20070474 Ver 1_Application_20070312

,. ~ as SLgpo~
y>ro' ° `a.
c~ _
'awn d' ,~~~y~~ /~
STATE OF NORTH CAROLINA ~~~r~ y~, ~ /`~ h ~~U~
~,,,. ~
DEPAR'I1V~NT OF 'I~ANSPORTATION s'':'~~,N q ~; ~ r
MIQ-GAEL F. EASLEY LYNDO TIPPE'I~I'gNC,~~
GOVERNOR SEQtETARY
March 14, 2007
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTENTION: Mr. Steve Lund
NCDOT Coordinator
00474
SUBJECT: Nationwide Permit 23 and 33 Applications for the proposed
replacement of Bridge No. 70 on SR 1331 (Little River Church
Road) over Grassy Creek, in Alexander County. Federal Aid
Project No. BRZ-1331(9), State Project No. 8.2780801, WBS
Element 33373.1.1, TIP No. B-4005, in Division 12.
Dear Sir:
Please find enclosed a copy of the Pre-Construction Notification, permit drawings, 1/2
size plans and Categorical Exclusion for the above referenced project. The North
Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 70 on
the same alignment with a new 122 feet long single span bridge. The construction of the
new bridge will result in 0.10 acre of permanent impacts and 0.04 acre of temporary
impacts to surface waters for construction of temporary causeways. Traffic will be
maintained on an offsite detour until the new bridge is constructed. The bridge is
currently closed after NCDOT personnel determined further deterioration had weakened
the structure to an unsafe condition.
Impacts to Waters of the United States
The water resource impacted for project B-4005 is Grassy Creek, which is located in the
Catawba River Basin, Subbasin 03-07-32. The North Carolina Division of Water Quality
(DWQ) classifies Grassy Creek as "Class C" stream and is located in Hydrological
Cataloging Unit 03050101. There are no Outstanding Resource Waters (ORW), High
Quality Waters (HQW), WS-I, WS-II, or watershed Critical Area (CA), within 1 mile
upstream or downstream of the project study area. Grassy Creek is not included on
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548

DWQ's 303d list of impaired waters nor does the project drain to a 303(d) stream within
a mile from the project. There are no jurisdictional wetlands in the project area.
Permanent Impacts: There will be 0.01 acre of permanent impacts to surface waters
resulting from bank stabilization of a drainage ditch entering Grassy Creek to the north of
the bridge and the filling of a scourhole at the base of the ditch with riprap.
Temporary Impacts: Temporary causeways will utilized for the removal of two interior
bents located at the waters edge on both banks resulting in 0.04 acre of temporary
construction impacts. The permit drawings depict the temporary surface water impacts as
extending from the left bank across to the right bank; however, Grassy Creek will never
be obstructed more than half its width during the bent removal process.
Utilities:
There are no impacts to jurisdictional resources due to utilities for this project.
Bridge Demolition
The existing bridge is a three-span structure with an overall length of 106 feet, and a clear
roadway width of 24.5 feet. It was constructed in 1949. The bridge consists of a timber
deck with an asphalt surface on a steel girder/stringer/floor beam system. The end bents
consist of timber caps and piles while the interior bents are timber caps and posts with
concrete sills. Bridge No. 70 is structurally deficient and according to federal guidelines
is considered to be functionally obsolete. Best Management Practices for Bridge
Demolition and Removal will be implemented; however, there is potential for bridge
components to drop into Waters of the United States during demolition. Any bridge
components that fall into the water during demolition will be removed according to Best
Management Practices.
Federally Protected Species
As of January 8, 2007, the United States Fish and Wildlife Service lists three federally
protected species for Alexander County (Table 1). The bog turtle was the only federal
listed species for Alexander County at the time the Categorical Exclusion (CE) document
was issued December 21, 2004. The bald eagle (Haliaeetus leucocephalus) and dwarf-
flowered heartleaf (Hexastylis naniflora) were added to the endangered species list for
Alexander County on March 8, 2006 though no habitat for either is present in the project
area.

Table 1. Federally Protected Species for Alexander Countv.
ommon Name Scientific Name Status abitat iolo 'cal Conclusion
o turtle Clemmys muhlenber ii (S/A) o of Re uired
ald Ea le aliaeetus leucoce halos eatened o o Effect
warf-flowered heartleaf exastylis naniflora hreatened o o Effect
Avoidance and Minimization
NCDOT has minimized impacts to the fullest extent possible. The proposed bridge
replacement will span Grassy Creek; therefore, avoiding permanent surface water
impacts from the actual bridge construction. An offsite detour will be utilized negating
the need for an onsite temporary detour thereby reducing temporary impacts.
Mitigation
Construction for this project will impose temporary impacts and minimal permanent
impacts to jurisdictional waters, therefore, no mitigation is proposed for this project.
Project Schedule
The project is currently scheduled for review on August 28, 2007 and to Let on October
16, 2007 with construction to begin shortly thereafter.
Regulatory Approvals
Section 404 Permit: It is anticipated that the temporary dewatering of Grassy Creek be
authorized under Section 404 Nationwide Permit 33 (Temporary Construction Access
and Dewatering). We are, therefore, requesting the issuance of a Nationwide Permit 33
authorizing the temporary dewatering of Jackson Creek. All other aspects of this project
are being processed by the Federal Highway Administration as a "Categorical Exclusion"
in accordance with 23 CFR § 771.115(b). The NCDOT requests that these activities be
authorized by a Nationwide Permit 23 (FR number 10, pages 2020-2095; January 15,
2002).
Section 401 Permit: We anticipate 401 General Certification numbers 3403 and 3366 will
apply to this project. The NCDOT will adhere to all Water Quality Certification general
conditions. Therefore, we are not requesting written concurrence. In accordance with 15A
NCAC 2H .0501(a) we are providing two copies of this application to the North Carolina
Department of Environmental and Natural Resources, Division of Water Quality, for
their records.

Thank you for your assistance with this project. A copy of this permit application will be
posted on the NCDOT Website at www.ncdot.org/doh/preconstruct/pe/neu/permit.html.
If you have any questions or need additional information, please contact Jeff Hemphill at
[phone].
Sincerely,
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
Cc
W/attachment
Mr. John Hennessy, NCDWQ (2 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. M.L. Holder, P.E., Division 12 Engineer
Ms. Trish Simon, 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
Mr. Bryan Kluchar, PDEA Project Planning Engineer

i ~l'fice Ue manly:
j ~iS:~L' E, ,lctiori ID ~Ia.
(!fairy paRicular item is not applicable to this project, please ent::r "Not Applicable" or "NrA".)
DW+Q No.
Fonn Version March US
~'rc-c~ssin~
Check all of the approvals j requested for this project:
Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section lU Permit ^ Ist>lated 41,'etland Permit from DWQ
^ 40l Water- Quality C:;riifi-ration ^ Express ~Ol Water Quality Certification
iv~3tionwide. R;gic~nal car Gen~;ral Permit Number(s) Requested: NWP 33
Ir this notification is sc>lely a courtesy copy because written approval for the 4U 1 Certification
is not requirecl.:;i~eck i~°~re: I,`~
-r_ [f payment into til; tir,~rtf~ Carolina Ecosystem En~tancement Pr~~gram (NCEEP) is nropos~cl
t;~r mitigation ~~t irn,-~act..~tiach the acceptance; letter r'*om ~CEEP, complete se;;tion ~'[(_--,
a~l:i.:;hec:. hire: ^
~- Ii~ your project is i:~c~?~ed in~~ny of North Carolina's twenty coastal counties (listed c>n pa«e
?f. _~nd the pri~je;; is tivirhin a North Carolina Division of Co~~stal ti'fanagemenr_ .~rca of~
Environmental Coz~~.;ern lee the top of page ? for further detai is j, check here: ^
f f. ,Ar ~+Iieant Infvri7i~tloT~
1. Owner%Applicarn Inf~n~nation
dame: Gre<~ory J. Thorpe, Ph.D., Environmental V1ana~ement Director
Mailing Address: 1598 Mail Sec-vice Center
Raleigh. NC ?7699-1598
Telephone N~-mber: {919) 7 ,3-314] Fax Number: (919) 7;3-9794
E-mail Address:
?. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topogn-aphic Quad Map and NRCS Soil Survey with the property
be>undaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so lung as the property is clearly defined. For administrative and distribution purposes, the
LiSACE requires information to be submitted on sheets no larger than 1 I by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
i . Name of project: Replacement of Bridge No. 70 on SR 1331 (Little River Church Rd) over
Grassyy Creek
?. T.LP. Project Number or State Project Number (NCDOT Only): B-4005
3. Property [dentitication Number (Tax PIN)
4. Location
County: Alexander Nearest Town: Kilby
Subdivision name (include phase/lot number): N; A
Directions to site (include road numbers/names, landmarks, etc.): Take I-40 west to Exit
131 in Conover and turn right on NC 16. Proceed north on NC 16 for approximately eighteen
miles throu~~h Taylorsville to SR 1331 (Little River Church Road) and turn left. Proceed
approximately a quarter of a mile to Bride 70.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36° 1.43' °N 81 ° 3.41' °W
6. Property size (acres)
7. Name of nearest receiving body of water: Grassy Creek
8. River Basin: Catawba River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:%lh?o.enr.state.nc.usiad~nini'maps~.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is located in a rural section of Alexander County.
Page 2 of 9

The site is primarily surrounded and by mixed hardwoods, bottomland forest by maintained/
disturbed land.
10. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of replacing the existing 24.5 feet wide 106 feet long bridge with a
new 122 feet long bridge that will span Grassy Creek. Traffic will be maintained on an
offsite detour. Construction equipment will consist of heavy trucks, earth moving
equipment, cranes, etc.
1 I. Explain the purpose of the proposed work: The existing bridge is structurally deficient and
according to federal guidelines is considered functionally obsolete. The replacement of this
bridr~e will result in safer traffic operations.
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.LP. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 9

1. Provide a written description of the proposed impacts: No permanent impacts to surface
waters will result from the replacement of the structurally deficient Bridge No 70 on SR
1331 on Grassy Creek. Temporary causeways to remove interior bents and an access point
for workers laving riprap may result in 0.049 acre of temporary construction impacts
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flnndin~=

Wetland Impact
Site Number
(indicate on map)

Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) vLocated within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the origrinal and relocated streams
must be included. To calculate acrea~e_ multiply lenuth X w;dth then d;v;dP h~~ a~ sin
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Site 1 Grassy Creek Temporary Perennial 27 feet 0.02

Total Stream Impact (by length and acreage) 0.049
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 4 of 9

Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 0
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. See Permit Application Cover
Page 5 of 9

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January I5, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams;. and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.uslncwetlandsrstnnaide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919} 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http:i%h2o.enr.state.nc.us/wm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Page 6 of 9

Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I .
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Page 7 of 9

Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No ^
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:i/h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Page 8 of 9

f~~~ 3-iu~o~
Applicant/A~ent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

0.25 0 0.25 0.5 MILES

} ~ ~~ -YR ~~~ ~ ,.. J.w- ` ,Q ~ rte. ~ O
~ ~ "~~ ~ ~ ~ ~ ~ V ~ ~ ~
"-~. _ + ~ ,
_ Cu• ~i
~~ Ttii J4~ / ~. 4 F`{yy~~ ~f ,~ ;.,~, .. ~-~s_~ .l - ~ A ~q'! ~ ~A y
~ - a] ~ `O
• ~... w
t .. ~` t W
.. ,
v _ _
., ,1 ~ ,q
' r ~ ~
.,~ ~-
, ~ .;
. ~~
,. 1 _
_ N trf
w
. - ' r 777
... V. ,
J 4/ ,
,.
,~ ~ . . ,. _ a . _
~~ d ~ ._ ~ .
1 •~ ~ ~ ~ ,-
~'- <
,..
~ '
O
_~~
1 ~ .I
: f
~~ ~~
,._
~~ ~ f
_ ,
.~
~f
.. ~ --
.
_- _ ~ ~ _ . y
Q -~ 'Y ` w' `~ ~ ' yet
:,' ti
,. - ~ -._ .
- - -~ ._. -,-r.,.
~ 1` r ,~~ ,...:.. ~ " y,~. i ~ ;. _ ~' '-_,: Z..Jn ,. , t - ~ _ ~4 t, ~ ~ . _ r .r f ~_.y ti4 _ ,. T
.:-
.~..,
'`
t)
... .. .,~ ..,r' a
.: Yt ~N, z~ `~~ J~ ..~.. ~} ..r" _~f v'Va X11 5 3~~~ +y ~~ ~ I f~ ~ ~_ _D rf+
-_ ~ ..
~. _
- .-
_ _
,~
~~ - ~ ~ ~
....
. ~S
, .._
:- i ~- .~-

z
~ ~ ~
~ c
` ~
~ ~
~ U
} `
G. 4 - C 7
r 3 z ~ ~ ~,
Z
7 ~
T
J
¢
C
_
U
~
L c
u ^+ ~
v ~ >
z z r ~ o
G `/ L], ~ C

C ~
~' ^ 71 Z
3 ~=
~
~%
:J
Z

0
~ ~ c
m .m ~
_
7 ~ N •r.
z ~

U
Q ~
o,~~ a~
a
~ c c v c
m m a ~ ~
,

~ X~
W U ~ a~ i
w a
H

> ~

W _
~ v v
~
O
V
Q ~ ~ ~ ~
O p
LL _

(n C
~ '-'
C U .-~ O i
O
~ > N U
(0
~ O
0
I
(
O
~ .~
N
n. I I I

s ~, ~ I
j ~ C (9 U I ~
v
= I I
Q ~ ~ i ~ I I
~ i I
~ ~ ~ ~
N _ C
C i ~ U

~
~ ~ ~ y ~
~~~~
i
~
~
~
I I
~ Q ~ C I I j

z ~
~ O ~
~

Q
o _ ca v
~ ~ ~ ~

~
W W
w N
a
a
~ c
E-
`-° m
_
es
W ~
F
-
~ ~
a~ -o
C
C
C -~
c0 (B U
_ - ~
LL N
N
d
Z
~
N p. ~ N C
w z
~ T
~- F- f a
c~ " ¢
U ~
7 ~ Z Z ^
w~Y
~ N ~ w w
(n ^ " ~
~ Z
ttl
O
N
t
~

O _
p H O
~ ~ O
~ O
L1 O
r
J

~ O '~
(n Z Q
F-
O
H

$$$$$$$$$$$$8
~~ ~ ggg~~~~~~
orn m ~~~mrnrn~,~,~,
n~ y-I~I~rnozxz ~
w rna ~' ~~~ rn~~~° ~
o, cn izirnoz m~ ~
mo c oc~o c
c2 ~ rnrno~i~rnm~ m
~ yc~°z o~m
~ ~ ~ m C
~` C
II II II II II II II II it II II O
w~~~~g~N~~ ~
cn \ ~•+ Cn N
b g~gg~, g~ g n
~ ~ ~ ~ ~ ~
~,
Ia
' V
I~
to
0
I'''
tNr fi pp
~ NN
;~'
~F~ ~
~ ~p
µ0 5~
~L
N ~ _
a ~ m°
_

n
o° g
3
Cp
~~
•p
r \o
r

~

in
3 °
~] ~
O <
O
o0

N a

F ~ .9
~
c ~

, i
o•
~ d ~ ro m
I1 ~

O
°

Z /°~
~!
~ ~
~
~ rn
O
~

g g
rn

I ~ ~
~
I r I
~ I 1
IN
C L
~0
m;
Jo
L
o'
o r-
Ny ~
yMy
Q~v
'~_~
~''9
REVISIONS
~~~~~oDrn
Mo
II II II II II II II ~ ~~~oD~

II II II II II ~
toQo~~'~R+
cTi b ~2A~
~ 'o §o`~~~
~~2~ gN
$~ 3
I
~
~ ~-a
N~w
~~~ ~
~g~ ~
' ~
~~
~~~oD~
`
II IlNlly~
o ~ ~
Oppp
N
~
O
b /
~
l
n
`
W
~~N~~w k
~
~~~ ~
i i O / ~
r
i
~^'
~ m
r
~
~ k/ /
T
V
~ ~

w
_
~
o
+
N ~:

~ / O/
. ~,
y 1 /
~ W
~~ ~ ~ %

I
~r~i
~
~ `I~I~~ ~ ~~
~
~A~n w ~
m

~O A ~ ~
~~
O °
~~~
OM1
~ ~I F
~ „ ~a<

Z~~
~] ~ Z ~~ `~
~ \, ip 9,T
t
y ~ ~
~
~ A

8~ ~
uao•za•as•

°~
~~

p~o
rO~
I
; ~ *m
~
~
~ ~
f
N
~~
~ , ,
Ag rn r
_ m y
Z ~~,,
-~
y
(~ ? Q W
2 W ., ~"
~ ~
C7 ~
~n
~ ~ ~ x
l
~~~ p~Q w +
a
U:C~ y in in
`6~` rn ~ m
~~ ~ V
D
rn

_ 4Q
rn
4 L4.\j
0
p .b~a%ro$~
~/

~2 ~.
.pr'i~ ~ _
L M
k/ / /// ~ ~~~~ OFD
~~ ~/~~ s~~ ~~ ~ _
~•
~ ~a ~ *gS
~ ~ c ~~ ~~~ .~ Y
~ ~.
'w~ ~ ~~ ~~
~7~ k ~ y ® ~ ~ ® ~ r ~ ~
~ , ® ~
'~ ~ ~ ~ s
x
~i x
o ;~ p z~ ^~ 8 8 8g
\_.~sr. ~~,i
.v
g'CF = . ~ ~ _ r ti^~' yr ~ ~ - - ~
_ . _ . I ~
e ~ '~~ ~ ~LL
~~ v ~ ~ ~ i
L n
a~ my<
~~ ° ~.
~ ~
I - vo8~ r~ ~I.
° ~ Z N ~~P ~. .`l.
N ~ O ~J. y~_
- ~ ~ ~ /5•l~Op
-~~~ - ~ u
-L- SJe: lfi -
~.
~~ fi
•~"~ m
'a y W
~~ ~m n
~ A ~ D 1
~~ ~~ tim DO=O r
Z < A ~ N~ T m X
D
m ~-m ~fn J2
~ ~.~.. m x ~' c' m m Z
~$. ~~~m ~ m No
#~+\ U' Nam ~~r ~
~ ~~ °i
#Z,+ ~a ~~ S'~. e K
o~ ~a o\
8$8 ~ _~
tp~•E,, zp
~0' Ted -DW- P0~ Sto. 10+00,00
/ N
7
m~
m
41
p o 2 II
CZ~ I
N ~p O
o y
O
~ p ~ Q
z ~ N
-BL- PINC 19+75.08 (BL
-L- 23~r34.29 (14.81' RTl
~~ ~ ~~
cps ~ ~
Tt {S~ ~f ~ ~A
++ + ~P
~g g y " o D
~~ R P
i i ~ k ~mZ~
+~
V v y
~~
/ 1 ~ m
i
i
r
/ IIV
i
I
1
1
1_._ `~,
~ QNQ 1 /i
1 4 ~ '~
~-'-DW- PC Sta. llt~2 /
I S 38/0'5/D'W -~N- PT StO. l2+OE ~.
i . '
_ // y\
aS~E ~ v n\ ~T
8 ~\\ ° omTl,~ ~ ~
5 N:k's'o. ~ ~; m z
0
~9•
~~\ k & e \, ~~Z
Ws $
Ir
rO ~
~o. ~ T
~r;`e'o_ S 1 FF
-~~ A ~ 5 ~ S
_ ~ romZZ 't~ rota av~ +
mca _- ~wmT 8 ~ ~
`~y ~
m~.bb v~~ ~tl Q~
G
0 /~;ty9.5~v =~ rt~
~~~ qy~:
~Ij~l4
`5 ~ ~ g ~ ~
o~ ~n 3 ~
z
~ DoT crn az
mf
~z
~7 ~
~~~, a,~
_ D
-L PC :~` 9 $` ~~-I fp ~ r~i
rti N ~ ~
__-- ~

REVISIONS
a$as4s5r57iME$$s3s
3SSR{Saa$SS$SESSOGN$SESSSSE$SSS$$~3
xff 2El1SFRNAME~3__ __ _ _.__
-aim °n ggg~w~m°m m°
om m yy~mmrn~,~;~;
iii t~
w m~ '' ~~~~~~ rno ~
rn~~~~ o
owl V~ 222mO~mQ= ~
rno c o0o c
~~ ~ m~o~irn~i~ m
~~ rn
tic~~ 'off O
m
r 2 ~ ~ 2
A C
n
II II II II II 11 II II II II II
~W~c~i+bg4NlN»W
~T g~gg~, g~ g n
~N ~~ ~~
~~
O~
V

~O
N F--k
O F~
t~J ~ VOi O OC
TJm Q~ p ~O
U
-F~ ~ lp~
;= mm
~ g o G` ~ ? S3

° m n
o
ao
o ~

i0
4
, 3 O
a ~ J <
6
g °
N ~ ~•
'
N ~ ~
n z _
~
~
, o mF o m

O
~3
~
~
~_
~ TT
"lI
l o
~
~ ~,
g
rn
g
m
1

I ~ +
I I 1
-1
_ - --- - ~ _7/2/99
-~ a µ.H,._u ~ n ~ ~ i~.i n n ~,,' '~ ~,F = ~~ 1~~ ~ ~ ~ ~ ~ ~~ "
~~.~,'~ ~ ~=- ~ ; is - ~ - l~ ~. '~~
oo,-a oO4~ ~ ~ ~ ~ i ~ ~
dl° II ~- - " ~ i I ~ ~ i ~
o bc., -~ - '" I~ y~,~ ~%, ~ a V~ ~ ~O ~
°+~~ ,~~- ~ ~ ~~l/~ a i,~ ~ ~ ~ w _
~~ _-
i + - .> 'i
o ~ ~"
_° ~ T,y~ ,
.W~ nl~ .,y ~ ,,
~- -_ -
r~ _
•., ,~ ~ ~ ~
--~ .
I ~ ~ °`~ a- 1 ~ /~ A ~~~
~_ .... ~
,I ~m _ ~5 ,. ...~ -
Oar \ I ~ W ~ - - .,_
ll _
O'+'
-/ nr / p ~ ~, z ' ,-`', L~~
,': _
4 ° ~ a
e
` (r
~
~~A~

v
1
~~ W
~~ a
O - ~

m ~ 3 ~
1
~
~ ~h< ~ .- _ ..
~~ ~ ~..~.
° ~ 4 ~.

~..
`
~
~ ~
~ D
3
~~'~ ,-
A g
V ~" i rm- -~ Z +'
-+.
r~1 W~)g
~~~ ..
Q W
°
~`

~~rn mz R
,
-
~`o~ m \$

~ 4
~.
w d ~
loll ~ ~ , $~
~-'t,~i l0 _iY~"

