20010456 Ver 1_Complete File_20010328

o 6u WA
T F9 pG Michael F. Easley
Governor
7 William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 22, 2001
Swain County
DWQ Project No. 010456
SR 1112 (Hightower Road)
APPROVAL of 401 Water Quality Certification
Mr. C.R. Styles, P.E., District Engineer
NCDOT
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions and those listed below, to impact 240
linear feet of unnamed tributaries to Wikle Branch, Wikle Branch and Licklog Creek in order to improve
SR 1112 (Hightower Road) in Swain County. The project should be constructed in accordance with your
application dated 14 March 2001 (received 28 March 2001). After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification No. 3289 corresponding to the
U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you should acquire any other
federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire with the accompanying 404 permit unless otherwise specified in the Water Quality
Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
. Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
File Copy
STArr
010456 ~._
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
March 14, 2001
Swain County
SR 1112
Mr. Steve Lund, NCDOT Coordinator
U. S. Army Corps of Engineers
Regulatory Branch
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Dear Mr. Lund:
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1112, Hightower Road in Swain County. In
order to construct this project in accordance with our current secondary road standards, and
due two the replacement/extension of one (1) pipe culvert in Licklog Creek (DEM Class C), the
replacement/extension of one (1) pipe culvert in Wikle Branch (DEM Class C), and due to the
rechannelization and the replacement /extension of three (3) pipe culverts in three unnamed
tributaries to Wikle Branch, we are requesting authorization under Section 404 of the Clean
Water Act.
I am sending a straight-line diagram with our proposed erosion control and construction
limits at various sites along this project. In addition, a typical section of the road, drawings for
pipe replacement/extensions in Licklog Creek, Wikle Branch and the channel change and pipe
replacement/extensions in the unnamed tributaries of Wikle Branch, general notes and
standards on erosion control measures, and a marked County Map are enclosed. We propose
to install the new culverts slightly below the existing stream bed elevation where bedrock is not
encountered to minimize impact to Wildlife habitat and allow the existing stream gradient to
remain as unchanged as physically possible.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized. rn
P.O. Box 250, Bryson City, NC 28713 Phone [phone] C r-n
rn
o --1
Mr. Steve Lund
Page 2
March 14, 2001
By copy of this letter I am asking Mr. Owen Anderson, Habitat Coordinator Western
Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide
permit request.
Also by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clear Water Act from Division of Water Quality. In addition, I am asking Mr. Anderson and
Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), to comment directly to me
concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
Your ruly,
0
C. tyles, P. E.
District Engineer
CRS:sd
atta.
cc: Mr. R. G. Watson, P. E., Division Engineer
Mr. Mark Davis, Division Environmental Officer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Owen Anderson, Habitat Coordinator W. Mtn. Dist., NCWRC
Mr. John Dorney, Water'Quality Certification Unit, DWQ
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DWQ ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) I
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1, NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT.
OWNER'S NAME: NC DOT - District Engineer: C R. Styles, P. E.
2. MAILING ADDRESS: P.O. Drawer 250
SUBDIVISION NAME: N/A
Bryson City STATE: NC ZIP CODE: 28713
CITY:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): 14; jn;'JPr kt +?? ny?? r? L_?._
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above # 1
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: NEAREST TOWN OR CITY: F?njfnr' c
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) S ICI I I-? i CI 4o + r` +l i+ <<_r? 1 h (- +, r +
6. IMPACTED OR NEAREST STREAM/RIVER: tiJ {': l a- Fx ayNc I^ ( Dcm GIr.sS c-
RIVERBASIN: {? ?? (E' ?CnneSS P? ?;?ri'{^ Coo _`.,h
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES E] NO (X IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES E] NO?
[c] IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? _
(a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES E] NO 0 IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES E) NO IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND:
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
&Jn/.r
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ I 60 FT AFTER: 160 FT
WIDTH BEFORE (based on normal high water contours): L4 FT
WIDTH AFTER: ' f FT
AVERAGE DEPTH BEFORE: ?) -I.-) FT AFTER: C'• FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: 6 0 PLACEMENT OF PIPE IN CHANNEL: 3
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8 '/2" BY 11" DRAWINGS
ONLY): To widen and pave SR it 17- to meet current NCDOT Standards by use of track hoes,
bulldozers, dump trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK:
Same as above in # 12
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
To gain the needed width to build SR 111 2_ to NCDOT Standards. All Channel changes will be
constructed in the dry. RRip-rap will only be used for bank stabilization. Alders, Red Maples
Black Walnuts Willows SycaMres Dogwoods etc will be re-established on the banks. All
pipe replacements will be placed slightly below the existing strearbed gradient so natural
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED
OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN
THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Handled by Corps
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Handled by Corps
17. DOES THE PROJEC VOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES V NO ? (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES [] NO EK'
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? N/A
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
[c] IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY?
Ri oral koodl and Raci denti?31
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
(g) SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
f r ?C
OWNER'S/A N 'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
as-'e ?.
. DATE

