20080640 Ver 1_Public Notice_20080215

1 1
US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: February 15, 2008
Comment Deadline: March 17, 2008
Corps Action ID tt: SAW-2008-00373
The Wilmington District, Corps of Engineers (Corps) has received an application from
the Town of Cary, Engineering Department seeking Department of the Army
authorization for permanent impacts to 0.72 acre of jurisdictional forested wetlands, and
3,412 linear feet of perennial stream channel exhibiting important aquatic functions. The
impacts listed above are associated with the extension of Morrisville Parkway between
North Carolina Highway 55 (NC 55) and Green Level Church Road near Cary, Wake
County, North Carolina. This extension is identified as Phase III of Morrisville Parkway
and includes a proposed interchange with the future Western Wake freeway (1-540).
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available oil the Wilmington
District Web Site at ww,,v.sa\v.usace.arniv.mil/wetlands
Applicant: Town of Cary, Engineering Department
Attn: Mr. Russ Overton
Post Office Box 8005
Car', North Carolina 27512-8005
AGENT (if applicable): URS Corporation
Attn: Mr. Charles E. Benton
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560-8421
Authority
The Corps will evaluate this application and a decide whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures of Section 404 of the
Clean Water Act.
Location
The proposed project location is between NC 55 westward for a distance of
approximately 3 miles to a terminus with SR 1625, Green Level to Durham Road at SR
1600, Green Level Church Road near Cary, Wake County, North Carolina. Coordinates,
in decimal degrees, for the end points of the construction areas are 35.813720° N,
78.872747° W, and 35.802659 ° N, 78.909490 ° W. The project site contains several
wetlands and unnamed streams channels which drain to Panther Creek in the Haw
watershed of the Cape Fear River Basin (8-Digit Cataloging Unit of 03030002).
Existing Site Conditions
The proposed project would extend Morrisville Parkway, which currently terminates on
the east side of NC 55, and create a roadway linking NC 55 to Green Level to Durham
Road. Overall, the project study area is bordered to the east by NC 55, to the.west by
Green Level Church Road, to the north by undeveloped forest land and residential
properties, and to the south by Green Hope School Road. The existing conditions within
this project segment include upland hardwood/pine forest, several wetlands, and several
unnamed streams draining to Panther Creek in the Cape Fear River Basin.
The upland forest is dominated by loblolly pine (Pinus taeda), white oak (Uuercus ulbu),
and tulip poplar (Liriodendron tulipifera). Flowering dogwood (Cornus floorida),
arrowvvood (Viburnum dentatum), and saplings of red maple (Acer rubrum) dominate the
understory. Typical wetland vegetation is dominated by sweetgum (Liquidarnbar
styricrflua), red maple, and slippery elm (Ulmus rubra) within the canopy. Blueberry
(Vaccinium cor ymbosum), sedge (Carex sp.), and soft rush (Juncus effuses) are common
in the understory and herbaceous layer. A Corps jurisdictional determination has verified
the waters of the U.S. on the study property.
Applicant's Stated Purpose
The project purpose for the proposed activity is to extend Morrisville Parkway from NC
55 to Green Level to Durham Road near Cary, Wake County, North Carolina.
Project Description
Portions of Morrisville Parkway have previously been constructed. This proposal is to
extend the existing portion of roadway, currently terminating at NC 55, to Green Level to
Durham Road at Green Level Church Road. The ultimate design would be similar to the
existing sections of Morrisville Parkway which includes a 105-foot wide, 4-lane median
divided roadway, including 5-foot wide sidewalks and 5-foot wide utility strips to be
situated on both sides of the roadway. Included within this proposal is an interchange
with the future Western Wake Freeway (I-540). Fill slopes are proposed at a 2:1 ratio.
Total permanent impacts from this proposal are 0.72 acre of jurisdictional forested
wetlands, and 3,412 linear feet of perennial stream channel exhibiting important aquatic
functions.
This permit proposal will be evaluated on the dimensions and aquatic impacts stated
above. However, construction of the proposed roadway would take place in three distinct
stages. Stage 1 A is proposed for the section between Green Level Church Road and the
future Western Wake Freeway (I-540). The proposed design is an approximately 2,500-
foot long, 40-foot wide, 2-line paved road, with an associated 10-foot wide concrete
greenway trail. To accommodate the roadway alignment, two culverted stream crossings
