
v
N }"
d
e
.?

o o
a
?4
o

ti
U
?
a ro

a
a

N
b
Q
a
a
d
o ,
w ma'r'=

M
CC
Cd
N
N
cu
cu
?-a
l? M
8 ?t
N
r WW N'O i
GG 1? C i
000,
O
z L.
V
N .V
P.
O
O
is
Q.i
C?
U
Q
O
O 6l
O
O
U C?
O ?
CO

U y
? a
v
N

b
C
! Ii
?O
0
0
M
M
N
G4
y
O
.-a
O
U
O
Q
M
Q
a
a
d
O ,-
w
a
r- I
i ? " II
a; I
i }: -.

l? M
8 d' fff
N
v op
a N.
?m
c G
cc
z
uU
U .E
?y O
Q a
H
O
O
a
110
0
O
M
M i
b
N
y
y
b
r-

o

Y O
?. a
O

Q 4
C
? ? z
w
U +cl+

a?
a
a?
N
CO
.4
b
D
a
a
d
0
w j u
i Iii
N
Q?
cd
cl
N
b
0
A
O
a
0
0
a
?c
O
N
O?
i
b
a
O
a
0
0
a

0
0
N
u
U
N y ,
0
A
N
O
0.?
0
00
0
0
a o
a
o Q
0 0
o ?
`^ o
cfj o .b
d A"
U M
? Oq
A
d
a
0.
o d
N
co
co
b
a
A
N
O
a
0
0
a
w ? .
?o
0
Vl
N
O?
b
0
A
0
a
0
0
a
U pd
ff
p 679;
000(
?7C7?
z L.
U
d .U
w ?
Q
H
O
O
a
O p
O p
O V1
? O
E O 'd
a
?.
g
ctj
V cl
U ?
? pa
b
a
v
a
a
d
110
0
N
ed
N
b
a
?•i
0
a,
0
0
a
0
N
aN
co
co
b
a
0
a
0
a j
c.
0
n
N
N
b
a
0
a
0
0
a
I
a
0
N
O?
c?
?o
0
a
0
0
a
0
w
b 1
co
0
0
a
q
O
i
O
O
a
Al
M
as
A
a
a
d
1 I

N
cd
O
A
O
a
O
0
a
o.
0
N
.G
U
0
N
? AI
Cd
N
O
A
?c
0
a
O
0
.r?
a
b
O
rn
N
kf)
4r
3? O
O ?
con

0
N
El
c?
b
0
Q
0
M4
0
0
a
?o
0
N
N
b
ti
a
0
o,
0
0
a
g
N
o
N A ?
O?
b
Q
00
C ?
Wd?
Ca°
ooo,
NiSMA
a
0
a v,
0 0
0 0
a

00
0
a
0
0
a
b
.O ?
N ?
O
N O
O
O
a
?Q) cl
N ?
F.
U
0 Ca
r..
a
as
O.
a
d
az

?? t ?

? N
F
N
O?
cd
b
3
O
0
0
a
0
O
.0
a
N hl? ?,v4
V Wt

0
N ?
a,
b
0
Q
N
O
a
0
0
a
0
kf)
N
CIN
b
y
a
N
O
a
0
a
00
y
0
a
s? p
o re
o ?
u
y >4 +6'
O ?
H
U ri
0 Oq
i
"d
b
d
a
d

l? M
O ?
N
e
•p Q7
G C O
000
azwwi
00 0 0? ? O ? X 0 ? O N 0 0
Z6
U
o
Q
:3 a) E > CD
= cu
r+
h
h
O
ice. C?
z 0- cu
o ?
`? a
O
2 40-
d)
>
U p
44 _ s C6 ? c
a
a
a) c". cu
:b
a) -0 u to cu , (U 0
ca -0 a) w zm CL zm
a
o cm
w a) O? 0. 0 O C? N O a C O a O p i p° ?. ?
Cl. a? -°a ° a 0 "C' E ' c ° u o m .2 a d -y o °? c ? .o a
m
cm
.- m
C: T) 1- 4-
Q)o .=L--OCTO- 00
a) 0 E -C 'U " - 0 - u w - c c -c- a) a)
0 E ? 'c c Er. ? IF c u? $ +°: ? '- c B o ? a°i CD 0)
Z6 aoi o •?
0
y
? E ° o

? ? at
a°
,_ c
m co io
° p p °

? C

A

? ?

? G
? 1
0 C
D (n 0
9
C
•
o o

Z
o? a

? 0
0
r` 0
0 CO
O
g
O
O

O
o ? ?
O` a ? U r r r? r
r
r r r r r
+, a?
m m
+?
N
a c
O
O
O
r
.
O
"7
?
0
0 .a CU
p ?
0
.
O
O
O
.- O

?"? ? C N N r ?
?• O 41
m
t
?
k" z N O N C.4 l.rj ?dl O O
•a;
,? ? N Cfl
•.-• to O
p
?" o ?
H c d
? ? a1
m ? a

O
N
r
N
r
N
r
r
r

e
(D
r
N
r

?
L!7
r
L!')
r
N
r
m
r

?
?•fi
r
O

?

?
O
pp
7 N {p

U
ti.
c
0

v ?

'- O N O

d
41 ?
? (0
d
C',
U
m
o
°'
a)
'c
c
O c
? a.
-
0
-
r_
N
i
m
O
O -
•.?- -
d O 0 C N ?..
d a
N

W U1 E
° -0 a
c
o
? U
M co
. O
1}v U
a O
p
M
m C
co
N
M v-
0 c?.
a) CI. a)
-0 co a) ° C a
a) a cv t <a
C
119

.O
(6
-

5

CL

O
6
a..

++

?

U
0-
?'

-

O

f0

G
0 a) . CL -0 CL

>- ? m
m = m o = %- = m
? t o m a? c ? ? o U
Z a d ? f J d U] J ? 0 o 0 d U1 CD (? a ll 2 d u- LL. u- d
?
u r CV m zt m r N m r N r N CrJ 'V' -1 1 CV ?- CV (Y7 ?9' ? CV ?-
d N O
a U

ty 10 m
c m
?
° m ?
Y
U ? ? o p m a c a
p c
a Li ? m 0 o u.i ? t? s
' O N
O 't

U
t? ?
C C

Z CO y
mom`
s
co
ooo,
??mr

0 0 C) C)
z

t PzJr-g

ai

O
A a

a) CD
-0 CL

A"
b

y

0

o
?

o
? as

y
N
U

a
P4 a C'.
CL
r- zca CL M
0

?
o

N

co
?

'
CL

(6 -F,

7

.2
N

u
_0
co V
C
CT cr
cr, p 7 0
CL

(n
_0
Co G
CD cu E
cl) M CD
ca CL .M
CD E m- cu
"
E
CL CD r-
OL E .
p En W
-Q O Q ` O c,.
41 C
OL CL a) CE i
P4 - L
0 > C ca -0 u
M
.
a)

CD CD

(n

75 a)
0
LL.

4t?
ca

41 ? Q e ? a° a°

o
O CD Lo
N
a?i 0) °) o N O ? ? ~' M ~
? C
G 7 O
1
? o » ? o o OR 801 o
ova r- r- N O g 0 0 °
- O LP r-? M LO CV
A ? r (Y'1 P• ?
,
? N N O
`- ? N v N ti
c 0? o CD CO CO Q
7
?acnc?

a?
? ? ? m co cO rn ? 00 ? ? C° o in ° ° ? ? -q ? '?' o
aao-. N E .?-.
+? [.O ? Lrj
m
ap
'D O N
F- Z . ? yr d• ?- ?
Z

Q1
? z N N co fY7 O O
.
N ` V
?
a.i _
(6 O CO
•?
+
? O N p
!l1
~ ? N
Z
333
? d
B
?
p
A d
(6 O ?

?- 7 d N

? o
•

b c.. ?
0
.? 0
o
?o
PO N
O
(0 o
• N ?

? O
h -O C N d N -0
a
?
a
a
a)
Q
?
co
?
?
?
• c
?
= O C '' C i
C « O ? N C

CD o
O o a -0 +. U N Co (6 ?
« ? ? ? V
N
E . U ? C
N O O C O ? N Co ? f0 -O N N co

? Cam C
. M O

CL M
eri ?' ,..

U) co d CU CL E

o

c L)
?
::3
-0 CL
?
o co N
N M ? -0 N ? ? CD L) o m 0 0
CD t ? •? ? y ? 0 •
? ?

O
i
?
O
i? N .-.
7 ?+ o- kF=
7 O
N
m co
i?
d
C

U
(B Cl) 7 wj CL 0 w t 0 0
u ? N (?'7 ? 4i ?-- N (?'i r' fV ? N Cri 'si' ? N ? N fYI ?Y r N r--
•s Q
-
a U

V
N N
?
O
0
V
O O
?
O ? N f6 (6

a

LL

d

ao

c.i

o

u_i

u.

(? C 'e
?
i

(? M
N ?
OD G
_
C
o
6. 0

O O O
?
.
t

z fi
U
N ,O
N O
O a"

h

F
R1
RS
A

O ?
ai
. co
A
?
H

O LSI
03
b

U
c
?,
U

V I

^V^
1?.

-i a
a
d
r

93
&J
o`to, _:
O

a
?
a

?
o
Lk

? ?
#t µ
µ??
x g
g ?
??eG ?
'?. q
P °' ? W ?
? ? ° ? rf"j ?i? fit`, ?y ry g', ? ? ? ? ? ? ? •gj ?`, ? ? ? ?j ? ? ? `? ? °.9j

pp
?O o p
?
O 0
?O
i0
?
O 0
b
L^?
`
O 0
?
O
? 0
?O
?
O
?
O
?
O
?
O 0
?O 0
?
O p
`p, p
?O o
NO
`
O
?O 0
?O 0 0 ? q
?1
ry pp
pp p
?
?p [[
?? (
(?? ?} vv
?? ??
pp [
r pp
pp pp •N
l
h y
?
?
? po
?O
b
d d

o? M ry So q o? 2 ?" l M
00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00
q g a ? ? ? ?j h g ? oo ?°i ``
Ft

H
?.
o. ?pp
N ?{{
M p
ppp (
(?!? v
? p
pi? O
?
?
iG .-7 GG
?p qq oq
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 OO 00 00 DO
~ ??o r?? ? i ? i ry ? q ?°OO cQ
j ? raj n ? q ? ?y s
i

a
s ((
?''??
fV p
ppp
lV
? p
ppp
M
M (
M!?
V (
M!?
Q
V [
r
Q p
ppp
Q
V p
't'1
`/1
VNl
?
? p
p
s?
v?

A

- +9M? g ?7 ti?•, ?i .'? ? moo, ?`v? , %z r1 0
?, ry Q F1 w g F,

p-
O .-r ?t V1
U

o'
Ty o
Z
y
' ? ?y
8
?
?" p?
O v?
V
f?
r ?p
o p?
h.
?
0
0 p
O
b
O
U p
V ?p
O? pp
00
.
n -? Q
v
? (?1
[
er p?
[^? (?'I
O?
0
0
l
?
[
"
;
O? `l
o
? p
O
r
n
?+ - r ^ '/1 O+ j
? p
N p
N ?
Cl M (
r
M p
p
M V' (
y
V 4 ? v
?
R p
p
V ?%1 ? ? (
?.
?1 p
?O tom. OHO p
p
O. {
?
O p
?
O .?-. v
?
N M
M
?
w?r_iw
iw ,

r
O
*
' °
m
t•-1
r
YW
r
N
!. r f ? G

t

A r"

H ? .r U
YY
.fie.', r ?;;V`??. •-? N d

7?q Q

3 r1?i °s' t
'
? `''.
'
? Iy?f ;'
j
` c?
°
t

?. 8
- C .
r,_
.?.,
a'
???.'?
?? -sio
t < J
!? e
a
I #^ 1
1 1 '. ? tY a' t L? c...,
?
y
8 1 "r. }
y

1
I A
0'!
fV fr A S ' ?
8
•'4 Ca'?
of
? o-. ,
.--? ?„?
Fr
P 4.,
{, r g ?. %?t1 O
?
a
U
H v
i ?1
M+ 1 is ' I ?' I
r l ?

M
a

I
s
0
M

A
c ?!
?

8
? ? Q
Q O O
W W
N
N
to

N
y
p
I U PQ ? ? ? ?
0 0 0 0 00 00 00 0
(AJVJjIqJe-IJ) uoife 0 0
nDlg 0

8 N
N ?
U ?
C
Oi
F9 .6
V C O
O O Oy.
7707
z
N
N
O
A
y
CO
O
"O
y
0 0
0
4-4
o w
x ? U
4r
U c
u
a? U
a
vi
b
98 88 -S cn
a
a
2 0*
H
a ,
00
a

.M?

0 .N-?

0 .N-?

0

0

0

0 O

0 O

0 O

0 O

0 O

0 O

0 O

0 O

0
O

00

0
?