DBALD ?
. BALD
M
A
C
O
N
C
N AT 1 O
N A L
Creek
? 1131 ?
1132 1133
33 0 '

N.
1

r
0 Y>y PINACLE
KNOB

C

)fA.)V) \ Co, III?R dl?ower' 12rJ SV? f'1 ?2
J _,r` l i ?iJ f l
37
__.. r'- - r! ?- _ ``,--?\ '_ /'._ ?i `?'f, - rl `?\? ?J..? ,\\ ,? --' a .1~ 1?•?,•_ ?,`, rl Ifs i! ??
\ ; t - ?.\ _ :1? \? _ \ `, + ++ 111 // / • Need in
LR, IN.
-''• r 1 I ?\' `'' 1 1 ( ,i! ! ••, r ' i I '/j r ? ._` , r i - r, 1 r r ? ?,1' '? .
I i 'lr1 I _ r , I s1_- h . ,
N, rlqL
GaA
Copyright (C) 1997, Maptech, Inc.
SLo Co N?g?%fiowc- S? X112
SILT BASIN
TEMP SLOPE DRAIN
TEMP SILT DITCH -TSD-
EARTH EMBAN ANT
S I LT FENCE
FIBERGLASS ROOTING •=-- EGTRIP RAP

TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
17 March, 1992
z
'- ' ? II I I p f•b
- ? I I Imo- ?•' •-•
C4 w
I- °
ILL
y I- ------ i _-- ?"O
`? c• a, c 3 O F
co
?z I ? r?" ww
-{ X -
w <w _ i I C w?
E...< - C W ?i l i Z•l.
EL3
Z _ -i G I' i ..-Z
X? G © - U e I--
a?C W
LG A-3 o CO:
01) LS Li
v O-
_
N= C w
F?-- 0
.r,, C? f
F-}- - Q y N y Q Z
I I - <F < - - G- Q
s. c-
C W, CD
< G ri Z ?--
p ? _.
Z-`- <« V) <F --CLCi
¢Z C - <w<Oa. I L•
?- ©v?cn U-?--
c
f/]w .C]? ppC F© ZQ
copw jCW
¢ G<Lc. p0Zw O W
F V ?_ ZOpGGF r::.0'
Z C. w ? Z
O? wG-jZw ZEWjF O?CI
V) C.3
wC?coC?F?Fu r,^•Q ?
C]p O3 <Cc.?¢C(nCi,Z E
¢ Z ? O cn O Cr. 0 C G ?`
F V7 `^
;Z
Z C
18 March,1992
SILT BASIN TYPE-B:

A silt basin type-B is a temporarybasin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
Width - variable
Length - 2 times width
Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
23 March. 1992
pIN
? M
IN

a
0
0
-VA
a
h
7
m

Hill

` _
iI?111i

V; Nil
_
=
II
?- II
.M I

'r
'?'•
; (I I
a
r
; ? ? ,I I

•) j a.
J - a- I -
lp I
I I

fi

1 W
I
?
'
- $ llli?
VA
• , . -
N -

1
` -
•
t"?1
--? W
70
mm
O
C
w
J
w
m
W
Z z
C Q
m rZ
_1 C O
(n Z Z C
M v
O I?
Q
F-
,z

O, "
O
FNI E
%
N
;C
'Z
24
March,1992
ROCK PIPE INLET PROTECTION TYPE-A: Q a
°tio•?
withhe type lt-in
A rock pipe inlet protection type-A is a horseshoe shaped structure
sediment storage area around the outside perimeter of the
rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
stone to rock pipe
diameter where it is receiving flow from several directions. The
drainage
inlet protection utilizes class-B stone lined
sediment before it enters. They have a sediment storage
pipe structures by trapping
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
33 March, 1992
Q
w
n.
G 3
r .J?1
e ?
W
> -1 I
1 1
I
C
F
..] W
"] .' C Z A Z E- O
< F W O ? ,¢ W ?
NC]F°-O- aiO°"F% z
W <<UO `G7 <Ca %?fn W
C
O C W© C W O C F W W ?+-
FZC+-G E O.?Z C.? V
? A F O M/) O? ¢ OU Z W¢ O CL ?
N
< <ZCa. ¢UO f!I p? (n W
7 W W
%-
p C. O C4 U E- Z W
0 W N O .a W Z
E- Cn W F O W W Z F W C/) © m U
U C? U E- ] m < CL -j Z <
< N p %? F O W F ?-
O C- W
C+7 C U ,3 F F CC4 Z U F O W W
co F<ZZZ0 <O= GU
O W= O O O F O W ZO ... W
O F
Z m C!) U F U to Cn Ca C. U < O F
0
j
O
O
CD
J O
X
w
CL
I
LLJj
JCL,

