20070798 Ver 1_More Info Received_20070610

N d ,.rru.~
~r µ ~~~
'y.an
.~~~.
STATE OF NORTH CAROLINA
NpS Y.? C, ~~
ari, ~H
R~'~c
DEPAR'TIVIENT OF TRANSPORTATION '~
MICHAEL F. EASLEY
GOVERNOR
July 10, 2007
Mr. Mike Parker
NCDWQ
2090 U.S. Highway 70
Swannanoa, NC 28778
LYNDO TIPPETT
SECRETARY
SUBJECT: Response to the Hold of § 401 Water Quality Certification requesting
more information. Henderson County, Replacement of Bridge Numbers
335 on SR 1238 over the Mud Creek. TIP No. B-3856, State Work Order
No. 82982301, WBS Element No. 33303.1.1, Division 14.
Dear Sir:
On May 9, 2007, the NCDOT requested a Nationwide Permit 23, 33 and 401 General
Certification numbers 3632 and 3634 for the subject project. The NCDOT is in receipt of
a letter from your office dated June 25, 2007, copy attached for your convenience, placing
the project on hold for the following reasons:
1. Please provide geomorphological data for the proposed stream mitigation areas as
well as the reference reach data.
2. Please provide a Sediment Transport Analysis for the reference reach and proposed
stream mitigation areas.
3. Please provide information on conservation easements or property access and/or
ownership of the stream mitigation sites.
4. Please provide planting densities and techniques for the project.
In response to item 1: As requested, NCDOT is providing the geomorphological
tables in the enclosed attachment.
In response to item 2: Per conversation between LeiLani Paugh (NCDOT) and Mike
Parker (NCDWQ), Sediment Transport Analysis is not performed on stream relocation
projects. The stream design is based on discharge information and the existing stream
geomorphology (See Attached).
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE.' WWW.DOH.DOT.STATE.NC.US RALEIGH NC 27699
RALEIGH NC 27699-1598

In response to item 3: The areas containing the stream mitigation sites are all
encompassed within NCDOT Right-of--Way.
In response to item 4: As requested, NCDOT is providing the planting densities and
techniques in the enclosed attachment.
We respectfully request that the "on hold" status be lifted and that we may proceed
under GC 3632 and 3634. If you have any questions or would like additional
information, please don't hesitate to contact Mr. Jason Dilday of my staff at (919) 715-
5535.
Sincerely,
i~
°'' Gregory .Thorpe`, Ph.D. ~~
Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
W/attachment
Mr. John Hennessy, NCDWQ
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Harold Draper, TVA
Mr. Clarence W. Coleman, P.E., FHWA
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J. B. Setzer, P.E. (Div. 14), Division Engineer
Mr. Mark Davis (Div. 14), DEO
W/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Ms. Natalie Lockhart, Project Planning Engineer
2

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
n :.......... ..c ai....._ n.._c~.
June 25, 2007
CERTIFIED MAIL
RETURN.RECEIPT REQUESTED 7006 3450 0002 7064 8020
Dr. Greg Thorpe, PhD
Planning and Environmental Branch
NC Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
RE ~1VE®
JUN 28 2001
DIVISION OF HIGHWAYS
PDEA•OFFICE OF NATURAL ENVIRC+NMENT
Subject: Proposed improvements to Bridge No. 335 NCSR 1238 (Pearl Lane) in Henderson County, Federal Aid Project No. BRZ-
1238(2), State Project No. 8.2982301, TIP B-3856.
Dear Dr. Thorpe:
The Division of Water Quality has reviewed your submittal fora 401 Water Quality Certification) for the aforementioned project.
Review of your application revealed it lacking necessary information required for making an informed permit decision. The permit
application was deficient in the following areas:
Onsite Stream Mitigation Plan
1. Please provide geomorphological data for the proposed stream rnitigation areas as well as the reference reach data. Data provided
in the June 18, 2007 e-mail is not sufficient. Also, no reference reach data has been provided.
2. Please provide a Sediment Transport Analysis for the reference reach and proposed stream mitigation areas.
3. Please provide information on conservation easements or property access and/or ownership of the stream mitigation sites.
4. Even though species information has been provided the planting plan is not detailed enough for approval. Please provide planting
densities and techniques for the project.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we are supplied the
necessary information. You have 21 days to respond in writing with the requested information or notification to this office that the
information is forthcoming. If, at the end of the 21 days, this office has not received this information in writing, we will assume you
are withdrawing your application and it will be returned. Furthermore, until the information is received by the NC Division of Water
Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on hold.
If you have any questions or require additional information, please contact Mr. Mike Parker at [phone].
Sincerely,
n ~~~'
J+-~ Coleen H. Sullins, Director
0 Division of Water Quality
cc: David Baker, US Army Corps of Engineers, Asheville Field Office
Jason L. Dilday, NCDOT Natural Environment Unit
Mark Davis, Division 14 Environmental Officer
Transportation Permitting Unit
Mike Parker, DWQ Asheville Regional Office
~`.c -
No~`hCarolina
~atrrra!!y
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer

Variables Existin Channel Pro osed Reach USGS Station Reference Reach
1. Stream t e G4 E4b N/A Existin channel
2. Draina a area D.A. 0.07 mil 47ac. 0.07 mil 47ac. used to
3. Bankfull width bkf 5.6 ft. 6.0 ft. determine
4. Bankfull mean de th dbkf 0.70 ft. 0.67 ft. bankfull
5. Width/de th ratio Wbkf/dbkf 8.0 9.0 characteristics
6. Bankfull cross-sectional area Abkf 3.9 ft.Z 4.0 ft.z
7. Bankfull mean veloci Vbkf 3.6 ft/s 3.5 ft/s
8. Bankfull dischar a Qbkf 14.0 cfs 14.0 cfs
9. Bankfull max depth (dmbkf) 1.1 ft. 1.0 ft.
10. Width of flood rone area W a 9.0 ft. 18 ft.
11. Entrenchment ratio a/Wbkf 1.6 3.0
12. Meander len th Lm _ _
13. Ratio of meander length to bankfull width
Lm/W bkf - _
14. Radius of curvature R~ _ _
15. Ratio of radius of curvature to bankfull
width R~Wbkf - _
16. Belt width Wbit _
17. Meander width ratio Wblt/Wbkf - _
18. Sinuosity (stream length/valley length)
K 1..01 1.01
19. Valle Slo a VS _ _
20. Avera a slo a CS .022 .022
21. Pool sloe _ _
22. Ratio of ool slo a to avers a slo e - _
23. Maximum ool de th d max - _
24. Ratio of pool depth to average bankfull
de th d /dbkf - _
25. Pool width W _ __
26. Ratio of ool width to bankfull width _ _
27. Pool to ool s acin _ _
28. Ratio of pool to pool spacing to bankfull
width - _
29. Ratio of lowest bank height to bankfull
hei ht or max bankfull de th (BHb„ldmbxr - _
NA TUR,4L CHANNEL DESIGN DATA
MORPHOLOGICAL MEASUREMENT
TABLE
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT: 33303.1.1 (B-3856)
BRIDGE NO. 335 OVER MUD CREEK
SITE: 1, UT to Mud Creek
Station 11+35 -L- Lt. to Station 13+45 -L- Lt.
July 3, 2007
SHEET OF

STATE OF NORTH CAROLINA SU '~~a~~ ~f-r~t+,^ .fit t'~- PROJECT ~ "38-5
DEPARTMENT OF TRANSPORTATION ~~~,~,'o~ f~i'+~GI-•s-~c.~S ~~~sQ t-,
DIVISION OF HIGHWAYS T COUNTY
HIGHWAY BUILDING PREPARED BY '~'M~ DATE D ~ STATION
P, O. BOX 252D1
_EIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_
' ' I . ~

-
IF

-r-- ---
'
~ ~
--

I '
-- - - ~
~
-•--

~
I--- -- -
~
~
~-.
-

~---- ( ~
~

- --- -
~ i
~

- I I
~ _

-

, ' 1

-
i
---
r

~

_

f

i

i
----~-- ---=-t---- ----

_,
~(/~~
-- ----_ ~_~_~__ ^ _~--_
_ ~ _ ~ ~__ ~a
-- -~- - ,-- '- -- --~--

~ _1-
~rr ~
T t--

----_
Q~ ~ f
--

s
- -

,

-...