00
ti

00
. N

;01
. N-?

00
?

00
. M -?

00
?0

0
M

00
.N

00-?
M
n

0.0
N
.
.a
00
M
Rf
[?.
OHO
N N
CV
N
N
N
N
N
?
CV
CV
(`?'1
M

M

M

M

M

M

4

?S

?

V'

R

?.l

NS°o ,
00 ?
00 01
2
00 S1
2
00 O
00 'rl
00 ?
00 07
00 "l
00 ?l
00 m
OD

i1

o

0

0

0

0

0

o N
c`O^?, " "1 ?" 1 go N 2 B h oho, o

.M-?

00 .-M
?
0
0
.N-?

00

0 O

00 O

00
O

00 O

00

O
00

O
00

O
00

0

0

0

.M-?
00

.M-?
00

?
00

M
00
a

O

N

N

N

["1

CV

N

M

M

M

M
?8;?pp
Cl
pippp
V'

'r?l

`/1

N? [?[?++pp..
'rl [?[?--pp??
? ?+.
pp ?ppvMpp? pMp
`/1 pMp
O ??+p.
`O [?
`/"t
? (p?p'7
00
Q? pMp
O ??+p.
K? [?
M

f? oo °O oo o0 00 00 00 °° 00 00 00 00 00 00 00 00 00
d.
? N '
r-

G. U F.E. A
JI,

i
V

M
L
7
u

N
?
w C

t? v
OR v.
A
? fl

U I "
o
N

Q
0
0

= 00== - 0
0 0 0 0 00 00 0 0 0 0
(tiUvA!ya-») UO !)VA318 -
I? M
N
v 4-, p0
?,? ?`a Eis?'r+? O U G
?a ? .e t cV C y
??1sr? ?, ,, N ? w m?9
t 4 , p y? a?
r,
r
'i, 4 plc
y ) ? ?1y
fl 3?? !j YJ
c
}??4? Y wr t c +Ri X,x. ;
a
µ
00 a vN cy
a, NM n
I
--3 7?j o 0
it
V
O p
' ' N H

R 71
tr4. +, CC O
v?
+ G N
n + n 1??? b ? O
a
?4f !
1f A ?-1
3?,

r 4yr • r 1
e

1 3
f
a, i U

o �
o �t
-o
cz
ro
C G
CO U7
O O O
7 7 v
O
�bo
t/1
--N
�!
N
Af"y
N
N
�`
N
o
O
r-
o
�
O
moi
O
�
O
bo
U
O
o
.�
.--�
N
�V
N
P-
N
o�
CV
[`•l
C'1
00
00
;5-0
00
W
00
DO
00
00
00
00
00
OO
00
00
DO
DO
90
00
U
N
N
cy O
i
Q P.
77
N
O
�
00
O
M
•/'i
00
U
U
O
CNV
C�`i
CV
fV
N
CSV
M
M
M
(`rel
00
00
00
M
00
00
00
00
000
000
00
00
00
fXl
A
o
`d
a
�
N
N
N
M
M
c
b
i
0
t
1M
L�
1+
O
FI
.�-•
[�
Ld
u
O
O
O
O
O
O
O
[�
O
[�
O
M
M
C'J
�
.N-•
[Xl
fX
00
00
00
00
00
00
00
00
00
00
.Nti
00
.Nti
00
.Nti
C=
C�
00
00
3
0
U
O
sow
00,
.fir
cn
O
U
U
.--�
M
4l
00
N
N
N
CV
fV
M
M
�R
•/M'1
vi
Cq
'�'
�
b
A
O
�
'dna
G
O
V�'
.Nr
.moi
.Ny
O
.Nr
C'V
Nr
�
Nr
U
•--�
00
•O
.r
00
C'�1
.-�
00
[^+
O.r
a�
OHO_
�
a�^
O.r
.�-•
O.r
O
~
00
__�'
.Nr
N
�
C�
.Mr
V
['J
t.•j
o0
00
00
00
00
00
00
_
00
00
a
00
00
��rnnn
M
p
00
('�-'�
Cy
ON
�
M
O
O
(r
O
O
v•.��
a"N
O
pppp
V
O
a
.�-�
pppp
C�
CSV.
�-•
�'
N
a
CJ
.T
Z
�
N
00
.N-•
00
.N-�
00
O
00
00
O
DO
00
00
00
O
00
.N-�
00
—
00
—
00
.M-�
00
—
00
Y1
00
o
O
h
cn
o
C��" 1
;S�
•Mo,
V
Cv7j
�[++�"-1�
O
C0C'Vy0
pVppp
�0O�pp9
(!V]' ��y
g
.N-�
V
V
4
V
�
00
.�-•
�
�
�
Yi
N
�
`�"l
��a
pSp;
�M}
^'
v��
rs
p O of
i!S
vti
a:. w
r
u,
00,
.fir
O
U
U
.--�
M
4l
00
N
N
N
CV
fV
M
M
�R
•/M'1
'�'
�
O
�
'dna
G
O
V�'
.Nr
.moi
.Ny
O
.Nr
C'V
Nr
�
Nr
U
•--�
00
•O
.r
00
C'�1
.-�
00
[^+
O.r
O
O.r
OHO_
�
a�^
O.r
.�-•
O.r
O
~
00
N
.Nr
N
�
C�
.Mr
V
['J
t.•j
o0
00
00
00
00
00
00
00
00
00
00
00
00
00
O
(!V]' ��y
g
.N-�
V
V
4
V
�
00
.�-•
�
�
�
Yi
N
�
`�"l
��a
pSp;
�M}
^'
v��
rs
p O of
i!S
vti
a:. w

8
8
M
I
I

I
I d
L
!A

8
w

8
U
U ' c

U
g

~ MM
N
I

8
8
1 -i eli C-4 C ? ~ c c
;0 00 0 0 0 0 0 0
(Kisjllgje •U) Uoh enol g

A

O U

U

2i
w
PQ

pq

P4
?
? ?
,?
W
a ?-
Ip? M
O [f
N Q?
G G_
43
?. C.?
000..
?7CJ%
z HIRE
9 p
cl! 1! y
n- A
M clq m 2i P2 u ;9; 88 'n 29
98 Z M `+„'"1 ?5 87, i;? ."p q,

pt °.-° o ? ? j F, "

? ?
N
Rt
? ?
O w
O Q?
N w
M w
`/l °?
?O o°S,
?O w
h ?-°,
H w
00 °_°
U 29
O. ?
? 4
N fe?-yy
N ?w?v--??
CV a?app
N pw
N $°
M
C`V

•
?i

N

N

H

H N

? N

N 'Al H H
? 00o0
00 p?
00 "O;
? (
r
00
? q?
4t
? f(p?'+y?
00 ?
? p
`Tj
? ?j oM-?

00 O

00
a M ?O [Z. P? 00 O? N N N

y
?
pi C]
w
O
T
C
A
N
N
CV
?
N
CV
M

U I+1

A

Vd

s M ?
a V w

y

-`+

,

3

?

p

p

S

1

say 1i

'r1

Q3
8

I 8
M
8
?
O
O
t?1
a`ii
U
p N

I N jy
3
I ro
1
4
'?' I ,
? ?
8 G
QQ
9d ? ? g
V ,
a
H

U
8

o?
8 a
o
8
8
8 V oo p
'? O C
C p
O Co
N p
C Co
N p
O V C
1 C
OO
(RJe iuqJg -lj) uope nalg

?r o v n oo
00 `y
n
Q ?

?
't3
Q
A O
R'i O
Qi
CC
y
O U
N

QQ
Q ?
Q
r?Ny
W
Q
O
y
0
U
0
? O
b ? o
a
N
? U
o ?
y
O
U

p ? "l ? • 1 ?' 1 ? t? ? .?-?, ? ? ?', O?, ?j ? .?j' ? ?-' `?.? .gyp p?
?a

p?

M

SY

b

00

N

N

[V

tV
-?
n
op
N
[or
fV
?
N
?
N
p??
N

M

M

M

M

M

?? M ?l M M ?i i? ?D M 9C sG N ?G
?

? MM pp

? pp

?
?0b.07 p?

?

? ?r7
00 00 00 80 6tl 00 00
M F; i
"Ml
m

00
MMp
[V

N
t((yyj
CV

N
?oY?pp'o,
fV
pppp
N
ry
M

M

M

M

00
A C-I
Fil
m
AI'
n
r-41
F
T4
Z;',
M
R

? 9 9 91 91 91 9 9 g O U R W 9 9 9 ?
O O? V 00 O. N hl [`N N f"^7 [V N N M M M Q

'M rA
00 A'
00 4
00 O?Q oO
00 ['r ?O R P, r, ?vpO-?
00 Op7
oo Upj
00 9
00 29
00 Fi
00 Pi
W '9 P O?'10, oMj
f`r00 ppb,
00

5.
~

a U w [o[-??? po popp?s ?pp,1? .M? cy [?.7 r
N y?oy
N p N ip FF
N pw
N P.
p° s
M P.
M '-_.'
[.M Qg
M "p"y po1?,
0
0
N
6
cV
Q
0
O
N
U
N
M ?G_
12
I 47
V G O
O0 D:
-J-"Fm
`r
y
r?
C0
i+
A
a
b
A
y
a
A
0
v
as
H
y
U
v?
PQ
b
a
ar
a
w ?,

m II

Ly
.1L
CO
8 U
M
O
N
r
lV
3
o I
8 cr
c v'
8
N
g
8 ?
h
a
8
c
8
8
x
U
V) ,.a
U
(,Cje pqn-1j) uopen313

4 ,
CD 00
C
r, a
cy n ?`?
A
n?
N

O

O

'ZI
'd 0
Q a>
Q
Qi
Qi
r ?j

as
(per M
C 8 d
U ca M
OC
y
C
N
O? ?O as 9_
?C
cd ??O)
? z ??sll
o
Q
J?J •t
„n :r O
U
H
C
o
I U H
y
F?1
O
'?O W
N
b
o
N y
b ?LI-4
:D
? y
`) 'C
^wF ? P b
C
U o
d
I
v
w° u
a --

O N
O ?t
co C
CN7 ?.
d9r

pq
88
r=

z O O O4

?7-,ZC9s
ME

U
A
A M ? N 'A M ? 19 M ? v v fl "N v

l'??+
O p}
(vpO?
?p?y
FNpl
Ol
u,
?0?0,
'/0'1
`oO
0p0
`( Opy
('p??
nl
l00 h
l?

A

O
cli
N
0

c/I
q) y

R

`,
q

r°,

?

? O
y
b
?
A

con v
as
cn
U
lol?
v,

a
b

a
a
a
Q

A I:D F43 F? -1 09 ?.1 M

IL
a

~ c'l
.M-? ?'l
.?-? ?
? [ool
C"1 (?4y7
t"N O
N ?'`4v??1
N cll' l pp
fV R
? cp'l
N cpp ?l ?
N pO
M p4p
M q
M ?O(r.77
M M.
M P
M ( h (rr???
M Ca? w {{,
['l b
M llc" '1 pp
M [0-.0
M oppf
C (?"'77
V

00 00 00 00 00 DSO 00 00 00 00 00 00 00 ? 00 60

H dppi
('V ?-??'yy1
N cy
N c4'?l
N (?..
CV `p?ppp,
C'V popi?
N pgpo,
M `v?'
M Qj
M `?O?{{
M ?
M [?.
M [??
M
'[t
V

?--1 PC1 Ix
?
i
?
oq

N
N

N

N

r4
°.p°?
N
gyp=.

M
N?N

M
o

?
?

M So

?

'

V

V
i .?

O ? .?-? (^N CV ? N N N N C'V M M M M M M ? Q' 47' Q

•y

?

? '~

? ?

? tCppV

00 pQ

00 00 0o0 (?r?

? (ap0?

00 lMp?

00 (0p?0

00 pOO N [off

00 ?p7

00

00 (pM?-•.

00 g ? 00 9-8 pT 0
l4pp'1
00
N W
\O
a
0
?' ? ?

?

OQ

N

?

`r'1

M
?pp??1
C'V

n

M

m

CV

CV
?o?o,
('V

N

CV

M

M

M

M

M

V

Sf

OHO

0 0
Pte- L) W QI
El
[ I
g
s
{Vtl
M
8 I
6l
C w
U ? g C
to a I M ? N
U I
M
I s
Q
8
g
(A nlgn-1A UO!IVA313

p.

n on .,-, •o o. ?
N
Q ?
y T3 Q A CL' Ix
y ? ? ?
lY ti m

Ip? M
O .Nd.
N
U
e 00 G
W yb'
G O O O
??d1
N
N
? O
A w
F-X
H
R1
ea
40
CO
A
a
N
Q
C y
? O fsl
b
V
0
a U
b
b
a?
GL
O,
d
O
N ?