Cl)
Ir
1 w
W
1 > 1 ,

w
O ?
?
r
N
J
C
Z U
a ?
J z °
CL N -
I ? I ?
Z w w O Z
a r'4 O
?i7Jy
w W
N Y!
v
O O
N N
' r
? r
o Z
O W
J i
LL.
O
W
N
Q
O
CD
W , ,
o L LJ
N c.n
J
T\ O
O
O
r
w
0
w
N
O
l; O
:w
--
,v

Q
W
O
Z
l r^
.y
cir
m
fp
U
W
CD z
0- o
W .z
Z On
LLI
EL C O
r?
U 1
O
Q
<T-
F-
(.0
O
h
34 March,1992
ROCK SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
Sediment control stone - # 5 or # 57 stone
Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
37 March, 1992
l
=s
C
N
4
O
W
c _.
O
0
W
7
CL.
0
r
.Z W W C F. Z
?C Z .-ZF G ¢?
G G F W Z p 0 G p Z C O
C, O F G W F J
En ZZF En O E-= L Ca.
W O G G W p W Z W U O p
U C © G J
p0G7pCW CC r Co w 4.
VF7 W C?.G C ZO CZ G?C
GC G Gz UCV) F-p 0-
-3 s CLO W E-•Z W Fi=W
F=WU WF_.0GCWZF-U3 W 0
UZ-3r-u y0 GFG,O_? W
CFp.-C ]C?V)p-7W GC,7FG?]GF
W toE- WF W"Z U (-
F < G C-Z,? G G
N Ufn0FU0??j?p ??
Z CL3 0
38
i•
. T
I
Y_
4
cO
O
3
L:1
Z >
r
? p
C
LL
1 G
N
X
C y..-
? W
o ?
N O
1 J r
Z I '? C V
? N
?J1J?
_ r
?. i r~?, N Lfl
?,L v
Lf ??
C
e?
s
W
S
O
N
i
6
v
Cr
z
w
/'W}u
V
J ??
=z
Of
i i
to I
O: I
l

f
% ? 1
Z: 7:
O, - O

i+ m

March, 1992
-5'wA? CO.
ROAD NAME G'.9s ?,. ,?.:=?-??i'? ?H?G I? -ro WER
,
S.R.
W 0 l . 9 9Z,:5r 7/
FROM ?.9. 13 3 330'To END PRvsE('-? -
ADDITION
IMPROVEMENT
TO BE PAVED
P POLES TO BE MOVED
T POLES TO PF_ MOVED
R W WIDTH
SCALE
DACE /'Z --Z-9
?'

v
I" =50'

1? .4- 5'

I'
5'-
3

•
'
.. .' ..... ................ .
.
Railroad ...
?.
C
c.:' Control of Access Line.'..........

Slope Stalte Dine .............. .. .. -
•
' .......... .
...•......... ' .
.
'
•
'
id ge?'•: ?
B -
: .
. :
.
.
.
.
'
r
'
:: .:: . ..
•, .' ..
Culver
_

' Wooa s .... ..... ............ .
'

lc . . . . . . . . .
'
Z'elzpholat nc:Z'ete?r,ctali lo
i 1: ? ki -o- 11' 1 t o t' ••0- 1
Tower Pole and Line... ...... .. , . -" -
Power Pole ::........... ........... _
.
.
' r--J????.?•
..
:..... . ....
senion Lime..:..:...:

ly(owiwv Limit' •. ........ ....... .

Guard Rail ..' ....:................'.. ,
:
• • •
-Line
S
-
i '""-='

. .........
.
.
:
ewer
tar}
.
San
'
' --=? •? t--
•.... '.:............
..' .:' .
Water Li n t : ': -
-
•
• _C_0-
? ..:....': ; ..
Gas Linn .'..
.......:.. •• t'ItU.I'C151:u f:;CIS't t?'G
Chain Litil: Fence•*...................
Woven Wire fence':. , , .'..:......... _
' ?
Reclcnc:radota ....' ..:.... . ... . .:...... ?•

TenlporLu v Silt Ditch :.• .............. -
-
't:.S;i a--- •t-5ra--
Te ni p o r,t ry 5 it c fe ii c: C .............