I -, --- - -
11

i

.~_-~_

I
~ i ~ i

j

I
- -- -

_

-

_

7
-- -

-
-

~

--t-------

~

---.

,

_

~

_
-
._

-- --

I -- - -- --
I
_ ~ ..
._ ~ ~~ i ~
i ~ I _

~ ~ ~ ~ I j ~ I 1 I
i
'
I I

' ~ ~
i
I I i I

- ~ ~ ~ ~

-~--;--

s~ I
111~~~
_~_.
~ I

~
...

~ 1

i- '

--~---
~____~ 1.___
('----- ~

i
~___t~ ---

~

-

--

~-
__

--
----
- -,-- ~ x
(I~,/

_
~
1
I
--~---~---- , __ -
~_~

--

--~_ t----~
~

_ _
G

_

.
~~

_
i

-
I

,

-

.

---

- __ -:---a--_, I _ _~--~
- , , - - r
~_; ~ , _:__
-J---~
~
~
~
_ ~

'
T
--- --- ,
~
I
- ,

~

-

~
-

.
---
_ ~~u ll
~
~ ~~c ,~
' ~ _ ~ I I _ i °~S'°

' e '_

~
---

_~I I- ;
~ I I i
_

i
--~---I-

-~
-
~ -- ~~

_

I

-_
~ ---
-_ !7~
--~

~
_

-_
-{

-r-i

~
---'---~ -

I
I

~ ~

~
---

~

___._
~ ~ - ~

---~ ; -

---~ ~ ~-
I
---r
I
_ _

..
-

_{~_ i
--~-
I

_
---~

-
-----

.-

--
- -- -

-- --

- I-

1
~
0
' ~ I
2. ~~ -- ~ , - ' - ,
- ~ ~ -- ' I
-~--~-- -' ' _'

~

~
~ - , -
_ _

--- ,
-- ~
_
~
I i ~ e;
2 i
s~
~ _
-- ~

_ ~
i --

- - -t
J ~ , -

---r-

--
~ , ~ 1

~-- -}- 1-
- ~

- -- i ~
' -C-- ;
~ ~
-
~ _
--j-

~

-

Variables Existin Channel Pro osed Reach USGS Station Reference Reach
1. Stream t e G4 E4b N/A Existin channel
2. Draina a area D.A. 0.16 mil 100 ac. 0.16 mil 100ac. used to
3. Bankfull width Wbkf 6.3 ft. 7.0 ft. determine
4. Bankfull mean de th dbkf 0.79 ft. 0.71 ft. bankfull
5. Width/de th ratio Wbkf/dbkf 8.0 9.8 characteristics
6. Bankfull cross-sectional area Abkf 5.0 ft.Z 5.0 ft.2
7. Bankfull mean veloci Vbkf 4.0 ftls 4.0 ft/s
8. Bankfull dischar a Qbkf 20.0 cfs 20.0 cfs
9. Bankfull max de th dmbkr 1.2 ft. 1.0 ft.
10. Width of flood cone area W a 10.0 ft. 19.0 ft.
11. Entrenchment ratio a/Wbkf 1.6 2.7
12. Meander len th Lm _ _
13. Ratio of meander length to bankfull width
Lm/W bkf - _
14. Radius of curvature R~ _ _
15. Ratio of radius of curvature to bankfull
width R~V1/bkf - _
16. Belt width Wbif _ _
17. Meander width ratio Wblt/Wbkf - -
18. Sinuosity (stream length/valley length)
K 1.02 1.02
19. Valle Slo a VS _ _
20. Avera a slo a CS .0193 ft/ft .0193 ft/ft
21. Pool sloe _ _
22. Ratio of ool slo a to avera a slo e - _
23. Maximum ool de th d max - -
24. Ratio of pool depth to average bankfull
de th d /dbkf - _
25. Pool width W _ _
26. Ratio of ool width to bankfull width _ _
27. Pool to ool s acin _ _
28. Ratio of pool to pool spacing to bankfull
width - _
29. Ratio of lowest bank height to bankfull
hei ht or max bankfull de th (BHb,./dmbk() - _
NA TUR4L CHANNEL DESIGN DATA
MORPHOLOGICAL MEASUREMENT
TABLE
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT: 33303.1.1 (B-3856)
BRIDGE NO. 335 OVER MUD CREEK
SITE: 3, UT to Mud Creek
Station 13+85 -L- Rt. to Station 15+65 -L- Rt.
July 3, 2007
SHEET OF