V1
O
?
?O
00
O
M
M
M
M
RI'
tl'
?O
C?
Oy0
U
O.
O
N
['?1
CV
?
M
?
M
M

2AS is? E? ? ? ? ? ? SE

y $?
h ?
h ?" 1 ry
M ?
M ?0
?o 0
Cw 0
0o $
O? m
C'N 91
?
N
M n
M ry
M
?.?- L? H W W P
G
A? Mph
00 M
? pM_
W t?
? ?;
? p
(Cpr-?j
00 p?
(`pO?
W (
?
ory
00 of
p
? ,O
p
? o?
00 O?j
00 p
p
([per`
W Cy
[?
? Q.
?op+?1
00 ? ry
(
y

o

o

r pf?p ?`?] (('yy ??±± ((may.? yv?-? [[?--,.
N
A
A o
M
M

o 00 `^ `o n. o0 00 0,

U N ? ? oo c»'l ??^1 ` P. e S9, ? 9

q; ? o
i6 0

o. U w

o

0

4

.

N

?

N

?

?

ii

?i

V

M, CO
a
!
35
of a
4-?
v
s
8
M
o m
s
N
8 g
N ? 8
N
8 N
.h. p
N
m
N
8 a
0
8
g
4-4
8 uQ 8 9i 8 S, 8 ? 8 0
(Ajvjl!,gJe-11) OO!)VAO]H
f,
M'
lit,
'41
f
r
'14 1
F ti4.
r1 M '? N 00 Z
A N

i

?

Q

Q
O
Q
y'
O
(Y
N ? y

O U
(1?
i
Ip? M
S Ut
o ?
1/ 1 V Cd
N

b
o z l`

Q ;
? o
Q a

0
a

It
i
r.
O
U
U
y ?

U H
C?
A
0
o ?
?4-4
o a,
p" U o
? y L
M?M
fIJ
U 4
aai ??.
O N
O ?
U G
C
12 O O ? O
W E
00 Ot
'7 7 CD
amw ?
z
?.?
U
Q GL
H
a?
e0
H
b 3
C?
? b
Y
F G
4
co
r.w
N
b
N
CL C4
?MM
F+9
4
Q
to
a
a
d
M (y O n
° yy? i

? ?rN
O
?
O ?
>
O ?
O
D d H
'{) -++
??• ' A •LS D 'zj •? D D +CS O •d D
O Rj
y
x ?
y

b
O
O
N

M,

M

N

??pO
4

?

?0,

M
(,?,,
t O C'i
W

O
O
N O
'%1 O
'? 1 O
'? p
V 'n
M
V
CV n
H 0
H
O
O
O
O 00
O, `9
U ?O
00 ?O
00 N
00
h. 00
m 00
?O '/1
?O V'
IO M
10 O
10 00
'? 1 n
'?l n
wl
V n
C^7
N ?O
CV ?O
C`l Cr?
l'1

r H _
00 _
00 _
00 .-•?
CO _H
00 H
00 H
00 H
00 H
00 H
00
00 H
00 O_
00 O_
00 O_
00 O_
00 O_
00 O_
00 O_
00 O_
00 C7
00 O_
00 O_
00 O_
00 O_
00 _O
00 O_
00 O_
00 O_
00 O_
00 O_
00 O_
00 CT
00
o

N N
o ? ?o

? ? V

cv, M

cn N

o, N

v, N

?D %o

n o ..

H V

? ? 00

1o H

o N

oo M H OHO v?

ry N

oZ 00

-.

o oo

0 n

00 n

0 oHo n

10
N
v
00
10
0

O

v

,may'
^? -:
H
00 o_

00 o
H
00 .?

00 H

00 H

00 o;
O
00 0

00 0

00 0

00 0

00 0
?-+
00 a
pp
00 o
H
00 o_

00 o_

00 o,
O
00 o

00 o.
O
00 0

00 0

00 0,
O
00 co"
O
00 o

00 o_

C+0 o_

00 o,
O
00

00

00 o,
O
00 oo
O
00 D.
O
00 o_

00 r-.
O
60
[
-

po
V po
V pp
V pp
C' O
M O
Oi O
O. O
O? O
O, OO
V op
V 0o
V oo
V po
V po
Q O
O? pp
V o
O O
O\ O
00 O
H pp
V O
00 O
Oi pp
'7 pp
V pp
Q pp
V O
?O pp
V p
[? pp
V
. O
O O
lD

? V
O 00
O H

M .?-i

M h

M O

M ('?

M M

M V

M

M Oi

M

M V
?O

M 00

?O
M

n
M N
00

M 'rt
00

M O

a,
M `7

a
M O?

o
V

V

N
V

M
V 00

M
V'

vq
Q

? ?

?qqpp
V O

4l
V N

'r1
V (

(pp``??pp
V

O.
V O

U
V O

O
h M

O
h

6
O G y
O xO
d1 m
V ? ? O xO
atl d
.6
?
q
m r"
m
2 ?
+? ,nD
atl
O
p O
CJ N q N W ?n'1

I•i1
O
O
O ,
O
?O
O

O (T

M O+

M o

Q O

M '/'1

M N

M W)

M O+

M 00

N O

H

?
O

Y)

?
N

H
N

H
d'

O
kl

H
n

00
?O

00
`O

00
?O

00
V'

00
O

00
O

DO
?

?D
m

?
N

10
?O

h

N

'/1

N

Yl
O

`?"1
R

?'1

O

?/1

O

Yl
N N

00 N
H
00 N
H
00 N
H
00 N

00 N
H
00 N
H
00 N V
H
00 N
H
00 N
H
00 N
H
00 N
H
00 N
H
00 N
H
00 f V

00 N
H
00 N

00 N
H
00 -+
H
00
H
00
H
00
H
00
H
00 .-.
H
00 H
H
00 H

00
H
00
H
00
H
00
H
00 H
H
00 H
H
00 .-?
H
00 H

00

W
?O
O
0
co
M
H
'r1
H
O
N
O
H
M
O
O
M
O
O
V)
U
O
G
O
H
W-1
p..
?O
(,
O
n
?
pp
pp
O
CS
'r'1
v'7
M
ry
O\
4'?
?O
N
yy
V
pp
?O
?
%O
?•
J
•-?
H
'rt
M
?!
O
?O
O.
O
[-
'? 1
00
N

U
M
a

?

!y H N

00 N

00 H

00 ('y

00 N_

00 N
H
00 N
H
00 N

00 H

00 C4
H
00 N
r•I
00 H
H
00 H

00 H
H
00 H
H
00 H
H
00 H
H
00 H

00 H

00 O

00 H

00 H

00 H

00 H

00 O

00 H

00 H

00 .-?
H
00 O_

00 0 H

00 0
H
00 0
H
00 0
H
00 O_

00
g? 0 0 0 O O
0 O
0 pp O
0
M O O
0 O
N pp CJ `?O, i V Q; 000,
b n Q an ?

?

O

00

'

N

M

h

O

n

n

0

.,,

-

?

V

00

O
i

N

p
N

N M

Cl
N

V
N

h
N

'1
Y
N

N ?

N ?•``

?+,
N N
U
N

8 d'
N
V
G
0 0
mom,
r-
;
ooo?
o12
'
?
7 O
z
oq 00
C7, C-4
U
N .?
O
Q

y

°
?
R
?
a
°
?
2
?
2
0
0
°
?
°
°
2
?
?
°
2
o °
2
? o
? o
2
o °
o m3 b+

o
0
o
o
o
o
o
0
0
0
0
0
0
o
o
o
o
o
o
o
o
o C?
A
O

N
O "O
?
?
V y
w'
O
a
r

b

N
U •?
c
N a
4a CL
I o
M?
W

b
b
a
a

lo
o
?
oo
a
M d

n 'r1 ri ry ry ry ry o0 00 00 00 ?° ?o 10 10 10 W') r ? 0 0 0, o, 00 00 00 00 00 00 00 %o v,

I
10 r N r o, N n M V V
8
R
g
?j
ry n
&° ?n
oo
2
0

o
?
?
0o
0
?
oo
sj
.-.
$
?
?
?
?
o?,
?°
?
?
?
?
q
tPy a
CD

O
°
'O
ry
7
p
?
??"
R
o
O
°
b
?
.A
?
O
O
b
r,?i, O
°
g
b
2
0
2
O
O O

O

O O O
'?,? ? T
7 c+ ?

K

O O O
?Q
b

??On
O
?
m
M
M

00q
h
°?

o?r1,

°og

r

a

v
U
(n
O
M
?
o
n
Ch
n
o,
Y1
0)
d
o,
N
o,

0

0

o
U

r
O.

N
N

.-,
N

.-,

a

W
N n n n ?o ?o ?o y, ?n

o
0 ri

o
0 ,
r
? r,

co
00 W)

0
00
?n
0
00
?n
co
00
v,
0
00
?i
0
00

?

u
00

?
sJ
?
?7
?
v

0?
v

?o

?
00
?
0
00
?
0
00
v
0
00
v
C.
00
?
CIS
n
?
o,
n
n
rn
n
n
rn
n
00 00 00 w 0 0
' ' `

? N

l 'O

- N

-. MM

V 'O

3,

M M

.
h

O.
e?

M
`O

O
h

C-
O+

Oi
C--

yl
M

N

0

V

.•r
00

10
O
.

(1)

O.

Cl

')

n

Cn

O

+1
C1

V

h?

N

1

O

N

w

10

O

00

O
V

t
Co

,

?
`O `O n ?O 4l Y1 ?"t w'1 Y1 M h Y1 11 ? `r1 q Y1 q M 'T V St '7 M V M V M N
2 ?O
O
? f^,
n R n
°
'
o n n
k bn', bn', ?l V ry o g v?
n
V
n
n
n
n
n
n
n
n
n
n
cv,

n n n

n n

v t?

?o n ? n ry

m ? °?

?.1 -•

0o
n o?

n ? ?

00 .,

N
00 r`?i

00 ?

00

?n
00

?n
00

n
00 ?i ?

o
a

o
a ?i

o ?

o ?i

o ?

D ?

o N

n
o ?

n
o ?°

o '"

00
o a

o o

o

r00

o

o N

o ?i

0 n

0

0

?
?
00 S

00
ri
00
y , , , , , , , , , , ,.,
O
o ? o o P o 0 o a o

O M r %O ?n
o O
ua
n ?o
?n oo
'n
v
N
OO
OO
n
v
n
n
?°
W,?
o
?o
m
o,
oo
v
m
N
N
00
0O
V
o
o
m
n

y o,

o
o0

?'
00

?
00 o,

? o,

000

? o,

00o

00 ?0

1

8
00

1

1

8
00 o0

C)
00 00

0
00

8
00 00

?

0 00

o00

0 ?° oo

00o
h

2
n

R
r

000

00

R

2

00

2

00

00

R

2

2

2

n ? l° 0 00 2 A ? o o ?i, ?o ? n ?o ry ? ? r?i, ? :

o0

0
? oo
o00 v,
0 °0
0 0 ?
0 w
00
°.
00
0 o?

0
I'-

o°o
W

a

?
n

? o?o?

0'7 oo

000

?

o n ri

00 n

00 n

n n

00 n

00 n

00 n

o 0 v?

°0 r-

2 n

2

0 Q-! 0 0 0 ? 41 --
n
r M
r `O
h N
v`ti
?i M
?,
? N
v,
? ?
R
F, `O O 00
1-0 b
mo M O ? U n 4l n h N 00 n M ?O
W I 's
?
o
r
O N
O d'

-0 ID 10 "6 0 ID -0 a) U ea y G
C

O O O(

0

o
A a

y

cv
cv
A

° a

0.
-N

v

st O
N M n ? o0

? O
?o a

. g
b
P
. 0 9L

U c
a?
a

0.4 as
b
a?
a
a
d

Ch o C? O O ?7 O R O O c o C?.7 O O O O O O O O O O O O O O O O ? 8 8 8 8 O O O

o
a

pr

m
o 0 o o o o c

K
0
n
N N
f?
?o

l'V

00

00

00

[^?

[r
o
--?
o,
10
rn
ID
n
10

?O
m
V
oa
M
oo
M
oo
M
oo
M
oo
M
N
r!
N
N

N

N

?
oo
lO

V
pp
M
v
N
o,
'+
M
-
co
O
O,
U
n
ON
n
Oi
v
Qi
0
o
oa 0
0
oo 0
0
oo 0
0
o0 0
?
?
00 0
o
00 0
o
00 0
n? o,
a
n o,
s
n a
o,
n 0,
o.
n v,
a
n 0,
o,
n o,
o,
n a,
a,
n o,
a
n o,
a
n v,
a,
n rn
0,
n o,
a
n 0,
a,
n
?
n 00
o,
n 00
w
n 00
a
n 00
rn
n 00
o,
n 00
o,
n 00
o, n
0,
n n
0, n
0, n
o,
? n n n n

N
[? n
CV n
y
a
I>
N
M
4l
?7
O

00
?
`O

0,

o
00

o
?