' Teniporary.Slope •DrIam .:. ; ......:.. • .. . (
?
r
Brush
• '

............'.
Silt Checl( Dam 'l?q)e A.....*
n
SUtCheclcDamType.B....,.•••••.•.••
Silt i3asin 'I?-pe.....: . ..:.. . .... ..'
.
Silc Bashi Type B ..•......•............ ._?. a
1111 '
lock SHE Clceclc Dana .................. a_
E?M*Lh I3ci'm .:. , ...........
`
- . • • • • • .• • . '?-?=m- • .
Temp,' Slone Ditch Check
nI nn , rl ?•,o
01

?+ y?'ck ? y ,E vE.e
y ,5'7D.?/>) E?l/ccitiJ" /?•V..U ' G+LE/J?V61? d!/r CUh'??? ?
VdT Td SC/ICE

f
V -A
1f",,?crs? v/= .I?is7?r.PB?--z? /1RF_?
/_ rvrGrw of -VIS7'1,W13E1) .4ifEA 2c
yl-
3 ?I?\ 6 /30810 R v

UsC ONLY
L?,/y (" r// ar` VIS 7'11,? BI- -D /1A
. ? • (5.13, ?_ l?
(S.?•ZR)
4 Ew67%U 41.' a?/S7'?/•fBEv AR?.Q-
5
ly---
0 .

-r -1

Ex?'sIV?G

?I
f_=
cr-
v
low

0

Pti
Ex
/D fOU

0
1
All
f
I
0'-3-
0

0
51
i
•I

18 Pte ?
• ? .x, .

v
I
v?
5 0,
Ex.' :,?G
I
30' •MP

P p eD
/(? ? /D X00
0
?Q t? .C v T vr?
1 v
I
0
. ?I
I
/S?oO
=-5 ol-?
v
f
QI
1
I
f8 ?" ,tiP
Ex?s :?G
I
5 0i
-j-
? f
L I /5 goo
0

IP$ e00 rv v
. 5 0, • B.ej/-sow C•'r?. ??? ,
EG•
,S fa..23 ? G/ = Z3 ,EGG
FieA.?cc .SNcd Ta 4
Ato?eot oF? w eye
0
ct:
Ll
5 0+-?- •
I Peen D
,Z4 f0O ,2l> fOO
O
-*=- 5
5V rw
i
o?
IAIC-
I ?/,5_Zg?35
?. I sfa 2L T W /.:??
O eve ear /o P.9s '?
• ? Fob re,,.,?y.Di??i?sc
EASe?t+r.?T, (Cl?ANAt/C?A??
y O
I ? t
.2(o fSS
3?• P
• ova--?`?
Lx?s NG
, I
I
O
50
wd?'?•?sl?7a B?
%2v G? c.?N ?Y
I
,25tcso ,Zs ?
. .3S' ` 40 ,sue ?v v
5 0-?
Z90 P1d--ppv7' ve??I"y
O
? i
?3a 33 ?3 O ?N ? P? 0 3G C T
?iv,7 P,eos?c r 33
,
I .
y ? O
I
I
O 3/ ?-g0
l
I
o
' ? ?--5 Or
/ S CAO I
30 ?Dd' 1 ? ? 30 ADD
sm # I
srA. Zt 90
IPANli S=
EC= > Go X 38 C?'?
SRI ///Z
C41 gcJ

V, VRA xb
'\S.,( tTbz,5
St?/itiN

A..
Z,C L? S; #
." re. 4
L,0 ''c 6-+?
_i 1 L! I I
I I I ! I I I I I I I
, I I I ! I I t l l l l 1 I
I I I i l l l l ? I
I I I I I I ?I ? -?_ I
-? ? I ICI i I -j-i
? ?_ I I I-I i _? I
'!'!_
j ! ?? I I I I I I I - I I I I I I I I I I I 1-t I ! ; _ I I 1 7 ! ? 1 I I I+I
'
I 1 I I I 1 I I 1 1 I I I I !_ I I 1 1 1 i t ? I ' I
' I 1 1!?
-- ' i I 1 1 1
, 1 I I I ! 1 1! I I I
, : ,!
, ' ? I;
I I 1 I
1 TLS
I I I ( I I I I I I
!( ' ; I ? I I I I
!_L
'-_ 5
II GI? ? ' ?
1 I I I I I I ! 1 I I _ ,