Z~
~ ~ ... ~
~
rn
~o _ m
l*
ByrZi / f`,
' y '~~ / _~
~ '° ~~~ ~QI{'/,~/`~~ OZ 20.5+` NcSd
,, /L>. /
°, ~ ~£
_~~
~~~
%~ >,' '/
A ~~ YL?R!...
~~>?
m- _
~„~ ' o
~n 2%
~~<~/
m "~v~'Y
;,,.~z "~~ m I~
~` 1 ~ - 9`
\~~ I i
~.~
~~ I~ .f~ ,
B off/
~~ I` i //i
(~ .3 /~ ~ /
,J,,~, ~. K
i ~ W ,
i• /~;'
i 11r'.~, l ,` i

I
E ~
~~ $R$ _~ Q J . ~4 ., ~ '~., ~ ~~ ~e ~1
~ C
a
sn' a
~;'~ _
~ ~ ~ ~, ~ id ~\,~ ~l ,- ..A~V `..A ~` sw.
. 1
I
;' ~ ~ ~ ~
.,J r I l / ~ ~ / x t~ ~ ~ ~ -
~ oho }yam , ,~ ~ _~/ .. g~• e
~, , ~ i,; ~ 1 F,/,/ ~ ~~;~~/ `",~ ~ ~ ~i~ih~ b
~8L P#N6`13+75f46~ L $a'~' ~ ~' ~ /{ /~,' ' ~// ~ ~ 1D ~ 7D ~+ I
'/ i ~
^'~f 2 ±.34.29 f A: RTL , / ~ a~ ~ ~%/ a,,y / ~ ~ n 3 8 ~.,
i ~
-~~t ~ g~i~; ~:~~ xl ,~~ ~ ~ l ill/ '~ , ///~~~ ~ ,- c ~ ~
'~,~' icy ~~~ '"$ ~'~'~ ~ I~ ~~ ~~~~1 1 I ~ ~A , l '~ 'rte ~ i ~~~o, g ~ ... $
~ _ ~~ ~
~~~ ~; '~ z ~'~ ~ ,,~ ~ ;r,,, ~,~m~p °y

. ii
~2/i9/2006

r:\rocdwcy\proj\b400S_rdy_tsh.dgn
07:13:12 PM 7/2/99
C011 tTRA CT: TIP PROJECT: B-4005
N iJ~
O O O < H
^ r
Z O ~ n O D x % ~ ~ ~_' ~ J, J,, IN _
m 7o Z ~ r (7 d ~---- ~~ I~
7o H ~ ~ m ~~_--~ cncn
~, ~ n
~ ~ ~ Ig
0
Z o o ~ ~ ~ p ~\ Q`'"4~ti ~ ~ ~ B cB
r ~ to m y ~ Qa I. ~a m c~u
cn ~ ~ _ r
N ~ r _ < J- _ I--~ ~4 ~~.
O O -I ~°trypeyk . _ v ~.
n _ ~v
~ H N N b Z ~ O ,wwr 0 ~. t. `c ~
(l ~ = N 0 (dry rn y p
~~ + ~~ ~~ ~~ ~~ ~~ ~~ ~ d" - ~ q p/ ~ lea s ~ '`~/
~ ~; a
70
oho $wooaa b /~ ~~ O ~~~~ 1= ~
~r C ~ A a (~ ~ ~ ~j~
m r o \ o O O y fly / -~ ~~' 8 's~-"~ -
iZ N y M a n0 / ~ ~~` /~ 1- ~ ~.
op ,e = ~y ~ ~ p Z _ ~I
.700 V ~ C ~ i
w
m ~ \ ~
y ~ ~ /~
ha
n7 ~ ~ ~ /
~ ~ ~ ~ ~ h
~~~ b ~ ~~ ~,~ ~ n
~~~ C o ~ ~ ~ Mii ~
~~ h ~
y ~ o '°gy ~ x ~ ~ ~
~ ~ ~ ~ ~b
g~ ~ ~~~,~ ~~ ~~
z ~~ ~ ~ w ~
I,"< ,
c p ° rn ~~ ~e
~~~ ~ ~ ~ ~/ ~b ~b ~ ~
o ~ ~
Z~ ~ ~ /~~ ~~ ~~ ~
~~~~ b o \ ~~ x~ n ~~
N b c a ~ M~ o S ~ ~~~~ ~ -'~ n~ O
o a N ~ ~ ~ e, ~ ~ _ j~/
f/ Q ~ ~ C P y y ~ /~
y A~
D c ~ ~~,~ ~ ~ 8 ~ ~ ~ ~ ~ ~ ~
~O ~ ~~ ~ ~ 3"~ ~
N oo
Z y 70 "~~ C7 ~ ]a 4S " ~~' _ `~
n ~-~ $
~ m ~
m ~ I n
m Ij
~ ~ o ~I
o i° ~ o ~ ~ ~
~~ ~ ~ i ~ a ~
na ~ y ~
~ `' a
~' ~ ~ ~ n
ti n O k y
c
~~ x
o$~ O~
~~$ ~ b
H ti '! 'n ~ 877
~ ~ b bey z tom"
~ ~~ ~xr ~ O.d~ s~
'+s~L rroa.~r''A '00 x~+y1.~ y ~~ ° ~
xx ~~~ oz
.,o = -c
~ ~ ~~ ~x ~~
0~1 tioM.rM~~~+ ~~ G~~ z
h ~
~~
~
W W ~ ~
W
W I
N ~

~'
r

W
~
w
~
~ O

~ ~
,o ~o ~
°
~ m
C H va
1
r ~
_
m
;~
N ~ry
R~

~~
le/25/05
T '9 VI t
O ~ ~ Z
-° ° ;
0 3 ~
y ~ 'O
a
~ o °
C 7'
0
W
°
_v,
~ v „ m W ~- _
-° ., ~ a o
~ b
o ~ o o O
~. o °
`° n> ~ vs ° o O
o. O
~ ~
o ~ ~ °, `~
3 3 °. o
~ ~
e~~.
!~
II
I ~~
v f1 N W A D T y ~ v_'• O ~ ~ ~' ~ ~n ~o 'o -o ~n c ~ ~ ~n ~ 7o n -~ f7 ~^ ~!
° T S ~. W ~ ~ ~ W ~ ° ~ N O rt' Q Q Q H' 1 Q Q -y' ~ N ~ O C ~ O
3 c o a 3° ° c 3 N C,' _ v v v v_ n v v_ v co
n O W p, = '9 ~1 7 7 O ~ O O O ~ W W W O' fP r O C
S tC ~ O ~, ~ C t° <G ~ ~ ~ N A ~ N ~! ~ ~ ~ ~ ~ S_ ~ r ~y
~. p' 7• 3 ~ m m °. a a d .n ID ~ r O W~ C~
9' ' m ~ 3a ~a ~ ~ 0o A ~ ~ c o o > > ' r W
<D <~ p p rt '=' ~ S O n W 7 3 W r 7
c~ W W~ a a> > W m o W
Wa o. ~ o ~ ~ `~ W Z ~ ~
~ ° ~ w ~ ~ c
o b rt 3 0 ,~ W 7~ ~
O o ° ~ ~ ~ W b
°° b
c
o ~ o. ° ~'J
v ~ ~ ~ rb
h
~ I x II
m l l ~ I
-~ ~ '~ 'O ~o 0 9 ~ ~ ~ X ~ eo so
X ~ I
O ~ = V1 N o a ~ ~n 'v ~ f1 ~ ~ •v ~" ~" ~ ~ ~ ~ 'o ~n ~ ~r+ -o 'v ~ ~" ~n o ~ ~ ~ ~ '° °
-, ~ ~ ~ -,
7 ~ O W 7 ~ t C O y• O N' C O O O a' q O O O O H• O H• O O O H• H N
W T o a cc ~° W ° 'o = 'o = 3- v v v = = O v v v v = ~o = Av ~ 'v ~ ~ v ~ H 'a
° a~ W H O o~ o~ o 0 0>> 0 0 0 0 0 0 0 0 0 0 0>> O ~ S
`" W ~ c3o ~ ~ ~ o ~ A o W ~ m '° ~ o ~ o W ~ ~ ~ ~ o o m m ~ ~ ~ ~ 3 0 ~ o
o_ a~ 2~ y ~ '^ a A °' ; c o_ a o_ A m y a a a o_ ,'n a n y °' ~ a a ~o ~o o 'a °- a
~ ~o '~ A ° O W c rn an ~ ro ~ ~ ~ -~ H A o ~ ~o > ?o ~o m m o ~. o ~ O O
O' W 3 O ~ C r '~ ` O O S lD fD W fD !Y Ip O rt f° t° i0 S S ~ °
3 O O" fD ° ~ 'TI N ~ ~ ~ ~ ~ 3 3 3 ~ O ~T- 7 rt rt O O ~ ~ D. ~- ~• (°
~O~y ~ ~ a G1 ~ m W W ~, ~ o 0 0 o W o o a o o`. -., o o W~
O ~p d W O 7r 7r W .7« ~. `Z `Z ~ ti. ~ 7 D 'O D O ~ ~ 3•
W o °~~ H H 3 c v v n W ~ g ~'~ ~~ c~ "' :`C
~ r ~r r 7 p
° - - S 7D .n fC ° p O W N
O ~
S ~ ~ a W ~ ~ ~ ~ ~ ~ ~
~• 3 e c~ ~ S s
o W ~ ~ m
3 ~ ~ 3 3
-0 3 ~ m
rt ?
~ ~+ i j ~~ I I i c~
~~ ~ ~ ~ i ~ ~ ~ ~ ~ ,. f~ ~~
o © ~ ~ -ten ~ ~~l ~n ( I ~ O ~ m m i i D ~~ ~O
~ Q ~ ~ ~ I I I I I I I \I/ ~ I ~ ~
~' ~ ~^ ~ ~' C N <D fD N y = ~
~ a~ a~ a '-'i s T T T$ ~~ _
o. ~ Wa ~ a W > > > > a ~ Z
W
a a °. v W W W W to m
n. $ ° .D ~-
T ~ W A O N S O C ~
A ~ W 'WO W 'WO ~' ~ ° W W '~
S S
~ -~ S; s? m o_ W
g A A o A o a
O 7 ~
c :: co W
W ~ H
to to C
m m rn
~ ~
I I I
I I I
I I I
®~ 0 0 0 ¢ ~
I , I
I
'~ O. ~ ~ ~ ~ W N 7 N ' A `7
°- W° o r o a~ a .9 ~_
f ~ ~ y
a~ -o ~ o W o~ ?. ~ o
~ A ° o ° 5' f W
°o- ~ ~ W -' ~ ' o
~ ~ W ~ W W y O W
~ C y O W
~ C a ~ W
r ~
N W O_
N W
m
O O < O O ~. W Z ''
3~ n. ~~ a A °a O~ m 0
N N v ~° a c° ~
rn W ~ W ~ ~ c. ~ c
W W S O ~ ~ ~
c ~ o a o ~ ~
o W ~' ~ 2 x
W o - o A c
~, a ~ n
? W y
v c ~' C
O
C'
00 m
a
0
I I u
~ I o ~
I `' E ~
_ ~ ~ ~ ~ a v p ~ ~ ~ ~ a
a c r~ ~~ C C C C C_ c3-i+ m ~ oD' ~ o c Z c W ~ o o D ~~ W ~ ~ o' W W
7 m N O < ~+ w -I < H O N ~ y N O N C 1 -a N O N no ~ ~. ~ ° m
~, m 'N' ~ x- ~ ° ^ m ~ ~ A Wa G1 ~ ~ vs '~[ G) A a ~ W co a m °- A ~ o. ~ ~ co n. ~ ° W o
o a= ~ o ,,, a ~, o' e~ m W <n o a a a ~ o a < ~
o ~ co 0 0 ~ to o_ T C H -na y ~ W ~ a ~ ~ ~ ~ ~ ~ W v n. ~ ~ rt W ' W
W 7o T
ro V H° o `~ W a e r g o C N D A O A o a
r X
7 c W ~ ~ p T = r ~
O O _~ W _C 7~ N W rt W ~ W ~ ~ S W O 7 r N
C r- f n ^ W W W ~
~ N A _ m
r ~ ~ C (~ ~., N N
~ ~ rn o- m m C
W
n H • fD ~ T
O ~
a C ~'
to m C
' r 1T1
.~
I Y
~ ~
I ~ ~ I
D I g l I I I I ~ ~
p ~ B ~ ~ ~ e o O • ~ ~ ~ ~ O O `i ®o ? ~ i ~ ~ ®D GC o i ~ ® 0 0
I m ~ I I ~
n
O
Z
m
Z
O
z
D
r
-~
s
Z
rn
rn
t/1
3
O
r
to
o•
n
A
C
~O~
~'

r
c,`~o
~1.
O
y®
°---4
~~
CIS ~

~ ~ f ' I ~ ~ f
I /19/2006
:\Roadwa~\Pro~\b4005_Is_Ic_060124.dgn 7622A99
~ \ OF `-
r m 0 N r /'yI ~ c 1
~ ~ -
mr~9 °o"I~"~c'mn°ZSO D 1 ~ 8
-I (Z/f (Jl =f")Z~N W GN ~ ~ S '\ ~y~t' ,- ~J ~~G
_ N I
A O W a 0 ° Z d N ~
nzm ~ m~~Taz ~ Z ~ V ~ ..,r,.`
r v'wGNro°~+~°~m~ nix hx ~ ~ 1'v~tirpA~\ i----'~
~~iv I ago°~rZZ Vii ~ W ~ ,.,,,•y `\\ ~r
O r -~ _, n c m -i H ~ K m
c c~ m v~ c~ a m ~t r^ ^~ ~ N ((~~77 ~y ~.y o Z t ~ s , /~~..: w
c,nr., ~c„~_,;;~~NO-i00° `' V ~ ['lj y ~x ~" x .' ~ 4r r g iP 1L/
N.+ Zv °~~~ szm ~ wv C1 II II ~ n ~~~ .. ~ t ~~ ~
ino~°z°m°CCZi°~z~ ~ c$ tbi~ W.~.. Si O' +~..w~~ ~1
v cn , n b '
o~w~~ `°°~~c°nmm ~ Qy 3p 6v 'N ,r ~, ~ i
nzmv v~~nv ~ a vQp~ AA ~ g
N O Z G7 tD Z W ~ A o ~ ~ 1`. I !I
m°zn~ cc~oa oz ~nz z n~ c^ob ti ~I--\~- _- _- ~ '~
r N~ N~fmi1 ~~ ('~~ 'r0 fq ~ ~ ~
N ~ ~ N ~ = N $ ~ ~ ~ i
~ ~-- m-o nr zm mmmmm ~ m
a fi v~ = 3. r r r r r ~ r n
A C"J { O~ N ti~ .- m N A W N~ 111~~~~ ~ y
m ~" <m . m D A ~ ~'r
+ 3 O ~D y ~ A
D Z
+ ~ .- Vl ~
m m ~ N
r
z -- m .
m m < •
• r D m m m m c~
• D A- r r r r v
O ~ A O. m Ul A W
• m J z. m o
s7 a m
cn .._. n ... m to
rom.- m ~
D x W in •
m -, ui
N
O N
T m
m
m
O
m m m m m m
O
t7 W W A A A
'~ Ul J m W m~ Z
J m J m ~- O
• N .D W W Q1 ~ S
N N Q1 0
J ,D N UI W
• O r Z m .- B A UI B
C
~m ~
~~ N
m D p
r .~ .y ... ..- .-
'-~ N W W W W W
3 0 .D a A a A
+ D Z m J J m 01
. ~ m f m Ul Q1 Ui .D N / /
• Z Ol m W W N m A ~~ /
+ N N m D. ~ N W J .D
~/ O~ •- - •- W W J 0~ I
~I ~ p Q . /
O JZ~ ~
DmWn-
h~.i O T J •- ~ / /
~~ ~ N /
b D .~ m ~ 0
r /
J ~ ._.: m /
• ii m . ~ D / / " ~
OJ Q W d J /
• F N .D N J1 J~ O
z : m am~~~ . Z ~~ ~~ y
o .~ pr ~w l I ~~~~ 0
Ol W m W N D o } •QW~~ 1~ V1
O A A W m p~ O b N b~ r_
n W ~ t ~ `+^
n I yo
o
r m
~, III
.. Y N
m c w m m
ti ~
m~~~
~~~~
ti ti ti ti
® ~ O
~~b Z~' ~x x~~
Oy,~ ~~ b~ bO~ ~ i ~ 0
n~~ ~ ~~ ~n
y ~ ~ ~ ~ ~ z ~ ~rL
O O lOa] ~~ ~~ y b 0 O ~~ ~~~
y 0 y n 0 O~ h ~c~ O
y ~~ y~ p~ a ~ r
y n ~ ti h ~ ~ Cj a ~^
y 0 0 tb=1 ~ ~~ ~ y a 0 0~
~y b~ ~b ~'a~ ~~
b h r ti y~ n y x
O n ~ ~ ~ ~ ~ ~~~~
z Oh o ~ ~
Y Z r0 ~ y /~
C 0
O Z~ y y ~ 'ti ~ ~,
~ C
ti ~ n 'b'e] ~ O ~ ~I
y ~ y ~ I ,~i
z y o~ ~ b ~ !_
z o
~ b ~r ~ m~
b ~ ~ y I II iw w~~
x ~~~
'y'~ O C y ~ ~ c~ \ H w
o ~ ~' ~ ~ ~ ~ ~ ~ a o ~
_ a .,
b
~ ~~~
y ~~ y ~ ~ ~g y ~ 3u°,`~Y
y H ~
~' ~ ~a ~
y C ~ `^ cn
.• ~
~ r `~ ~
y ~ m l1
O ~ ~ ~
h

IL/LU/LVVb
r~dq a~yMpro j\b4005_rdy_typ.dyn
0
c~
i
rl ~
~ I ~' ~
C
O p~
O
c
z
0
a
~ .ti
.N
O
G1
A
Z ~
v
~ ~
c+ r
~I
A
O
z
0
N
~ a
~ ~ J ~
~
~ ~ ~
v _
'
~ D

y
~
n ~
J ~J
Vf ~-
~

o rn
~ ~
o
~ ~
.
W

v

O

~ ' A

~

0 7O
O
O

-1 ~
~

~

~

~ G

OD

D
O ° N
A o D 3 3 ~ ~' ~
Z m ~Gl
~ o
~
D Z ~1 ~Zi~ o
m ~~
~ 00 ~ 0 0

r N N >
>
i> ~ >
> >
> ~ ~ N
O ~ ~
+
N
~ i
m
w ~ D>
~~
~
c i i
r ~ ...~
O i
r i
r
n o
f N m
N
~ ~ I"' ~
~ a a ~ D ~ ~ O
Oo o ~ D D D > ~ ~ ~
' ~ ~
N
~~~ L y °o °o ryi'1 ~ ~ ++ Z + + y m ; ~; ~ N
z .
rn
~
I
~ ~ N
~J, O O N C p O r
*+
rn 0 0
~^~, ~ A~ ~ > O m

o

~~
~
-~
o

~
-1
o
-I
o O
r
Z
I
Y
~ Gl
o~

:~
O
ZN p Z ~ ro
~
O O~ O O ~ m I i,
o
O
~m
1m N D D ~^ D D "' p
~ a
O p Z Y
~ N m N Z ~
~ N
_
A ~ ,
>
o o o N
,
„ N o
° Z o ° ~
oZ oo
o v' oo o
+
ov °
~ I°
~
~,
~ °
Im
~
m
~ -~ rn `~
ao
i
x/2/99
G C ~ ~ N -m+ W N ~

P
<
~
^
< 55555
~
~

0
'
~ Z y~y
O T ~ ~ ~
m~ Z
~y
O~1 T ~
y
111 ~ y T
y
T~
D

~.~ O
~'
~1
~
o~
rn
~ ]~
`

~
O

~ Rw~
p .q ~
1L n

n
~ qii~
~ y
le
y
^1
1'1
O
~~
2
~
n
!1
O
~~
~ Z
~Z j
y1
Pl~i ~
>~Z ° ~m°
~~~ ~~ ~~~ ~~ ~~
~ y
~ N :~
Z~m ~
~ ~; :~
=~o
~g
~ ~o
=~
_
o o
~~~
~~ m ~~~
m~ ~~
°~ o~ v
~
~ c
~ o
Z~ a
s~ ~~
~ ~
~ rn
"_
A
C
Z
0
.N
N
.~
1

~
l
o ~ s~o3
~ s~ '~ ~ ~ ~
°~Z
~m `~ ~
wz
°
~

O
~D~~ ~~ C
~v-Zi~ ~r% 4~
e~~c~
~
V'~jH ~~ zy Z~
z '^ _
CA ~~il ro =
~
~~n
p o
~
°3 D
m r. r
I
N /mom
m D ` ,
~ V
+ O
~ w
O~
m ~ Z
0
0
N Z
D
v ~ ~
N
~ r
O r
-1
T
1 _ - _ ---

loeawa ~P~o~~baeee_rdy_5„m.d9~
IF.~~ c'~n
~ m O m m N A
'.. m~ ~30

~~ m

V O

~ N 8
m
~
P
~
m 1~.
m
+
~S7
Z
m~ {~ p

_
~6~ p
Z^
II P A~
0 ' n
3 y y ~ y y y y y y ~ r
- LOGTON (LT,RT, OR CL)

l Z
~
• n
~ u a w FROM
"
' - I --~--- STRUCTURE NO
•1, p m -
' - - -- --
N
TO .
;
a O $ u a a w

u Iw0 m TOP ELEVATION
O P ,
P P
T j
O~
Z m a
r
p
c l
INVERT ELEVATION
p
0 O IJ ~o I
0
j C

g `El°n ~ L
~6£ vl
o m
a N INVERT ELEVATION
N
i
~ € ~
SLOPE cRrtlcu

O N

1~. '~.
O ~ a P ~ F'
O c
i6 ~ ~ m '

~

cs Li
6
~
O
I ~n

s
~ _ m
~~ ~ ~a ~ ~
?
•
- N ~^
^J
r - -- - -
~

g .oa4
c I
~ .ob4 ~ m
__ T _ __ _ - ___ 0~ m ~
I . 2
Z
_ 064 pG
N uui "'

~O
p y
___.
-._
~-_
-
.-

-

--
-._._
_
_.
_.-.
_.
___
_-
____. _. _. _ ±
-- zo
G>
~
r~ f .079 ~ O
__ - ~ -_ - - __ -I _ _- - __- g
~.y~ N
n
~ 079 j ~

ti ___ _ _ - -_ - _ _ - -
_ _
_ ___
-_._-
_- P
_ ~~

_
-_
-_
--
109 rr--
~
o C
-
f---
~

-
-
-
--
--

-
-
-

I .
---- J
'y
III ~ 109
___J -. _ _ _ _ - _ _- _ __.

oo~z
_
_ _
-_
__ N ~
H
O

Z
'- m
3
OC-1 _ _ J _ N ~ ~p_
_- - ___ - - -_ __. ~ _ N

-
_
-
_
_
...._ P
Js
~ ~ "\

> N °~ b
p
~ ~ C I ~
'

~~ ~

o ~
p
~ m

~

-

- m

-

--

--

~

~ 15' SIDE DRAIN PIPE

- - -- --
--

~
I ~ _ - - + 0 _ 18' SIDE DRAIN PIPE
-
(~y
[~
N
`~
-
~--
-
24' SIDE DR/UN PIPE rr__
vJ
a N
m `rl RC
P O
~

,', Gj
= ~
--
--
-__
--
__
-
-
- -_
-
- .
. C
a ~Z2.
.
A m ~
~ ~ ~
~
C
S
P ~
e : J
E .
.
. -

~ /~
C
w
PE0. EACH (0'7HRU S.0'~ .
Z
_
-
-
- FOR DRAINAGE
p ~ ~ r - - _ _-_ STRUCTURES O
C ' TOTAL L.F. FOR PAY
~ ? GUAN7TfY SHALL BE COL
10.0' AND ABOVE m A' + ~.3 X COL.'B')
ICI
/V I O.I. S1D. 840.U OR STD. BI0.15
~1
•~ _-. _ __ _ _ __ -
- JJ -
__ _ __.
~
~ D.I. FAAME 6 GAATE STD. 840.16 Ir
E
_ _
__ . __ _ _ ~ ..__ _ __.. -_ _ __ _ ____.__ ___.________.__-__..
G
D
I
TYPE 'A' STD
840
17 OR 840
26 r-7
vJ
__ ___ - _ __ - L_ _ _ _ .
.
.
.
.
.