-+
?O

h
U

n

n
M

?n
b

V
M

o?
?D

N
O

.-+
O

o
?+'i

o,
U

n
'O

n

o
O

10
o

n
l-,

o?
N 0
o

00 0
o

0o 0
o

oo 0
o

oo 0,
o,

n $

oo
? 0,
o,

n 0;

? 0.
rn

n 0,
o,

n 0,

o,
n oo

o, oo

a oa

0, o:

o, o;

rn o,

o, oo

a %o

o, oo oo

m01 n

rn n

o, oo

a oo

o, oo

v, rl

m n

o, r:

o, n

rn ri

os 10

o, n

o,
n n n n n n n n n n n n n n n n n n n n n n

m

y

r

o,

a?

o,

n

r,
m

n

v

oS

.-?
o,

w

n
N

m

c*i om

N 0 0

?
ko

oo
o

oo
o,

?o
o

?

v

n
v n

'o
m °o , ?

o q

v
n ° ?

?o
o0 n

?
r y, ?n ?n ?n ?n v, ? m o ?o ?o ? ?o n n n ? n n n n n n
? ? ? ? ? ? ? ?

g
N a O
CG
?Oo
O
b
o
b'
o
M
o
V
n
M
n
00
-
4l
.
n
o
0
o
00
`O
o
%O
oo
U
b
1'
m
1'
M
n

?l

0?
M
r

fiV

o

G

O
O,
O
O,
o
00
o
V
.
V
.
V
.

?o
'rl
'r1
CV
'r1
-
N
0
V
00
V'
00
N
_i V
00 t?
00 V
00 ?7
00 M
00 .
M M
00 ?y
00 I
N
00 fV
00 N -
N
00 -
CV
00 C^1
00 ;
N
00 ,
N
00 ?
N
00 v
N
DO v
N
00 N
00 N
00 ?y
00 ,
00 ,
00 ,
00
00
00
00 ry
00
00 !
00 ,
O
00 p
00 O
00
e?
?
N O
M 00
N h
[? Y'1
?
!? `O
[?
n O
[?
'? 1 M
O O
fV V
'?'1
?+1 Wt
M m
Oi as
00
N
O w'1
•r ?O
O M
lO M
00 %O
'/1 p?
U m
'/1 ?O
U
11 M
00 C--
Oi
? N
M Y1
N n
O ?O
`O 00
n m
C1 v't
M
M
GG
00 b?1

DO MO

00
O
oa
?
00 N

?
O
o0 N
O
00 ?y
O
00 ?y
O
00 IV
O
00
O
00
O
00
O
00 O
O
00
O
00 N
O
00 N
O
00 N
O
00 N
O
00
O
00 -i
O
00 -+
O
00 O?
O,
n ?-+
O
00
O
00 X
O
00 0
O
00 0
O
00
O
00
O
00 O
O
00
O
00 O
O
00 p
O
00 O
O
00 O
O
00

? o0
?p

O
(pr

O 00
n

O ?a
a

O ri
o o,
o

--? •-• o0 0
N m
M ?
10 v

n

o0 oo
00 %o

0, N

ryry
N

0?
N ?o

?n
N o,

n
N ?o

10
N

N cv

o
M n

.-+
M

?
M

v
M

0?
M N

??pp
M v

n
M n

o0
M cv

0.
M o,

V 0,

N
V a

m
?

? N

?n
V
?CD'
U
b
l? M
8
N

- _ I O
- o
?
Of
C
N
y a
?+
• r
rG ?
?
d i
? C
bD
•? O O OL
' ,
a
p
??
I
zO
NONE
W MD
N •O p
'?' M
N
U

L.1 QI
un + . / N

0
00
I }p
,
V

C
)
*
0
0
• 1
.
SCC
? • ? N
y
fC (O
Cl • , I O N
.
O d
•
• i

?

Cd

1
w 3 1
IG

O
10
C
O
a
• o
o ,o
a
• y • C
I
I yq O
•
1
?
e 25
N ? G Ow

I
• c
L
v
O
SQ
?y 'VJD

II o N U d
o
? ? a

?
• i as

? N V
• c ? C
d
1 Q
C4
I
L
U N
• i
CI4

/ o
r i -

• I
`
O
N
co a0 tD

00 co c

co r _N

00 O co CO
O O
co 00 00 ?
O
co o a
(11•A aeillQae ) u011 elnel3

O ?

I

oon.
? J?G7r
p w
?! p M
M • (

N O
M ) O m
.
-i N
?
t/
00
o ?
(r O
U
S
w
o
u ?
U O • N
I I

o I I •
I ? ?
N
y

w
S
? ' C
C

b

i

O

. ca
N

d
?

. ? g
N
? (

1

• f

+ o a

( I)•Ajejjlg je) UOIJeJAe13

pp
fY ?
a

U a E g
T 'M „
a ci S

?

00

m
+
o
m
n °O
Ln +

?

?qq

N

g

b N
iG

z

U

0
A a

oal
O
EC37`
O O Oi
?a. .d

o
00

o
00
Y
Q • ? N
R
Cy

cd

? i
ao 3 ? ? ? A

C
D .0
I c b
o a
. t N ea
(p
qO a?
u1
CV ?}?? 4-i
M o
a
a

N
N ..
GA
a
C ?T
• C r ? O
a

I 6 ttt
??? hH
ppp
CN
b

• , N
I

•
J? g
O
N
O
S
i 1 Op
M r
O
w

g
N a
i
a
(11•AJ eill Al e) uolae)nel3
O? N
O ?t

U pd G
r
4 C
'O 0l?s
O O Oi.
?7?C!

?

U
N
?y O
Q
'o
V ?
? ?
?O LO
N N N M M M M V
S ?l

ra

(Ii
10
0 CC
F
CC
R
A
o x

l ? oo c? ? 2 o R ono g j
?
? O

O py

b
a
U
U C

- - - - - - - - - - - - - --

Y!

A

a
d

O
00 00 00 00 00 00 00 00 W 00 00 00 00 00

i?
O

a

Qi
C^
1 ? CV N ? M M M .-? ?V N M N M m M N M ?
.

j
•n C ' t? .N
yy ?
C4 a R"r

o o ? ?o 0 0 ? ao ?o ao ao ?o o paoq

O h O O M N O N O co O V O
H
u

0

0
o

0

0

0

co

0

0

0

0

0

0

0

°

0

0

0
k ? oo ?M n
oo
?
c`?,
?
g),
o°o ? °a a 00 g v ?
v g n' 1-1 ? rn ?n ?n

?0 ?

V
00 n
?1
M
N
N
?
?
N
M
?
N
n
?
M
?
00
p?

a

?
? q
f: N
? 1?
? ?
? Egi
? ?
? S
9 n ?n?v n n n n n n n n
•et, j?myj o 0
0

?r W o

? h ? h o a ? o a ?
u In o"a i
c
O O O O co O N O M N O

u
?`1
?
o
?
h
?
?
ry
ry
?
0
0
° o o ° 0 0 0 0 0 0 0
U
k y, M .fir [?
00

...

..
?O
h

.-r N

..r

.-r
O

O W
Y'1
O ? n
N
O b
h h
M V
00 [?
b M
h 00
V ?
O M
O 00
00

J
S
00
00 fy
? ,_,?
?
00
W ? ?
00
DO
00 „?
00 O pp, pp? ppp 00 ppp ppp ppp ppp hO.
'.?.
? A
a W

U

a ? ? M 00
h
U
?
N
n
U
?
R
--•
`O
?
`O
?
V
r

y ?
xy
p k
pVp?p
ooV
00
V
N
V
N
[Vn?
N
?Op?
ry
Opry?
?M
N
O??
M
V
pQV
V
?
b
V
pMVp
V
h
(??
M
c?
0
0
pV
U
('!??
?
p-p?
b
V
?
pV,
b
V
b
,j
? M 1f f
1 m V V .
pn M
O V
N
U W L.
C
??rr
G W N 0t
d.
ooo?
M

y

W'l O

'/1
4.0
2
o a

00 q

l,
A u
a

o

N

'0 '0 N [-
00 U 00 ?O a
N V' C,
Ir -
O. [-
N 4D `O
O 00
O r, 00
00
.•? '"' N M M ? V V V '/1 Y1 ?"t ?/1 ?O '-' n n n n

x ?
oo r-? ON oo °i
O W U M

a
'? ? ? ? ? n n n n n
n
n
n n n n n ry
++. ? N ? .Nw y
M M d
?O v,
?O g
.-? o
5T ?
4l a
d' n
?%1 n
N O ?/} ? O ? '/N'1 [per
M
u a r?' n n M V n U M I n O M V n U O O O O •--? --?
~
i n n n n o0 00 0o rn o, o? ON o+
0
PP
?
' ?
MM
z
a

N M ?
N N

? ? -? ?n p M °p n M m ?f o o?' ?f n n
Q
' M V NV q
V p
p
R ? h vM} ? ? h ?O b m b
#?

x ?
V ?+ O V cr tp m n v'? v1, O

a

v
, v, o,

N N . . . . M M M M M
FI N
?

waG? V
x ?
V
:
m
?
m ?
ti
o
m
°-
°
i
v
v
m
?
r•
? r v ao ? o
v o
? c
o i ?
n
? v v

a

?. ?
N

o

?

~ ? Lf7
?
lT)

m
M
M
N

'
M
0
C~

`

Crl
?

D LN

?

N

O
(
?

D
OD 00 07 M
N
7
f
V
St I
l
f1 CO
I?
ti
? ^
?
aao
O N
O d'
C
IBC Q,'
OO Oc
?'? CD F
z
N
O
Q
y
aj
A
cl
H
P-f
A
o ?
o x
o
H
U ?
c, o
.?.
v
a
a
d
k(j
0
v > r
N
a

'y
N
M
M 00
M O
M 4'1
.- O
M Q.
M M
N N
N 00
N N
N p
V ?O
4) N
M -+
M M
N --?
M Q? pp pp ?f1 ?O
In ?
M
V
O
M O N Sr M V .--? [? m [?. O 4't 4r1 v'1 N O O O ?

m 00 00 ? m ? 004 p 04 O ? ? M N 'r'1 ON 00 Y1 N O N

Oi
N 0 0
00 V
U M h. I-ti P? N O?
Y1
?O -+
%O
00 O
4l pppp
V O?
N O
? N
l(?
u
U CQ
o
`r'1
-+ 00
-+
N
V
(`V
M 0''
??,..?
N ryry
V -+
M '%1
N Qi
N M
M MM
Q' O
'rl
N O
M 00
N kfi
.w O
m
a

u
??
.? ?
rr?i •--?
? 'r1
cl' m
m O
m '/1
O W
O M
.N-? V'
.N-? M
.?-? M N `A p ?O
cc

u

0 N
O
O d
O
G
cot's
9 d9d
r.C Or
.
cool,
7 7 n
, ME
z ,
U
N .O
? O
Q Cl

%0 %0 O N M O N O O O O O O O O O O O O O
y

Cd

RS
A

a
b
C
O
V) C3
V'
,/
r.
O
o a.

?
V? O
tr
U

ts,
1 >, ?

0 MM
w

V
d

th to
tfl
W

O _
ID

61
V
Q aai
z ? w U "0

0
o 0
? 0
? 0
? 0
o 0
? 0
o 0
? 0
0 0
0 0
0 g ? g
C `O O `O p
O 'O g
N N M V1 00 00 ? ? o ? g $ ? ? g g
P5

N
Vl

`a

00

00

1

ON

01

,

l

l O O
O
O
O
O
O
O
O
O
O
O
O
O
U

N e \ \ c
' c 0
o 0
p• 0
p?p• 0
p 0
p °
p?p v
p o
p? 0
p? 0
p 0
p? 0
pti, 0
p? 0
p? 0
p? 0
p? 0
o 0 0 p0
? N N p s?
`O
?O
O
.--?
N
M
O
N
O
O
O
O
O
O
O
O
O O O O O
.--.