are proposed. Final designs have been utilized for this stage.
Stage 1 B is an approximately 12,500-foot long, 40-foot wide, 2-lane road, with an
associated 12-foot wide concrete sidewalk, and would be constructed from NC 55 to the
Stage 1 A terminus. To accommodate the roadway alignment, four culverted stream
crossings and one wetland crossing is proposed. Currently, only preliminary designs are
available for this stage.
Stage 2 is proposed when current/eminent traffic forecasts support the widening of the 2-
lane road to a 4-lane road from NC 55 to Green Level to Durham Road. At this time, the
interchange with I-540 would be completed. Impacts assessed for this stage include all
culvert extensions required for the typical roadway widening and interchange
construction project. Designs are only preliminary for this stage
The Town of Cary is utilizing this long-range planning approach for a fair evaluation on
the corridor and expected impacts of this roadway, rather than waiting and allowing
future development to limit the overall flexibility required for impact avoidance and/or
minimization. If permitted, Stage IA would be constructed using the final designs
depicted within this Public Notice. The other 2 phases would be permitted on the impacts
stated above, realizing that these are worse-case scenarios. Final designs for each stage
would be provided to the Corps for a permit modification prior to construction. At the
time of permit modification, additional avoidance or minimization would be evaluated for
items such as bridging, fill slopes, etc. It is expected that impact amounts would go down
during the time of permit modification.
To mitigate for permanent impacts to jurisdictional wetlands and streams, the applicant
has proposed payment into the North Carolina Ecosystem Enhancement Program
(NCEEP). This payment would be prior to the time of impact for each respective stage.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review. The Corps will generally not make a final permit decision until
the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
Certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of
the application and this public notice combined with appropriate application fee at the
North Carolina Division of Water Quality central office in Raleigh will constitute initial
receipt of an application for a 401 Water Quality Certification. A waiver will be deemed
to occur if the NCDWQ fails to act on this request for certification within sixty days of
the date of the receipt of this notice in the NCDWQ Central Office. Additional
information regarding the Clean Water Act certification may be reviewed at the NCDWQ
Central Office, 401 Oversight and Express Permits Unit, 2321 Crabtree Boulevard,
Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding
the application for certification under Section 401 of the Clean Water Act should do so in
writing delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail
Service Center, Raleigh, North Carolina 27699-1650 Attention: Ms Cyndi Karoly by
March 7, 2008.
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson-Stevens Fishery Conservation and Management Act. The Corps' initial
determination is that the proposed project will not adversely impact EFH or associated
fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils
or the National Marine Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic
Places and is not aware that any registered properties, or properties listed as being
eligible for inclusion therein are located within the project area or will be affected by the
proposed work. Presently, unknown archeological, scientific, prehistoric, or historical
data may be located within the project area and/or could be affected by the proposed
work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database. Based on
available information, the Corps has determined pursuant to the Endangered Species Act
of 1973, that the proposed project will have no effect on federally listed endangered or
threatened species or their formally designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof; among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
4
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidate State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received by
the Corps of Engineers, Wilmington District, until 5pm, March 17, 2008. Comments
should be submitted to Monte Matthews, Raleigh Regulatory Field Office, 3331 Heritage
Trade Drive, Suite 105, Wake Forest, North Carolina 27587.
b = ` Li z z
a ; m o ° bm > 'a
m
A? u?? U u o vz?
m as mcv u°y
i7L
y C U 9 a r-
p c 6??Uc
J o n U
W
l
Z
11? • } y. • w •r ° F
all
T3 0
-
"
m o ;: '? e
° r c? LL
O
U
A
Q d
E Y N
L (E
?v L
as Z

M
mN 2
? ? ??
® m 9 ? V ?
?,, ? ? E E F
x - (_)

E
d U
D
?