-1±
-_
_-
I
-

_

_

- _

-

__

- ____
G.DA. ME 'B' S7D. BIO.1B O0. 840.27
- -__---.

' ~ _
~
G.D.1. TYPE 'D' STD. 840.19 O0. 840.28 Y

'~ ~ D
I
FR
. .
.
G.
AME WITH GRATE STD. 840.22

- - - - _
-
__
-
_
- G.D.I. FRAME WITH TWO GRATES STD. 840.22
O
~i _- _--_-_--
G.D.1. (N.S.~ FRAME WITH GRATE STD. 840.21
.- _ _- __ - _ - -

-~
_~-
- __ _ - - _ _ _
~ G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24
~

1.8. SID. 840.31 OR 840.32

', w G.D.I. (N.S.) FRAME WffH TVO GRATES STD. 840.29

- - - -
, ,
o ~~ -- --- - ~ -
~~~ I
_ _-~-_- --_. __._..__ .
_ ~ I i _
~ OA _ . __ __ ~
__ _

~~~
„~
~ P
-1
O
=

Oy
S
~~ j
~, I
~, ~ ~ O
> CORA STEEL FIDOWS NO.6 SIZE

~ _
CONC
COLLARS CL
'B' C
STD 840
72
Y
~~ .
.
.
.
.
~OP
1°;
CONC
6 BLCK PIPE PLUG
Y
C
STO
8
0

~ .
.
,
.
.
4
.71
~
m
1„ Z c o o N P N PIPE REMOVAL UN.FT.
'', '. ~~?
6 I O O O Z n
m v 2 m O D- 0 m
. 1 I ~ - -
00 ~ - ~
Y
I
yy
ZZ
T ~ .~+
~

p M ~
0
n n o 0 0O 0~ F
~
~* z
o O
O X 09 ° p Z Z
O _ w
Z Z
41 L1 ~Z Z
~ p ~ ~
i
~
r i z

~m~
O ~ v
O
~.~4
~ m~ 117
~ X C
;~~
N
m > O
a~<
~O~c
v
N
~~o
' O
's
T s
Q
Z
~Z
s c££+
~Z
F~
sfa
G
0 S
aZ°
A
A
~ m
m ~
~~~ ~ ~ ~ O 7 7

pLpL oo
@
tt
0O ~

~ o

~ g

H
O
8

O 8
g
mlil~ 6 O
a~~

~~¢ ~ ~

~

~

~
+
s
+
s
Z
~ ~I
~
z
~
8 a
u n Z 6i
8 p
A
2 ~

~n
A~
p
r
r
p~
N ~ n

o 8 P P O P O y~
~
~ c
~~
i
7° o g
Si
8
~~
z_
NN
N
3 ~ ~ a u
x
H
~ ~

8 ~

d

N ~

O
p
O
~
O
~
P ~

~ @
S
~ I
v
Z jjj
1 1
d P

~ ~
g g
O O

i V
+

8 8
y

Z
O W w 8
N
I
C

~~

yy
~G
Ca
~~
y
h
aieaies
n n
•~•
1 :~
T m
C
~O
n ~
y NNN
y
C~
z®
V
®~
~~
1~1~
w~4
~~~hp
s ~ ~gl~ ~
~ r ~~ 3 ~ ~
~~ a~Za~~
~ ~
z •C ~ r R1
~ ~' ~ ~~
~ r ,1 ~Z7R~
m-
~~n~p

12/20/2006
\roadway\proj\b48a5_rdy_psh04.dgn
a o.n ~.w
7/2/99

i I

~ ~
r

o
~
L

r
'
~

-a
~

w
~

,
r

A.
~
~

u,
Q

'
r

0
~
u~~Oyrpp~
'~ II II a II „ II'
_ ~
`I71
a~~oD~
II I` a II II ~

`(
J1
~ ~
~2a p- /

c ~
~
~

y
. ._..._..
~--r-
P --.rw p~._.
~ _.,._.
.~ -,.___ _ _
'""~t P
.A.._. ._.~ ..
~ ..,.
~~
......,,.
~ 8_
~
U ~ ,p.,,
0/ QQ
~

W a~ O 000
~ n QQQ

yy
om m ~~~~mrn~~~
~I O O O O ~ 2 2 2 ~
1~1` ?I~~~ Q(^ ~7
~00~0z ~~ ~
_
-

-
- ;

~
v....f
•~

:::

.~..._
, -

~6

......
-

~ ;n
~ ,~ \
tiO
'~ N~
~-
~' `$
1 ~ / / ;
88
eo
^~ k
~~ / ~ ~ ~,~- "oo
I•R ~ ~ k o.:,
I ~, k / So
/ ~ ~
n

~ ~on
d ~ x
p N~'~ I n
~ T•
~2 ~ m~ ~x~m~~ m :: _:~~ _ I ,., -I:• :O p u II a u~ k ~ ~ ,c~, ~•
~
~
2 ms ~ `
~r
2
o
~ ; _ s, - _ - - ~
i~ ~ ~
> h~i ~: ~ 4
-~ •G d
n u u u u u u u u u u E E ''::: _ :. ~` ~ m `' / ~~ k ~ a ~ ~ {~
WS~ ~ ~ ~
~ to M ~ ~ii $ ~, ~ y - - -
- .

-11 ~...

f
t• -
~ ' '
U; ;:::
-
~ - / / m~
w ~ I ,e ~ ~
w n / / Lf
~
8
~!
a o
~~Zl~~ll~~ll
V1 t
to t
I/1 (/ _ - --
y ~ b
V ~ - _.~ ~ ~
W ~ I
ail k ~ ~
O r m -~
_
o
o
1 ~ $ ~

/ ~ ~~
I f I
~ ~
-I ~ 940'24'99'W 9'GR ~ - ~ ~ WQ i ~ '
\ \
' _
~ -
~-x
292.77' A _ ~ ~
- . _ _
T
:. .
p II'~} ~~m o~O

~
Ifi
.. _L

..
t
1

~

-

.

19

~~ f

4

I~j

~T '

p
^
rr~~., ~ ~ ~
V,~ ~
gar
~
~, ~ T
m ~ S
~ m
~~ _~ ~m<
>~a ~

~k_N48'49~56 E
_
8 R
~ ~ o r
~O ~ s
-.
- _
~.~ ~
© - ~ `~m~z
o n zN ~6~.

~~
mo
P ~I

~a

H
_
~~/t

yS~/y~

)'

_

~..

~.~
~
~....

_
~k
23B.i5' z j
~~~ o ti 65,e\
857 G 3.a

f f
~ '~ A [t ~ Z ~~ a S I m ~~ M.oO ~3b0 ASS

_
~
cn

~

~~
,

-

-

-

-
1

,.~...

~

..___

.
~~8~
~ n . 11
~ ~ ~
~
~
~
~ u
1 g~~~~~
t I /

t
,~ ~ : ~ .~ ,, ANN ~ ~ ~
m

1~
~ ~

-

i

. I'

_
i

-

.'+-w"

.a..._,

'^II

, M U

_
SO~~
~ T ,

~~m
~~r
I~ r
2 W

~ ~
cyi~
~
r rz W $~
(-7 zt ~ +

~ ~ $
o $$

~

L
vy R°
~~ m ~ O

_ -' zz m
m ~A ~NKT ~n
m~ ~~' ~~

~ ~

~
L

~

0

~

~

_

_.

~.~.,..-_
err
_~.-...~.
-
,..~.._-
-'r
~

..,

n
~
~
r
~~
r ~ , -
l U1 lD I~i1V
O
Z ~
~' - ~3
+N~~ r~ ~ N Nmm f) O
$ $ 8
~y ~ ~ ~° ~

y7

F
~ I 4 v m r
~~
V 8
Ta '
~ ~~ - f t, ~ - . !! ~ .o ~
~
m m ~ u,~i~+ rZ ~A
~sB S-
~$s ~ 1~~ 1 1 B
a oc
i --'-" tt .,.::: - r~~~ 1. nT' ~ l4pN o.00' /
=
° m o v
=' o
o '
' r _
F
~ ~
6\2 - ~ ~ 91
- n
] o
mss ~~_ ov
mm
v
] m io
mm

ti .
-
-
,..
~ , .
,
~,. ~'I.~
~_~

2. ~.~'- .~
~p

~ ~
26
8$

~

5

~ ". o;
'W
a
~ o n 7 ~ /
~ pog
o44U I x ~ ~ ~L Im~
as ] :::
Z :;::;

..

. , . - mho a N~~ ~ ~ ~ w ~
g '> ~'
o
~- > ~ *o
_
~,_
~
~ - ~ ~
~ os l

~ Teo ~Z9 $
L ~ 4
y °pT _ ° - - - - - - ~~ $8 I 5~o A ~~~~G~
N ~ - Y~. ~'f. ~ - ~ Zm I m ON
o
h = 8 N ( W
O
I I ~ ~ yNl~ .J'~96~6 LV-~lA/
JC -4 $9- s'
~ ~ ^ V $
u
~ a ~'
~E
~ ~;~ : y b_::..:: :.., 1..., x ~

~ ~ \

1 I I ~ ~ DW- PC SAO. II

s ~er~aw -DW- PT SYa. /2
n -- -- - - --- - g+ 1 ~
T

_ ~
N
~ , ~ ~--
~ ~ oo
sa eO•~
- - -
8 I ~
~ _
s,. s.
0 GR
\~ m
`
~9
-

~,~' _-

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

- -
- `1
-.

• _
- _
--
- -
-
-

s I
± ~
\
k
%
m
6 .E Q~ o Z 01
43
nnTO
T

~

'

,'.':

.

;

}

~

'

~

o - 'I'7. (B m
0

~
m ]J
~S.
i
m o
J
\

J

~

~
~. _
~.,
III[[[TTT~~~777 T
VVVV

~_
~

i

-

.

..:.,

.

- -
-

~

~

. .

;

`

{{
!

ii
!

- m

°

d
~ m
' 0
m ~

Z
'a

n

m

u
~ m

ti

°

8

°

~

l

~ 9.
,
e "F
2
\

S

W~

T, S
~ : o-
5.5\S ~
°
~

~

T

_
o
_ m A
\,1 ~ ~
Z ~
O
m G1
~
g

m

- ::-II
-
;~ iF,-1'
4
~

~
- -

-

s

I'
- Z -
O
~:

-

_
-

t

~

'

-

- z _
N~
i ~

~ I

~

~ T-~

~'

~ ~O
; y
m y
n p H "one' ~ ~
a-°~zfl° O~~
y '
etl w

+ ~ O
d
~ 5
a
~
~
- {
r+l '
i
~

~
~

b
4

8
I I I ' ~~_- - - - - ~ I v ~
I - - -
- -- - ~ Y3

t
I ~_
I
:
~~~ ~ ~ I:
4'
~ vin

I
m'

.
~ - x ~
I
~°'~ X °
s ~
°
N ;
~~. +
'" !~
- I~7` (
~
ti ~ __
BL- PINC 19+75.08 lBL-5) h - 11
~g~ b
~ ~~ ~
~
I.
1' .
.
~ _ _
L 23++39.29 (14.81' RT)
A A
x h