?p 'O tt' `O V' O
O
F
0
° 0
° 0
\ 0 0
° 0
° 0
° 0 0
' 0
° 0
° 0
° 0 0 0
? o
o o ?
o (Z
rn ?
rn o
o
rn o
o
rn o
o
?
a-%
?p? o?
o,
0
0
0
0
0
0
0
0
0
0
U
M ? o 0 0 0 0 0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
? 0
o 0
o 0
?
o
? N O O O O O O O O O O O O
N d
y N N

?
N
N
O?
N
O
O
O
O O O co O
O
O
O CO O
?
O
F
e

p

Q

Q

e

Q

p

O

O

O
o
O
a

O
o
O

O 0

O 0

O 0

r
O

o
O

N O %O
% O1 N N `
? `
?
a
a, l
~
O, ?
^
m
a
m O O
O
O O O
O
O
O O O
U 4l O ? ? O\ , ,

? 0
e
o
0
0
0?p
'
op?
?
?
p?
p?
p?
p?p
p?
?
0

N `G C
S M O Yl O O O O O O O M O O O

O

O

O

O

O

O

O
.yy? d N

01 2 `O 4l Vl O N O O O O O O O --? O O O O O O O O O ?.0-?
O
F
?qy N ti N O? O O O I„ O M O `O O O O
' N ?
`
C
R ?
O
O p
O .--?
N
?T
Yl
00 `O N
N N
M ?f1
`? V'
?GJ O
01 N 00 V
1
N `O
M
Y1 O O
N O
O
O O N N Vl ? O O O ? C? M O `O N Yl j O? 00 O ?O N N cr O
?
N7 O
O
b ~ N
O N ? Vl
00 'O N M S ? N W 4l

N 10

M

' N

O ?
.Fi o D N
?I
1
N
? d
? QI
i N
i d d
o- d
? N d
9
?
fl
P N
'd N
b V
b d
'd
U a
0 a
0 a
d a
d ? a
d a
U ? q ' ' p
.? H y
? N `" y O O O O O O O O ? O
y ? ? N N
W W
N
NN
Ny
Vl
fA
VI
V
U
N
N
•O
.
D
.O
.O
A
QI
O O ?
y (
?

b
^l {oy p„?

b' °
v
w v w A

O ?t
N

d
cool
96 ?7C7
°°d 1
y
n
°C O
Z s.:`°=
1t u
°/
11 y N
O
?Ol Q Pr

r

ty p o o
,
f
m oo
0
'0 0
, N

'O
Off N N o0
/
P
C/
, F
0
6 i ? M cif
o p
p 4
i,
0 n
0 o
O.
o A

? O
Jic cd "O
O o N - O
J6 I(?
(
'O O
8 ,
C
. yy M O O 40
Ar f
C p
O ? kn i
.
?
O Q1

Q U c
?? CZ
. , ,
9?
U 7
p
m
0, 2

C/] cCN

O
?
a
a co 0 co
x ?•
U
y
O /
? a?
H
.?.

oJ
` 0 0 0
? 'C
IC o 0 0

a

a

a •,
?
?
°
? o 0
/YJ
r yy N N
0 Qi
OJ,
O,
r
0

O.

°
C,
eA s
cy
oo
z O
w } ? ` ?:
y

0 0 0 o v o 0 o e e e o
?
0
O 0 0
T 0 0
0 1? 0 0
O V 0
l ' 0
F M 0
N 0 0 ?
`.?
% DA IJU Inw nj p-

l? M
8 ?
U pe
- - - - - - - - - - - - - - -
c
cli
R N 0.
c J
O?
coal
A
MFM
z I?J
ti .
ry O
Q p~.
C, ?10 F
In "O 00 00 W O m m O\
H
a?
u
ev
N
Q
a
Y
d
O ?
N
O a
b
C/1 O
a> ?
U
VI O o 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0
N
a ?
rya
d
a
w"I In O
a
CD 0 ? O ? N I- 4-'1 00 i N M1`O m Y1 O
14
abi } ri ,
.VT
CIS
R
a
t
~p' O
p O
O o
O O
O O
O O
O O
O o
O O
O O
O o
O O
O o
O O
O O
O o
O o
O O
O o

O 0
O
O ? ? ? O O O O O O O O O O O O O O O O O O CO O O
O O O O O O O O O O O O O O O O O O O O

p
O
O
O
O
O
O
O
O `o
O
O
O
? O ?O O O N N O
O O
O O
O O
O O
O O
O O
O O O O O O O co O O O O O

O ?
N

l'7 O ' O O O N N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O O
O
i?
O M .-? N

C
'
0
0
o
o
0
0
0
0
0
0
0
Q
0
Q
o o 0 0 0 0 0 0
0 0 0
O 0
O
G
FJ ? ? y 00 4l m Yl 00 O O Sr l? N l? 00 0
O 0
O 0
O 0
O 0
O 0
co O o
O O O
,7

O 0
\CC
o
?
?
?
o
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
1
0
0
\0
o
p
CO
00 M M N .
O M Yl h N 0 0 0 0
0 0 0 0 CO CO

?S 5h I? ?
O
M
M
N
O
?
M
Vl
Yl
'-+
N
O
O
O
co
O
O
O
co N

O
O
H

0
0
0

?
0
0
0

?
0

o
0

?
0

?
0

?
0

o
0

o
0

o
0

? 0

0, 0

\ 0

\ 0

\ 0

0 0

0 0

0 0

o 0

o? 0 0

V1
O pp
O ?
M ?
O
co
WI) Q
Q
l"
N
Yl
O
O
N
00 o o O O o 0 o 0 0 0 o
0 0 0 0 0 0 0 0 0 0 O
U

p
4'1 M ? O V1 N W.) M 4l 0 N l~ N 0 0 0 0 0 0 0 0 0 O
O
H ? ? N

O M M N M ?D --? ? --? 0 0 0 0 0 0 0 0 0 m

H

N
N
O
4l
O

O

O

I'"

O
M
O
m
O
O
`O
N
N
51' 00
V.
C ? N N h q- O N W 4l 10 ? G O
?
O N N V1 ? 0 0 0 r - ? M O 1O N kA 4 C? 00 O `O N fV Cf' O
O
N O `? """' N N SY ?!'? ?O N M cf `O ? N
--? 00 V1
N ?O
M ,? N
O .?
:.i O ? O 00 ? N • ?
O
?y
? ?+ ?y ?+ 6/
? 61
? 01
? d
? Y1
? N
i d
? d
d N
? .y
.fl .-?
.D .y
.fl .y
.D N
'? N
'd ?
'LS 67
'CS
O

y W
V+

L6
'1
N

4N (d
Vi

? W
N

N ld
N

N N

N

N

N a
tl a
d

N

/

/

N
O

U
O

U
O
O

0
?

0
.fl

0
?

0
.0 y

? P

?
? {
: 1
y ? ?
v v 0 0 0 0 0
'?
.-.
?.
?.
6i a) O 0 0

N
H

to „ ? ? ? ?7 N ? D d ? c
?, ? y o y
U
w" ? w A

O ?

C

96 y ?'
°O
S 9 c 5
/ cool
P n_
77

/S. i
O
y

C9

9

°`P
/I V 1 C) C) 00 v
lp? M M
/°
6

0611
IT
Q
f? i
cn
00 eC
CSC
Q

ai

f
m
m
00 03

g o 0 0
0 r.+

44
N
u

kf)
? 9• y

ca
COO
91 o o o

9
? x?
N U
_ y

? a

?J 1p C
o
Y?

r•-? 0

co CD

0
0 C)

0
co

a

o?

O

ti .
C NI

O,
e
ll
O

C'
O
9°
?

o e o 0 0 0 0 0 0
c 0
;
O ? o o l? ? O V i ? r M 0
N 0

% OA qu in m a

l? M
8 d
N
U
p0
C
(p y9e

ooo?

z

U .l
U d
O
Q a

y
ar
Cd
(?+
m ? ? b? Q? 0 0 0 0 0 0 0 0 0 0 O O

Yu.l
a

1fd
O V
b
?
E
N
y

O 0
o
G
? b
? o
v]

H r
?
U

r

d
a
d

10 N ? Vl N M V' 'm r, ? W Vl 'O

t
,
?
1 .0 D .0
cu o 0

O
u
k.
}
?
.4
a

.92 a

I j
_
p
00
M
M
00
O
?
?
O
M
'O o
O
O 0
O
O 0
O
O 0
O
O 0
O
O 0
O
0 0
O
0 0
O 0
O 0
O
O 0
O
O 0
O
O 0
O
O 0
O
O 0
O
O
U N N (" [^ 00 00 00 O\ Oi C7, 2 2

?
? e

d

0
N

0
N

0
?

?
Y1

o
N

o
cr

?
N

?
?

o?
M

o
M

o
?

O
O

p?
°

?
0

?
0

p\
0

?
0
°
? ,
0
°
o
co
°
?
0
o
?
co
°
p\
0

p?
0

?
0

p
O
N ?

O 00
N 4l
N O
N
?
M
M
?
0
0
0
0
0
0
0
0
0
0
0
0
co O
O
F
p
0
00
0
N
0
M
0
M
0
Ol
0
M
0
?O
Q o
°
0 0
\
0 0
o
0 0
?
0 0 0

0 0

0 0

0 0

0 0

0 0

O 0

O 0

co
O 0

O

O 0

O

O
U
O

?
d
o
?

o

?
m
?
?
o
?
M
0
0
0
0
O
0
0
O
°
0
M
°
0
0
°
.
0
°
.
0
°
?
0
°
?
0
o
o
0
°
o
0
o
?
0
°
o
0
o
p?
°
°
?
0
°

0
o

0

O

O
M O O M co 0 0 0 0 0 0 0 0 O O co O
F
C
0
Vl
0
O
0
O
0
M
0?
O
o
O
o
?fl

l?

N

Vl

O

O

N

pp o

0
0 0

0
0 0

0
0 0

0
0 0

0 0

0 0

0
0 0

0
0 0

0
0 0

0
0 0

0
O
U M N ? ?O b `O ? ? r W ON m 2 2

O 0
ov\l 0
h 0
?
N 0
o
M 0
p?
`? 0

O 0
0
V1 0
0
N 0
0
Vt 0
0
M 0
?
Vl °
g 0
o
N 0
Q? 0
o
N 0
?
O 0
0
O 0
0
O 0
0
O 0
0
O 0
0
O 0
0
O 0
?
O 0
o?
O
O
O
H
?`
0 ? ? .N-? N ? O M M N M m 'cr 0 0 0 0 0 O O O O CD
F
?

O .N-?

O O

? ? O O O I"

4l O

00 M ?p N

N O

NM Vl O

O\ N

- W CD 10
4l
N CN
?O
M
.Nr
4l
?
ry 00
O
N
?O
?
v
O O N
O N
?" h ?
O 0 N 0 0 C" H
00 M `D O `D N Yl v 0 00 O 'D
N N
M
O
(/? O O ? N ?

? '(S

?
? '?
?+
tl
N `?
?+
d
H 'a
C
C
N '?
?
?
N
d
?
a?
?
u
?
a?
? .-y
a?
?W
d
•--?
a?tl
d
•--?
d
d
?
d
? ti

?
O .-?i

?
O _N

?
O N

?
O M
?
'C3 H
d
Z3 it
?
'.LyyS iy
d
.'.yO(

??py
d N ? N d V dU V V O O O O N V
V y? ? ? ? ? r U V V V 0
aA M

? ? w
?
U
^d
?
,b
o H
0
o^ o o
a U w y
A ? W

O N
O d'
U co C
c

'96°
On O O O y
??Cf?

dr0,
?
`/,r iC O
A a

D
f.
r9
,
0
p
f
91
t O
9

P N O
e/
' fr
" i h]

%
°66 03? O A
?
? o a

M O O

r kr)
Q
e, G 0

rn p. iY
9 cv p N O

O /
°9 o 0 0
N
B

Aq
'.4 o o o

`i b o 0 0 'O
on Ow
?
of

in c
N
01
v?
?C
0
?n
O
c,
O
st.
a
o
s
a
X
C'9
900
o L4
v > ?

0 0 0 o
0 0 0 0
e
0

0
e
0
e
0
o
0
0
0
0
0 a
0 :,
? ?``
O o. 00
% an iae ln wn D a

IQ? M
O d
N
uU
C
C
?p CO
'
co
ooo.

z
E
N

R O
i
d
Q a

CC
m ? N •--? N ? `O m cm O O V1 `O 00 00 m 0 0 0 0 0 0 0 0 0 0

c?

A
O

d
0 ?
N
C1: ? O
O _
?
~
CD r+
V
1 O
U
?e
a?
a?
U
O

.0

?
M- r
M
YW

m

?

^N„

N

O

M

M

N

M

?O

cr

0

0

0

0

0

0

0

0

0

Z b
b
a?
a
O.

N

.N-i

N

?

°

O

O

I„

O

M
f
'0

O
10
1
!

N

O d
10 O ? N N h V' O N W Vl %O .-- O a-,

-14

O
w

?
b
? r^'
4
?.