STATE OF NORTH CAROLINA sUB.IECT .~~ S S~i"~t' 1~1^ V1 T c' PROJECT ~ ~ .~~~~
DEPARTMENT OF TRANSPORTATION ~~~UCin' ~~~ ~~w1~S~7wt ~-I~~•Pn~$av~
DIVISION OF HIGHWAYS -~ ~yy~J COUNTY
HIGHWAY BUILDING PREPARED BY S~~ DATE ~ STATION
P, O. BOX 252D1
,EIGH, NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_
;, I
j i ~ ~
~~_ ..
-- i ,....._ ~ -

'

~ I _ ~. '

I
I

'
I

__
F --
~ ~ -
i I
--
;

~ _~

_

J

,
I ~
~

_

~

-
! ~ ~

.I-
-~-

I
~

I
---L
~

~

T

_

j

~
I

j
---

I --

i

--

-

--

~-

j

~

-

_

,, ~
~-~C__._ V~.

1
~' L i-- ~ p• ~
--; - -
,~I b B -~.

'~ i
__ ~ ~
!
I

~ I
~ _ p, ~- a
- ~-T--- -- --
~ Dry u~ 5 r _ a ~
--;---~---~ _P-~
~
I

-
~
---

~

, ~
llo.~

T
i
;

i

---~ -
~ ~
~ ~ -:--

~

--

'

--
~
--

..
---

- ;

-
I

~

~
~

-

-
-

--
I
~
i -

i

-

1_

- i .-~- I
~
~ i
i. - ~ i-r
I
---
a
r---
f
-~
-
--
---
-
--
~
__ ~

r..
~ i
.I-~_-.. ~ - -
~:.~- j ~
-
i i , , ~ _ _
i
~ ~

_
1- __ __ . ~- _ ._
ti
~ a ~-
I ~~

__.._..

-~- _~-

i. _

~ ~- _
I .

~

~

1

-

__

I

~ -

~~

~
__T ---

_

__
.-..~ --

____ ---

~

- --_

I

a
._
I ,
-:__ .