' 11 I I I I -1 , I I 1 I __ r 1 1 I I !
-rop..
l
r _ -

_ .
c
( ---
._-j_ - 1 1! 11 I! !
1! I ;
? I I I I
? i I 1 I
1 _ I I
' ' I' ?_
_!?
' I _
-'- --, -- I I I I I I I 1 1 I l l l i
I ?
I i? I i!
I I
1 1!
1
' 1 I I
I I I ? ?
I I ' I ? L
1 1 1 I I I I t 1 1 1 1 1'' 1 1 I I I
I _ 1
1 1 _ •
-
__
1' I I 1 1 1 I 1 1 1 1 1 1 V I I I I
I I I l i ?
I 1 1 1 1
I 1
' -?!
' '?-
?
'
' I I I I! i ' 1' I ? ? 1 1 I LL I 1 1 I i
I ?
_ _+--?•-;
r
--
}
-_ -• I I I I I I I I I 1 ! I I I -ji ?i I - 1; j 1 1 1 ? I I ! I ??? I '
?
.._- ?- --I i I
? I ? 1
i I I I 1 1 ! I I
1 I I I I I
, 1 I !
I I I I I i
1 I ?! I I! 1 ! I?
I 1 + , I I 1• I I
! I -LI .
? -._-??
_?-- ' I I I
I
- _
_
- I
f" i
!! 1
' _
11 1 1; 1 I I I I t
1
_.
-
_
-
; 1 1
{ _??
- I I I
1 1 1 l l I
I I I ! , I I
I l l 1 1 1
I I I f I 1
I 1
I L_ 1 I I I I,
i . I I I
I I I! I
I: t i i! I 1 1
? I
I
1 1 1 I I -_? I
1 ??-
I !
_
1
' I I
L
__
I
I I I I
I I I
1 1 1
I
I I I
I
I
I I I 1
1 1 1
1 1 1 1 1 1 1
1' 1 1 1
' I:! I
I t l I
I'
! I
_
_1
i-? ?, I I I I
1 I I I I
1 1 1
! 1 1 I I

1 1 I
I 1 1 1

I t! I I I I I I

I I! I I I I I!'

'?O I I
O
I' 1 I I
- I t l I I 1 I
' I I I Q
1 1 1
I -i
-- 1 I I I I I I I 11
I
1 1 I I
1 1 i 1
If !'

I I I! ,

1 1
I 1

I'
I I: 1 I i t I I 1 1 1 I I I I I I I I 1 1 I I I I I I i -
I I
?. I 1 I I I I I I I 11 I I _ I
! I t! I I I I I I I I 1 if
-
-

L F
.

- t
SITE V' 2
STA. AO t3,Z
MNZH SITE 3
F`?SIIr? > 30 x5? CMP
MOMSED >3G X58 cMP
- - I-
IPAve-
I
? •I I
I
o

16irJ4?;v
ecl. G'AS?o
NOS

1 I I
t I?
I
' 1 I
L.

?I I i
1

I I 1 ??

f-?
I I I?-?-'i-i-i
L

-
`

_
-
-

-'-
'

_"--•-- -
_
i
I , I l i l 1 1 1 1 1; 1 1 1 1 - I .
.-?--?-?_-
I -1 ? I
.
I
! L _11 i i
,
_ - ---•_ ,
,
- .-.._- , .
--._ -.__
-j - - :-L - - -' - -- - -

?
-
I 1 1
' L
L? t I
' 1 1 1 ..
Li-t._?
4
f/ L. ____.-• r
_-___•-__? I 1 ??
?
f
j -
_?
I /?
?
T
G
_-
_ - _-
_
- y
='p•I -t Q
?
_
}-i_I_T? ?` L- -?i `I ? `
-i-j j- I .J"?? -
Y, _.
L,
r
4 ?
C
]
I 1 I
L LLL

?` -1 , ---
' I I I I I _?
i 11 i i i
1 I
, '^f--?..? i •?-?__ I
I ?L
' - 1 ?? I
1 t
t
' ?':.? ? I I I
1 :
L L ?I f? I ..?-' -_{--
I
.... _. 11 -L
_ ! I
I I I
?Ll i
t 1
. -?-L _
Lti_
__! ! L _
_
?_ L _
i
! L?_.' G

rTl-ZJC?7` ?f
1-
-

??-' t I t I I I 11 I I I I??r'' I I I _? L__ ! _, ?_ ! I I 'L? Ir I , I _ ?? I----•-1--" ".
I i
-"-?_? I I 11 1 !^ ? '
I ! I ? ? I I { I' l l
-I 11 1 I I 1 I -. -1 ?
I I I -L i Lf --r-•' ?
I I? i'-? -_?- i.-, I I _
-I- -i?l 1 I ..._I? ;
' ' .-?-
1 --
?
' I
I? , I I
I
I I I I
, 1
_
I
I I I
I
_I I _ I

_

t
1

_

-- '

11 I I _ I I
'
I I _

1 I 1
1 I lift
_?
-
f"
_? I I I I -I r-I 1 1 Y i? I I
:U.
SCE # 3
STA. / 6 +8 S"
PR4Ni S12E I'
EXJ' > 31'X 18
FROFC;6ID >45'x tB"?
S/t
fre,rc? ti
e"p Cop,

? A.- / / / L-

Ge?s?
ei p C.,)
a)
L I I I I I I
j? j i I I I I Y{ I I
I I ? I I I: I I I i I I I 1
I! ?? I I I 1 I I
I I I I I I ?,
???? ? I 1 1 1
i!?
?
- I !
I I ?I 1 I
?
! I I l i 1 1 1 1 I?_! I l l l I 1 1 1 1 ! V I I I i t I I I I!? 1 1 I
?
1 ?i I j
I I i! I 1
i I
! I I
1 1
_
i 1 1 1 1 1 1 i l! I I I! 1 1! 1 1 1 1 1 1 I I I I l l i I I!! I I I I I I I

i i l i! 1 1
I I I I+ 1 I I I l i l l I i l I t l I I: ??? I ! I
! I
•-'Lli` 111111 Iliilll !III11 li 1: 111 1lll 11

I I It

I I 1 I

I I I I t

-? -

1 I i

1
! .