~ on

N ~n 3

a
~ 8
z~ ~
- ~ ;; ~ ~s ~ ~_ I ~ AT ~Z W.. ~
_ .. I ~

._)
i- ~ ~ : ~ .~ ~ ~y k ~ a
~ I
c Dom.
W a ~

.~~
E
~
x
T~Z ~ F
'ti
~

c

~
r
N
r
w
~
!l~~~
T.I
~,
~
a

If +
+
~a ~

~ `

~

I n d
x
m
^m ~
~ ~'~jM ~~

~~~,,~AA q1 N
Z
o
! Q O 0 0 ~ ~ 0 i H~ I ~ `+N. W

12/19/2006
:\r dwa \zsc\h4005_Rdy_zpl_L.dgn
07:1~~6 P~1
-~
.. -
~_.
.
. ! ~
I '.

; .
r~ ~

I
~ L
I I, ~
' ..! l
' ~ ~ ,_-` I, ~-,-_ -I-r ~, ' J ;- -1~,_j 1 1-.i.
.. :.. it I=. III -~. ~_ I ~. I r ...!.
F ~~I~ I I l ~~ I _
I I f_ :,' ~ I t J;

_I
_i I I I
' { I

~I-
I ~'~ p~ ~; I - I i_~,. I I I --I i ~ ~ ~ r'_i ,-- ': I I i I n
T, I ~ - _ I~J. ~ ~ I t.~{ I I I ' --I III f.~ I I -li ~..I _I ' I -I it I
~ i 1' ~~
' yy
~

',
~
I
I L ~
, II ~ ;,~~ I~ i-I I ~,~ I ;
~ . , , ;~ ;~ ~, I ~I~ II
' ; ~ ~;_, ,-;; I I, ,, I I I
,
;I~ ,r
l I I,
,~_-1; ,I ~
I
I ,,: I
,
~ .
. ~' ~ -
', ~~1 ~,.I I{ 111 ~
I
- ,,~ ,
_
.
I
~ L~
-- , _ ~.~'I ;,I,~
:
-
_-- -
- - ~: - _IIJ1 _ I
~~ _.: _~. .J_'~',. -. I_'._ II _~J 11!..-_ -.'_i._
i I 7~ - ."-; _; _~.1
. r..
1-'-11 i ~i .
~
~~
L
j
- ' `
~
~
'' ~~
~
'
I I I
I
I
~=1
_. _. :.
'
~
' ,
'
'
'
~
` I i I ~_
'
~
~
~ -
~ ~ --
I ': I ~ -
_,
'
~ -
.
I _
I I
{
~..~,
i 1
1111 11 '
.~ ,
'
I
I
. ' _

1 _
..
~ -
_
-
-
_
~-~ I ~
I I _
-
--'.--- -. ~_.,
, __ ~ ,
~ I ~ , ~ , ~ ; _~
, ''; ~
~. ~, ~ i 1 ~

L I --
,
'~
r, ,-I I ~
~ F
,,
-~, _~
i
~, 1_';
,
r-
'
i ~_.
---
I~ ~, ~ ~ 1 ~ ' . l-1. I I 111..._,,_.
"
-'
1 ~~
„- I- I I ,, I I
'

1

.:.-~_

I,~
i
I-.~
,.
-_ II
1
-._-
I 1
_~.-
_ _ _
~. ~ -' ; - ~_ r ~F ,~.= I ..-_-L~ +^,_- ~ l
==
11-=I L
~
~
~

~-
~
='. ,~rl --
~~
~. ~~.I „~
~ :.~~ _ '=1r~l
_ it
~,
~
I
1 -~--~-~
- i -,_~ - I '.
I
;_ ~~i ii
I
j
.`-
, . -
~,; ~ -
-I
~
'
`T
y
r
~?
_
- ~ 1 I -
r--
J ~
,
-;_ I~I 1
~ , . , I
1
1 -~~-
_. ~~_. ~ i I ~ _
_.,-~~ I LI
. _I-= -
I ~~I - I
i
-,_- I r ~ ~ ~ - 1 ,-
II -.F-. I-1_~,_ -~__-I __L~.._-i __ r_..-: ...
i
1
- I- ~.... 7 ~_: ~~
! r,~_

L_ I _ I
I
_,-1 f ~ ~
r- ... I _
~_~~ ~ __
'. 1 'J I~ - -~_'r J I-_-
-I. _
~ 1
i-I -: I I ~. _
~
f -
1 ~ __ ~..~:.
I I 1 i~ "', I I ~' ~i,
I I
,
l I C I _I 1 I I --, I ~ I
' ~~ ~,
I
~ L I
~ JI _
r
,_
~ '
r 1 I
'
I ~
'
1
~ I
'
_~' I J..
~ f ~
~-7-
I ~ i I I I
;
L
~'
~~i ~ '
I ,_ J _
_
_
__- _ ~ 1 :
' - , _;. ,- I .
;
~_
i--. _~ I - `
~._
I ~
_
_ .
I _.
.L_ _
1 {-
~ I- y,_.~-I. ~- ~ 1-~.-. 1 ~i_j_ _!,I. j.:
I I'. . ~- I7 _._ _
i ~
~' i I
i I~ -1~
-~-
-
fl ' ~ i
1 _
-
1-
~_ _ _
1
, i I__-
~.
1 I
L
_
~
i I ~
~T~ 11.-'. ~- l -_I ~_ II -._LI_'~
-Fh
i
-'
'
1
I '
I ~
' ~ '
I _i~_..

-

1
'
- I

,
'~

I
~ I
~ ~-..11 ~ I L- I
~-1- I 1 I _I- -- I I I_.I
' I"~I. r
I
1
I
I ,
I i
', IF' _I I I I
', i
IJ _lll T .
I
f
r
h
1
.
,
-
1 J I '~-. ~. ~,~, II I i '~. I
~'i''' F
, - _' I I'_I_ Y i -'
I
~ 1 L;
- _~_~
1
, ~ -
.
~ , ,_
; .
.~ ~.
, L I I
1
I ; I
,
~_

~_
1 -
,: , ,
I ~ ,,

1 ~ .
~
~
~ ,- ~; 11
~ L
, .~ ~ ~ 7' .{
~ , ~ ' ' ' ~
I
i II '~; I 'I-,
I
,-
I-II 1 ~~ ~
i
I F _
~j
l
~ ~'- 'I, I_'
-::
I
~ ~
I
~
}
I I ' _ _
~ I ~~ i ~~ 1 ,~
,.. __ .. -- 1._, -~, _._
_,
'
~ ~,
,
~ . 1
.
,
,
~
~ ,
~
F ~
I
~ I
' ~ ~ , ~_ ~ I
_ _

- ~:I 1 I ~

I
-~ ~

_
! ~

~_i
F I ~, I,- I

~ ~_ I 1 _~. ~~ ~' ~-
- ~-
_ 1' ~, ~_:~_ ~ ~ _;, ~!
I
~~ ~
~~
-i ~
I I _I.: ~
-
~
} ~
--F-
'
~
~ ~ _ -

~-
' _ _
_,
; ; ~ I ;.; , -~ '
_ ~ ~'
'
-
~ -~ ~ ~.~
-
'
~-~
i- ,
~ ~ _ _
_~ ~! ~'_ _, ~-'- _-~r , ;
r , i ~-1-~
1I
I ! l- .=~ L
+~a
=i
~
~ ~ ~ -'~ i 1 - ~ ~ I L~ 1: I

-
i
I
;
I ~ _
f ~
-
~~
I
'
r
'
I

-
-
'-
..
-, . ,. I , ..
,
. , . ..
_ i
-
I I
;
I
~ r_~
-
~ .
i L,_.
:
.
I ~ -r I
~ ~ ~ ~ 1-- I•, l.
r !.
i
I 1
l l ;.
~ ~ ~ r
1
~
-~; ~ ~. .
_
~?-~- !
-
-1
- ~
--~.--i-
r. +4 ~ , C, ,. _ I_l. _.._..1 . -I--1--- ~--~-,.. I i
,
.
_
.
.
_
.._
.
,' ;
_
- -
~
-... I I ~..~_~I- ,., ; ~ !-
I_,..L:... _ ~.
_
_, _._,._.

_
--
. I
', i,1''r
, rri
-
-
--
---~ i II-'rr-Fr -`i_~ ti ~i i _' II I-F1 --
-: I ~ ~ --`
l
- ~ - -~-_ :
~
!
~{ I
i J~., ~i',`__~i .
'
i
i i _f~' Tri-
i+~i i i ~ _'~' r'1_'_'-; I-'-~' -1= --- if 'I
T
'
~
~I
~ _- - - - L-I._ I~ - -
-~
T
I i-- - j' -
1~;.-::
-- ' . ,
I~
-
-
-
-
r r r, -
-- - -
-
_-- - -
FI ri _ -~
-
' '
--- -- -
I~ I
~;' ~l ~ ~ I '-'r r I' I 1
_
-
r~, I tl _
~ ,..
_. _ _, -
....
I
.. _,
I. ~ __ -'-
-~ _ _
~-'- - -I

~ I_r-~ I I ~ -I- ' ~ - ---t
_ _ '- -I ~ -I~ i ~ I -?_1~1
I ~
' _.I-i~
-
~
{ I ~
~ ~ I
-F
i }
r `---
1 i
~
rt~
`
- _{ T
-I-- - -
~ '-~ -f - - ~ a-'_ r l7~ ~
-{ I~~
- -I
L
-'~r F
ijj
~
I
~ I
- ~
1 , r_I i I'~ ~ I' ~
_
''
~
f ~
_I--
. _
'-
.
I
~~ -
I '
L .
_ i F r1 i
-
~
' L -.-1 ~-,
~ F
. ~
'
~ -. r. t
t
.. F_
~
:~
_ -.
. -l L
_.I. _F l
_I.~
.~
~ i I
, 4 ~ '
~i-f ~-r T
~- I ,
I
'.
~
I I
- -
_i. I i
-
--I
~__-:.
'---- ~__
-`-
- --
;
--
_ _ I _._ - ~
-~-,
.._ III ~
1_~,. ~

II _

.I _~
i_~'

I '__ .
I'_,.~

ll .
.
~~

I
-.'_ -_
. ,
_~.-
_i. I. i..J 1-I_T -~:F ~_~ I~I.~.-.'~, rfJ_.' --i i_=
~ I __
'
~ _'~, I i- ~ -_'-: _
=1 ~ I __~. I ~ ' 'I '_7- _I~'-
? j :~ _ Ji-1: _~_i.l

-
;17 1 I
~ -_I_I-.1 -~r

h~ '
~ Ir-- II -- Ilr~-'ii -,-I-~--h_ r' -1

JI~1 ~
~ ~ i-
~- ~
r
~~'
l
- -~, ~--'i ~-I- i; ~ I-~-'~--

1 ~
,=-~ ', i ~_I_~~.
-
~ ~ ~ - -

y-
.
~ _ _ _ i {
~
.
{
_%i
r ;
- _. I I`

I ,

' L - -
_ h
ITI ~_ ` i ~- 1 r ~- I L:
~ I ~I-
I
~ ~- _

~1
-I i
I_ T 7 I
I
I
~
r 1 ~[ I; '-~ r

1 +~1 ~ -- ~ ~ I I -;- r ~ _~ ~ I I' L

-
~
1
I - I _

~' -1 I i

i
-
r I it I I
r
r r
i11 - _
-
I
~ i-C
I ~ I
I h
-1
~ 1 F i ~I 1
1 I I ~ 1 i .
~
.~ -- I ~ ~
-_ -'
~ I
I I _
,..~ I
~I I I
; ~
I ,
~ -_ _ I _Ir I I I j i
-~ I I _ i
'
~
~
~ ~ r -
F
~_
I
~,
C ~.
rl I r
- I ~ I_ i
~
~ I
-
I I
-
~-
I
t ~ -,
- ~ _I _
_.
_
~-,--:
~
'
~'~- I
I I ,- ; ~
_
~_
C
~ ~
_i _.'~
~
_
:` ~
11 --
I ~~ i Ii I
~ -

_
I

~ ~
-'
I

~ I - I- '
-
I
L --
i `I I
'
-'
i , ' rT
r
I
~
1 {
ilr,~_
' j I I I

I
-- ~
~
, ~-
~ I ~ j.' f i -1 1

-L... 11
' ~
~ ~ 1 rfii
r; -I C
i
~ I
!
~ -

-~
"
'
_ Y l- , _
_
r ,
,_ III
;~-j-. I II , i i-I.)
I 1, ~ ~ r ~.,
I
`
'- Il __~ I
~
_ I i.1 I-~ I-, L
~~.~ i _. _
i I I r,
=
l
+- r
t
-+f
- - ~
.._ti _ --,.. I ~ _
I
1 _r - J-
~ k ~ T _~1
_
I
T ~
L
1 r r
~~ ' ;
+ ~ -
~ ~
I ~~
J ~~
__ _~ ~11
_I ~r1 ~- I
I -
l L ~
" , ~ I'
1 I
i,
~ ~ _ 1 ~,
- I-1 '
I
I ~
E

-
-
- I

f

I

~
I
r r
-
- I
_
I
-, '-
j - -~ r- _,., ~r - --! -~II-
17 r I
~
r+l {
~
I + ~

~
, ~ ~'
~_ -
'--1 I
I ~T~ I ~
~'' I
~i
~;
_
` 1_I i
I
II
I ,~
I- '~
j I
I 1 '' r:
I
r
11-- ~
~7 1 ~
I ~ t'~ {
I I_
- I
-
-
_
- ,.
-
,_:
.. ..
_r
I
-I
~ '
..' u ,
_ I
~;~ -
..
. _~ I x,_
I -
~- - -
L., ~ _ I i __',_ ! _~~' '. '~~_i_. ~ ~, _~,__
_-,- __~ i- ~i~~ - i..t -'-I it
y l '' I i CI 1,-7 ~ C' I
I ~-~ ~
: C
I -
I
1 ~
i
, _
r
~ .. _
:-- I , -.'__ ;-
'
ll
r I L-
__"'-. I
.
,~?~~_ ~
~ 1
,
h
I
-
~_- ,. '__~~_r_rt ti_I_i. _~- ~-- r i rt-i -
~ I ~ i 1 t1 l-i_ +
.. ~ - -1_L. ., i !_-I . I.. i
. i
~
~ i r-I
~
I
~ I ~
i._ .,..

~
~ 1
,
, I
i i
r
l I
~
i .-
I
I-
{
_ I I III I _
,
I
L _. -
._ ' _.
I
~-
~, '
- -
-':,
'-l
~ ~ r 1 r r-
1 I
-. ~ -',=L ~ a,-, I j-I I I -. !

I I
~ ~_ _.__

_
-- - -
J. I L
' ;- ~
I,_'i ~ i ~
1 ~~L r ~ 1 - 11- I -~ i i I I - ~ 'i
I
I ~ -~
--
I _
-
I i
I
I '
'
_ ~
I
~-

_.
-
- _:-.
-I _ [-,
I -r I -_I. I `~- l'
~- --
1-
~' r t
i -.i_ I I
~ ~F~r I f .
~
II i _'.'
, l: I
.
.
I I ~ l .

-
-
~
~~
i r
r
~
ri I
- r
I. r
r
.
. I
~ I
I - l ~ I i I i1
l
-

-

~ _ I .
I _ -
I i
~ _,_ _Ir _,_
_ f- -,'- -'~_
~ , I
I I-.--
~ -I- l _' - I r
I J.~ ~d ~ ~ I i I -i- ~ I -r''-
~-. ~; -. i ~ ~ ~ ~ ~ i r r f
i
~ - - -
1 :- i
I~ I~
J~ I r 1 _
i l i-

- :-

.. "~- ~
~
I
-~-
_
I , ,
'.,_ ~_
I-:,_ I
_--- -- - - ~ ~
_ - l f j I _._ - f ~ L.I,. 1 AIL I ( ~:I I I I '~_'j-. I ~ -_~
~r I 1 I~ I I ~ rLI
~) _
4 LL
I
~~ I '~~- -I I
-
~`
I =:'_ 1 _
_- ;~~
' 1-I
jli ~i
I ~~_ ~~~ I ~ j= -; - I ~ I _I. 1 '_I. _-
r { i- j l I I
_ ~i i i I ~
~ ~
•

-

_

-- --
-- --
--
- _-

: _ _
_-
- IT--_ l ~ ~i_ ~ _ ~ I _ --
t_ I ~ I ;_ ~- I ~ , _'i_. I l
~- I I f i i
i - --
---1 ~ {
~
~ ~
~
I- i ~ 1 I } i
r i ~ --
~-1 ~ - ~ ~ ~ III
L
- i~ _
~_ ~
;`r I~ --- h' -
`hI I _ ' I - I - - I - I
+ ~-
_ ~ I
=1 I ~ -~- ~
LJ-C"
_~_
l .'ij I
1 -
-
I
_
_
i -
L i_ 1 l
I _
~
.
Il
DTI i
1 1
_- __ ~,-;__ -'~
7
~ 1 _
_ T ~
I ~ T~~ I A' III- _
.a
_~ ! art-
'
~ ~ ~

J
i T
-,
~-~ 1 I
I

~~
~
~ i I
'_ I I f r _ ~ _1_ ~ ' I I ~ I I '
T
'
~
~ Ir
i
` ~
~ I ~ -
~ %r ~ ~
l~~-~- ~i~ ii 1 'I
I ~

i
_
~..
_-

~
_
_I,.

y

:
~ -W- I 1_- I
~. il_ 1 li ~- y

`
i
I F
~

~ r I
I i _~i '~. I. '
- ~ - l'- ,-
I
~
it 7 I~ I
_._
_
~ i _.
~
~
~
~'
~I
II
I
-~, I ;I~ I ,~~ ;~~I ~~
I I 11.
I ' Ik I
-
-~ ~
_- ~, I ~ -
;
~~~=I ~
( -1 I _l- `~ L~
' ~ I-1
1 Il-
, 1 ~]- ' ~ I
J L~ ~ t_
C-1
~ '' ;_; ~ 1. -._ ~ ; _~.~
i
~ I l ~=h ~
Ir I I
j
-- 1 ~
_ ,.
~ 1 ~ , ~
, , ~ I_-
I ,
, !
I ' I
~ ~ ~ I ~ ~_,~ ~I _
.. I
-
I ~~
I ~~_ ra,_I I~ ~ ' ~I .:
_,=I 1 I~ I ~ ~~
I I III
I
-
~ ~
~ ~-
~ ,
-i:
'
~
"
i
~
~
i ~ ,-,T _,
_, ;
~: I
_r~, J
~,
I I Vi
'
'
~~
._- -
- ~-
~.,- -
I ~ .
,-
I ,-~
1
I -,;
~-~
~~~
III ', ~
i III
~ -
_
'
r
.
'- ~._
!_'_
-
_,. ~ ~ --
.. r.J:: ~_~-I F-'~- r-~~- -r:.- I,_. 1~-, I -'---~.- ~ i I li ~_L-_I~-..
.' l _ _ i 1 ~-
.I __
I -
i I I _ i--i ti ~
I 1,-_ ~ ,___ -
- r _ _-
I I I-~- f
~ --_
i-
:~.-
- ~-.~
~ ~ _~_'- ~ -'
-
t -_
-._.._,,_ ~ 1_.. i_~ ,1.,. I ,-~ -~__ ,.,- I -- _I- '~ I. i- f
I( ~
1~~
~ 1
l
a
iI
~f
~
'
~ I
i ' i.
: ~
1

II~~
~
~

CI
I_I~

~

~
-~

_
~ '- ,_ -1~ ' ~ -~__ ~i i
i I; ~- ~
1 ~ _
_

I
~
1
!~
r

1 I,I
I
I
I ~l il
j
I
-=
-~
~
'_''I 1 1 I j
;DTI ,'_ ~~
-
I
~ 1 I
~I I 1
I I ~
!- I 1-'
=
~
1 .-;-

I ~
-- --- ~ ~ ~ 'I
I ~ ~
~=
11- I
~
~ - l
I - I . , I
, I I - - -- - I
1 ~
'
'
l'
~
'- __
_.-~.
I I
.'~ ~
~
I I
l
CI
I III-
~
f ~ I
-~.
r ~I~ ~ ~' _
' ~. _ ~ 14 ~ ~ J
-. ~,_, IJ J;, --',.1__ ~~;I _. -;, i.~_ I i T.-_, 1 -I ~" ~
-
_
' ~
~
~__
~ i Lli I~ ~'}~
iT ~l. --
.. _r
17
J -
I
_
-'~~ ,-J~ ~ - ti - 1_-i.. I _I .-_.~ I ~"T - J
~
I
i
-

` _
V I
~ -` '.
~
_

I

T `.
h
_ _
I_
_ I I -~
I-1-
C f I j-
i _
~~..._ ,-,

cnl 'f~

I'

~ ~ '
.A
f I
I -I_- _'I I
~,.r
I L_
i
1 ~ - -
~ ~ '~'
~

1-
j
rII _~--
~ ~. H
~
~ I I +

- I
~
~ II
,
.
_
I
-t
~-r r , i , I
{ :L I
-~ ~
II '~
'~ ~
j 1- I
I
~
' i
I
,
~
I I
I
+
~ _
,

~
. _-

l L

' ' -
_
__
,T - 1
--
1
'
B 1 - -

' i
I
I
;
~
-
~
F i
~
I
I
,:, ,=
I ,
i
_-
~ I ~ I
I I
I
L i

%
~,- ~ ~ I 1: ;_
~~ ~
r, ~
~ 1
I ' ~ ; I-
. I ~ , ' ,'-~ 1~ ~-~ _' JI
~ ~~ ~
! i L
~ I'
1
~ ~'~
~ I_ _-i
~ , ! 1- `
~ ~ X11 .J
- 4= _
~-
~ _
' ~ -;_ _ ~ - ~ ~~, I
~-
I
= i- '= - =
-'
1 I i
I; I-=- ;~ ~ ~ I Ii
~
-~-~ ~
, ~
+ l
a
I, ~
~ 1 '~,
; r
I__
,
1 -
~
ri
~-
I
~
~ L b,
~
~ _
,, ~ 1
~ l
i
~_;
i ,
;
I I
~ I ,- ~ ~--I
-
' _
-
~
, ~ ~
-~ ~ I, ,
_ _
.
'
I '
r
'
~
~
I _
I ~
,
~ -

~- _
~_
~

I , ,
_~_,_I
L`
~_
. ~-
,, I' I i
~~
~
~~I `
;
i`
I`=~~~ ~
~'
~ 1
r
~~ ~
r~; _
~ '
I
! ~ ~~I -
~
~~-I r ~
i
I
~I_ I ~_~_ ~, I I,I
-~~ 1 ~ I~ I,__ -, ~I ~
1=, ~
A
A
1
~.
_
~ i
_,
,
~~
, I
_ l
I 1 ~-_~_ I ~ -
- - I
l
~
I '
'
l I
I ~
I I I
-
~ ~-
- - ~ . 1
L I' ,:, - I
i
~
-'
- ~ I ~ ... ~. _: ~
i i
.
.
~.
i
i
' I I
_ ~~ ~-: i' - ~ I
I .
~
_-1-. 1 ~_~-
1 I I~ _~`! i -L , ~ 1 4
r ~ :
~ ~ O~ ~ L I _
-
~
~'
- LI ~ -
_
I I; ~
J-1-~ 7 r~_,__I, ! I C~I t ~~_~ ~~} Li-r~ I '' 1' I
' I:
~- I ~ ~~~~
~
~ ~~-
~
~ I
--
~ ~ ~
, _
,
_
-. i.
~-~ i
-i.
j j I -
I
~
~
~ I j
~ ' ~ I
-~1 '._
.-
~
- 4.' ~ I
j-°'-
I
I
~ +
~ j Q
'
' I ~
~ i
.
-
i
I r
'
' ~
~ ~
~ - - _.~ -~ -- _
I ~.. I I
I _
-C -._I
-: `
X11-- r:
-I ~
' i' ~~ ~~. ~. '~-- ~-
- i
-~ .
.
i
~ 1.
' _
I-
_,_~ 1.-~-~~~ !-'.
I
~_I ~~ ,--
.
-
i
'i I --
I '-
-
_
~r'~~ L.i-.--, [ _O:_~ ` ~ ~_.i I- 1i-_~ - ~ I ~ !---. LI. I _._~ I I. - r
L
1 -
~;
~~ ~ ~ ~ I I r
~ i
, LfL_
;' [~~- 1 11
~
I~ I
I I:i
_~ -- ~ _ ~ I -~
~
~~-
~
~
~
1 ~
; I

-
~ 1
~ ~~- 1
~ ~
-_r I
' -_
~ t ~~~;- ~ 7
I
I~-- I j r 11- ._~ I
~' _'- ~
'
- I _
~ ~~i ~ i
s~. Ii ~ I
-r ~~_~~~_ I I ~; -'
-
1
~
~-
~
I~
I 'r
!I
r
~
'

. _-
.:_
~ ~
~ I.
_ '. _L.
L .
i 1
'--
~ ~.,
-
_I
.
a
_~~
-11, -I-~-
-I
-
I
I i - I ~
' i I '
~
I
L
'
!
-
~- - .. ,.
.~ __ -1 ~ -~
~~ r _-i- '~ ' 1'--~-- ~ ~i '_ ~ !--~ ~- 1- -I i
_7.-
I. '-Lr I:Ii ''_ '~
- i I 1
- r'-'~=
~~:J
I I
'
7 J ' f: _
_
I I ~-I
~ ~ ~--1----
-I ,
~.. . _
,-.
~ ,--'` -;_. 1
-I-
- f t - -tI r j ~` ~ L ''..I I ,1 -I, 1 ~ I ., I i ' 1 -j-I--~-{ I
-,
~
I l r
*-I-I
~ I
_
_
_
-
-
-
T 1
~ 1
-
T
I
I
I _- _.._
I I --1 I I i i i _~ . _,_.
~.
1: I
I
-11 = i _=~-f ~
it ~ i
-
-
,._,. :. : _;:h -.
~ '.- 1 I ~- ' - i ~- _
I I 1 ~~- ~
i
- ~~ I '~
f `
-I
I -'r - -
~
-
I - - - ~
~ ~~ ! I :
j s
I
.
~ -i -

I
I -'
~ r~ ~
_
,
I
~--~-
~_ I
I
~_.
I~
I~ -~
~ ~ --
I
- -
~~- ~ LT .
~ - -
-I- ~ -
1
~
`

~L
± i I ~__ ~,
.. I i i Li i -,- I I I - '~
i rh--
~ i I
J

i
i:
.. _. _ . _.
I
-- I I I ~
-
I r .
~
'
~ 1 1 , _
,
.
_
__
_
~F 1 I I-i`
1._ I
L
II r `
~. _ ~I ~ _'
~
I
I
i
l
I ~
{ - ~'
I I ~
:
1I
`~ -,
_
.i:, -
_
,' .
_
~
I I I rl
Il--~ -. -. I _ -~ I I I
-~l
~
~ F
I- -.~_.
~ .I ~ _ I,.
~ I i i -
--._
_, T J
_
-
I_
_ i ~1r
I + I
i
_I-
`
J
+~
' _ _ I __ - I III I- - -~-i I
r I I
r -
I ~ _j Il
_
i
'. ~.~ -I I_.-~1 I ~-
I
~~ _ _ '~-I.
,I~I~F-j_~ ~~. _I. --.
-
_• % ~_.i_t_ - - -f i I - _(
_
.}l t _. J~1-'_i ; I_I-1
t l _ _
L
~ _ _ I" r-
J _'_ - ' I '. _'- - _
- ~ --~ r _ 1i
i.f -__ ~-i I
'
Y
~ ~ ,
I I it-'
'
~. ~. -
i_, I i i- -
r I '_ -r- t..L_ I F
I
~
I
i _ ,-
I ,
,
. i __ -
-' .. I ~
-
I
~
'~ -'I ~ ~- I __I III. _
I I •.
I ~ ~.I-.1- ) - I
. r
_ r
I.. I I I ~ ~
~ ~I7 '~1 ~_
i I
i I ~,
~ -
I
I I ~
y _L. -
I "~ _
.Ji I {I I.~i
~
- _r
I 1
- I_I.~ ~. -
{
~.. ~
rl _ _
-- J~-~_'~r.- _J_. ~-.I
~
~
~ l
I
. 1 -I-.i
__L __._ F. I I. i __.
-_ -_.~
I
I
I
I
I ~
.

I -
.
.
!
I
~
~
'
_
i
~ _
_
-1
i
I
_,_
1,
.-=
i I-
r _
I I_I.i I
1
II
I
i
~
11
_
'
i .
I
I i
, .
I 1.__
i
~ '~
I -
- -
-
_
,
~I I I r
I
_
-
h~L
I
' -
_
I.
-..
~

,__ _ ~

I~ I I- , ,~ I _I J ~

-
- - ~
1
r !
-
I
~I
~
~ ~

=~:1
=1 I
I
I'

~
~
~ _

T I II
I
1 1
_~ I
I
- I
I I
I
~
~
~

I
~
l 1
,
~,
~ ~_~ r_ ~~1 I
-
r - i
i
,-
II ~ ~
~
~ 1
I ~
;I
1'I~ _ 11 ,
I ;
I
i'I ~_~_
~
-L11
;II,
I -III III'
I
I I
_' -, ~\I--
I
I ~ ~ ~, +
~_ ~ -~ II I ~-~ In_'i LLI ~ It III-r ~I'~,
I
I
1 '-,.
I .1T1 -!=~lFl -
~ I { T_ her j
t
I
t ', I ~ 'I ~ II_i .I~1 II I ~ ;I ~
_ _~I I I I '-1-JI r
1
F
I I
I I,,_'.
-_ I
' I
- ~I
I
1 r
{ n
l __
~~
I II
111 ;II
_ ~I I I
I 1
I
{
~
l
I
~
~ I -I
1
-_ ~
I 1 , I
~ I~-
I
~,
. ~
~ 1
; ~
~ ~~ jF
_'~-I, ~ r_ ;__ -~ j I
I
-, -- ,~ 1
Lis
L ~ 1 ~ I
l :1- i
r
~ ~~ - -
i_
~- 1-
a
=
~ '_ I ~ ~ +,;_ ~ _ I
I I I -r I ~ I
~, - ~ '
I I
I I-'
L:
~ L
-
r-
~
l ,_-1
I

_ I
_
, _-F
_
, F..~.. ,
~ i r I ,r i
1 ,~ T
-
~ LI
I
T_I
_
I =1 1 -I I I 1 1
~ ~
I+~
'III
~
`
I
I I I

-, --
I

I

,I~

~~ _~ ~- - _ ~._-

~ I -,, ~ ~
I~
1 1
~
I
,
- -
-

_
_

~: _

~ _-
_
I '
_
~

~ ~

1 I
I ~

~~I

~ ~ '~ T
~
,~ I ; ~ ,L 4 Ii-'~ I rl_ ~ I I __
I-
_ ~I' ,_ - - __~
~
- I

~ - J
_ ~
IIt- .
~,
I 1~ r _
~L
__ I W , ~ r - i {-l ~- i- ~ 1

I ,''~
ry I ___1I IJ t, ~, I
I
~ _ I, I_, I I I I

I
- ~ _
~, ~~ -_
~~ I
',
~ 1
i ~
11 ~
_-
L
~-~ 7
' k
~
I

' -~.
i

I ,
~ - ,

~ ,;
`,
' `r
,
, I ~-
~ I
I
I I F I I -
~ ~ 1 hI
__,~1
~ ;~ i
I ~
~ -~-;~ II
;1 ;,I I;I
~;1 I !~11 i:~__~1
_;__,_ ;I~ I,~,i I~I
~ ~ I I ~-h ~
~ 1
1 1
I

~ _ I
I

I

~ .
~ ~ 1 I_ ~i
~ -
~
~ ~ ~ ~ 1 ~~ _

~I
j
~ _

- `~.i
1 I i I
I ~ i
~ J I
-
11 II
~ ~
~
~ ~

. '
-
- ~
I
r
r
~ :. -
i
i ,_r
I
,
-
- -
-i

~~
~
~
_
_
I
'-~
i-~
-
-
-
~-. ';
-
l ,_~. ~-
r- _ j
~~ 1_
L~j
i
I I
X11--L'- -
_ -i '.i___
_i i
_
'
I
'
r
f I
-
_
_
_
'~
i 1- ;_
_
-!- .
~
_
-
-_-,-_ ]-.~. I
-,_J. ~ r -
li _;. , 1 ~ I .;_
~
1 --f
! 11
I
-j
-
~ _
I ,
,I
~ ,.. ._
: ;
~:' '
~ -
-
:
~! I --
' , __
_1
1_ ~: .. I -
L
1-I I
-~
- I ~- 1
I
-rL
~
.'
1
'
~
'
~' ''
'
~
1 -
r
, I
_r
,
.
_
..
~ ,~-.
_
I ~ ~
I
I T I
.._
_
~
I _
- 1-
-~- .
{
j I
..
I ~
1
, ~
1 ~-,
~
~~
~ i
,
__
'~-
~ t --
-
I
I
~
I
I
~
I -~-
~
1 I I _ I I r I
~ ''-~ I
~
l
-
I
-
-
~ 1 :
l ~
I
~ L l
~ ~

~~

__

~

I

I- _

~ I- _,,_ -1
III-
.
I
.
-
i
1 : - L j I 7 I L~ ~, 7 ~ ~
',
I _

~ ,_
I
i,
._
~ ~ 1
l I ~
I
_
~- l
I 1- _ I I I
-
F ~ 1 11_ ', I _ .
~~.- _`. I. I ~ - I
_~ I_I _ I ~
,
l.
i 1 LJ
.-I I ~_ ~ - I "~_', ~ 1 ,a ~ PE I ICI - I =I I I ~ ~ I - ~ .. I : ~ -
1 ~ I _ ~
I -
I-

I - ~_
`- ~ -
, ~I_I L I [ II._I_ I
L.i-' I I ~ i.- I I ~ -
i
1. 'I- I i
~: 1 - I -~ -I I
~ I
J~
~ ' I-I-_
I -i- ~ -I I- I I 1 I_I I
..
f '
~L_
~ ,
I
~.

~~
I ~ _

1 ~ ,,. -
_ _
~ -
- r
I
L , :-
I L
r
{ I-~- j - -.- ~ 1 ~ r i ~.-I j 1 I
j
I I I Y' _~_-

'

-

~ _

~. ~

, I ~ ~ I-

~ , I _
l _ '_~ ' -
~ -- i- ~ i-~-- T ~ ~ ..
~!~ k ~ ~, ,
~-
G - ~ ~
_ ~ ' ~;-~
!,
~ .!_
~
~
~ ~
~
~
I-
H
- - ---
' +
~ 1
~ J_ I :_~ -i ~ I- I I - I ~~I
~ _i- 1, ' I _ I 1
~ ~ j ~ -~ I
1 I 1-~~ ,=~;
;_
1
=i_
I r-
;
~
I

~-

~ _
r~ , - ~
I
I
~ . - _
I ~~
,
- _
~ -
_
_
,
I
_
1 ~
I
~ 1 ~
, ).. __ ~' -
L
l
~ l
l~ -
~ I __
r _ -
' _.
-..
7 . _
_ ~_ _ _`__' { I'., !_ i-
_i
! I}_
-,~
y tl_.
_-_
_
"-~~- I- ~ '+~,'.. ~ I_-f_~ I. -;.1 'i
~ L. -;
I I _ I a
.~
l
_ __ ~ __ IT
I ~_'_ I--1- L. 1 I_. !:,
___ ~ --~ __ rI I-
.,._. _
_.. _ r I
I {
l _'
1
~
h
1
I
I
~- , . _
_ _
, ! ~ i r i ~ , ~ ~
.
,-
,_
~ L .~.. _ ~I
~
I
~ -~. I-
._~ _
.. , 1.,. ~ :.I I I-, _'-.;- , I I I ~ r.'. ~ I- =:_'_I _i..L' _I I 1 ii_I I 1 L- I_.-~_- _,.i. I.

~
I
,
_ .
,I~ ~- ~ ~
~
F
~ I I1 --

II ~ .', `-'.

~ L~~-1 '-

1 -~ _I,. , ~ ' I I _ -.I,. I t fl-.. _, ,
~I_- I 1- 1I L. _. __-.. ~ _ ,_T
1 ~
'=!
~
~
I
-
~ ;
11
~
'
i;; r
-
'
1 I

I 1~

' I

~ I

I

- ,,
-
,
B
_
,
1
L
__ r_ i r
r 1.
I I I I 1 I r E ~I I ~
_
1 1
I
~'
I
~
,

-

11 I ~ i ,.
~ ~ ,~_
I r
-

~
~ !_i. r
'1
~~~ I

- i~ 1
-h
I
r;-
,
:
,
~;1 l
I 1 ;
~1'
-I,I,-~
I~I
1
_ , - I
_ ~ 1
~ ; I_ I , ' ; ~ ~ I ~ I I 1
I
,
I I ~ I I'~ I
~~
~
~
I
~
I
C

.-
_, _
7
~ ,
~
~
I~
~
~ I ~
~ ;
'
I ~ r.; I~ ~'
,,
11 :I_I 1
I
I
~
I I
~~'- 1 r I
.!. ...; ; I
~'C
'ICJ -
~
1 F- ~' 1
_ ~
~
' h I ,
L _
,
i
I~ r I
I
-
~
~~ I -
~~
~ ~ 1 rI
'.I
t ~ i- -r
11 I ~..,_I1 _
,
~1
~ ,
1 ~ 1 17 ,.-I 11 III III i
f- I -~ I ~_
:-
' 1
~
1
~
I
~ N
I .i-.. .. - ~ . '

~ r
~; ~ I I
-~ I I
.
I:..
,
-_
-
~ ~ -
~ ,- t i.
_~ I _
~
~ I 1
i _I
i I I I
1 _.. ] 1 1 -_1 I
_
.1-. ! I. i. ~-'~ ~ I I
I, I j
I
1-'- ''
- -_~
I I I I I:
I I I II
' 1
~
~
1
-- ~ -
I

x
~
~ ,;..
~. ,'- ,.