-~--~-- _ _
-~~-a
~

'-~-_ -

--~--~ --~

r _

~

------; -1 ~
~

~-~- - ~-~ -

- ~

; --

~

~- }--

~

~

I

--

-
(~
I ~

r _
_
i

-

~-.
_-

i
j
~~~~~I~
-:

~- ' _
I -~---~-__-I
__ t.i~~

~

~ i ~' 'I
_ ~ I f

~--~-

;

I
.Z~ -

~

_ ,-

-
~
.___i. i I _._ ~

~

,

.__..._
~ ~

-I

I

. _ I -

1 ;

_~
_T_
1
j f

,

~

t

~ LL~,

-; - ___

--
I
~
~ I _ ~ ~ _ ~ I ~
i
~ -1

c~ ~ ~- C~'
~ ---

!
I
~n
i --~
~' i
a+~~
~ ~ --
r
~
~
o

J
-i

i ~ -; -- --;
-i

--
---..
,

5~,
~_
i ~ ~

' ~
-

-

I j

~. ~

I

I

.

-
i
--
~
;
~
,
y i

I

'
~

, ~

- ~ I

! ~

____

u
---.i

~ 1
---

3

"
- -

-{--~-- --I--- -

~ -- --
2~f

~ i
c~ I I

~- i_
~;

~
i

T
I

~-- f;
~

---~

'- ~

-~
---a-

-

d
z i I ~
~ aJ I '~ G
I I = Z' y
a a~
~, z
o a~
g i~ zf
~ a ~~
~~~~~~ a~
~ ~, ~3 wa
~~ a
4;
~~
~J
p4
~i 6
/ k~
y14
W LL
~s "~

~~
PS
.-~
Wmp
6
~~
>i \ 3 ~
~ ~~` ~ i ~
j
/ o
m \ \ s~, ~
\~\ / / ~ ~ T, , ~a~o
~4 ~ ~
~ v,~ ~ ' . ~
\~ ~ ~/ _~
J' ~ r r~~
~5 u .
~~ 6 /~ yV~'~~ ~
// /~. _,. {, 4 i
~,.
~ ~`~ r` ,
1 ~ /
~~ ~
i~ / / ~ ,L'
~~
~~•- ~~~
~ i / `~.6 ~ 0.l i
~ Q S
~ 1
`~
,~ ~ V I
~'t~ ~~~
i~\~\~~
a o° u
° {~
~ ~ w
y~ ~ ~Q ~ o°~ oA\~
°u ~" ~f~
C] ~~ \`~\
J H \~
~~" ~ \,
w