O
G
0

o
--?
N
0

o
?
V1
0

0
?
(?
0

0
?
?
0

0
?'
?
0

0
V'
(^'
0

0
V'
I"
0

0
V'
I"`
0

0
V
I"
0

0
QY
I`
0

p\
DO
C?
0

o\o
00
I,`
0

p\p
(rl
W
0

o
4l
W
0

p\p
O
O?
0

o
?O
?
?

pp
O
O
?

pp
O
O
\°

pp
O
O
\°

p
O
O
\°

p
O
O
\°

°
O
O

2
O
O

p
O
O

p
O
O
U
e
d
Fi
Y
c

N
c
m
M

oO
N
°
G?p'
0
°
O\p
0
°
o\p
0
°
\
O
o
pp\
0
o
p\p
0
°
o
0
°
?
V'
°
o
O

o
Y1

p\
N

o
Vl

o
`O

?
V'

O
co

O
0

o
0

o?
0

p~'
0

p\
0

4\
0

O
O

O N M N 0 0 0 0 0 0 0 ? O Yl N k!1 `o ? 0 0 0 0 0 0 0 O
F
0
0
\
0
o
0
o
0
?
0
o?
0
?
0
o
0
o
0
?
0
o?
0
0
0
0
0
0
0
0`
0
o
0
o?
0
\
0
0
0
0
?
0
o
0

0
0

0

O
O

U M q- 'n 'O 00 00 00 00 00 Q\ m m 01 m m m O\ ti

l4Y e
Fi
d
h
m
C1
0
tf'
o
m
p
o
0
N
0
N
0
M
0
0
0
0
0
o
O
o
N
0
O
0
0
0
0
0
0
0

0
0

0
0

0

O
H

O
F 00 ? N N M O O ? N O 0 0 0 0 0 0 ?

0

4l
0

O
0

O
0

M
0

O
0

O
0

'r,
0

l?
0

N
0

'
'r,
0

c::)
0

O
0

N
0

00 0
\
0

p 0
\
0

0 0
\
0

0 0
\
0
0
0 0
\
0

0 0
\

0 0

0

0 0
\
co

0 0
\
co

0 0

o

0 0

O
p

U
M
V1
Vl
?O
`O `O ?O C` I
1 00 ? m m °
o

6Y
H
o
Vl
0
Vl
0
O
N
0
o
M
0
p\p
l?
0
p.
O
0
?
Vl
0
?
N
0
?
4l
0
p\
M
0
?
'n
°
?
o
?
N
0
pQ\
l?
0
?
N
0
?
0
0
o,
0
0
?
0
0
0
0
0
0
0
0
0
0
0
?
0
0
~
0
0
O
0
O
0
F

O ?
O
O
N
?
N'1
00
N
M
?
NO
m
N
M
V1 00
N
v
O
O
?
N

?
N

O
?
0
0
0
["
?
M
O
`O

N
?
?
cY
p
00
O
`O
N
N
'O

N

N
O O
O

cf
O
bd
to ad
N id
y ad
N dd
y ? ? aid ? ? a90 adtl a?0 d •O
O A
O p
O p
O 'tl

O b

O 'O

O 'd

O sOs ,?

y
?y ??yy
O
U ??yy
O
U yy
U
0 y?y?
O NN
O ? rl
yy ? N d
N
U
v O

H
N
°'
0

o
?

p,
'?

CI
d

~
ti

b
.?l

O Q
H

s o ?
w U w

d

A

?

U

o

P4

? 2
y
a
[per M

N
U ? C
C
WE':
6. 0
O O O?

-9 6"

P6
°ll6
N

l
j
f

/
O o

0

?ryf
b 00
N

S?
9?? 4() C N
°?/ "pQQ1 00
M M 0
0 W

cpC
/ F
/ _
b6 v;
i 00
M A
o
19 a
,
'r
cl
6
? 1
i Q
S O O O ? EO

S
4 0. o a
?9 C'j O a`? b
s7
? W) a i
,ya 9? ?
t ,? ?C O o o f/] y O
? ,? b9 a ? ? ? U
..

1 f..

° o o
CD
s b o o o b

? a
a

o,

o
O

0
se.
X

0
a
,
0

0
0 0 0 0
O o e
O o
O v
O a o
O 0
O 0
0 ? ? ? ? N
N
% OA IIU Imm nD c:

l? M
8 ?
N
U ?
C
C
:
?C =
f
coo
2107:
HNSM
z U
N .?
td O
Q a
y
Cd
A
f. V
w 'd
C
O ?
o o,
`r a
v? o
U
U ?
a r
d
d
d
d
"D O Y1 O O "D N N 41 S O N 00 4l O ?O
CD 0 O 4l 00 N M c7' ?D Ol N M Vl N co
cli 0 o8 c:)
Ln N ct Yt O C"i ?O N M b' 10 m N W Vl %O N ?
0
w
b ! 1
Fri
a
O
C
0
0
0
0
p0
0
0
p0
0
0
0
0
0
0
0
0
o
c
CD
o
C=
0
CD
?
C)
?
C-
)
o
cm
o
CD
O•
rj M M .-? M (rl M C''1 ("1 M M M Vl 01 er N `O 0 0 0 0 -
0 0 0 co
a N N M M M M M M M ?f' Vl ?O 00 O? Q? ,y
''
``
V

?p
G 0
?
[.'
o
M
O
o
0
o
p
c
o
o
O
O
o
O
o
0
0
0
0
0
0
0
0
0
o
O
o
p
Q d ? O 00 N 0 0 0 0 0 0 00 .--i 00 ? V- 0 0 0 0 0 0 O
N y,

.M-?
O
00
N
?
0
0
0
0
0
0
00
0
0

0

0 o

O

F
p
?,O
0
?,O
?O
O
N
O
O
\
O
O
\
O
~
?O
O
o
\
O
\
?O
o
O
\ o
?
0 o
?
0 O
?
0 o
?
0 ?,O
o?
0 O
O
0 O
\
0 O
O
0 D
O?
0 ?,O
O?
0 ?,O
O?'
O
f
'r1 m 4l
00 N
?
? ? ? ? O O O
O
O
O O O O O O
U N ? ?

M e
O?+
?
M
\°
b
?
b
0
0
0
0
0
0
0
0
0
?
o
0
0
0
0
0
0
0
?
0
?
0
o
0
p .
0
?
0
pp?
0
p
O
N F
?
? b ? M i
O
l1
? N
o
0 0
0 0 0
0 0
0 0
?.r

M N ?D 'c* C* ? (? ? N O O O O O O O O O O?1

F•
o o
o O
° o 0 0 0 0
° 0
° 0 0
o 0 0 0 0 o o 0 0
r, w, v-, ?o ?o ?o ?o r- t-- oo rn rn rn
U
° ° o 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0
y
d+ F?i
? .Y1- h- 0 Yl N 4l 4l O N l" N O O g7 0 0 0 0 0 0 O

O\ T N N b' O M M N M ?O ?' ? 0 0 0 0 0 0 0 0 0 C:?
O
H
? N O O m O `O O cr 00

? O N 'n ?fl 0 0 0

O
0 00
N
M
O
O .--? N ?
61 d 61 d d d 61 61 N d N d d

N N N CAN ? NN 61 N N N ? ? .fl .? .fl .fl „Q
U U O O O O
? ?

_ o
d yy? u

U °'
?
•q
U
9
0 :. 0 > d .?
,moo
O

N
? M
w
a v w A
- -----
- --
- - - - O ?
N
U p0 C
o
ca
p
O O 0i

6 °l o
oaf Ca a

' s
cl
r
cse

9
cf9
o
W
9
S
?
°
Pl C N CD
6)

M O

?l
A CC
CA

?
o
? O
o cR
A
a6
d9 ? ,
? ? m
Q CC
o x

IMU
0

cr
o
o 00
N (1)
O
O•
?
a
f y C/] g cl
b 't
Q V <
9. C N ?
n C,3

p N

R .?

CD
b C)
o 0 0 'b

°s a
a
O1C
0 ,
c
19c - +•
°? ? O O
Of y N N
°r• ?C
O

c0
c
? a
r
l
i
l.
O
e
l e

C-90 }
!
O y4
0

0 0 o

0 a e o

0 0

o 0

o 0
0
C 0
o
0 ° ?

?'
o rn o 0 ? o v
% a niae lnw n o a"

? M
l
Q
O ?r
N
U

q0 C
C
fl
?
O
+
co
?
000.

U
N
td O
Q a

'D N O? Vl O\ O O O O O 10 b ? N `O M Y1 O O O O O O

H
a?

lop,
0
0
0
0
0
0
0
0
0
0
0 E

u c?
A

0 a
H
.h

ti
Q? y

0
o a
d
v] ? O
N
Y ..

0
.1 0 0 a ?

O

4l

O

O

O

Vl

O

O

O

M

O

0

0

0

0

0

0

O MM
IH

b
6J
a
a
d

M O O p N b- V1 00 b N ? N M ? O
O

0
w

a ?,?
a.

O
0
0
0
0
Q~•
0
o\
0
G•
0
?
0
`
0
o
0
?
0
?
o
o
O
o
o0
0
0
0
0
\°
0
O
\°
0
O
?
0
O
?
o
O
p\°
O
p\°
O
\°

O
O N N %O %O `O `O `O N ? O ('rl V? ? N 4l 0 0 0 0 0 0 O
N N M M h `O ? °O ? ? O\ O?
U
0
?+ g o ? o 0 0 0 0 o O o ? o ? 0 0 0 0 0 0 0 0 0 0
p
G N j 41 ON O O O O O `O y O ` N ?O M Yl O O O O O O
N N

o
O
F
C o 0 0 0 0 0 0 0 0 0 0
0
M 0
00 0
O 0
N ?
Y1
00
ON
0
co
`O
O
00
M O
0
O 0 o
0 o
0
O 0 o
0 0
0
o
0
O
0 O

0 O

O
M 5r V' Y1 h Yl 41) `O

M
O e
e
°
o
°
?
0
\
0
o
0
0
0
0
0
0
'
0
0
0
°
~
0
\
0
o.
0
\
0
o.
0
\
0
\
0
\
0
o,
0
o.
0
\

g
N ? M N N ,
N O\ b' M O
0
, m 5r 00 W') Q 0 0 0 0 0 0 0 co 0 O

ti N N N 01 'q' M O ?O t}' 00 0 0 0 0 0 0 0 0 0 O
O
0
F
C
?
?
?
?
o o
? 0
C\ 0
C\ 0
p , 0
per, 0
p` 0
p\o 0
V\ 0
Cam. 0
\
4 0
O
o
M 0
00 0
M 0
V1 0
00 0
00 0
M 0
M 0
M 0
M 0
00 0
00 0
00
00
O
0 C7

0 C7

0

O 0 C7

0
O
0 O

0 C7

0 C7

0 c
7
0

p
N V' `D I" 00 00 Q1 m m C7% m - Ql Q1 O

M 4l V1 M M

Q1
N N
H

Q\ O? ?D V1 4l O N O CO O N Co O O .--? 0 0 0 0 0 0 0 0 0 O
0
F
? O M O `O O
. O `O N N 00
?
?p 7 O O C+ p ?O N N ?! i Sf' O O
N W V1 `O O O `n
p 0 C O .--i N V Yl 00
~ N M ? ?O O,
~ N M Yl
ti N O
O N E 4l O

4"t O O O [`

O M O `O N Yl

?

o 00 O `O N
5r O
y b ? N M S N 00 Vl ?O ? N cr
V] O O
0 'O?+
d '?
? 'O
? '?
? '?O+
C N d N ? d d N N
? d
? ?
? N
fl N
•O ti
,D 6?1
'? d
'O N
'O N
'O V ?py
.-
-?
U
H
N
V'
v
'
v
' ? d d ? ? ? d
O •
O
O
O
O
O
O
O O P
?
y
M y
iy N d N ? ? N N N N ? U N N ?O •O •0 y '0 (D
y ?. V V p
U O
U O
U O
U m
d
W
O

ai p o o D? d Fw ',?i H

? U
H d ? PA pq
?
U
r-- m
O N
O d
C
ca
O N
G
9 d.1
coo"

960 r
0/9
cr U
O
o
f
tf

9f
C
9
kb kn
o
q
.
,
y m o
? 009
y
r
? rA
0
l
U

CP
00
?? O O ?
/ Cr1 ?

CA
0 A
6
06j9
?
'-'
?
?
Q
t3v
r.
d9 ? w ^O
.r O
/S N cC

\
ll pp
n.r
e M
8 O O V 4r
o A.
v CD CD CD

? U9
o
U f Q
?l
h
co
b
o
j w
W
j I o o O ,
Op
oCP

s
As a
o,

g oo
O
?
- O?
U f0
,
?
,
O
Uf,
- O.
,rc'•
O,

01-
O
-919
- X90

0
19
e v e e v o 0 0 0 0 o O
O O O 10 O O? O N O O ^,

% an ilL' Im mn j

l? M
8
?
N
r Q1
?
C
W Nom.

I

?

O\

m

O

O

O

O

O

O

O

O

O

O

2

2

2

2

O

O

O

O

O

O

O dam;.

-p
I
C D"
B
00C

z
J

o
0
0
0 0
0 0
0 0
0 0
0 0
0 0
? 0
? 0
? 0
o 0
o
?
CD m 00 N co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O
? O
Q a

h

F
CV
c?
A
o

m
N
O
Vl
o
O
o
o
O
O
o
0
0
o
O
o
o
O
o
o
O
o
0 p(
ffy 'b
i
- b

O ?