'? c V
7
° o
U?

41 C
O ''
,'1 ° P q ! ; t a a
'%o 0
e4
LL 0
C
fn F-
O x I I I I? I `\
H ?_ ? is ?' pt?L 7L
d O :, ?: C
M a bL ?,yM ? F A m ° v
dE CL o.
dN l° "_
lL °' > N a 3 K R y
y r V 9 n I n s I U ?? c
cn ? W ? I I I-? I? \ p r?
N y
wwr-
14,
vS,. r y,r
(^?+rc My` ? t„`:. ? ? - ? . l r? ai? ?,t? *t'? r,:.r I{` ?'t??,e a ! a• > ,
`?.,v'?"t ? ? °+ ??-. `. _ r ;ter ,. ra°.r ?d{ ?S? I ? ? ? ?h?
?'. ? ?1? -r ? tr ?-' :t .rte ,r •n ::? rtr.',. F""r w?.. t j -"y"
N't
al. R' ? {'.f ? i _ ?? ' ? ? , . .?1 . ` ? ? ?' ?.......y.. ..M'r? _ 'Y l r?fT .. r ' ??``?'Sif (` I
STAGE IA - (GREYSTONE SUBDIVISION AREA) WFTLAND AND STREAM IMPACTS
Fi ure No. Im act No.** Permanent Impact Type linear feet" square feet**
IA Perennial Stream 365 1,135
SC-I 1 B Section 404 Forested Wetland N/A 91
IC Section 404 Forested Wetland N/A 153
2A Perennial Stream 366 1,274
SC-2 2B Section 404 Forested Wetland 2,617
2C Section 404 Forested Wetland 4,538
Total 731 9,808
** Based on final design (see Appendix B for plan dra?6ngs).
STAGE IB - 2-LANE ROADWAY: NC-SS TO GREYSTONE SUBDIVISON WETLAND AND STREAM
IMPACTS
Figure No. Permanent Impact Type linear teet* square feet*
SC-3 Perennial Stream 241 2,410
SC-4 Perennial Stream 361 3,610
SC-5 Perennial Stream 495 4,950
SC-6 Perennial Stream 200 2,000
WC-1 Section 404 Forested Wetland N/A 4,356
Total 1297 17,326
* Estimate based on preliminary design.
STAGE 2 - 4-LANE ROADWAY: NC-SS TO GREEN LEVEL CHURCH ROAD
WETLAND AND STREAM IMPACTS
Fi ure No. Permanent Impact Type linear feet*** square feet***
SC-I Perennial Stream 0 0
SC-2 Perennial Stream 0 0
SC-3 Perennial Stream 546 5,460
SC-4 Perennial Stream 84 840
SC-5 Perennial Stream 50 500
SC-6 Perennial Stream 60 600
SC-7 Perennial Stream 508 508
SC-8 Perennial Stream 136 136
WC-1 Section 404 Forested Wetland N/A 2,178
WC-2 Section 404 Forested Wetland N/A 9,583
WC-3 Section 404 Forested Wetland N/A 1,307
WC-4 Section 404. Forested Wetland N/A 871
WC-5 Section 404 Forested Wetland N/A 871
WC-6 Section 404 Forested Wetland N/A 2.614
WC-7 Section 404 Forested Wetland N/A 2.000
Total 1,384 27,468
*** Estimate based on preliminary design for the Stage 2 additional impacts.
Sheet 4 of'21
SUMMARY OF OVERALL WETLAND AND STREAM IMPACTS (ALL STAGES)
Project Stage
Stage I A Sta e I B Stage 2
Greystone
Subdivision 2-1,ane Road
(NC 55 to Greystone
Subdivision)* 4-Lane Road
(N('55 to Green
Level Chruch Road)*
Total*.
Permanent Section 404 Forested Wetlands (acre) 0.17 0.10 0.45 0.72
Impacts Perennial Streams (linear feet) 731 1 297 1,3214 3,412
Temporary Section 404 Forested Wetlands (acre) 0.00 To be determined (TBD) TBD TBD
Impacts Perennial Streams (linear feet) 0 TBD TBD TBD
Lsumate based on preliminary design.
Sheet 5 of 21
Z