~=
;1
~a.J
W
m~
O j=°d
Nd~
W~
~ ~~ ~ ~; ~
q ~o ~~ yW
:1 ~r ~~~
~~ « g
y
N
F
.Z
'L
~jp+~~ /+
`T Q" /
~~'~ '
i i ~/ i~la
~~~ ~ ~:',
I
,,~:
I 1
~I /
' a:4 ~
HTR
~Lr-~
~ ~~
~ ~W
~ r 20
~ ~~~ ~~ ~
/~ ` HTR
~~` ~
N
a
,~'
bb/L1/B __________________________________________________________________________________________________
~r~sa~zt,vrs; =~-~v c~ta~~t
----Y.IT-~`' ZY3~9AF7ZTISeL3D-~J'{{t~[I~ISII~7P-T~ ~9-'.I7-W'DOi~~I~.IS'~ IP.TV~ ]O-.IHJIr~~JHII3~'~~'BL~iIt~V~~~'JIZT-~95~'QSd
------- ~c~nrav~~--~r~ava-ua s~tr ~anaar a~~ra~~ara4 ~ra~tr-qua-avaf ~a-ra~a~-~aactt3~-~u6r~al~tar ~va~-a~~t~r-~a=s~--t
srio~
. ~.
~,
- ,. -
;. ,I' ~ ~
1
I, ~/ ~ ~I~
i I 9 ~ 61
{~ ~ I I 6 / I1
\ ~_ L II
a \ \ "~I 1
~ - ~ II
_ I
~ ~ ~ ~4Ij~
~ ~ k m B I I I
4 ~~ 1
O
Op
a
~;
~~h ~
~~~~~
~ h
~ ~ ~ ~
y
~ ~~~-~
ag ~ a a,
o „~,o~
1
a~'~~~~~
~~~~yy~~
h N h1_V h_ `~'.
W W
~ U
s
'°
~G ~
5
€

~` N~ ~
a 9
~ ` ~
~
~

Q
W
W ° j
t
- Q
1
-
03 03 ~~
• ~
~ O
W W
O O aU~
F- „
~y
W~ °- ~
w- +
o
N

s .}
,qva,[ row 4 s,
i
~~~=~ ,`
J
~~
O ~~
d~
'~ t
~~
1 \I I III a_I 1 \ I oRnw r~~o -
I I I i I 1 wo sTeRS " -
-~-- --T- --T\ _ x
~ _ ~ I HTR \ \ yl~~ Ih \ 1
\ \ _ _ \ \ ~ J~ ~ t" I \ \ `k
\ 1 \ \ a { WI \~\
\ ! I \`~ \
\ .-
a f7 ~ \
\\ \ ~
F'' -F- \ \
V ~ \\~ //
~ O ~ \ \\ \
~~ a ~ I jy ~%
o~ a ti ~~ / ~
,i
' /~/~~~
rs,~i i
~~
R~
1~
N
;,.
i~ g
O !~
~~~
~~
u
~ ~ Z
~ ~ ~~
r~
1 71 _ _
1
1 ~
~
ti
1
I ~
I ~ ~
~, ll
. I ~t
~,
~
I
I ~~
~

1
~~ e
5~5
~II
- p~ U
I. ~
` ~
1 ~
I I
n~ 11 li
------------ ~ 1 I
/ ~ _ ~
/ -~\ is cv_ - t
/ / ~ - - -
1 _~ 1
1 I\ ~ ~ ~ I
\ _ l
~~ °4
04 ~
u 2 ~'
~ Sm ~
0 0 _
~ ? 1
o`~ ~
J Q
_<o
Q h
r
J~ 1
u l
W 7
N y
u `

u
¢
NLL d
^~
t
\Q
J J•
~O
_
Q ~
O
Z
Z

O u~ ~ Y

• 5~
~
'FT
rc $I~
~
d 0 0

~ ^~
~' .. rc
~
4 ~~~ „$
+ ~

q z
^ r
"mod ~1
I
a
LL O - `
I ~ ~ ~ ~ ~ N
<!
% ~mn ~O
J
4 ~ ,~
«
a +^
riY

~ ~k

N ` l
-I r
6
.~

u t r b
ANN +
~` r
mu 1
0
Q~
o
am.
H
`~
~
J ~``
\ Y
u6P'b04sd-fiF~`9S gyE..9\
6Z'b~
~c na aF
90 Z-A'

~_ ~~

~a ~Z
z
~~
~~ z

~
a

o
~s ~
~a
Z
JQ
Zd
~ Z ~P1~.aaa c~
q > ~ a
F
~ ~
m ~ m
<3 OS
zs ..1x
as
~ ~W .. a

_~
L~
~" ~l
H~
A+
O `~
ti
ti~~
UOo
Ohs,
~~z
~~
~~
H~
~ i
~i

0
~1-~
0 0
II II
~ N
~ ~
II
1
I
~ o 0
~ N ~
\\
~ \\
II II
m Q

/
~
/ Q
/ ~
~ m

/ ~
I ,
o~
ZI
~
~
c~ i ~
ry'
aJ
j I
I
Z
I
~, .~ ~a
ti 11 t~ to 1r
/'~
11
~ a M
Y• r -
~~

q 1~ It ,+ ,, ty

,n
N ~ N ~ ~` ~
O
~O

II ~
~ ,, ~~
~ i.n ~ ~
~ ~' C~1 ~ 1~
v,
~
=
1
-
0 ~
?~ a
w
~ ~
m ~

z

x o
W
\ W _ t
I) ~
~~ o
\ ~
~ 0
~ `~ ~+

I ~

~
.,x ~
~,
o
~~ ~
~= .E NO
~ s. M~ c~+

`' t4 11 to ~ N

i
~ ` ct' ~
'~
3
~ ~I
~ m 3 0
~ `L O
~
• ~c~s ~~
ry ~+Q ~
y; Q
~~
~~% ~ Zo
~~~
c~ 3 p
l F
~~
O~
N
Z
Z
OC J
m
W W
oC ~
O "'
V~

N ~- s ~- N
it 11 Jh ~1 i1
Q Q ~ 4
~-
`~

t J
S ~- } Nl~
~..~

. 1 9 i ~
7N 5n al it is
> ~~~yn
a
~`.