_ I _

I I I I
1! I I I
1 1 1 Nil
1 1
i _
1
!'
I 1 1 1 I I 1
_ ?- I I?

' 1 1 1
-' I I I I
._
-?-1 - I I!
I I
_ I I ! I I I 1 I ! I

? ? I I I I I I i
! I I!
' 1 I' 1 1
I? ! 1 i 1
I I i I I I I I
I I L I i I
I
I i7 -ti
t l l i!!
I i t
I l i I I I I
?? _?j 1_?I.I I?
? ?? I I I
I I 1 1 1
1
' I 1:
I-? I ? I
I I I I 1!
?. 1 i 1
I I I I
? ' i
I I I I I i L
1
? •.

1
' I I I I
I I 1 1 1
i I I !
I
i ? .1-.-

, 1
i y f't7 Via.
I? ?
I
I I ? _

-I , 1
I I t t I
-F-7? I I I I
? i t ' '-
y _

I-
'
-?--
--' I 1-

' .?1 I I

I

I ' I I I I

I i _

_.__. _

I 1 r

I 1 r.
T I I
? 1 -I I

-
? .?? ' I
i I
1
- I_? i ??
I
1 1
y I.1 ?._
_' i C`. !

' I 1 1 ?? I I I! I I
frL 11!-L! t
1- I ? ;
?
I ! I

1 1 1 I I ?' I i
1! I I 1 1? 1
1 I I I I

I
I I I L-L
1 1 I I I I' I I
I
i I
!
!
I I I I
I I I I
I '
i
- I I I 1 I
t I 1 I

i I I I i
! ' ! i
' I
11 _
T'?--

I I I I
! 1 I ! ! I
?
?I -

I I I
! i I
I 1 i ! I

1( =I
V I I I I t _
f I
_! ! I
?_
I!-
I I I I
I
T' i r: I I
I I 1 1
'1'- ?
I

! ?'
? I

, I I I I

I I

I I

I I I ' / I I
I
.I /

I
I I I
I I 1 I i i
I I I I! I I
I
1' ! I
i l

I

I{ I
t l l

I

I
I I

I
I 1 1 17 1 1 ! I' ? I _I I - i t
1
_
V I I I
I
?
! 1 i I I I I I A;1- 11 v ' ? I I

I I
1
I i t
i I
! 1(
t l l
I _
• I
! I ! 1 ! ! 1 I 1 1 !
I I I 1 I I I 1 ? 1 1 1 1 I I I 1 ! I
( I 1 1
I I 1 I I I
i I 1 I I I I I I
t I I I I ll I I I I ( I I I I _ !
-I I
r-I I I I I I
I 1 1 I
I I
I _ •
1 1
I 1
I I I I'
i I I I
1 L
1
;
1
. I
4 ? II I
1
I 1
i- L L
1
SIZE # 9-
STA. 24-4 z 5
II?Pi?i SIZE /'- Z"
E{LS= > -13' )e lb"
FMF= > J,5 , X l9"

?1 :-"4w- ! //
I
it.
sir
Fenn-c-
Siff
beak
Si%f sa
,?•P k
a?rr?

14,
?IP?AP
1-n l a;
ti

`L I I l l i l l
I ' I! l i 1 1(
l_
! I' 1 1 1 1 1 1 1 1
.. t i! I`I I 1 11 ???;
,-
1 I I L_ I -? - I _I _
1
I '.
I I
I I I 1 1 1 I
I
I I I I I - I_ I 1 1
1 1 1 1 1 1 I 1 I ! 1 1 I
I I I I l i ' I -
1 1 1 1 r I
I 1 1 I I
- 1
- I - I
_ i I l I I
,--I I I I I
- 1 1 I I 1!
i I - ? ! I
I I I l i l I I 1 -
I I I !
t ; I 1 1 1 I I i 1 I-
I 1 I
1 1 1 I I I I ?
-1 ; !
?; I I I_
? ? I I _- I
' _'_?-.--?--•- ? ,
-

'
I

•_ _ I'
•_-? ?-?
_? _'_ I
-1 I I t I 1
-=-I I 1 ?
I I -r j 1 I 1 I
I I
7 7
1 I i ?
I I I
I I!:-
I I I I
1 I 1

?_I
I
i I 1
_- i I I ,
I I I I
1
1
- I
?
I
= I -I
??'i•i I I
-
-
•

`, ; i
-- -
- -----I- --
T-7 1
I
L i i 1'y1_---1 I 1
?- - 1 I 1 .1 I
-' 1 - -
-- ---- -
- -
-- - - -,
- _-
-7-7
_ __ --- 1 ?- 1 I , I r 1 I 1 I I 1
I I j I I -

?
I ?
' I
?
-- I
_ 1 ? I I I I
-• ! -' I I;
-T --
,: i I I 1 1 ' I I I I (
I I L' I I!

i l l I- i ! I I 1
I I I I ? 1
I I I ?I ! I
I I I I I I I I I
I I
I
!?