I I
1 ~ ~ i .

~ i
_
;. ~ -
I, II 1- -
I I ~' I::.
i_~-:~ 1 ,-
_
,
f I
;
~_
-i F -- - -- Li I 1 --_' I
~
~ ~..1-~.~~ l..i.._I .1.:! L, ~,1 ~! ~ _~... :.~.- I i i
_r
.
11 - '-
- ~ I i CII=
~
~ ._.
7 i i _I I ,~ 1
1
I
.
I
'-j
.=r l ~-r ~- '-~ fir- ~ I 1-.
I.
_
, - ,_.--r- ,.._ I I -I~ ~-_-_ -i- ~ i. I I ''.1 ~ ~ I I_L. I I
I
1
~
II
I
~
~
~
N
?--~ _ ~- ' -
~
' -: '
-I
' .j-~ . ~
- I _,
~'
-
-
l _
.
I
~ _
~ -
I
.
.I. I .I
~ -l,7 ~
.
III I i I ~.
- - _ - -i`-;
. -
~
'
j.

!,-.,
- ::: : y
+~ `'~
-
:
:
~
1 r
~! _
.
~f l.. ,
~
C -
- -
,
.
'
i
-
I. -
- i ~ ~ 1-- - --
': -~- _~~
i
-: ~ I '1- I L
~
-I
1
'
~ ~
j~l ~ I _
I
i
-i.
1
'~_ ~ ~
I
~ .--
t
L
- 1,- ~
' _~_ -
I-._ I i1 ~~ f I
. _-
-
;~ I I
~~~ ~
~~-
-
~
~
I!-
-
1 , . , ,
.
. ~~ I _ :.
.. - -
,
_
~
,
-
. 1
Li ._
1- r L 1~ - F
`
1 I -
,.
_
_
I ~ 1 _
.I -
I
r _
_
_
I
_
~
1-
I
I
r I
-
--
Lr } I I ~ ;- -I
i
j~
- I
~
I i I: ~I
1
i I
I I '~ ~
~
1

-. ..
_
_
: _~.
- -
8
$ ~ ~
„
- .. ,
. _
- -
.._..I
~
~ ~ I l

~.. !-~
I -,~ -
_-.
' -:~-,_
I
~
~ ~I ~
, _i 1
1,
I ~ i", I
T~i ._~--I~ L I_,'J_ ICI __-~.;_ ~ I 11
~~~-
_~_ ~ I
I 1~
~
~ -~-
I
~'
I~
I.. _
-
~-' +I~---'-
I~ 1
.
..I__~
7 -_
-~f I 11
I
~
_
I
~
1
I
I i
1
_ _ I
rj __ -F~ -~ - ~ 7 ~.-'_ L~. !. :..'_~
_ i ~ I- __i. I I I:-'. I __ 'I
7 j_ III
..
1_
I
1
~ 11
I ~
-
~ ~ i
I
E -
~
~
O
; _~ -
.,
.
1--
-._ -~!- -
_.-I~,- _
I I
_,._ I I i~ .:
=
1
.1
II ~~
l:._ 111.-f_ i : -_ j~__
,
11
,
-
~
~ I
I
I I0
0

.
L ~bT
r
_
~ I II
~-~' ~ _ .
_
_
r I
I ~, ~_
~ I, I ~_~
~ I -
4~1 l -~ I
I
r
~ ~
~ ~
r - ~
I ~ '' Lj 1
~
i I
t;l 1 II ICI h I ~_
i I
j~
I ~
T

.
.
1
-~
'
-
'- - __ .
I I i
_
-1
~ ~
r
f
L
-' I _

I I
-_ ~ _
I
')
~ III 1 ~_
II I I 1 1
I I-._ _II ~-11.- I
t
~
~°
1
9

~-

I~
_ -i.
.i
i I

I :_

-' I r_,
.
' 1.

~

I i-I_ - --
_,
- I ~,:
-~
rl-
i- I ~ I
I
I

I

1
-
r ~ '
~
I

..
-
I ,- -) I _ __ I I- 1 i
-:
I i
I I I ~{-_r ~
I
I
-
I
~

Z
(7

-
_~ i I- I
1
~ '
. ~_~',, '. tl _. I.. ~ _L _, i i, i 1
I
I I
I I
1
~'
I _ _L I I~ I i
I I I-~
II
_~.l
i i I ,~~ III I
I
. ,- ~ I F i
-
•
l
l Q
~' __A.~ I i L I , - L~ I _.-
.i. _
'::?: ~ ._I _
~ _ -
_-
. i
I
I 1~1_.~1 -
-
1
- I _ I 1 I
,
I ,~
I
I
~
1
_
_.. __; I 1
I
, I . -
I r, tI I -- - -I
E -'i ~
_ ..:- I - ~-~~I I --: 1 ~ ~-'- I . `1- _'._'I~f _l ~: '_ -'_:1
11.j-~ -
_~ r; I ~ '- I I II ! ~ ~
-}: 'I I
~
~
~
~ {_
~ ~_
~ ~.
~~ _ _
_ I~
~ ~I l I_ i I_ I _
~
~ '~~=-i- _,.
_ -III =-
[
B
F I
-I
. _ _ I - -I
I
~
...L
- ~ I_~_ -, I'
_I I i{-r i I I ~ I1 I Lr rl'
- - ~ ~;I I ~
I
l
1
~

-

.
'

-

I
' ~
.
.~
F
I
'
1
r I

r I.. -
.,~
I
_ .
=~c 1 j
=,
;
-
1 - ITI"-
~ ~'~
I
I
1
f
J
H

I I
,'

~ ' i
t
~ ~ I -

I _.. ~ -

-
~
1' ~-
_

~ ~.
-~
'~ _
_.
_
.
1
--_. ._ i i ~ I-i
I ~ I 7 f:_ ~_.~.i_ .. _ _ I i_ ~_ - I '~...
-
;_ ~ r~ - I ~ II I-- 1- I ~~
,-r , ~I
-I ~~L 1
I
~
~ _

I ~
1 ~ .
_
. I_ _ ~
1~ 1~
~
~ - -
I-~-, I~
I
z, _
-
`
-- 1 -
~ ! I i_! ,rl:"
-~I ~ I~
1 1 ~!_I_
~_ I-__I ~
'- i >I
1 ~
I '
r~
~- ~ ~~
~
~
!
~~ =

~
-~ ~ ~'~~
,Ir i_
_
,
-~ I

_
-
~-
I_~ _
I_; _ ~ ~_,~
. ,- -
~

I
'_;
I
~ I-
L '_~ k ~ ;, ~~'. ~, ~ 11 1 ';- I 1
-
-~ ~{
~ ' ~;;
I '- -

, i 1
-
- _
,
_,I- - -

:.~ J
~~ _
1, ,
~ IIII ~
~- ~_=
_
>_
r_
--
r
~ i, ; '~' I I~ ,'; ~ ~ 1- ~ I I 1 ~ , _. ~
I
~
I -
I '~ -~~ ~ ~~=-
-
-
I I I LI
}
~ z

O
~.._, .: ~ ;~ . ~ ~ ~- ~
~.~. _ , ~ i
I
_
_
.
T
~1 1 i 1~ il~ II 1i III
_ :~

• ~ r
• j ~
12n9/2006
:\. adwa \asc\b4005_Rdy_><pl_L.dg~ B/2
i~7:1 ~:47 P~1

'_.
-
-

~
;_
;-~- ~
'.I
~~~

' . _
r ~-'~:~

~,- .
I
~
~ ~ _
~.'`-
~ ! ,
I ~-II..
I
I
1
~~ I . _r
-1 ~~-
rra-~,-
I-~

_
.
!-I 1_-

I
; I r
1 ~I-..
~ ~ h ~ 1- I
I I
1 i-~_...
`I'

~
~ I I I
_ I I'~
. ~ :-~1 f
I-~--
j-
~
,._
Iii i-!~1
~ I_I..
,_ , ~ I
-4-,-'-...
~ . -L
_l Li

I I
- -
' 'i, 1.
~-# J
L =~I-_.
. I -
If ~= I
I
~ ~ , [
I-i-'-C --I ~-1_ _
I ~ +~ -
__-
Irl I I
_ ~

~ L _'-s
~_-

I-
-~~ ~-
I __
tI + ~1=1 L
_.,_i7. _
~, ~ 11~
____-_.
+~ II

, ~ ~
I -'..'I
; , , I
I

I
~ I II I
rr I
I I , I ' ~~
! I I.
~ , I
I I
- t h I1
I ~ III.
I I

~ I

I I L_ _I: 1
I_I I
,~-
, _,~
; L, ;- ;

i I

1
-~ - ~

_

1
~

- L _
r I

J ~

i I
I ~~--

I
-., _ii
~ r--
1

L
-~
~1 I I_.

~ I

I

~
_ _

I I
~

I
I
-
-~ --__

I Lf
I
I L
! -L
I.
I ~ ~-
-~
- ~ 1=

~

II I
~~=F~
r 1 I

I I I
I ~

I I ~_

I
~-~ I I

1
i~ I
l I -
_ - I
I I ,L t ~__,
L ~~,_ L.-.1 I:-Ih I ,~ L~
,_r 1 L I- --
I
~ ~r
' J
~ LL. I$ _
-.
.
I _
.-
~~ -u' 1
I .
~
1 - _.
.
,„~
I r~F I
'F'~ I I "~-I ~" I
- .-~-. L,iI ,ILI I ; ,I,.
-
_ -I - -'-
r r _L,

- '- '--
- -'
- 'r

-- - _
r1
:F ?_
=i= I
rl
~
- t -
I I . _ ~-
_~ 'r `
I I ~_

~ I r
~ - ~-`
~L I J_-
I I I
" .~-~
I ~~ I r -

-,
~ L - rl
=~ -I 'r
I =- _i- I~ I--
l {
~ I
--
~ r -'i--
IZ I -~Ih' I -=
!~ `::

~ =;i
~ I,
~
- I 'r
i _

~ -''9 `
~- I - -.
I :I:

~ I
L ~
-,-
1= _. I I
~
I -.
~ I I
~, 'i

:
I
~~ ~_

.._
... i-'.-~. ~_
-
_-
- .
~ .I.
~ .-~i- I ~ F ~
I ~-I-i-
~ _~~L _t-- ~ . ~
~ I :L
I ~
~ _I~t
I -~ I I ~- --~~. I_ Il
I ~ --r
~ f-I-H I'} ~ T I,- I -
"
. ~
_
~ LI--
~ I~-~ -~, rl , I ~I 1 I I _
,_I -
~

1 - (;=-. ~
_~-~'_ I--
, `~ ~~.-_ - I ~1= ~=1=~ _~~_~, - j ~- -- -Iti'
I
_'
~ ~_ ~. -=

I ~ + -~

I ~ `~
- ~' ~- I -I-_.-. ~

i i 1 -- ~: =lyl ~ I =_'-

~ _I ~ I:..I=j -~~---

:
_-

_. ~ ,-

~ _ -

~ I ,~~ ~ I-~ I I I -_ ~h ~ -~,-~ ~ -~- ~ _
+~ ~ ~ 1 I_~I I~ ~1_ I -
t- I {~ ~ ~i
~~ ~~T=~a I ~ L~ = ~ ~ I ~-~ 1~~ 1 ~~~ - _ I
_ ' I '_~_
~ , I I

~
I
:_

' ~ - •.-
.- ; .I. ... -
I
'f-;-I_
L I IJ-.:

I

~ ~ I

~ T"~I- - I h L-_-I I-I ~ 1.

I -'~.-1 I

1 : =1-II-

11 -- -1 i-1- ~~ !1.=

I --_-I - `~.-1- J-ti L L :._ ~-

'
-
L~-~~.

~ _I. i-

r -~_i I

~ -. "_.~_ ~ I I _~.-~:.=

. r/•= =i=.;` I

I -~: - ;-j=

1 ..- _I. i-~.

-

-

_ '
....
' ., -
.~_
i
_.I '_
_- i - _
h
~' ~_
1- I
_
Ire
. I
it -iJ_
{I
I J-
.~. ----
--
I..
I I _
-i -+~ _ --.
~- _
~ I
'-
-1, -
'-I~-I
I ~
+
_ ~
~-,-,
,.I
L.
i
I
I
', ~
~.
-
_~- - - -_.. '-~- '_ ~-
1 I _I_11 I 1=_.
i
(! 1= ~ I,-
I
! - I-'.R
' I 1= =~I-,=1 I =~'. Ii _ -1 I _'. ~ -
i~! -rl t
I
~1 ~i _ _ ~
~
~
rl l _
~~ _
I I_l _. n _I..= .._I ':tr_I= I ~ -'-.i!
~- 'I..I- __i_
jf
I ~ I ~f
- I _ -._1-._r
__
-.

-
_,
I
~
.- -r,. ;,.
,i `
I
- t f
~ -
'
~ I I-
i
1
PIII
1i=~
!
t, I
_ :. J
~
I
,
~; l ~.
,,,~~
I,,I
-
I
-~~. ~
Ii
_
..
'
.1_i- I 1 4 ~
I r i.
_
_.
-
- __ I r
I rrr
_, I , _~ ~ r ''_'I-` _

F ;_^ - _
I
~ ~
~ '." I
I %s ~
' i 1T
I
I

7 I - -
I ~I'1
~ {{_
1 =1_I _I
~ 1_F _{_ j
{ -I,~-
i
~ ,_ __~ IT

~ _I I-1
~ , I j:
L;.. 11

I j ;~

i r ,-

iL I ='I i_ III ~ j i=''
~:_ I , :
~ I ! ''I -I I ,iii ~ r~ j I;- x`
4 j
II L
I
~ ~
~I .
I! 1
~ -
I ~
~ -N = I '-' + III ~
~ ~
I` I l ~ ~

----1
_
'_
~
_..
-
i
- _-
I ~

.
,..
_
_
_i ~
I
1
~
I_
~
~
r~ ,
, _.
1 ,
~,'--
~~1:- r

~
~ ~
b1'-
~r
_
I ~_
~ I_
~I
. ;
1
_
L.
~
U ,
1_i L
~~
.._L__
;
s
.I I
I
~
-J___ ~
Da
i ~-
~_
-_~-_~-..
I~ _..
.. _ I_
1 _,
~, _i
_ i_IJ.. J I
a ~ _
'_ I
i- I I
'(T
~~
-, it
~~
_-i:.
I
~~.-_
~
,
~I
~
ri ..
=1
1~

~
1
j_.
~,-I I I -__
I _.I L.
1
-'-I-
II
~I ,'_:_
,.
-~_. i
L.
-
,
I _
-
,
~ ,~
1
I I ~
,~~ l_ ~ ~
=~ -
- ~~ It :~ la ~
= ~~~ =17 ~ .~ . I ~ ~ .,I I ~ ~ 1 11 ~
_-_ --

- _

__

I. I

G _
I , ~

II _

F-

~
F ~-_L_

I
~

'
, _

~L _

I 1.
~

'

~

1

I _

'

1 ~,

. ii_~ ; ~

r' I I
-I F~_ _

N ~ _

I
-'

j i_

~

It

,
i

1 1

-:.
1?
I

_I

t F
I
I

i
I

" I
J

_~
-
~'
__
_ ~, ~ . ~.
: i.
_ _ _:
.
1 .. ,- .:..:_ _t-
I - 1
~
F _ . _. ~ -1_. r _ i -.
. ` ~
~
__ _ ..
- --~_, _... - ' -~,.-L ~-..
-' i= i
I.;.. ~
_, -
_'_
-_' li-_ ~
, ~ -._
_LI ~ _
-.L-_
I j- ~
~ I ~ ._
`-"__
~, "1~- ~i I I-I- i_
.~ i_.:_ _ ~
I =_ -'-i
'.I I. ~ ~n_I_.
~
_`..I_~ _ ;_-r-I
I..,_~ I
~ ~'-.1 -
-~'~ I I _I
~
I I
I I f i-I
_ __'_' l
!~
I -~ '~,__.
I_
I ~
~
I n L
L
I
' ~ I li l
~
~ I
I ~ ~
~"
-I I I
I - _~
-. ~ ~ I I I i. I
_~
~ 1
I ;
`_
'1_
_

..

_. _
-

_

'_ _'r

I

~ I

I ~

I. ;.-
I
J ~ -

r-~

I I

F- t

~. ~. i-

~ I

L

~ ~'

~

I
_ ~ 11

1
~~ h~ ~h

T~
=1-

~1 ±J~ ` I _ II

-;-
1- _

~- _ I

~ _'~, ~'~ -
__
_
~~J~. _

~ 1 I -
_
.
-~~-~A- _

J ~ I

i.

1

.~

_

r I --

-'_ _ ,
F
_.-~:..

--_
_.
__.
_ I
,_.
I
I ,_,
-,
~
L I ~I
-
L~ ~r.. I
I
__
I
_
~ 1 ~ l ~ I :~~ I,=
J jam ~-1 I ~
- r 1 ~- T I~, I 1~1_
-
~
- I _ I -'~-I '_,-- _

__

.

_
I

_ I
I

T
_!
I =

~I
. I
~

`.
L ~ -
--.
I-l ; T-
~

- -
~

~ .'-
.
/+i-

I -i
-r
~ ~-__
J..I ,

-
, J I -
--
-
J-Li_~_ -
. I

~

~i,
+
I. _ iJ_
~ _ -
1_ ~-

-

r
__I_ T
;~_r
,-tip -
-~

11 ~
~

,_
~ {.
_

r r ~
_ I -

i ++
I __
_ _
I

',

I
'_-

~I h -
_I _

h
~` "

11-
_ .
___
I _ ;--
~ _
-'-- 1 ~
I ~
- I
== ~
I -,
'. ~ t
-~-~
~_ -2 _
T - I_
I I'r-
~Li'= IJ
I ~~-
=
,~ -
~'
' T
~

~ i-`
I ~-~, i-r
; I, ~ -i I ~
F

I _ ~~ -
' ~I L..-

~ S I
~ C _

~; If ~ I __I 1

~
' i~~
~ L
I
_ I

~ rl
~ ~
I,~~1

~ I
I _
I f-

I

~ _
- _

-
-

_
-

~
I1 -~ 1
.~

~ __
_
I~
I I
-~~F
-F -
.+P
F-hI -
~ a -
,-~
~ ~a

~
=!
~
-
7~;~ _
~~ --
_~~1 _
r~
~~ - -
~~~ I~~ -
,
~ 1 lr
I+~ -
I~~~'-
k
~~~
L~;=
-_
-
r
I~
-
1
III;

.
I
L~~~
___ - -;
I 1,
'
I =
1
I e
~ -~~_
-
= - +
'
' I =~I-~L-L
C
~ ~~ ~
- _'_~~
L LI ~ ~~ ~_
r : ~ L
~I L ~-
~ _ -1.
=Li! ~ _
~:~~
_ r
InJ ~-I
- '
L
1 I
- -~-
- - _

~ ~_-,
{
.
~ 1-~ ~
h --
i
I ~ -- _
~.. ~
L ~,-I
~ ~ = I ~
- ~1
~ -
- ~
- r Lr
i. ~
-I ~_
, I 1
ITt= I
-h1 ~ ~_ _
'-
, -

~~ I
__,- ~L; ~
.,.-.
_L--
,~ I !
-
I
' '. ,
'
I -~-I
P`~
-
-

- - -
I
.',_ I -_
I ',_ --
I ; I _ ~'
I ' 1
'~
'-_ -
-
-
I
=~ ~ 7 -=
-
, ~~ AL
_
; _ _
_.
-I i ,
~ __
_~_
I ~_ J_
I -.-
I, n-~ .. ~ ,-
I -'-
-
I
~
' ~ ' ..
._
_
I _
~1_ _ _
1_
~~ _
_
_
_ n-L_ _
__
_
' ~~ _
rt-TI _
-~r
~~i-F
~-,
~
:
~
~
i7-
I I 'I~
1
~ e_ _ -
-, ,
III ~
-~ I I
~
~
1
~ ~_
~ ,
=L -
: ''._
-
-._
I ~_', `
-
_~ --
_-
_-- _~.
- I
_ i I=,
!_~
I I ~
_ i_
~_ --
.. .
-:
~ f=Li
~-~-I-.

.
_ I
rl .. ~I=1-
.':.I_ -='~-.
I 'i!_..
~.. ~r '
7_
~_
_I~ I- _' ~:-
1 _~--

1
~_~~_.. I
I I _i.

~ ~
~
I
_i. ~~'_,
~-I ~
'
~~

I ~~_'~-
~.
i -,_,__
~,~-'._
I r -
_{+
~ ~~ I_~...
I L. ~_!.
!~ I ~ I-
~ r
I - ='=
~L..
~ _~ I",. 11I ~
_I IJtT -l ..-.
I.~i1~_L ~ ~.
I
~..
~.,-
i, ~ ~
I ~:- r
I
!- ~-r
--
--~_i -. ~f:
:_I i_
I I..~~ -,=
=_ ~
__ I - -
_- __ -
~ I._.~I~
_ -
J I 'I-=
I F
I_.

~

I -I
-._
! I i
_.I-

~ I

I
~' I _

=_ -' I~I_~-
_`_'-f._.'-
_I

- -

___
_`

_.

i

- _,__,

-h-
- _
i

-
~.
I

I I _('
=1:-

~~ r~~

-II
I 1 ~-I_^
-.- -~I

f I I__I _
•'_-~~.

I- ~-i
~1'

l I I
' -~- ~ I
~ L -_

I
I I

T
_- ~: r

'L
-I
1 ~{

~ I=__
l j=~~'.

L 11
I

I r-'-

1
"1-
_
~ I _-

.r
- ~
~ I _
'~ ~-

~
L I - ri_~
=1~ I 1;=

~

r
~I
_I .' f
h _
{-L_

~
~ I

~
_
_ I I
~

I
-

rl
~
I'~ -

I I

'=1 i_

I -_,-I _

r
~
. _ ,
I ~ - _~=~Y" ~ h
- i ~
-i' i I _
i I-
I - _~ _ _
~ " I - _
_~JI I. __ - 1 - __-- _- I-
_._ __ ~ I ~ _ -
. ' __ •_ -
_

. I ';-

I -

' 1

.
-
- -

~
' I

~ F 'I

i

I JI _!-1_ 1 -__ -

I
I I_

~ Li.-

i
~
[ ~

I
_J
I-~_

l _.I ("

-.-: I
' 7 ' '_t

_L
J _L,

. rtl I 1--~:-

~
~
~ -1 _f ` I

I
I
~l ~. -1, I

~., I
L
T I

IT _

j
- I_~_'~.

I~-~ I

r- _,.

'~= l
~

111 --

'-` i

_ -

I I - _! I

-'~ I -

I I

I _ _

~_~~~
_

_. __
_. rl -
_._ ,_.
-
r
-, ,_
_
'---. ...
I
I I: -!. ,,-, - ~-
. _
--
I I_ J _
4 ~ ._
,_
.
_ r; _ ,
I r
'
I.
_ ,
.
_
I I-I I-I _ ,.
.-
_:
_ ,~ _-
~
_ I _
.
--
r~~ _
-
~+ ~ I _
1 ~
I I i + _ I F ~ ~ _ I
~ TI ,III 1 ! I I
___
__" __''
__ '_~ -
~, -
~_ -,
'I-
I ~, r. ~
~~.I:_ ~ I-_
-~ -__i=
--I-'- L ,
~ ~~ L=1T
--~ ~,
- - IT_-
~ _ 1_~.-I
L~ I ~~,,_
~. I ~-~'-
~ !!-. I ''-1

-~
-
I ~-Tr_
t F*~ _ L
- I I ~_~~

~
-

~ = ~--t~

~1~ ~~ Ii: ~~ i -

ui ~
--- T~ 1_
{ r i_
L IJ,~

'-~I I _
- -
~" -,J Ll
~I ~ ._:~~.
-I -
'-~
-
- -1"

-
~ _ I ~ I

I
I _,,~
-- 7-r~
I

~ I

f t
i r'_~
- - I
I -
= ',_--1-.
-- -
--

-
_---

-

~-
_I_
_,_

--
-.-

~
--
-

_
--~

'~-~
1-

I
.~"L
-
-~I_

i_
.=t
_i i=1=.=

~
I

~
~=1=`.~

I

~~
~ I_~ -

I
~

=~
-~ 1=

7
-
-
-

~
~~~-
~-
f -_
-I-
.-.'
-~~~ i
'"'_._