N an
?
4r
0 .
a

rrY^^ ~
VI
C) co co

N ..
3
U ?
°y

?
MM
h+H

b
Q

m
m
?
N
O
M
M
N
M
?O
cr
0
0
0
0
0
0
0
0
co
b a
d
d

A aU d ? d ? d d ? ? P p .fJ .D 'p 'O 'tl 'O p

tfl t t
N 9
9

L;
O

?
/ .
a
.

p
O
O o
? 0
? ?,0
\ 0
? ?0
1 0
0 0
? 0
? 0
` 0
? \0
\ 0
? ?0
\ 0
? 0
? ?,0
\ 0
p `0
\ ?,0
\ ?,0
\ 0
?
\
p
` \
Q
' \ O O O O
O .
O 0
O .
O O O O O O
O O p
O O O O
O O o
O O
O O
O p
O
l
'
` l
? O 00

U
e
o
o 0 0 0 0 0 0 0 0 0 0
C d M N M 0 0

O M
O N
O O
O O
O
O

O

O

O
O

O

O

O

O

O

O

O

O

O O

O
O M N M
H
C 0 o O O O O O O O O o 0
O
~• O
p~, O
g~g• O
p~p• O
p~• O
C~p• O
\ O
\ O
Q~Q
Q`
O~p
~
O
O
O
O
O
O
O
O
O
O
O
O
? O N N {^ CV cr a!1 m l? {? N "O O
O O
O CO
O O O O
O O O
M V' vi l1 00 00 00 00 00 00 rn M
U
e

O N O 0 0 0 0 0 0 0
0
0 0
O
N d
H N

O\ N O 4l
Vl
N
O
an
cr
?
O
O
O
O
O
O
O
O
O
O O
O
O N
H
C O O O O O O O O O O O
O O
\ O
? O
, O
? O
, O
o O
\ O O O O
? O O
? ? ? ? O \ \
O O ?

h p

O

O

M

O

O

Y1 Q
Q
l"

N

a!1

O

O

N

DD 0 0 0 o O o O
0
M 4l Vl %O `D b `D r` h 00 Q\ O? Ot 0 0 0 0 0 0 0 0 0 0 O
U
'?"? C o 0 0 ° ;\
+ ? ? o 0 0
? 0
? 0
0 0
0 0
0 0
0 0
o
p o
\ 0
? 0
0 0
0 0
0 0
0 0
0 o
0 O
0 o
0 o
0 O
? o
(? ? m Q
`? p
p
O
Vl N Yl
M
Vl
N p
O
O
O
O
Co
O
O
O
O
O
?
H N +

5
0
H

?
0
'
M
N vi- 00
- O co 0 [
? O aO N N 4-) S O N 00 41 ?O .
-. ? O ?
C
F?+y+ O O O ? N ? Yl 00 N M c?' ?O O? N M Yt ,,..? N O
B O N N t!1 0 0 0 H M O so N Y1 b' ? 00 O ?O N N Cf' O
?
CD ?
O
?• N
O N ? Vl
00 `D N M ? ?O ? N 00 V1
N ?O
M •,y N
O q-
O O 6 N ?
? [? ? ? N N a) N N N N N ? ? .-?i ? ? N N 0?/ y? V

.mot. 00
y W
y 00
y y y
O
?
O
?
O
?
O
A ??yy

'p

O

•
y
N
?
Nom'
W
?
y
y
N
H
N
m
01
N
N
N
N
V
U

?
?
? O
.O O
p O
.p O
.p
A
V
?
40 ? O
v O
U t t
O
O
O
p ?i .'
? ? sad ? ? ? ?? ?
? ?
•? ? y
? y
?
V
V
V
V y
.--.
y
y ;?
? ...
? y ? ?
V ? 44
9

?
au y :
? ? d
y . U

w U w
A CIO
O N

N

VCO'
96
Op 77L'i%'
.
p ;

C
a

lS p/
B U
? • ?
pi
> Ca a

?9f

CD C=)
p?/ O

pal M N H
Q
.
p
6 "O ? Cr1 O CC

p?? A
9
Q CC

'O O O H O a
Vi
C f ? O
py d M ?-/
U
• ? '
7 0
? l ? S 0 0 ?? ?
s ? o

9
U /
r v "0
. I
i
O O O
b co O O
p?l
r 4
Ln"

O
? O
p,, ? N N
c p/

p
?r•
O c
,
O

O
W
p
`9p ?
?
o
O
O o
O e
O
, o o
o
o I? 0
0 o
0
O e
0
n V o
0
' 0
0
1 N o
0 a
0 p a„
~ % 3 AIj gnw nD
-'O
3c9n
w w J v r
W
z
> >
F

z

d
w

Li z

>
>
a

9
w

Q ?7

z O

O = F
a
c

U
m d
U W
>

n
f
F
O
a
N?
a
?)) I
N _
ZI ? ?
O ?
F
0 /
? RkV_
O
U
I
X
i
ZI
F I II
U
x I V
O0 i ,
0 LOO
1
l
S
N
d 8 e
U
o
a
U u
x a?
d s r
R
Y
00 o O
N p
S
L) 0
Oa C)
a II n
" o w
w z
o am
N ,
ms a
a F- a
a0 3
~ w
zw
5
w ?
. Z
= w U_ J
L? d
W ?
mn U
Y Z
W it
W
0 (h F-
w
O Z
?J O
Z }
V
Z °d 9-4
g(Ag
9
oo?
000
m
N H a
.F Z Z
D J
boo v1
Z U x 0
a U w O
U Od
LLI a? z
o wa
d U OZ m Y
w
U
Z
Yu_j
ma
°x
wx
00
>a
oa
as
aw
?fy
as
ov)
Fw O
U1 a
J U
a
wo
N Z J
W
w U a
O
ZEN

NMn LMVLOOC7N
n li
po o O
N p
= o p N
SC X?! -yo
? O
w
?j Qm
oNO
I 2 O d
?0 3
F- W
N
10 z w >
$$ w ?
i
O a. U? WZ
Q
F aQ ?
V =? ?a
x Y
w 0
N W Q
z C)
w
i ? Z
w o
Z -J
w / z
w z z a z
ln?U
LLI
lQ
Q Z O O m ?CaD1 I / x z
U m d U >- I Z
9
w J - 000
rn U)
N
I
x
?Z
?zz
? D J
b O O u-)
Z C) (r
~ Q U t
I
U p ?
`?? III OF¢-Of Z Q
\ d U OZ m Y
II
?' II $
n I? a
w
?- w
O
o, Z
m F'
m
wx
00
sc, 5; of
wC, on
zoo 0-a
a
Qw
Of
j g oa
N
oil w I-NO
?
T ?J A Q O
w S? ?' Q m o
Z J
Lj LL,
X8 b! ?s
Na 1S ?? ZEN
s
Srp LOShX'U,N

n
°o o
N ?
O
O
=
O O
M
U
?aotO
II M
m
? ? o
z
W z
a co w
?
Q U
D U
V) U
?O CL
Q
0
a O
W

Z I.,
N
w of
5
_
< Q
w ?
. N U
Z_

A
° \,l w _ o ? O
-
i 1\ V)

0 W

U w Z
W a; r-
' W
(I Z W Z a
z J
t J O
>
Z L` O V) O Q
-- ?I VI 2
U z
m 2 0 = w
a v > Z. Z
QN9
W
_
v
=?j 000

t
Z Z
a
? J
O
Z
a
u
m
~
\
x<00
oa~
<
a- C) z :5

w
? a
\

'

g

a

w
X
O
NOf
a W
U
z

a
a r

ma
°X
wx
\

\ 00
Oa-

\

j ?

Q
<

w
/ Z'.
a
n
<
/
pia oN
L-O
J
VO ^ /
1 II V) H

z

o
x

P.
??

9 Q
U
a
°
of
3 w
V ? U
Ul ww?

SC p
X ?
i
R O
Z E N
X?
L
b?S }? gj

'D
1

9 4
s

vr.n.m emxnr ?m nrnu?,mnov??mnmvrc,., _-
r` ?
O O O
N p
L.1 = I
F< W /
0: C,
W Q
W r ' II
m o
O
m L, (f) W W .. O w
w -YO A!
I I < P5 < X8 w
Z Z co W W % ~ Q tp
t
O_ O O w I I 1 -? >? o o il
N to -? Z m W W
y Z n ?¢ < l.LI
m m 21 V) W b? 8o
aF- Z
V) <
-? ? m ? w
C7
n_ /J = W Z faiLf)
l
/ a a
Ur a
W LLJ
a a' O O
W H U W
~ v O / Z -JW a J
W Z W Z<
U O < > /-j a > F
W o U
?, I Z
V M a O 7 Q Z ad
(A
- A RZLLI -J
D
;0009
1 i
F
) \ /
F- a
V) ? C?" 't Z Z
1 j o J
U?'-- x i? OC)CKC9-
M Z a Z o
I m< C)
w 3 x 0
0 OfZ
111 Was
L) a? < 00
dU2 m}
X
?
W
u
a I Z
X
<
X
P
m
O U
K W p
N a to W x
a 1 p O
a x >?
I\ ?I Oa
v F?T a a-
<
W
a
o p V)
\ , a O
1
On V)
a
Q < Q
Y
w
Oz-
W
R O
i
t ,w dl??
6-P ,OsDloo:OR

r
°o o
O

Q
W
W ?1 r
V ?/
y =oo
?v
o
II N

O W r?t '
O
n o

VI
W N a
W J <

b
p
I I

o K
m
W

<
0
I I
?S P/,,
Ni? W Z
a m C) 0
o w
CD
Z Q

M
W W ti?? ??s
E w o m

W V V

>> ' r 'o
3
w
z
m z
m a o -j 0? <Q
250
?o 5
F--
z W Z
J
an

Z u
z f
Q d
X

W
F a
= w a s
Z W

X L
?Y d Q
a
a?
?w w
W
J
V>I _
> 0
U U J
mO
it K
v O / In
/ Z U J
Z Of
Q.
Z
U J
J Z
O W
Q W
Z
> a
ZZ
O -' 1 O
-/ i co U
? J
a > F
w
r N
I
?
U M U w
> X
` ZadZ
-J
LLJ -J

S>aJ
F d Z

ooO
?

I
Z
o
PC
U +
w . 1

1
\
X
N Z Z
?
0 J
OO

C) af
Z
p
~ Q U Of
U 0
H F
a
O H Of Z Of
nUOZ0>
J
w ? ? N
a
w
U
Z

j } F-
m a

U

ww O ~
,

u /
// a X
W X
00

j
oa
z?a fQ
/
g
'u ?X
a
U

0 o
N
t
O
*
II _
(f) H
x Q U
o
W

O
X8 b Z J
o ;Q
Na ?S cy? z ZEN

s -?
;.xp ?? X100 )N
H
r
Q
x
0-
C L
n
a
C)
?, I hJ
1
n 'a nn
O \
w
S` X£ x
.bps
Q W

w

O
W J
0

VI
W J

I I Q Q
m N W
r
p ? I I
w
O O z m w
r
J
W W U
O j
Y Y Z I W j
3
o F-
_
J
v)
in m 0

W
z 1
O
v r
W J
r a
z Z
C) z
J D Oa > O
w W 6 a
= zQ 0 0O m C3
O M a O n
O?
U
U)
U_
x
a' S
c?
R
M
r W
00 o O
N o
M
a U a to
n ?
O w
w z
k'am
Q U p
o N ?
O
F_ Li
j
O
a Z
a
C) X V)
_ Z W
it
z V1 d
Q
? Y
Q
VNr W W
J
0u U m
U J
z a
Q
Z°6z
oo9
?
x"100
0
Q
Z Z
N
D J
c; OU Ir 0 U-)
(.)
Q Z O
r Q U
C) 'r
O
?Q -
0 OfZQ
a
w
W
U
Z
} W
mQ
wx
00
>w
C) CL
af a
n. Q
QW
Q Q
ON
° ?0
u ins
J Q
Q O
O J
W
OZ J
P- c) W Q
0
Z ? N

nil
?o
w w j
z'a _I

= x w w 00
(Amj!gje-j3) uo)lena)g
00 ? 1y Io z
Id
o
•?bA?jp`?G:
u
v r
N U
44
m
O N
0 O IT
E
O? m USE
?C75?6
? ?7my
b ..
z
o 6
Q
? o
A w
O
O
a
a
0
U
N
W y
W
O
U e°
F
e?
A
0
a
b
E o w
cl ?r C
O U
"'? r1+ V1
U
Q) ?
.o a V
o
u Q
Q
O
w ?
b
a
if Z
fi
_79

8

0
8
8
a
8 I
8 3
? I
?I
N
8 C I
? N
I
8
M
H
a?
8
8
8
a
•? U
a
U
0
N .!C
.? U
U ,.9Z
? a
y
w
U