It ~ ~
~~~ can ~ ~ ~
~ ~!
~1
f~--
~
1~ It
/t 11 ,~
rJ 1n ~' ~n n
~" ~'i
~, o
W "'
A~
o~
h
~~~
~o~
ti
o~z
~+
h~
~ ~
(Y1
.~
~- ~a~t ~,
., a "
~ s~
3~~, ~~ t~
~~ ~_ ^ ~ rL
? ~ i'~ n l
~~ A ~
~~ ~ ~ \ ~ J
~ ~ 3 00 H
I u- W
~l ~ ~
~ ~ W
ji V ~
~~
cal ~
~~
QI
zl
~ ~
I ~ ;O m ~
I"' Q
m t^ W
I ~; ~
I ~
\ ~ z
\ ~
w
\~
I

i
'/

J I ~ ~

~ o O
~ ~' ~'
I
~

~ I
W II
r- II
N
I
cn ~ ~
O
I
o I
~
~ I
I O

I ~ $ ~~
~
O ~
cn '- O
i
II
II ~
m p m
/LI/8 I
utip•u.ap-wapa a75
0
a~
a
~°o
a+
O~
N
oC 0
N O
~+
z~
N_
N
O~
~o
z~
0
~~
W
~°
H C
LIQS.~
H ~
z~
\u
SO

~~
N F-~
~g~ o~-~
o H ~ ~'
~ d
e g ~ v~ u~ ~1 ~ F
~ ~
~ H~
. aO, ~ ~ W<
~ o°a ~ ~ ~ W
t ~ ~ o ~~
c ~ O ~-1 ~ ~ ~ ~ ~ ~ 5
e
p~ e [..~ Pi ~ ~ M M 1 I 1 1 w
H H ~ ~ ~ N N ~ ~ ~ ~ ~ O
x
Q Q W
~ ~ ~ ~ ~ O ~ 3 °o o° A A
M N ~O a
~+ ?• Z ~ ~ O O W O z
~ ~ ~ ~ q a ~ A
~ ~ ~ ~ ~ ~
a ~]
w ~ Fri ~ ~ ~ s
w~~o~ o ~ ~
t~ ~ ~ +~ ~ ~
ty] ~ ~ °~
c z c~ ~
Q ~ H E''
~ Z H Z ~ ~ ~ Z
oG O ~ O ~ ~ 04 ~ O Ox ~ O
~ ~ N a ~~ ~ ~ ~ ~ ~ ~
~ ~ ,~ w W „ ~ v~ ~ ~ ~, m
A ~
C7 O O
~ ~ ~ O
w U ~ ~ p~"i,, U ~
a
''' ~ ~ o o N v`~i n n n
M M N N N N
~ ~ N ~ ~_ ~ ~
w CJ~.~ ~
~~ ~~ °z~ ^
^ ^ ^
!~
~ ~ a
~ ~ ~ ~_
A `~ ~
~ ~~
~. ~
a ~ ~.~ ~ _ ~~ ~ ~ ~ ~~ ~ ~ s ~~
H a ~ ~~ ~.~ ~~ ~~~ ~~ gg
~ ~ s ~ ~ e
~ ~ ~~ ~~~ ~
A~ ~ ~ ~ ~
w ~~~ ~~~
A
z o
~ ~ ~ o
'(/~~ ~ a
r~ z i
r~
W ~ n
A ~_^ o in
N xu W
Y
Q F
~A• • H
W
~ ~
J da
\ / = a
~ J Z
Q ~
'- Z = ~
y o w
a ~ ~ ~ >_
W Q ~ a °~
~ > m ~ J mN
(((~~~]]] ~ o m
J ~ z uw ~ o y \ o ~ ax
~w ~
Q Q U _ ~ ~ ~ N
Q 4 U O J ~W Z
N m G ~ F~ ~
- _ „ N O
_- / N 2 J