~
_+
I_}'I
1 '~~

-
- --~
1-1-:.

'
--
~
-'_ -I i
!
~

~
7,,,=~ r I
h ~

-
~-~rt
T
--
~ n -~==
I 1 1 i - ~
-1-'_'.
~ I ~ I-
.=
- I

~
:.i~. 1

h
~~'S-
: i

r

I
:
`i=

'
=

-
1
I
~..I I

~
-
_I _
_
-
~ I
-

~
! 1-'-I

~
-'-
--
-
I

-
',_'h-~~-_

-

~
- - ----
I - I -1=i I ~ _
_ L J -~- I ;~
~ -III - -L~'r~ '- .
- rS-- ('~ 1' T L ~ ~ ~'~ ~ )_
-
I _~ _ I I ~ I
. !, 1-~-
-
-
_.
- ~ -_`
_
- -`- --
~ .__
- -
I
_~
~ ~ ~
~.

I ,._
I ~
~ I •-
~ i_
-~-- ...~
..I 1 I.
- ~ _ I
-'~=1-
~ ~ =-
'i~
~ ~1 '~=:=1.
~ ~,
.=I t-' --
I
I ~
{
t-
I I ~- -
L h'I:
~ I --_ ~ ~
L I ~ I ~~I-
_I=
-~ ~ I _ ~
Ci-.
~ I, I ~_ "_
i~t =- _,
J_a-
I -~ -
-h
~ ~ ~ ~~ ij
~ U_~
I ' - ii ~-
r
~ ~ -', ~ _
-_.
-I ~ I t ITI ~_
_: •T _TSl__
~; ~ ii - i-~-i
I.~~
~ t I 1
I_T I
I I - _
__
I I I -
T
r ,= --
-
~ ~ -I-t--i-
rn=-
~ I ;-.~- I I -

I I r --_ -
-_
i -
- I
~
I L
:III
, ~I I I {._;~
I ~'
~~~ ~~ I ~ .1

~I ~ I I '.
I _L:I
I ~ I =. I_
~. "~_. I .
.=1 : i-.5-
r

- -

~ ==1

Liz 1 ~ r

J _;

-
~~ I ~ ,, .I

J
- ~ I-

~_h

I

~'-~t I-=

L i i I I ~ _ 11

~~ -I`I

~T

~r -I I ~

~

-

I

I

~ ~ ~

- r
~-r - -

~' 1 7
~- ~ ;- I -I-

~

1 I-,

JI=i I- ~-

hI
-

_ I I ; I

Yt

~.CT_ ,

I -

I

,.:
I ~

~

- _
-~ I

~ ; I I

I I

I

I

~ 11

I~

~ -

-
-
-----
--'- -~. ~
-- ~+'

fa -- ..-~.
I ', ~
-
-
I
I L I_
Ili I -'~
~1_
_1 I

I
~_~_I_
~
~ 1
`1 __
_I ',_~ i
~ _ '

_ !
{~-- i_ I
I- '-:. i-
I ~ ~ I- I
I 1 I-

,
-~!,r" I

I - ~ I

1=_
-i I I

T T
I -- I-

-
_-

~ --1
~I

- - i

- '
r CI
~
r~ ,r
_
i~
,
=I
~ -

I-, ' I _
L -
I

1 --
-j-_ I
-i
L --'-

i j_,~L_

1 I
f ''.-I
i-a-1
I I I
~: I I~ I
i1 I I

i' I-.I.
j-1!_L.
- I

I :-I
Ij

i-
I ~ _-

-
;-.,'
le
-_ - - ~ ~
-1- ~
' ---II , I
~, -' I~hi' F - -
rr i I
I ~~
- - ~ 1.._ I -
~ FI 1
I- ~
-- "
I I I
- ~.' --I
-- -
_
V---

~
I

'

' ~ _,

' _-'-

I
I I
_
I - -

~
I I I

~ ~ -_'t

~
'
° _"

r~
1
I
~ LL

_ ~ I

~ is

_
j
I I

~ u~

~
I '~-r
-~

r _
-
. I ~

I- ~ _L

~
~ I_

I
I ';
i
.ti - I
_

I ~_;__
I- -
Ir

~- -,-~

~ _-I:

~

~
I

_
-_--
' - I I

I

'i

I. `I'

_~=I I

! -

- J' I

I
- - .--- - - .
_ ',.. r
'
... '
_ _ ~ I ~
I ~
`, I I -~
I - i - ', I l
I- ' I -
I -1
~ ,i
~ I I I I I I I

--

I

~
_
~_,-
.
I
L
~

! ~-a'.
L
~ ~ ~j= - -I

~ I I-
I
I
I ~ 1'-

~ , I ' I~-{-

`- _

i
_
~
~ rI

~
~ I -j- I I

~ ~ -
~
I r, ' +

I _l
i
I I,_
- -.
'
~
~ 1-1 _
~
~ _~ _ I

~ =',-_~

II~~ I 1 -.

I _rl I.i_;

~

~ 1 i -

I L' ~- ~..

_I

-
-
- .

~'

~

-

,_

~I

I
1-
I

T
I
~
~~,--F

IrI

~_!.
~ ~-I ~

,
~
- I-
-~

~-L
, ~

_
I_
~
!
r
,
-I
1 ~
-n-
_
I-
r
~ _

-~-

F

iF

iI~

I?I

~

-I
i
,
--

1
1~ I ~
~_
' ~
a
~ ~
I I ~,
~
I
r I-
-~-

~

~] I
7 1 T

i r - 1
IIi I
I

~~
'.:
- ,I
- ~
-
- - ~
-- _
~ -. _
I I
_~
-IT a ~
~~
r 2
-
_
- '
~ I_
4 rt~ I
~ ~
1
- I-_
I --
~ ~

I~ I
~' ~~
- ~
t
! L
F. _. ~ r1 I I-
~ ~- -
~ .;} ~
~_I
I _j-
I _
TI
I a
11!~-'
~ L I I
-
-
~r T
_ _
'
-~~.

-
- - ~

-.- --

-_ .

---

_
'--,
--
I

-

_
_` I
-
I _

-
~ I

-

_
T
-
-L
~

J
1 u~l
;_'

~
T_, ~-

I
'- -
~; 4 r
I
_.-

T
J I- ~
L

~~

~
~
=

l~
I --
1_~

L
~

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

' ~ ~ -I- '-
_'-_
-

~
-w- I
, r
-

I
- -:--'=a

.-'..-~._-~

I I ~-
-`-= J-

I l -~-:

_,,
1
~ -I-I . ~~-n

_ ,_i

1-~--
~ 1~1 r

'I_ ~,~ ;, i

i- I
J"

) I
'--
- --

~~.1-_
~
I ~ a
-L-
I

~ 1=I-

- i
- ---
~ , I -r I

f• ~ I
,=II-~
_ ~ ~

j

,111
-LI r
~i 'i 7
I ':--.
1..1=.
~
-i

Ia
i
I
', _:~,
----

---
-~-
-_
__ --
_

_ ~-

;:,
. r, ~
I
- ~
I

~~' :.
I ~ I
~- L

I I _ ~_

I
r
~ ; ~

~ I I I =

1 I I-
I
~7
S

I

~I
--~
~

11 I

~1=~

_L.:.

, ,

-!-1

i

::1~__I

~
Ll-= ; t

I
,

I ~ ~

I ~-~i. I -
-
~ 1= -

- i I
1

I I ~

~~--1.

I I ~I.

-I. I
, I

,.. ,-.

., h

I

I
--- - _. I ~ _
~ I _
. ~I F I ~ I I _ .
_ I I I =1 I _
~ ~ -
~, -
- ~ -~ =
-I
~ ~ ~ I II L, -

I'
,_
11

I-i- I

I
I ~. ~I-

I
~ .-1 L I _i

I
~ r 1

~

~
I' I I

~
1
~
J I

I I
~
~
I

~
1 I

,

~
~ J-

'
~ - I
I
z
I ~-

~
~
I

11
I
l

,r- ~

11
~ I I L

I ~'_I
~ -

ri

I

1

I I
I

I

~ -

_-
_ _ - ' 1- _ -!-~ -I t , i- I I ,. i_ .
_ I r I ~
~ I
-- - ~
II
11 ~
IT
'I -~
~ ~ I I ~ I I ~ h= ' I ' ' ~ ~" I
~ ~ ~ ~

;,
= I I ~
I
I I
I II
I -I I I I I I -I ~
I I I ` ~~
~
I I _I ,
~
I ~ , ~
I ,~ - I
+
j
I I
~,
I , , I ; ,
I 1 I
I
~
I
I

~ ~ I
~ 1 ~!
~~ ~ IL ~ !
I r-l I I I ~ ~I
I I - l ~~- i,
I - ~
~ I -t I I I I I I
~ ~I ~
~ it I -i l 11 'i I I III = I I I i _j: ~ I I =, ~,I
--- I ~
'
~
--'
-' 1
r -
~
-- ~

L11 1 ~ I I-
~- T ~ ~
- r~ , _
~ 1
-- _. _
'~= I I ,=- ~
_'_ I . I
~
r-
~1--
_ _1
-
LT

I
_
A _~

T I
~I- I I
~ I

I

I
I

II
r-

I
I
[
a I
!, I
X11
1-
~ ~i I
I -f r
- -

' -

1
'
~

~ I

I I
-

~
~

~~ ~

1
1
- I
1~
~
I ~
_ , L
I
`
.~ .
t
~~

~ ~ r

A

I --
u!, -
~ ~
^ _
I
'

-I-~'
T -

1 1
I
-I-.
I

I

' I

'
- __

~I _-
~
~ f
~~
-I~ a
j
i
l
j
tI {
- -
r '-'
I r4'-
=
' : I

t
~:: '
i=~

~
1'
~

I
i

I I
I
_i~..
_.
-
---
'_-._ - -.. ~
--
-- -;-
I---r -
- rr! ~
,
-r I
~ i
!_
~ ~ ~_',.
~ ~ ~ =
L L
~ ~ ~ =,-
~-
_` - '_
~-
"
~ I ~ l.
~ I .i_
I
~ te= ~._
-, - . _.
r _
~ -
I
I
I _
~_. I ^TI
_r^ ;
~
i~ _. N ,,
T j f _
= -~-
~ h -
_
_
_
- "I - -
__ ~_ - 1 L
-- -
~i _I-
__ -- ~ I
__.~_ ~
_
- I I
I I ''_. F ._
I- -
_ {
- - I-r j
.
I_
_~
-'''_- I
I . ,--1 '
~ I

I - i

_ ,- I-
I F I I
_ 1 ~,'
__
I -i I _I-;=
I_. r- r I_

Fl , ., ~_
_--~-
1 I-, r~
-L ,
1 _
~
`~
r"'I-.
_
' ,

I _

~
~-1 __ __-H_

I -1_r_

r -r-~ r,

-~ I __

T= y

I __IT

!=r ~ „II ~,

I
I
- It -
,-1 ~_ ~ a
-,_ - I +
- _I_
L _ ~
- I
-- 1 r _
~~ _ i _
-~ i ; ,
I I
I ~ L
~, I ~
~
~ I _ ~_-
~--~
a I
j _
r_i_
~~;-
I I, ~ ,
- L
- ~ --, _-
~ _ 1 ~ -I ~~- -~
~ ~r1 ,=- 1 I-k'
~ 1 ~ ~t;_ I I ~ ~ - r - _
- -
-
~ --
-- I __ , _I I , ~~I
~ 1
_~ +
~ 1- w_. I
~ ! ~~ I ' -~
I - ' L
~ ;_ _~ _
~ I _ I
`~ !_ -t _ -
- I r I ~_ I
F I _ _,, rt ~_
~- ~ ; ~ =
~ = ~ _ ~
~ _~I , ~-~- ~ !_
h '1- I ~
;_ I , i1--
a ~
~ -~,,
,
T I I
-- I
' ~ I 1 ~ r-'r ~_
, ; I
~ - !_`
~

- I I

I 1 . ~ ~ T
,
.-~_
,.
I- I
_.I I
L- ~
I
II
I
- 1:
'
-I ~ ,,
I, ~

T 7
-

~ -
~-
1 ,
,
,I
;I 1
-I
1 I
11,,'
'L - -
,
,
I,
I I,~ -
,~
+

_
-

~~

=

~

~~' -
,
, ;=
I

1 ~
~
~
o
, ~_
I

N

`
I _, ,
1=: i=
1-~'
,
I
1
'
~
4

~
~
I
~~
~
I ~,
1

~
.~-
~
I
:
! ` {

I
I j:
{
I_!I=1
I
~
I
I ~ ''' 1
!-~: ~-1
1
~
III ;

~
~~
=
''_` ',_~+
-~ I
'` (
I~JI ! '; ='1= = I _
i
-~'• ~ I, ~~_ ,_ _
~. 'r!-i- , I I - ~T''- _
_
I - _F~
~ .~ -1~
- ~ ''J ~ ~ F
--I~= r~ 1 ~ I~ I
- _
-~~-' _
T i-~- =- _
,-'-4- --!-'- -~-I- ~-
~-
i I ~_I,;~, I.I-I ;- .!I ,-
1, I ~.
!~,
:a
~_ I !- f I I I
~= f i- I~ I ( I~
~ I _~_ -
r I-~. - -L ~I-
r 1 I_ _.. I
1 I 1=~1,~__ I I J
I - _ _~ I 11 '.
!1~ = L,
~' T~
~ r Y I 1_
1 ..~_ I = I I i I. I ~'..II I i _'~_~I--- -. = :I=I-. -

- - I
'._
- - - _
-- I
_ ~_

- .
.

_

__ .
_I_ I

I~-

_r

f
11 ~

I I II_

I ~-

I

1 1
Tr ''

11 I~

1 1 7 -

l
r

L
- - 1
= ~: I L I rj 1 I ~
I
~r I I-11;1 ! I
--
~' "_'
_ _-.
! ,I
, !

f
~ ~ p
p
! '...~

I ~
L--
I
' i r
T~-!~ - __._

I IIi-=
~ ~; -J

~

l I • iiT
~p~',
,J~ -I ~

11~~
~r LI
I ,'~= I
~~ '.

~i
~ j -'=-.

111
~- -I--

~
!~~ ~ 1 -

,
1 ~ -i-I I I
y+-- :~-I. _-
-~Ir~
-1-~~ -j
1 11_
~ 1
F ~__ -
--- I
~~ -_i_
I
i I J~- I

I
= I~ ~. I.I..

I
I I-i= I I

~
Ali I .r. I,-

-I I I-i..
I I
,
_, _-

i-
I
1
I I-
I I I'I. I
, ~ .i ! I

!
I ~ ~I :'. _~
- '

;_ _
I
o I I
=''-1 1 L _ :-I-
G
, 1=1i_
'' ~ 11 IT'_
_ ' L i
_=
L
-w~ ~' ~
~ I ~ j-~-
L
= I
I =1-1 j'
I -'-=1_
I _~I~
~J , F'_
=
1 ~ I_C
! i
~ _II -_-
I' ~-1_t1: 1
{fl
I
~ I i:
t I
; - '
~- -
~=
:~= 1''-
i I
: i-r
_~ ~ T
I `'
- ~ j I
r~ ~
I _

I! I~
I _'i ,
I-I-~ I ~
, - I- r
- 1 -L, r ~ T_ l I -- -
h
I
-~ -
I~
-~,_ I
___I_
_' -
11 -
~ ~ ,. i
-
' --
-
I _I _
I~u .I
-
I~
-i- _
_
I I 1
a- ~
Ln
=C= _
~
~
1
~
, 1
I
I

~

-

__
---

_
.; ..

_
~--

~'

_
_

_ ~-~-
_

I

_
~ ,
~ ~ ~
'' i , I

~
~

_
~
-
~_'-, j 1-
~_

_ -- I
L

r
I ~
i

~I
~a-
=rii '..
j

~ -'-I~

-~~
~-

r~ L

~
1 -

I
~ 1--

-j~_ - n

-„ 1,

~ L' i -r
~

:
L -

t

y. -
~

I

-
-Il

~ I
~~

-~ I _L~= ~
~

i
~ ~ ~ -
I

i-j
7~ -
-; -I

-
~' I ~ -I

---

I
-

~
1 I I-I

-=1
:,-
I ~
h Ire

L
!
=i_~

1

1
I

I
I ~_

I ~
, I

I
~ 1

I

I -
-- --- ~
- - ! -;- -i- - ~-~; ' ~-- .
' -~!-
' rl~,
'' ~' , I I I
I
I I
~, L
I ~
~- ~
- n ~ _
I ~
_ -
~
i ~
' _ ~ I I- ,
=-~_I = 1 I ~=i-1 I
~
_.__
_ _ -
- -
-
- _ - - I -~~-
- -
_
~_ Lr~ .I.
I '~- -~ ~
= I ~
' F--
I - ~
I_ I_~ I I ~-
_ I~f-J_ -' I
' ~_ t ~~ -
_ - ~. II_
_ ~~i_,
. _~
~ L L ~
=- I I _
-~- f1 i ~-
! I ~
~ ~ I ~-
.;~;
~ sL = ~
I
' ~ -
i_ ~'- -_ - =t
'-I - I ~ _
1 ~~- _~
r' I i Lr~_
!-1-I- I
~ I I
- ~=1 ~ 1
I . !
I- 1~
~ i ' -
F 1=1 I ,
I
I ~ I I

- ~.~ .
'_
-n ;
_'

_ _'

___
~ _

rl
-

-;
-
-

-'.
-
I __

I-'
;

.

_
_I
--

_.-
_'
' ~

I_r

-

_
' u=
=-I- 1
- =

__Ir _
I +,
---

-- ~
~
~I i=

-'rC_
~

'_,~I

-I ,
!_-' ~
I ~
,
I

L
r--
_
_
'
~

_~

l
~I=-' L

'. i

I
I~L~-

~ I
_

_
I __
~~-
-
I -I:

-
~
~
J'-'1

1~ ~
-
__'-_ _

k

-I
~_f
`'IT

-~
i- I I _

-~.. r ~._
"~--1=I

I I

_
I
I r
-
-, `r

=-
~
-I+~_

_J..
_ N I
~; _,

-. I_r1
i

I
' ~ ;

I
-
i-I

_~-.I
+

I 11 f l-
~
I

I

=
_'
II
I

I
-', ' ',

P~r
_ - _ _ -1; _~ I ~ rt 1,_ _ .
; l I I,; I ~ _
=
~~ I I ' ' ~',__ ,r
i
I i ~ _ 11'- h ~ p~ f 1=,= =~
I __I- ~=1 : 1- r
I I .
I I ~ Ir_

---
~_
--- ~
-- ~-=
- ~ ~
I
I ~~.=F_
' ~
~ ~f,1
~~ ~ _
I
~~ IL
-~ -1r_',
~ ..,.1;,11
~
_~~ y ~I=
I
~ ~ -. -;
I
~ .,I
~'.~:.
~ I-_~I
=~~
- ._
~. ,=i- _ I I
1 ,Ji -_i
_i_=I a
I I Ii,~
-.~
' --1 I
~~
~ (~
~ 1 I , J.
f + :j= '. '1"I
1='~~~
= +
I -L f
1~= '~-'~-1-
-
~ I -1.1_I
I~ I I I_
I
~ I.-II
I- ~ I I i'i~-
~
-
I
1 I I
1
I r~~l-I
I I
- ...
I L __I_':_~-
I I I_
- - !
-

I
_
~
~

-
h
I.'~ ~
, I ' '-1 i
I i 1
~
;_
=:=
1
~ ,
,
rl
,_ 1
I
r -
_I
,
,
~
:7_
! ,
~ .
~, I
~ ~. .
i
I ~ I
r
I
I I-
_ I I
,
I
1
_.
-
- L_
- -III
_
I ~
I I
'
i
~
I'
r
~
'
-1 I 1
-
I
1 I r
1
= I ~ I
I r ~'
r
r I
y _ ': :
i I
-- I J I i! 1 I 1 {{
i
~
I
I ~
~ . _
! 1
_I ,
I.
i i _
C~ I I_ ~ _...,- _
l 1
~ I .:C
F - -
C I I
.'! r~i _
-
I
,.- ~~
I I-
~ i I
r
- Ii ~ 1:. .=I 1 _
T
I=~=.
. I
h -- -, - ~
L I
I
.
I f I i. r.(
._
I
-
I'
' ,.
_~
L= I

1 If

-

:,, '
_I
=1
_ y I
I~-i
~ ''J-.I
.I I_ r
1 4 I ~ I
~T
I F ~: I t
I
1 I ~ •-
,._~
'
I ~ I

1 I
_~,_-~-
1

I
__ '- tJ
-',_~!i_
~ -I
_I l,i ' ,`-
--
I I
~'~- ! I_
-_ --

` _
I-i ' = I_
`
~J_'__
I ~~
1 --'r1
.:..I '1
4r -I'- I~ I-
-I-~I-_-
-I_ -I
-

~
~~ -r -
-:~-

~ , ,
-_~
I I - ~
'=~:=I=
I I

I
f
L-. ~i
rl
I
-' ( , F _
_ li

a
=,=r
1 I '
'.-_~_;-~
z
I I . I I_ _r" _ _
1-~ r !
_..-. -,_ I
.. 1 ~- ' ~~_ , _~ I
I
-_ - I ~ I
,-
--'
~ I I, ,
-i I I ..1 ~
r I 'i-I, _l I
i _.I- i
rt 1=
~ t I r
I
~ I
1 r= I
- I
: I, LL
_ _ _I ' ~
1
~
~
1 _'~-
-~ I
r,~~ i
_~
~
''
_ ~-
' 1 ,~

' Lr I

1
' I hT ~
, = I

~
'
~ _
' -
, I
t I
h- t ~ -
L~
I = -
- -
I I I I ~
_ -
_L
~ -
r ~-;= -
L' I ~
~I- 1
~_
'
_ ~ I
I ;'
I I

f
~ - --
-F
' ~ I T , ~I _
r r
!
1= ;_ 'IJ~ ~I =r
_ - -
- ~1 _
1~ I I..~r _ ~ I_I~ _'_ I I TI II _
I , _
1 ! I --1-I-1 I 1 _
,
j I
_

L --

~

~

I ~ I

I
I

I
I _

I I

i,

.,
I

--

-
~
- I'r

L

-,,
-
r'
-~ I. r-

J -FIly
- -i
I
-
, S _
I -
r-~-, --

~1 =-Ir

I .. ~
~~ I I;1

,III ~ I

II' I I r '_ ~I '

_

'_
~-
--
-~
-
-
--
Z
r :~'~:
11
~

l
-=1
-; _!
LI ~
I L
_f
'-'''
Su ~
F-
=L~
~~
~
-h.=
~~-L
~~`t-
~-L
~:-~=-
F'
'
~

I
L
=.;~.-
--
I'
-i_ '

~
- -
-i
'i --
- -
~

1'
r-I
-
--
- -
~I- -
~i
!~--1
±-
"_r'r
i --
- ---
TI_I,
-1--I-
-.'1--1=
- -
1
~-
-~ ~
-'
-- -
~
,+
--mil
~
--
~--
-- -
---~ ,
---
-- -~I-
-

=I-1

~~
I
I
I
{
-

!
- - -
IL-
I
1 .
-,, ~

1 .
I !-

~ I _~
_
_
fI~
~ I?FI -.
h I, _
_
-
i-f-
- _
I L-'I ~= =1-
I -
I .
~
~ - `_ i=il~ _
ti{-1i _
1 ~_ ` I 1
: ''1 I =_
I~. r C I.~
I L.L ,_ _.I. L;
iI -
1
III II
=:

1 .C_
r'
~ '_
~ `= { '_
- ~
' ~ ~
I i
~ (- C
I ~
1
; I i
I_:. i
LI
t 1~.
-~ _= r
- I
_
~'
~ fir-
L~ ~ I
I J
~ J ~ I
1
;
~
~
;
~r
~ I
-~
~ J
-! i=,
1
~ I~ i.l ~
~ ~
I I
j
I~ ~
I I - -
~
I ~ ~

: ~
I
~ I ~ ~ 1-= ~ ~ ~ ~ 1 I {_ -
~ , 11, I--'~~ I_ =1 ;ITC :; 1 1 1
-
1 -
T -
'~ - ~ I ~
_
-
I I ,1 :;

_~ I

~_ _
_
11
~ 1 ~ i I

'

III ' ~ I i I i I

1 -
-
r.

-

:

_- I

_

___

~
~
;_',:

`'~
,~
-

I
;~

r-'r

,
,
11
! _L._
I

'r~
-
L

~r
_~_
_

~'i~=
~.-:
~ 1_

:-
'Ir-
_ F~
rlr

1
~'
-
1 r
1 -~I
=
`
I~

_~_
r

F 1
-;.
i
;_I;

I ,1
li_~Ii-
I
'
~
-

~
-!_
:.
,
1 -i11
',-r I

I
~
IF;~.T 1I
-~~ 'I_ -_. I

' ,,
-
~_~

'
L
-JJ -
_- I I
f ;
-(=-'T
~ I r

i
1
~' -

'
~'
_ II
-
__
-
I -
,~I
J'
~ _
I
-I1
--r
1:',1
II

1
'

__~ I

1
~',
11
I i j

1

1

1

-~~11
I
,

I
!
__;-L;-I
-_,..

't~.-.-.
.~
-
II 1 ~
11
+ I . _
',
,.
I I '' {

I I ,:_

,

I '
_
1
!
' _

~ .
_
'-~-~

. I
i
11 ,

~`_

- ' I
,
_
-
I ~_'_~_

I 'I-II _

~ J

-; _I

I -
~
r ;1= I
---
I
I I -...--

~i, .l
~ -I !- -

I L = -
`
-
r E ~ ~ __. ~.-.
-1-i._
j - '',_,_ ~ '
f .

<1-
~ I:

=~ {,
~ --
-
.
=II_ I ' 1_'
=
J
~ '
t i

i ; I _I_
_.
'
h:!; ~

1 {

f rl I Ii

I I I.

I I
j I I

I ~

I

~.J ~ II

I
I I,; _

_
'
-
_ I ,
.
. . _
.
, ~ , I ~, ~ I- .~ ! I , 1 -~L 1-r L-LII ' ~ I,~--
. 1 ~- ,- I-~-
- -~ I 1 I I , LL
I ,!, I
I I.

I I
I
-

-
.
r j
I

~

,=1

I

I

I

~
I
~~-

_ L
--
I_~~
I
~
-~
r
'

I_L, ''

_I=~1=
I ~
_
~I
_
-
_1
1

I

~ I=;
~
'

1 I
~

_
,
~ ~

II

~i-_

1

I

'
--,-
I

__
__J
J

-,
~

- I .
I II

h
_..

~
,_
1

I

-
I
,
i

I

~
I

,

_
~
i

,
=1i-

I

I

-
-

-I=

'

-
~
~
~
_._ _:- h
_; _
~
1
- I I
- , ~ ~
- 1-1' ~
-' --''
;
i-'~r.~ ~_ _
;-~~.- ~ -~_
~
- -'1 ' - _ ~ ! -
r~i
~,. ~.,. '
(-L •_;_ _
-
_"_ ~ .=
-1=
'_~ i- _,~
, ~ I II ' -
, -
iI Jr ~ =t-rl
- '
;~ =, '- =I~'= I '. - I== =_~~ I _
_
_
~.. I, ~. 1-,=i- L
L- _
L.; .
.1
I '
I,I , I --
I I i l I ~ L.,_ -';
_;:
, _~
I
- I
I I I I _I,
. ' I_
I
' ' I, _
~ I I. ~- I ~,-' I
'
-
I I
I '
I
~~- ~ _, _
1 I I ~ ;__
~ I
1 I 1_'
r ~ __ ~
-' I
~ ~~~ , ~
J ,~ _~I I I
! I I
' I I
~
~ I
'
I ~ I I '
.--1 - 1'-~ I ' ~ - ' !-
'_ ~ h
~; I II - I
- I I_I ,-.- '
~_ ~
_ `= _
~
I ~-
_ J I _ -i ; , II I ,
I, I __ I ~. ;._
- _Ii II L
-I ~ i-'I=
- ~--~- I I I -. i;
I I !.,
~
~ I , I
I ; L.I. 1 I '_
'I_-
_ , i I - ' -
- I ~'I~ - II--
L
;1 _
L' ~T !_ J ~_
I 1= y~- I ,
I '~1 -F '~! JT'~ '~; ri 11' ~'I I
I ~I
' I I'

~ I ~ . ~
~ -, ; _ LI
-~ '~L I I I ',
; I , ,I
~ _
~ 'I I
__
1 ~
~ - - ~ ~, II~~r -I 1 I
;
I ,
I I-~ ,
I-~i ~ , ;= -~I=1

'
- I ',_ ~.-_~,-_

I _~- T ~`=~~i-
I I I

I E I -fj=_

-'
!

~ 'i
-=-I
r __~'.._

~
~ = 11

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

1 __,-i.

'
1 ~I -. I-

- ~I_I I I

-~ ~-==1 - r

I -- I

~ - I JI_].=

I I
~ i~ f _LI I_

~ - I
.
h
~ - -

F -

1= f ~

~ --

fiI 1 -

~ -1,-i

,I-,a I i f~-

=~-
, I ; -I I

~I ~. ~ ~-~

I ~ F~ - ----

I--I
I _ ~;_ ITT 1 _
, I 1 ~-1 I I ~ , I
-- _~ _
; =I t La~
- L
I ~ , r
~ I I j ~I
- T'

,I
`, _-
;I-
-
r
I
_It;
I
''
~
~_'=
'.
I' I I
I
_:~
~
_ I I t
I I r
I 1=1
I
I ! !_.
-
_I-~
I I _
Lu_

I
_ I
I
_
I.
I I
I L-
I {
I
I-~I~
71~
I
Il

=h It
1--
L_7
-
'_'_'
_I, ~I
I
I ,
I
}
' i~
- Ir
I
-- = 1 F
~ _-~ j