'
`
]o
Me bf
,i
off ?
IR o

J

T

W
? 'FUTIIRE?"
OUTER LOOP
v!
i :E
4IW? ? ??. Z

K i
bo
R
6
I
h
g
cn
`f)
C
V:
N
O
i 1 a ? / l ? ?? S ?,?
i/ 3 SF y/ PROPOSED
CONSTRUJdiION i
P IA, WETLAND LIMITS/

N CHANNEL'/C
DOWNSTR
IMPROVEMENTS
r
? 1B ,
91 SF r,
- WETLAND

12'V x101 H RC
(GREEN Y UNDERF S

i

a
e
/r
i
i' <
10!
I ?
1 i
I
TOE
/ PROTECTION
TEMPORARY
SEDIMENT
BASIN
1 1 1
` I
CONSTORUCTIOI
H#20
STA. 42+68.55, 5? X18' RI LIMITS
i.L.LC. ' ` ?? \ 1 ' 1 1 1
709415 N? I I I
\ N6?? / / IMPROVEMENTS P Will
T/
SEE AL)
THIS SHEEEr ! I l
? I I

1A
1
135 SF
,
365 LF
CH

NOTES:
1. WETLANDS DELINEATED BY SBEC AND SURVEYED
BY WITHERS & RAVENEL, INC,
2. EXISTING TOPOGRAPHY TAKEN FROM SURVEY
BY WITHERS & RAVENEL, INC. WITH SUPPLEMENTAL
INFORMATION FROM LIDAR.
3. CULVERTS TO BE INSTALLED WITH INVERTS ONE
FOOT BELOW EXISTING STREAMBED, WITH A WEIR
STRUCTURE INSTALLED IN EASTERN CULVERT AT 3
ABOVE THE INVERT ELEVATION (1/2 PIPE) TO
PROVIDE PASSAGE FOR AQUATIC LIFE THROUGH
WESTERN CULVERT.
Nom; 5" O.e,ell Wel%ntle Impel Mp For Ane LocadW
\ t '
\ 4 I I I I 1 I
? ,? I I I / ? ? I ? i I I
GRAPHICAL SCALE
50' 2S 0 5
1 kYI1 r x%n
WITHERS &- RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
rn....... er. e.r.ere tr.r. ate r w.r.am .e w.,..+. ....M....?....
StaL;e I A -Final Design Drawin?"s
Sheet 7 ot•? I
W W W1
? v' W W W W
W W W '?
• W W W W W W W 1
• .y W W W 1
W W W ?' W W W W
' W W W W .yam
W W W W ?f/
W W ?' W W W
W W W
W
W yr W W
W
?' W '?' W W W W ./

f ? I

1. `?ra?R 1
I
1
1
1
1
I I
I II '.
r?
470E PTT
\SEE
2C
4,597

r?
I ? 48+I B-?T ?g°,?*T W W
?w `WT W W W W
vvt? I LAtvU . 1
•,U STREAAW;h``
1 ' \ \ IMPROVEMENTS, / .? (1\
?I/1. HOMES, L.L ?CHaNNE +\ \ W
PIN 07247717 I 1 ) `?
NOTES: I I 1 / l /
1. WETLANDS DELINEATED BY S&EC AND SURVEYED + I I /
BY WITHERS & RAVENEL.INC, 1
t. EXISTING TOPOGRAPHY TAKEN FROM SURVEY
BY WITHERS & RAVENEL. INC. WITH SUPPLEMENTAL
INFORMATION FROM LIDAFL
!. CULVERTS TO BE INSTALLED WITH INVERTS ONE GRAPHICAL SCALE
FOOT BELOW EXISTING STREAMBED, WITH A WEIR
STRUCTURE INSTALLED IN WESTERN CULVERT AT 50' 28 0 50'
2.75' ABOVE THE INVERT ELEVATION jv2 PIPE) TD I
PROVIDE PASSAGE FOR AQUATIC LIFE THROUGH
EASTERN CULVERT. I
.' See Over 11 W n M For Am 1 1,.-* „ 4fl A
WITHERS & RAVENEL
ENGINEERS 1 PLANNERlj 1 SIIRVEYORi
Stage IA - I"11181 Design DrawIII!'.S
r ??ans.onaa,ro?,..,,. r,.r„ . w. aopr.r•.,.rrwrr A.. u?
Street 8 ot'? 1
i