0
Vl
0
(,G¢atlgju-ij) Uonanalg
pN?
CV DO
?' y?
'"
N h
? N
A
d
M
?y N

u
ul
N
S

c
0
4 U

0

b
a
8
a
U
U
ra
U
i
8
8
M
aa?
C y '
I
IIrv?
L
8
N 3
II
8 ? I
ON .?
8
^ MM
8
8 a
I?
8
lei
L l ; !11? I 8
00 00 00 00 00 00 00 00 00 0'?
(funiUqn-l)) UOhenal3
43
N
N l<
z
b
M

O

O

CL 13L .1

N U
pg oo ? r?
GG
i
0 0
? U Y
C
N ? fill
o
z
o ?
? o
A a
0
0
a
M
0
.ti
U
N
C h
U E.y
C?
A
a
N '?
b
O
El V)
a)
E o a,
cc ?t o
n
a N C/1
M ?" h
It u o
o 0
U
U V7
N
F.. C7
U ?
a
a
d
w°
a?i
Ili
8
8
M
8 ?
C
u
8
4
3
I
?R
N
8
g
a
JA
8 a
s II
i
U
8 8 9 8° 8° 8 _9 0
Vn O a M O O CV O
O a 8 W 1 2
([Slnlugln-ij) UOpnnal3
r7

;t o m n
N 00
00 IN
'
d
M

C
?

b
n
Ca
C
g O
d
a O
d
v;
L
?
U

R1

?

a

? U
°C'
?qq
W

? l? Cl)
O V
N
0

r`1 ?
~
`z
M
O

Y
z

Q U
? O
Q f-1.
N
y?y
O
.Y
U
N
?

rA
rr
r
O
Fy
U
Cd
Q
kn o a
o
W a
Cd 4)
E H
a
tn.
?D
,
v o
a?i ,
b
. v u
rr U o
O r-1
U
CA b
O y
d
I f a?i j ?'
i ?if i ?
8
U
i
U
0
8
v
8
fb
('I
8 tl
3
$ li
8 v II
C
N N
0
N
8
N
8 I,
cc
QI
I?
8
0
8
8

8°88,,89,8°8°8 ?
(XlvA!gje-l3) uoi)enalg

C3

N oo

-

-?
,o
N
n
° tV

n
a
N

OO

O

u

H
o
? U
Q

Pv

C r r,
o v
O
`^
N r
C
O, 101
?

V)
?
••
O
z 77ml
O
Q
y d1o,

v?
a
0
.
Y
U
N
O
U F.
0
c?
A
?o
C)

' a
N ? ?
CC
G y ?
kr) 4.0
a E o a
, y d
tz ~ b

a
?, U o

v
y ?

?
U b
0.
d
O
w j
b
? I
a
a
Q+
.? U
U
a
U
8
0
8
8 C 'I ?
I ?I
8 A
M
OIIII
N
8 G I
O o xl '
e+ 64 N
g Ii
N f
8
8 ?
O I ?I
8
vi
0
808?j08080808-
00 00 OO 00 00 00 OM00 00 W 0? 0d
(,4wt!4ie-v) UO!JOA313

n
t? v?

r,
n r ,o

N o?

r.
-•
z
d
N

??°,
b
A
A O
a O
a
E?
0 U
o?
? °o v
O N
U
91 `? • N
? .E m
rA
0
z
A ?
? o
O Q p"
O
a
a
0
U
N
U
H
A
0 0 ?
C\ 0 'b
1
0 GC 1r O
p, ? o w
O v
a
,
? U o
y ?+
a
U ?
N
V1
1
0 r?
0 Q
U
Q"
a
d
w° .r
g
8
M
8
w
r
3k y
b O
U
M
I
°
0 31'.
I ill
N A o
N
N
8
gi
N
m I
8 ?
o
8
sg?s?g?s°
(tianigje-g) uopVA213
Y
n
N q
fir ° W)• 0 1<
'.f..
d
M

'
b
Q
A O
(34 O
R:
u 5 ?
L
? U

ov a ?

r cn
O N
O
?
N c`d

y
z

0
.. °' .
A a:
0
0
a
0
U
?
h
U H
A
a
b
cd ?
O
a
a?
0
a°
U
W)
?
0
>, O

U

U Y -1
N
N ?
Q
a
U d

O V
N
0

•
° bD ? 0001
Or .C , ??. De
1 C M I .. <^
oo •
.7 ?' o !
0 L L. J
,.?, c3 C p + M r 3k ^ ?n U
i, ? O 00 a? U

?
00
Q
H

I 00
re c •
c Q

I
o ? I
0 o ?
0
f7
E

cs
o
C3
Cb
o ? c a
L
n
• o c
/ N a

° o
I
? .s s cs

o
N 3.+ •?

I

0

r'.

°
°° ! I
I a.

I a
d
?
°
N
I O
• ?
• ' p
N
I

. O
.
O
L
•
I -b sn-.
n

'
co
aD O O O O
ap a0 W CO co O
a
0
r+
(a;•Rjeji!gje) uoi;e;AB13
O N
O V
o
0 N
rn

c?li
4
6'
p C
6
of
F. CA
.C _ .
.
O O OF

u • G f ?
a?
_ tA
y ?p -}- M
U
S2

o co

7 '
U
0
CS 00 • ? ,. f3 ?
.,
Q 0.
O
00
O '
O
?
o
M
II
.:C ?
O • . N
C
p
o
/

u m
o ? OO N ?

C,3
>
o ?.
a

• c
Y a

R

o ?kr)

Ch
E o o
F.

• YC
?c
I

? O N it •GA
t9 u

?
n
k
L

,?

as
U o
/ v
•

I Q
o

J

o' Q
• N
I
.
I ?

• 3G M
O
? C N
3
O

c U
u
u
?
?-
?H -
w
y
y ?
S
r,
I ? C

N y ?^
O
c O
10
o O
ap O O Cl m In m
ap CO W 1-- n m m a--
(jj-Ajej}Igje) UOIIEIA013
I? M

O V

CA A

C-i C
Cl G7 a t
V -
-
t
Ew
C3 a O o!
'96 .--•' -^.
0
Ld Z E.?. 1
p,

C Y U
Q L7

l
-
e .
l
/
.f: C'7 O O O
C9 Q O O lO
V co N
?9 tb `O O? N
?
9
,
f

9
r
'
0
-

IP/ m ON C3
y
Cl
cv N
N O
w
0
M

fit/,
0 w
6 IT N c m R
In W A
06
6 'b O O O
9 -
?D O CS

d9
g O
,
Sd c3 'L?

I Q O N C.
l(?
o ?d?
`
? ^.7 0 0 0 y
CY ' oc ? V7 p

?t I
v 9
`s tn p p C/1 U O
09 o
.. O o O U
/ y

-
19 a I\
pc
s 0 0 0
b
'sy 0 o 0 G

0.
pQ
O?

O O
?Q
N N
O
Of,
O?
?O
s?•
a

O

?90p
' Lx. ?-i
c
y
Oa j

0 0 0 0 °o o °0 0 0 0 0
O
L _

'
C.. - ?
O Q, 00 r b h V M N ? -
???
% VA1 IIry U[1l ^mnD
C)
o v

9
n Q Ri
C3 rat e
6p0 .0 c a {
? C30 Q,
?7C71

0A

u

?9f: C 0
9,ll b co
9

IPl
0T1 tn m
-
cle
r?- C3
C4 y
r
m .-- r

06-
O
066 v cMi t? /C?1S
9 1- b ?l Cl 0 A

8 7
? O N
? +ti
FF+
O% U
N - ?
Gi
f ? O O co
O

`r CZ1
ai 9-
I
O
Fr

o
U e
e
9• = cC
t
C

? 9 ' o 0 0 O
v -
l U
?? I
U l U .a
v

?
, ,?
b o
o o
o o
o b
?
O? C
v
0.
O? Q
OC,
O
C,

0
05'
N N
OXI

o
sue,
O.

p, w

pD y r1:
?? c o 0 0 0 0 o c c o p --?
O O O O O O O O O O O

% anilVInwno
r K;

O ?

? ?C:3

C-i
O
C
L,
G ?C
9
6°p O Q oz
? ? O i
d

°t

?t
. Q 0.
f

?y O
Q 0
O
£

9

Qt

Off/
l
?f1 0
p?
N
v
I
e D j
?r C1j r?

cpet y
0 C3
6 r.r
06 IT °` o A
o
N
r
g
O ?/
6
c
~o° s? I Q rn v'N
' O
a" ?? ? o ? o v
0 o y v,
w
? P
o U f9 I O
C'J r
9
N cl
V C

° .
. N O cn
e?- O
U
t o 0 0 ^
?j I U ?
t
>,

p'
CL

p
O
?s ?o
o o
0
0

X b co 0 0 'O
06 O
O.
a

O?
O
t Q

?Q CO
p? N N
0
?
O
O'r0
?
O
s?.
Q

?
tGt ?J
i.

61
.o ,
o
°
`
°
0
o
0 0 0 0 0 0
o
o
O O00 I? D Vl 7 M N :3
[
?
?
,.
_
ani)ejmmn:)
%
a =
r cr,

N
.L A
?
C
L9 7 i
U
U U UI

960°6 0 ems'

CL
all
tj?

el O
o o
0
f ,
?9
, .b N
f

9f,
cl

t-

Opp 'D N •--? r V?
l M Crl ? ?
O
P
`
A

co L'I
i
C A
06
? i

6y O
a N o - r4 'O
o O
0 0 ?
J .rte ??to// V1

u L73 'T
o U CO
o
s-
U .? -9. co co O U O
,. a
O9
W 1 >- U
N ' N

I
?i a

? so o
0
co co
r ,b o 0 0 "O
C
a
0.
°1C Q

O •,
cO'

OA
q 0 0
ps.
° o
N 0
N
OX.
0
,
?
O
-rt.
Q
r
-
c/
O
Sk
i.
c
c - --

,e
0 0 0 0 0 0 0 0 0 0 0
c:Ol

% 3AIJUlnLnnD -

O V

c C7
C C
C Ent
?Cai
0001

-96
0 06

o? o
6

,
?191,
?
C? a

t
i
X, O

?9f GOo
9?
C-
9.r,
0?6 n
C3
0) N
C) ai
pIP / Q N C
.
o
J
c-
A
0
6 c r4 °o A
O 6
iF,
9 , ,
o
a cs
0
9.
6
g
al
"0

v

cli
O
o?
? ?.
?
c03
r V
A ?
O p N C
E
`A O'+ o E O _

U
f ?
U % d
6

p
619
Olp o p
, Q o
b o 0 0

oa CL
GL
OA Q
19c-
0.
,

C o6 t? 47
o co
Ol ? N N

O
o?0
:r

,ry
a

0
,rt
6
9p,
O
99
`
0• `u=
)
'
0 0 0 0
0 0 0 0 0 0 o
O 'T o0 [? ,D /1 ? M N q ,?_
?
r
V ?y
anijnjnWn3
%
I? M

O V
N
W
h -
G79i
C
4
00 CV`

-9

?e
O,
o Q r-
?
Ol
e,

s?
9
f
?9 Ln
0
0
0
F
9 .. ri 00
?
u
61P
,
p F

06? tO? ? ? ? O c?S

69 c1 b
X oN
?

O
- X6,

in

DO

m

C y
r
U
g Q 4„
"o ?

C O o
O
cC
C
? ? i.

ti y?
, U
? C
p t:
N - 9,
U9
o l ¢ ? v
U ?l
o
o
a
? ? o ?
1O co 0 0

o?

Cj

19 M ?o d
O? CA
N

O N
?
Of
6;1,

O
U
?.
O.
sue.

O,

O
J?
?

p.
X
90• O

°
°
° O,
n
0
O o 0 0 0 0 0
0 0
o
'
O, oo [? O /l V' M N ?
L
rH
antlejnwnD
%
r C,

C) v
N
5 A
CE
4..
G
??Zj!
,r L7
•96 Q C3 Q
?7 7 D h
0
?l

d? U

A
Q 0.

9?
9

-9 in co
ll?
0`P/ Cl N v)
11

8t/,
O
N C3

A
on
9 C R

:!'
d cv 'O 0 0 ? ? C
R
o Xlk I of
O ?f CC N O
n .:.C oN ? O _
QI
It ?f In o 03 O
? U 9th u I ? O O O ? ? O

?
9/ N .
.
09 ¢ U ?
U

f // 0 0
0
? b o 0 0

O

!
r R
•
OX 0.
d
oA ?
Ot ?
0 N N
?0

0A
l9r
O

O
scl.
Q

?
904 ?.
9
o ?
?
a0 ?
Gi
a
e
0
O ? o e e e o
0 0 0 0 0 0 0 °o °o o
OGO [? ,O V'1 V t+l N :=J?
,,,
Q.
% anijejnwn:)