~~~
_I ~ I1_
t i i-
_~
+i
{_
i I I

I
--~
i I
I
~~
I

~ f -I
_
I 1
_.. 11 i='~I-
. i ~, , i I I!
I
I
I
~L ~ I
I ~ i` is i t r!
.
I
I I
~ ', 'I I
, ~ 1 I I-',_
L r
~ - -,_;
'
I
I I i
I , 1 I
:'=1- -
'-1 - ~-
I ~
I,~
- ~

1. .
~-
~ I --L
!
~ :~_
! r
~ 1 ~ ~ i
I
I - I ~
- i
~ {_! I
_I
I
' I
' I
I 1
~ i
Irl
I I 1 i
_ I I
'
.1 j
] 1_
- 1 I ~-~, ,_
-~ F
I !~-_ ~ I I I
I
I _
_
_
I _
~_
I ~ _~~

I I ~_,
I
- , ~ _
_
!
'=~ !_'~ ~ -LI- -' .
L
--,~ _
_
,.
-"'~
~ _
I -,' -'~ T= ~
,
I L~1~
= ~
.
=~I h
_
i; l_ I; ' ~-
I -
, ~
~- I _ ~
' ~
_l_I~.~-
, !
~-II ~
i `,' ~
I L.I.
I I ~ ~ I
I I I
~-~~ ,,
::~ I : _
. -~ I--=~1=I L L I '
I 1 I-
I ~ i 7 r i I ~ 1 I i
{ I i I, i. i_ _ L.i. _.
- . _
~.
I - l - -~ - :--~I-_', L _I L
T I ~_I~ I L.._:
L I
~ I r_ ~
I 1 .. I
L _ i
=
~ ~
! 4
I I -- I
I I
C - _f
! :
~ L
~ L ~ L
~ I '
I L~ '~ i --
~~ I
f I i h ~ . ~ .-
i
I . - I r -. _ .
-- - _
i ~
° -
F I .. . .
i ~
- 1
- ~
--
L i_ ~ b
- , . I 1
- -~r
I _ _.
~
~
~
~
~
~
~
I

I I -,__ i I _
s
11 1 _ ~. -

~ I _~_ I ' -
I ' _ _
~
i
I -
I ' I -
,_

-'.
I
,-
I I ~
i
I -
I
I ~I
_
I
,
,-i-.
I L;
I ~ t
Il_ .-!.
~ ~, t
i I
_r, ; ~-
I I i I
-
_.,-I .., -
I1
,.I -
~_
-
= I-=1
l i I~ i - -
-
:1
` I = -III
I I _
I - 1 _:._ _ _~ - I I '1_ I I I_ ~ I I 1
I~

_
-~
I ',
l «
-
!
.
_
~
_
-
_
I
-
I
~I
--
L I -
L4
-
_
I I
I
,'. I
L
-
LII =
-
-
-
I
'. .
:-
-

I ~~::F I _
- L
7

~ 111-I I I
I

_
_
j
I

~ ~
~~ - - I =_ --_ I

~ I I-I-
~

~ I -
-
I ~ _
I_ I
- -_- I

~

~ _ --
-
- ~ I I , - ' r ~L I I I I i. 1 ~I ~ ~= _
I -- -
~
-
__
I L I
-
-
t - _'~~ r
- I I --
_ ~I-
_ -T'
-~ I r -
= ~_ r Lr~Ir
111 I ~ I
I I
11- I I
L-I- I I i-I
_- I T_I rr_'ri_
I I _
[ I+
]
I
. r I~
1
~ I-I I
= I-~,
_
(
I % . ~ .I iJ
1 ._ I .~L- l l.
., -~~ ~ a I ~~ I
I-L
~I I i.~ L ~ ~~~
I
L
I ~
~
:'
_
_rl -.'_
_
- ~=
. :.. - - _

~ I I ._
I I I -
~
Z ~I
-I
1 ~~'~

~
~ I -
_
I !
I,
I L

I i

'
~ I

~I I I

~

~
~ - -- -
~ ~1 I~r1 ~ 1- I I 1,= LI 1 J
._ y =
+ i- - - r h
- -
-" ~ 11
_I I ~
r_ 1 ,
I i-
I -1
I LI '
- I I- I-= ~ I _' I ~I _
I I a
I I-

I I I
I ~
III r I~ II 1{ I
I I I ~
I I- t
I ~, - i
,~ I, I
I ~-
-

YI
_

_.

~ _

=

I I. I

1 ~ I I
f
~.._ _ I_

~ ~ _
J ~ -
I

~ I.

I I
I
_ __

'i I

_ FJ- _

-

I
I
I'
-
'

-

'-I

I

-

.

-

I

I

_
_
~ '

;

-
`

-

__

1

I

II
= II L
~

l
I-~rj-

.LII

I
1

;' 1--=L

I

r I I

~
r -

I

'I
=- I
I
=

I 1

I
I

r

i

-
-
~
-
-
--
- ~ ~. ~ '
0
N
N
N
~I L`~ II Ilil. ii1~ lij III !~ `fl I'.jj
I Iii-I
_I( ~ I ~-1 _ - I L L 1111
- -_I. -
- r 1I 'I
- ' -f l
i ~ ,_'_
-!r ~I I li rt- - I .~.. I l
~ I I--I- v

1 1

L
1 '~~
r
I~

1
_ I
-
i
~
-
' ~~
1~
'-1'= -1

I
I

~ _
-~7 ,
~~
1 I I
-
I t

~ p
O
T 11 ~~. i { I II ~ ~ ~ I Ii {ICI I 1 I ~ m

~~i' ,I~ ~
~ ,~
~' I t
~ 1 I II_,
i I~ ~!Ij
' III I
I I ~`
i I ~~
';~

1 E ;r I-
' . I ~ ,. ~
~ I ,
I , ~ o ~
n
-
,11

~li

_~ I
~-1~~

I ~
-
>~If-

-- ~
- ~
- -

_
FI _

~
I

~ ~~ j
LII _

I
,

I I
~
~I

j I_~
LI;

I

~; f
;~ -

I
r 1=~

~

m
2

r ~I 7
]_=I 1
~
II ~ ~
~I-
h
I ~1,-I
I
E L I ~,
h ~'~
~
I i I I
'' '-
I_ I
I
I
O

Y1 '
~hI ~
I
- ,
=Ir ~ ~
j I ~ F
I ,-
-I-

r
1~
I _

_

I I _ _

~
I I_

~ _
7

I

I_~-
~

~

1_
~
I
I- _
I

_
{
I I-

N
TI I I _ I
I - I I I
' i I '~ X

L 11-~

1
ii I
II ~_I+
t I-I
I
~1 I I
~ - I I

I I
I~ I
ii I
N m
~
I r
i I
l i {
I I I
1 I I
I z
I- I I_I
I- ~ ~
I ~= ~ I
I I '
I I {
-I + I
-ICI u I 1 O
_

i2 /19/2006
~~ ~rnad~a~\ac\64805_Rdy_x pl_L.d gn
6/23/99

i.
12/19/2006
•\. odwe \ac\b4005_Rdy_.pl_L.dgl,
07:1 ~:29 P~1
_
,
1
~
~~~ _ ~
_ '.i
i I
~
_.
I _
I
~'
-- I ~- I I
I I _i.
i
- _:I
I' _
I li
I t 1
I ~_~i
~
I _ T _I __
-_i I -~,-,
I ~i~ --1 J li ~:. -_~, I 1 -:`_
~
I
. I 1-- i - I I 'I I
~
~
~-~
-I
-~~ ~~

I
j

L
~
I
~

..
~ I ,

-~
~ _
,
,
_
,
~
11 ~_-~
`` I I!
~
~ _ _
FI I:--~~h1 _
_
__
IF
- 1 r.
~ --
~
~~ .

I
'_i-~- -- I.1 ~I~ _;1 II
- -
1
I
I I..
~
I
I
.
.
.
.-':~
r_
_ L
' . _
~ -,
- _
- - L -_'
I '~.._~
I
I ;
_~ :
~-I
~-SCr _
_
I I_.IJ Ir
l- I ~ __I _,_ ~
-Z~ i '_'~ L '_•.-.''--~ - 'I-'':r.! q.I. I ~. _`-~--:.
'
~ ~ _:i_I_. .ICI
~ I r1~ I
l _SI I_
i- ~
~~~
~
I-
: ~ ~~ -- -:--- - 1---r I!-i _., .:
- I
~
-- - I-_ ..~. _~t LI •--I__I-I_.
~
~
'~
~
l I
i
I
~ i ,
~ ~:~' 1
: --I.
~ ~'
I
L
~I
1 . ~ '-i-
~,
!
.: .: _
. ..:
. I,
;. _
'.
. .~,.~.
~, I '1.C~ II
, _I. J.. L.__; I ', LL La-.~ i-',:(
I I r I
:}', I~; ~ _ ~
I_f_l-.__
~ II .._
-~I
I, 1I 4~ 1 { .
~~
_:
C._
.
_..
_ry
I.I-. i'--- I
I III I~ ; ~ I I ,`
I I, i I
I ! .
~,.. 1
1
I ---
I
Ir ~~; I, ~II, ,~~ _
1 ~_
I_I_'.

--
- _.
I I '-1
~
~ -

. _ ~
x.:1'1=
I r
~ ~ '
- j. i_=: F
_i I_ _ -'~~, ~ r i~ -•_ h I _'I -. ,~ Iii-I LII Tr-i
~ ~ ! 4 ' , '~ ,- I r ~ I i I
~ - - --{
,_ ~~: I_I ~
1
I -I ~.i ~ i i i 1-i-1- J
_ ~ I _ ~I
1 I - - I I- '-'--'', `_ -'-'- I-I ~'', i '._I i _
I r I , ~ f _
L~
~ __' I I 'i '.I_
f I i ~
I -
I
L I I, _
I . _

I
L ~ y
_
~
~
i 1
F ,
. I 1..1 ;.1
~?
-
j,
i hZ-
I
~
I
, ~
I ri I ..., I I 1 I
I I' I
I
-i

__ _'_ ~ ~ I ~ -_- ~
'' , -
i_ I ~:_
I
-~ : E i I
._; .I-1
_I.~
..
f I r ~.~I _ ~ 1 1
r!-~
._~ `
I I1'--
I - ~
I 1~
'~. I
i
1
1-
T I
J I
_
~, I
-.
~ I - _~ I I
_; i---1_I .___
-~ ~ I - I { '
~
-~
. - _I ,, I i r'-,r ~ I
i T r _
= ~ I. t~.~ . I L i { _,. .~I I I
~-`. . ~ ~.i.~ ~~_~ -i'r _ _
'
.
r
_ _
__'1~-L1 t I I'_ -{
~F~i~ ~ i L -I- 1 1-_- I
..~ ~ ~ ~-
.-I-t+' - ~ ; . '. I~ ~ I ~ I'j- I
~~
_ .. - ~ 1..', . ~..I ~_
~ I ~ _
~. _; . ,i r ~I I.. ~~I ~ iJI- 1 ~! ' `I ~~ ~~ ~_ III
i; ~ ~ I 'i1~ +rr -:
I _~~. I
r
I - ~_, I 1
I
.'_. .III 1_..
-Tt '-~ _ I I ~
_'
-~~'
~ ~ I ~~
~~ i '.
'
I
:. , ~ - ~. .. -.~.-~ ...I ,.:.. . .. J ~ . , -,... I. _~. I I ~ I _.,._' ` _' i i... _
.I
-FFr .
- - -I.~-1-F _L~1_ ~ . -
,
..
t__ -~~ - ~.. _ - III - I. i- ty 1 t
':
`
~~ .
. -
I
I ~ I i-
I I
~- 'I I ~I I
I ~ I .
.
I
_ , i. -fl _ .I_i _, _ I 1 .I I I I ___ 'I.'
I
~ ~I I f '- -I
_
r
l ~:~ r I
-
I j I
I
_
- 1__ _ I I I I~ I
~_
-
I
~~I I I ,. I I I
_
I _~ l
I I 1 r rl
-_

~
-

._..