_ I I
I t--'-
I I ??'-I
I 1 I 1 1 1 1
I l i 1 1 I
I 1-! L_LI
' 1 I , I ! I

I , 1 I I
I I I
I ', i i i I I I

I I ? i, I
I t s 1 1
1 1, I ! I I 1

I' I I 1 ''I I

I
__ . I I I I
--1--?-11 1 ? I I
I I t 1
I ? 1 1 1 1 I I I I
I 1 1 1 I I
1 I I
? I I
I I
I I I I 1 1 1 1
I i 1 I I t l l l
I I I
1 1-
' I l i i I' I
I I I I
I I
I I
--; 1 1 1 1 I I I 1 I I I I I I I I 1 1 1 1 1 1
I
l
l I I l i; l
1
1 1! l i : I I I I '
ICI I ELI 1
_ I I 1 1 1 I I I I I I I I I 1 1 t l
l
1 1 l
1 1 I
1 1! 1 1 1 1
1 1 1 I I I I I I I I I I I I i t L , 1 1 1 1 I
1 1 I I I
? ?
' 1 1 1, I I I I
, I 1 1 1 1 1 1 1 I I I I 1 1 .1 I I I 1 1 1 1 I I 1
I I I 1
_1 I I ?
.`_ 1
I 1 1 1 I
I I I
I I I I
I I I I
I I I
I I I I I I
I I I 1
1 I 1 1 1 1
1 I I I
' I I_ 1! 1
I , ,
--i I t 1 1
I ?
I I I I 1

I
I
I I 1 I

I
I I
I I I I
I I I I I
I I I
'" 1
L L, I
I
I I
I
I 1 I
1 I I I
I II I
I I I , I

1 44 -1 1 11 1
1
I
'
n 3
a z
srIE # s
STA. ZG S2
EPANCH S12E 2 "
E{LSIIl? > 3G"x SKI ?cxp
MOSED > 3G"X loo
L

EdG,A?llc-
A
.Sw,q,:?
,eol, - c?s?N ?3ied/ave
ryQ // U vI
-! I; LI ' I
. I 1 I
_T? I I
1 1 1! 1 1 1 1 pL" ,
I I I I
I I !
I I I
1! 1 1 1 1 1 I I I I' I i
1 1 1 1 1 1 I
( I' , I I
I I I I ! I I
I I I I I I ? i ? I i I I
I I 1 1 I t l
i 1 ' I I
I I I ? _ 11
I I I I I' I I! ? I I I I
??, I j i I I
I -- I I I
I I I !
i I 1 I I I i ? I
-I . I I I i _r-?-
I , I ?
,! L
11' I I I I ?-• ' I ! I I
; I I,
!
1 r
!! 1 I_ i _: i
I I I 1 I

?? I I?
T?
- I I 1 1 1
- i I I I I! I I l l l l l
i I
I L I
I I I I I
I, !' I I I
t
1 I I i I I
I!
_
I I i l l l' I ! 1 1 1 1 1 ! I I I I I I I I I I I l l l? l I I !?(-i I I I '
1' 1 1 ?, I I I ! 1 I . 1 - 1 1 1 I I I I I I I r
I I I I I 1 _ 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 I I ( I I I I I I I I I I I
' ? I I I I, I 1 1 I I ? !
• I I
---- i I I I I I I
I 1 I I I 1 I I! I I I I
! ? 1 I L I , I I
j I i I ? ' 1 1 1 1! 1
1 I ? I I I I i I I I I
1 I i ?
I I I 1I I
i I I J ; _-
?_--_?- _' I I
?? ' i l I I I I I I
i l l!! I I ! I I l i l
I I I
1 I I 1 1
1 1 1 t
' I l i l 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 I!! 1 ? i? I
I I
' I I I I ? ? I I
1 i

_
_... I! I
--, ! I I
_?_?I I I
I I I I
'
I I l l l l l l
1 I I I
I i
I I !
' I i
I
" 1
1
D _
D-i
1 ?i
?' 1
- I_
I I I I 1
• I I
-- -? i t
' I
I ?
i l l I l i l l l I I
I I I I I I I 1 1 1 1 1 1'
I I I ? ?? J',' '
?
I I I I I I _- I I I
I I l i l l l 1 i I
I I I I I
I'
'
I
?- ,
J I I ! I I I I I ! I I I 1 ? ?-? I ' ? ? !
I
I I?
- -- ,
.----=L-?
. ! I !
I I I I I I
??. , ,
1 I I 1 I I' I I
1

1 I I -- I I I!'
I I I I

? I I I ! ? ? 1
1 ! -?-

-`_ I , I I I I I? ?
I ! L.