z=
j
B
r

P ' S
A
a; $ r C
T
sa
s ?o gs
Y t..u°'
-
r
°
u
. 5
g?q z e O
?
72

I ?? USE .'J.11
Ap?`j'p

Q
8 .\
\
W
tit; i

`)
CZ1

02?
LLJ
V)
O

LL.
Q2m

Q2Q
Q: LLJ ?

~W
?
3?0
Q G
LZ w

,f
G
c
u
?J
V
Cli

OW
u
V
u
1
CV
I -
c
G
C
H
ri
0
C
?J
V
i/:
CO
g
a=
U?
? g.
0
is
qE
N'
J
W
?N
0
W
z
Boa
oQti
x
Lo LLJ
1.5We?
O
m?mOV
JAW
Q2m
Z?Q
Q) L,)
j
W
Q2
LAJ
2 Li.
LAJT?
W
3?0
W ' Lu
2 Q- 0
1
's
N
4-.
O
J
7 CA
s
a

B IF
O 1=•CE
U
8 4E z ? /?
Y.NZ t
?Wy
W O
gig
?
?
p
Cr ? ? SE6
C

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

G
e ?
gdQ?
1l'C
jE66
E

V)
CA
C
3
L
L
C
a
N
'C7
C
cMC
W
cd
c

N
w
Q
N
J
s
s
?QW
2
LE J
JOu
4LL W
Qzm
2?x
L O j
Q2Q
Lu
~W
3?0
JOB
W?LAJ
W
vo

0 0
Uo ? f
F:
a
zs
n ? EinZ t
ca t
o u?
un
? i
C
? p
W {W?.!1 WW
59
O
f
i

e
5

o..w L rho
4
?ae

?Qo?tic l

tdabk

.3
L
C
N
N
C'v
:J
:D
vl
z
Quo
aQti
IOC
J98
W
?WW
O m
??Z
j U to
QOj
Q:
2 W
ti
?~W
3?0
4jaW
N
O
M
N
O
..C
ClJ
uS ?Ri
rt •S y
Y C
d 2doo?
1 o?V
?t
U
N^ ?O
yU
O
tl yW
?a]F Y
gW ? 585
i
a
coo..-? 1
ldabR
g
ati
cao.,?t l
oI ti
?U
j2
3r 2i
c°r
e?
°go?
.u
n zatT
oa ?
ee
WW
9 y
u
$85b?
a
;Z:
p
?aabt;
;g
pill
caa5t.
ido..wc .F
'l,
1I
b $:
u3 ?i
? s
tip,
W
W VyN
lit
W

Q Q
LLJ
44,,
Qom
z
2
j V cn
L O j
Q2Q
LLJ
3?0
LZ
°°mo
r.
:t)
3
m
t)

1.
f l
15
:J
f

Z
? t
ssi s 8
i?
,
x
i:
81, e
,I
j

4 ° R C
°
s
o
°8ae

?° nil G y
Xg ?Y? J i

LI
6 ?M
W

w ti ..urs t?

Y S Fa
YY1
1

ti?0

JO? x RG
?
w g:f 9
ki`q?

Lo
41 Zo

W ^.. i ti [ R

I
3 2
J O
? QD tbS L U3NS 3
r1S - 7- 3 3S
Mn N;)trn
>
?aW
wan '

t
2 Z 23 133HS 335 0
< < 1 1' a Y1 5 -C3 dN- 3Nn H71NN
I
? R 1
! < <1 i ?
Es ?1 o I c
y

VO 7 A I ` L
?ag-? / \ C N

0 oE?ci 00
R?_S e r L"

r 1\

m \ I m ?
1
? 1-Q
? I CA
1 ?
?

W ? /1
rr
i VJ
I I
I
` 1
y
W l I

1 1

/ I I
I\
I
/
/
96,

\
Q ? I
rOU ?
77
`
I
m --
J W W \
I
w
m \ 1
\
I
p
Q2 '
\
\ I
?I 1
/
U W /
/ I
I
I

2 L 133HS 33S MO M VI -C3dN- 3Nn HUM

LLJ
3?0

h ? W
2?0
W(1/
N?NNNN?NN,?iii /
F $.
u°E P1 f
1! r
g°8o!
.u
8 ?EN?s
o`
?_ Se
o L
u
rcf 7
W xr
6

fJ ?3HS 33S OD,, Y/S
'\ I F3dw_ A/7 HJ
1 1 nrl 1 -"A
1 1 ull I
\\\ I 1 xll I
\\ cI 1 xll 1
YII Ic
I 1 IIII 1
1 1 ul 1
\` 1 1 Xll I
1 1 nn ',?
\ ` I 1 Au
1 N11', 1
1 N {Y '
\r 1 '
ml I
In\ 1 ?fi'I 1
1 nl I
I 1, NII I
' + uu I
' 1 uu
I
? 1 1 1111 I
1 1 A11 I
1 Nil
I 1 YII '
1 1
1 nu 1
1 1 xu
1 '
1 N 11 I
1 1 MII
1 It
1 YII I
1 1 N11 I
' 1 N11 r
1 1 All I
1 1 NII I
{{{ 1 1 All I
1 1 M11
`\ I
\ ? i 1 All I
` 1 All Ii
\ l 1 1111 1
\ 1 All
\ \ \ 011111
? d'1 ; X111
\ VIII
\ 11
1 Y1111
\ \ 1 IIIII
\\ ? 1 XII I
`\ 1 XII 1
' 1 NII 1
1 I NII 1
\\\\ ; 1 YII 1
1 All l
1 1 nll I
\\` 1 1 NII
\ \ r 1 All
? 1 1 NII
l\ 1 nll
1? 1 X11 11
I 1 All 1
I 1 NII 1
\ Y M

cn
r
3
r
L
:C
r
C
:J
C.
N
"C7
as
rJ
N
rO
CJ
r?
I 1
11
1 A
\\ 1
1 xll \ \ 2
h O
`
I ? nn i\ Q
? Q W
1 x l l `\
r 1 YII I \\ 2 1F??I
?JJ
1 xu \
1 n
I
l L-W Q.
'
Ir
1 N \ \
ll mJ

\
aW2
1 xlr

11
I
1 xll /1 `\ -1 W

\
W
I
I
11 1 \ ¢Om
2 W
\
111 Y YIIf4
1 1 xll , \ ? \ ? ? Z
\ 2
1 Yii Il \\\ juIn
+4
1 1 urI 1 W
?cc
1 1 xll 1
I ? xIl I
i 1 Yrr I W
{? Z
W\
1 Ic
? 1 Yll I

?? Yrl
? W W

2
LLI 1+J
C,

?y1t Q
?
W
3W/7 NJ?.A W
?
3
0

?aW
2?0
t ci
24S
d ?? c
", Z E
R S?
7
W
< w?
O
N WWW
'? wN
y4
6
r
W
2
O
? J J
UO?
JWW.
Q2m
Z
Opp
Q362Q
L,
InW
?~W
3?0
O?
?W
2 ? O

c
3
0
1..
C
a.
N
'G
C
W
a
I {S ?•
Yg
$o ,f 8
W

Qo

•3 yj?

` ?Q V

C -
N Q2m
G N W
N ? Q 2 Q

m Z