I I 1 11 I I I
I I -

_ _! I I
?? T
I --

I 1 I
_-- I I I I ! I I I I I I I I I I I I I I I I ' I.
' 1 I I I I! 11 l i l I' I I 1 1 ' 1 1 I I I I I I I I I I I I I I !
I I I I I l i I I I I I 1 1 I I I ' I I I I I I I L I I I I I
-. _- I I I I I I I ! 1 1 1 1 I ! I I 1? 1 I I I 1 1 I{ I
L I t -
?
_.._- `L I I: 1 1 1 I I , I I L_! I I I? I I 1 1 ! 1 I ! 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 I I 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 I t ? I I I I I I
I
! I l I I I I I
I I I? 1 I I
I I
I I I I
I I I 11
1 i t
I
? I I
! I I
I
I 1 I
I I!,
I I
! I
T I

1 1
' I I I I I I I I I I I I I I I I I I I I 1 I I I '

- ; ' I
IIII
I I I
II I 1 I
111 I I I
111
1 I
11 I I
I I
1
I I
II I I
I I I
I I I I
111
I I I
I 1 ! I
ri I I ?
tll .
I' I I I I 1 1 1 I I I I I l i I I I
1 I I 1 1
I I I I I 1 1 f
I I I
, I
1 I I I 1 I I I I 1
I I I I I , 1 1
I I I I I , I I I

I I 1. LL L
II
II ,
I,
?
- I I ' I' I I I
STIE # rS'w?i;U C'o
STA.zG 4A0 >z8?-.?v
awaH SIZE .3 "
EU= >
Ch,4ne e
,,veo i°,ea/?
- S/opt'
12 z8><30
aeG e-oll'o We
Ste. ///2
,28?•oa z? 1 ? , .
r? L
,27t$o t I
?, v1
e
,27 GU i? ?1 V.?
.X 1 ? P,eoP
7473 ?2' '? 7E,tio
P,eo . ,SeG,
191P 1 1 I L I I - 1 I' 1 I I I I I??-i i I_LI I'! I ' ), .__ __ _L... I I 1 1 I }r
?LLI I l i I' I I I I I _:-__i - i- I -•--- ---? -L- --1--L _ _.... l 1 L:_I I yF.- ..---?-L-
-_- I j I y(?_ I I I I t I I I
I I I I I I I I I I I, I I I V I I I -I '_ I I `i-L__?_ 1-?I _' r I_ I -•-?-• -----.-__..
T'--
i, I I ; 11_ I _
--- -.- j I I 1_:-L_I ? i ?- I_;?%6????C ;? __??? .?_^r `- ? 1 -I I i iI?i_. -? __---? -r- -? I}?
- T I -I I I I I I
_
..__ I I I I I I ;-1 17 r1 1 L 1 1-_
! ELI ' ' ? _!_t_ ?o?? ?? _?I . .:P,(/?/2a.,r? -?{/-("?`/1y±? _.I.._;.? .? i_? =- - '•----?-i
,L?.'I ?.._' •1-Q,YY?!?'??9?fF-rC'?- ! .-? _.. ._..•.-- •- -1 __.
?,_ _-_L+_? I_? i I-__I 1 -1 1 I ! I !__' ?I L.L--•-_ _-. _' _ _1?,. --?- [,` ? -:_=1..'. ._?_y ,t-?-? "*".' ???. _.
--•-
- I l l i L 1" I I I -1 i 1 I I -I -L I ?_ I I 1 I_ 1:L/?? - ?_? -
-7
_..._ :.._L! ?L I I I I I 1 1 I l !_' _ I ! I I l l l i i_i ' I, 1 i I l i -
.?? I I I ' I I I I I I I l i -I L-I I?1- I I I I I I 7 11_1 11 I ?.It ?_'- ' (-----' -1
tiII
I I I 1 I 1 1 1 1 I l i " 1 ' ' I ' I I - 11 --
i I I I l i I i T?+? 1 1( I I -_??-?I I L j! I_?
I I ! I I I I I I I I? ?Ll._i?l i 1?' _I I I I I ' ???_
=1---
---, 1 I 1 1 I I I ? 1 1 1 1 1 1 1 I I I I I I I I! I I I I' I I (-?"-T- I?_ I I
' I I I I I I I I_
1 1 I 1' 1 1 1 -1 I _ 1 I 11 I _
I I 11 1 I I I 1 I ?_ I_ 1 I _ I _ ^-1 I 1
I I 1 { - 1_ - 1 1 1 .F-I
I I 1' 1 1 1 I 1 +__ -- ' _