'
I
~
'''

i ~~
-
I
I
..
' I
l
__ _~-I_.~ 'I ` II I_-L
- 1-~ ~ _~
_ '_-~...'.
.. __ ~.
1
I
_~
'
~I~
~ ~ i_.I.I
.
~_--
I ... '._ i l_~I _-
.
~-:~
~
~
I
>
~ 7-II _-~ ~I:. f 'r~_~ ._. __,'- '..._-_I .. I-
`
~
I
1
~
~ ~ .__i_
~I I III.,. i
_
ll ~~
~I

~' -~.. _,
I '_
_ ~ -
_
~ _ ,
' ~:,I ~
,
11 I
-_ k
'-;1.
~ ~~
~
~ ~N
L,~ .
_I_I
r I-I _
_
_
_
_
~I
~h
I r 11 _~ -~ ~ i
=1~~,, !!
L '-~~' , ~
~~~
~~;-
i ..
_
.
1 a E;I! III, !II-k~l~~ I ~:-:

__.
~
.-
-- ~
; '' ~
' I I
-~_I
~
_"._= JI ~ -_~'=_ ~ I - -'~ 1 ~ -LI'~ ~~ I
- '-~ 11 ~
-'-~
- I
--'. f. -~
: ~.. ' -- -~
--' Ly 1 ~ ~
I
!
'
~ ,_
~
~I ~_
I:
:
'
~ -~:~-_
`~~ I
.
- ~ I
-
~
~ -,I_~_ : I, i a- ~ ~-~ ~~: I ; , ;
FI _I+ L. -~-, I ~ -
:, I-;
~
'
I'
,
~ ~ j _;-
_ ~ ~ , _hv
1 I
I ~ ~ ,
~-I
I
: (
- 1
-- I ;
I
, r
I
1
? ~ - - ~ r , 1 ~~~ F--' I ,~; ~ ,-~
~~ _
_-.
_
l'-
_-~~~ 1, ~ T -
.
.
-
_: , I ~ ~ I -
:_
~~~ _.
- "'- ,
. .
.. __
,
_
-
_ ,;, l I ;II
fi~ F ~ f ~r~ ~
-i-~ I I
~ ~ I . I_ Ih I r
I ~,
r
I -
'-_' - '__

-- I_

~ ;._ I_I _ -I-~..

~
~ , I',

~ ,I_~

~ .-1.

~ I '~ _I- t J';-r- ~ _
__ I - I.a ~I '- ~:
,. I-1 I I I~_I --
- +
~
~
1 '
I -__ I
~ -i-

~
I ~'1_' -
~ r -11:_. I_'-
I
I- ~_'~ ~
,

-
,'
I
' - ,.- ~ ~
I

,

I
-' _; : J-l-..
__r r I_I_:- I F
I
i ~
j
~
' . I ~.

I
'-
, , ~ I

I
!
_Ir I I j ::
_
;
_

_ ~
I -~; i -=~~,~ I_= -~ - 1
-
-
~ tf1
;-~~ 'r ~ ~.'-~1!1~-
I ~
--
~I~; =Ei
_
--T
1~_ I ~_~ _
~ ~-~-1 _
_
~~11-~1 1-1~I
rt
-~,
, I-~~~_~ ~iI _
-
,I I -1.1: ~
I
,,
i~il II ~_'I_; ~ ~-;

--
_

-

-
-
- -

-

..

1

a
I I

I ~ I-hT

.
I~

i__ I L_~
_ -r;, t-~ _~_ i- _. I_I_I_
I = 1
I ~ I
_ r ~ r
~. -I
~
~ 1
4
r
r
4

~
-
~ I
~. I
I
{-_

'_ ~
I I__ _-r
..I i I: 'I_

_
~_.
I

I
_ I-r
-fT- f•
c7-
r'-i -' i~ I I

_I -` L i~ -E-~
-
~-
L I I ~
~ i

I L
-
i _'_ I_ I

I

.

I: I _~. '.:

...

- ~ I~, _
i _
. -
.,_.
- I
-
.
.._t- I -i_ I I
I ,{--~-
1 I I-I -~ {...~ ,--I- -I-
_
_ _
.
LL
~-~-~ ~- ~I ' _
I
-I--H- { ~-I II _
-I-~F7. 'T
~,_ - _
-
.
- ~ t!-~+ )-I I-LS:. ~~ .L.,
;
~ L,
I~11 i- i
_ ' ~ ~ L:. ~'....
I.

---
- --
-
-
~.-_-__
--
r
r :..
- I_
__ '

'

~
'I_~;
I

_
^` L

_ I I 7 I
- ~ t r - ~-i F _-,- i J- ~ r I I _-.. '_'~
f ~
- __ _L

~ I_l: r t -
- ~
~
~ P r1-'
_ _~
-~ L i_~I-- I L..-L ~ i ~ ~I-_.I III _~I_~ _. _.._

_;
_
~
~~~
I
I
I I _IL{- U i -~-;-

~-I-
_ _ I
1
n'-'
I
___. - .. __ I I _~ I 1
~ -
_j.. I I
~
~ _ I I
I III ~
I
I I r.
~ -: -- I
I I
I I I . 1
~
__
~
'.
- _.__ - _, `_.-
I -
- `-i 1
I' .
~
~ _
~
._ - _ I I Ih
r }
I -
~
~
'
i
i ~;
~
I
~
I L I
~ ~ ....
`-~ I
L ~ .~-- ' ~-
-C ~~ I
~
r I--: - ., _;_ i ~. _.I-- : ,LI.i
T~
- I
-- - ~ I -. L
~ ~
~ I
~

I
_I_
I ~ ~
i~ .
. I
~~I ~~.
.
~ __ ~ !.I
' '. (C ~ .._ ~
I , ~
-
~ _
_
_
_.
.. ,.
r -
"-
I
i
: _
,.
I I ~ ~ -.-I~ ~ 1 1- ~ '-I-.~- r. _~ -,_ a - I. I_
-r--
I ~ I I L~ -: _; ._.._
I : ' I-I ~~ !+ _
~ I ~~{-I _
_
_
_i-. _ .I I_I-.
_
t ~~ ~~~
, I ~~-~~ ~I ~i- %' ~ 1- 1 1 1 1 - ~`
~ _ _ _
.
I. ; i i I I I L_ _ .
-
:
._. _ ~_
'', -'- '-
_,', -
r I __
L - ~_',
~
C' _
i h
-~1- I ~ I- I
;.._:I ','_ ~~ -_ ._L ',_ .^-rl
-'~I~ - h i...j_.:~-a~
I i~ ~1-111_ II ~-i5 ;:~ I ;_Ir
y .. t-
t-~--Z~ I
1
~ -I___I_. '.- ~-~-
I ~'I. I i_L1= ~ I 7I _~-I. 1
~
~-I+'`-I f Ti'.~_ ~ r _".'..I L ~.-- _~
:: ~I ~rrl:=...1 I ~--I', h.
I:.f';a '.-1,; ;_, I
: i.'-'_I r,~- __'-:r _
-;-~- _... I I_'-:~..-I-
~
~~,.~
_ _ , . _
_ -
.
7 -r h
- I-~ - -
r 1
1
- ---~_I
~

l
- - - ' 1
- L
- -- I --
~r I - - i ,
I
, - - '~ I t I

I
_-_ _ I ~'., i 'I ~-' '..~ 'y ~' ` -_ fi
.=--rr f'-_
! I
,
,
,
-
' [
I j
- I _~_-
'_1__'
~ I
L'
~
L
'
I
~
~ I ~'_ I LJ __
L"
_ I_. l
-
~
I . _'J
~II
} 1
_II_ __. _ ~I~ I I i_~:
I I I_
_
_
IT J I --I_ - .I
''I- I '_I
I I -

__
1
i l
=_
~
_, I _r_ _
_
_
_
_
_
_. -
_.
_
_
_
.
.
_
_r
I _
_
, ~- Z I ~ - 1..~." _.-F. I _;..I, '_ I" ~~ ~ r I_;!_- 1 '~_._ - - 1_- ~
~
...
, I
..r i _li I,
~-I_ -t-r { ~ I"I. _
I__
~
_;
-
_I~Y' 11 .I-- T I ~- I i- I~I L -'-r ',-I- I
I i -1 I__.i.
I ~ -'i 1
I _
__
.
...__I,
' ~ - '-I, '. _.-._ _~'_ ,.. I ;.. I :. _.~_I -..,_I. _I I ~:~-~- -IL-_~~, L..-11_ .i .~.i_'~_ .1-~'_
~~L ~
C I I~
1 _~-_~
III
I ~-1-1: 'i.. I_.I__- _I'..
I
~
I
~ I --I -._i__I--' I..!-l.. _L _..-.. ~'-__~_ I.-_.li
I
T I I : I
~
~
I -i ~ -I- _II Iii
I - _ _
.'.
. -J!_.
_

~~
___ - --
I= I-
-II ~,_~ I I- _I , ~ , L
T_-~ _
_
_
I _
11. ICI t ~~ ~
L
=-I I t~ rl
_~ I~+II I~ I 1.1 III r
,
~ I II IIII I~
l _
_ '.
-
-
-
- I L I r';
---
- _ I I I __ = II t I _1 ~ L IT Y I ~ t 1 ' I ''I_
~I III 7_.-1 n C I r I~
I
I
; I ~1 - --1 I
I~ ~ i ~' f L _~ _
1 ~,_ I ~~-rte I I-~
-
I _- . _I_,,r L ~r t- f _i 'r I _
I -IL
I -' L -
-
-~ Cr_ I
i-_:
1
~
-
-_

I - -- r I I
I_ r I
I L _ ~ 1 ~:. ~1
II I
~ l ~ l r-I- I I I .
- - r! _
--
,,
f~ - I- I ~ I --
I _
-
'L I I I I I __

' -- _

I-"- _
-
-

--L,'. I

~_ ~

I ~ }I

I
_~, I ~

I
-
I I
I ~ I`-; , ~ LI r'_I a _;tr
` -
-_ ~, i L~: I-C
- I
C
~ I _ _

1 L :~I;
I_.,
_.! f - 11r~ ~ I
r
} ~ I ' ~'
`
~ '~-r I- ~ - ~r I I ~ ~, r

I
~
~
~
I
~
I I L .11 I I ~ I

~
~

~

-

-
r
I
.. ,
'i-'~
r~ ~ ---r- i I -r~ -r 1 f_' }'- i.
-
-
-
-
-~-
r I r
~
I
`- I
r,~
~i ~-~ I--
I I-~
I l- I _ -I-~ I
' _
1~
I .
___:

_

- -1.:.

'- ' ~_~,~

4 ~ -
-.
=11
~
I ~
~
-f_
-
_ I I:J'_ -.-~-~- 11 - ~~-n j - 1 I-I_
I 17 ~
_;
J_ ~ r I
'
~
~-~~
~
1 I ~ ~ ~ I ~ - -I -h-I_-

i l '
_
I
-
1 ~ ~
I_
I-, Fi rlly i~_ I - L~{_I-~ ~-~~--::'
I I
~ ~ _ I I ~
I _
I j ~ L
- 7 L I.
~ -::1._I ~ ~ _.

i ;
I
I I . ----..

-': --
_
I
_
_
~~ -
-
_
- + _
I 1
I ~_
I_
r t
- I I
~
~1
-
~ ~_ ~ i ~
,

-'

I b',

-
- i l

- ~' ~ { TI 1 _ ,- - _k r i F-'- 1- 'riff i
1 J 1-11
L I I- ~ Ili I I
1 t I
C I -
I
- I I -~ _ 1 ~

I ~
~ _ I ~ y '_i _=r_'

~- '_I- iTl 1L `T i_' III ~t+ III "~I I I `

~r~-
r I I
l
I
I ! I i I i I r 1

.
i
'

. -

-
T ~' I,

_ _
_
.
__
rl I
1 1_ I ~ ~ I I
11_- 11 1- ~ i y 1 _ __ X1_!_1. I _-
--
I_~..
i 1 ~; I~ 1 i

I f-y - ~,_
_
~ 1 _
_~ I _. I ---
'
I~ -I 1- ~__ I I ,`iI1 r1_. --I~ I I i I

I±- I ~ i
I ' ~ I

_
I:
,1
I
I
_
I
i
~
~
!
,
~
I
~
VIII
I ~~ I _i_
-i ~
~ 1
I
I
I 14
~ -~'
I
,
`
-~L ~ ~ ~
I I I I
I i-r ~_I I
_
-. I
. I_ '_~,
_ I IJ_, _
I_
~,11 li l 11
I~ I
~I.
I I - _._
~~1 I
f
r
I
~T: I
I _ I-':-I ~
~ I
r
1 ~
L I
I ~rl
- I I

- ,
III
, °- - li 4 I I , I Ii1 r
I 1
~ it ~~
~
~ ~ ~-I
I I I ~
I I
~ i I L ~ i I
- 1 1_
- ~
I
~ ~
r `
-
1 -
- -
i ~ -
r - I
_
-r I
7
I . _
n I n I I
I
~ ~

I

I

/
F
- -

~ LL
'_ ~ _: I
'- --
~ I
I,

I
~ ~
~ - i ~
I ~ t II1I I I,
~ ~ ~ i I ~
~
II
I
--
I ~ ~ I
'I 1, I ~ LI
-l
I
- I
1 111f
I _
II -

.,
~_
~-.
-
-
'

I '

_ IL ~ _ I t _I
''-. 1 ~I -~-~~ ~ ~ 1 ~
~

I L _t
- i

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

, _ _
I~~ ~ ~ ~~ ~-il li ~~ ~ '_
- - ~ I '- - -_
~
1 _

I' _ -
--

--
_''_ , -',~I

' III

~ i

r ~.'- -

_
'~
_~ r
- _

- 1 ::;~ *
' I- 1 rr __'- I i t1--- ~ ~ I ',-I_
-_
'- ,.

1
r

I
I
.-- 1 tL--_~ `~1 L
_
~..I I I ~ I I r,;, ~ -_!- 'rr

I
I
h
T
: :II I "': !_. -'___.
1 ~
~ ~ -
_

_

-
~_ ':.-~ .I:.-. .
_,.y
_ I 1 '-

-~-~

.. '-

~
~ '~ ~ -_~_ ~ I I L. 1- Ci I. _
~
- L
_n ~ ~
14
- ~ ~ ~ ~
tLl1 u I ~
- -

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

I
~~~ I I.
--- !IT L~_._ ~ ,
~
, . I
t l
'
~
~ ~
~
1
~ ~
_
~ ~

_
I
l

-_

T
- ~---

. r 1 _ -
,
~ I_~
~~ .~ I

I __ I ~ I
',
--~+r -_.~
I
-~
-
~
- i- - -

~ - I , I~- I I ~~ I r
- I
I II V I S^ i li_-`_ + I ~-
- I I ~ ~~- f +_
- ~ I
~ I i I ~ Ir _ I I ~~
~ !
~~ -~~ I
]~~ i I ~~ I I f ~ ~
IL__-. I ~ ~ I - j
I I: I
I _'. ~
~'I ~ ~,`_~~ I I
_i
ri~-~ I
`
I I L~
` ,
1
"
I -i__I 11
{ -_
~ I~L~. _ ~ - .- J I.-L _L-~ -'r ELI ~ f I I
JL
i
'
~
1 I ~ I _ ~.~ I I
I~
~i _
I~
I I
:
-
~ I I ~
i I
~
1
!
~ i
1 - ~
-
~~
I
I I
~
~ ~
I _
r
I -~~ ,
~ I 1
.; ~. _
_..
_~
~..__ I
.
__
-
_ I i -_-, I f I ] I _ I
I.
L - ` -
III I
I I ~ I 1 -
i - , I II
-r _
r y-
1 J- -_ __I
II
rI
_ .fir I -
I~ L
l
r -
I
I
L I L_
h
~ _~
I I
I -
I_L II I
II
-i r I ~
I ,i
_ I r
~
^
~ i I 1 II 1 ~ ~ }

~ . I _
I II
-
I
- -
~ y
I .
I I
I -
F
I
I i
I
r {
I

i
_...
~ _._
I
~ f '
III..

_ 4
'._ I
;.. _I -
~'.
1 .
j__
~I I
~ _.
_I_.I~ I _~_- I I r I 11_x-
~
t
~ i
I
11._17
a
I
_
_,
~
~
II ~ IL
,
~
~I lJ
L I
l7 _ ,'_ ~ _I
_ !
1 i _,_
I
J
~
~
_;_- I I ~.I I
_ J
I ___
~
~_ ` I 1. __ ..._
~
__
t~
~
I
~ _ ~
I
-.. _
_L . I. I
I ~._ I _
'_ __I! ~ I _I_ 1 I
i
l_-
I i I _i ~-_-i I i , I
_ _: -
. ____ _..
I I ~ ~.
- -
~
I ' _
_: i i
y ;
_.
N I,I i
_ I
1
-
- ~ ~ ~
~ 11 7
I -
~ ~~ ~~ ~
~
~ ~ ~~~ ~
_
-~
~
t L
~ I
~ y
-~1
I
i
I-L ~ I I
, ,
I ~
-'
- -
~ > -
'-
~ 1 I
: -
I _I~ ~
~_'h, ~ _
I !.I-I I
I
_ -
I
. ~ I
~ ~ ~ .~ I T~.
_
~

~~

~ -'--
_

' ~

~,
~

'

1
~
- J
-.

r
I. ~i I ~I
I-
I f
__:_I= I I
I I r I+ ~_ I ~I
i L I _ I
r

~~i I
Y
iJ ~f_
I±i 'I
_ T r
J
TFL ~ -

r
~~~-..;{y ,l i-. ~__ __~ -
~~
I. _ I ,
- III.
-
I
~ I -I
I.
_
I
I
I I

.
'~
~ - , I -
~ I.. _
T
~ r I
7
-- T _ I
~
~ = ;_ -I ~ ~I ~ -,_
~ ' -
. I
-
_
tl
-
1 ~- I ` L~~
-' 1-
I ~_
. --! : ~-.
r_ -
_"
-~_I ~ '_
~'
1 ..~.., I r -
~';
I, ~ ' ~'_
_. _I I II r
.- ~ ~I: L
I i'. I -'I._ I { J_
1--'~1 I I I _ _~_ _~_: - ~ I I I I
~ I ~~1~ .f ~ --
Y!,-..I I-
~I,=~ ~ -`-_ ~ t ';
_ ,~ .I
~ -i ~ ~ t=l= I_' 7_l~l : 1 I--~r
I ~~.I
~
~
I -
ICI ~'~L 1._ ~~.I~; .:.I I I i I ~
~
, ~ - ~~
-~
~ iT
l,~ ,~ ,_ I. l _
.-,I
1 ~
~- l
I I I -;
I I I ~ I ~ ~I ~ I
I
I
I
~~ i
I
[~ h';.
I I -I '~
..~ I ~ .
-
_ l ~ I "~'
1
- ~ ~
-_
I I I ' ~,..
I-I i
_ -i"'. - ~
I_ Tr~- i Lt -11- f ~_~ I i . I~1
~
I r ~ r]-_ _.1
I .
.,_ -
~_
i:.-l.:= 1 '~ _I_ I .
_'. I _
I _
I
f_ ~ F -r- I -1.= -i I.-~
i
~ J._ __. {. ~
~_
_1_ ~ I '
I
,.. ~
I - -
_
_
'~~I
. - _I I i i I
'-,_ _
j
, i I
1
I
I -
-_i_li
-
I
- 11. I _I-.1 t
i I I
_
_ I I I
; _
:. _
_
I I f
I
~~
I _. _._
~~
I r
I ! ~ I
I
~ ~ I I I
I I'
-
-~ 1 I
l iI
1 I' ~
~'
'
i=1
~ ' I I .1
` '
.
~
~.: ~ - '
~~ ---I I
-'- '' ~ _.
-I i -~'~ ~i-~
~
L ,-
T-
1 I 'I
r~
I
.L
-!. _I.-<-I_I_~_
I LI
I ~I -
- _
l'
_ ~ ~ ~- i I-. ~_ I ~. ~,.._
I I I ~ I
i
I [-"l
I =~' '-- 1 ~
~ _ _ I -
1_- L
I
1
I
I I;
; ;-ai
-_
. I i
' I' _ ~I
_I_I ' 1 I
I ._
~ -
, _ .- I_ _ _
_'_
11 1 11
III .
N= ~-1-
~~ I
I
_ ,
~
- 1I
~ I
N I
IIF j f
~ _
~~

_--.
_
° ~
r '
;
I 1 ~
:
~
~
~
~ I
= ~ ~-
' L ' -h I L
I
-
I II;

I
I ~
_ ! _ I i- ~ ~
~ - i
I I ~I r
I r r
~ -I
_:
-IJ
I- ~ ~I ~ -
-
O ~ i-l.
I
r ~ I
I_:1 r'_ ~ II
~ ,.
I
r _ I -r I -i
I !_
l
IL I: 1 I -!-L '
- I I
I
~_ .I-L
I
- L

~
--
_ _ - - --
. _. ~ I
!
-
i I
- ~
~ _
~
I
I
'
I
-
--
~
~
--I-
~ - -, I
~-

i
~
~ ~
~
i j _
-
--
~
~

r
--
____. - ~
--
'. ~
- __-~.
~ I r _
-~
..1_11_. _~_ I ~
-;.I i1 ~
~:- rl _ -
_
1
.
L
_
_ I 7 i
.. _,_i ~ L. 1 Il~-1 t r -i I~, I
1 I
t I
_,
I-_-I-L
T _ _ I
]JI_- III I I ! - r1
f
~ -i-
___ I`_i
~ ~ I
}... ~r ~ I ~_ ~r Y ~!._~~. I ..-. -I_I.
- 1 I rl ~-_
I I ~
I
~ _
'
_._-_ ~ i ~
' _
' _
~ -
__
~ J
r .__ 1. ~
~ __ I
I I
, i I_: _ I __ r I __I
~ _
_
~
1 I - ,
_
__

_.~_ -

I -

I ..>
r

~ ~ _-

1
.-
~ _

I _

I

-
~,~.
_~ I _ -
_..I I
~ _ ~
i
- -i
-
-'
' ,_
1
~l~ I 1 I - I
I ~_
~
~
~ f I t I ~--~ I ~ _. ~
1
~
l _
I -
~ . r ~._:_
,
~ -,_~..-~_
___
~
I I ~I
~ ''. I
~ L 1
I.
+ -- I L
. I
1 t
!
. _
1
I
1 ,
~
I I I
~ ~
_
.
_ _,_ ~y I ~ I I
- 1
_
I
I ~ I I I.- .
-
1
~
-~
I
~ -

_

~
-~r
I

_
_I

-1
~:_I
_J_;_. -,;_. ..,__~ 1~
_~.-
_I. 7~_ _.t7.- -i.L J- __-I I ~ ~..._ I i 1- ~ I I I
_ i. J !
I
ll
~ I
__-~
,
r
I ~ I _
. I
..
~ _l.
71, _I I
~
~. _
T1 L
~
~
I I
y ~
I I
~
I 1 -
-r
_~L
~ J ~ L.Ii-ly i I J
..I
~
_j-~ _ _ _ ~ ~ T I I
~ ~
~
7 ,.L

I
~_
I 1
i i i
~-i
r
..;~. I"P t_L.
_I I i-r I ~-
~ ~

- I I

~
_-..__
- ~

1
'

I ~ _
-
_
_
.. _
~
~
~
~ _
T
.
l - -
L ' I_
I-L '_ I
.
..
'-I I ~ --
_ i ; I: _
.
I L.~

.
~
_
~ I I -~
. 1.
1 _ _
I
_
_
~ . _ I
~ .I
_ _
•- __ I -
i. I
~. L. __I
-
~
:::
' 1
I ~ y
~ L
~
I
I
L I _t
.
.
' ,.- I I - :;-] ~ ~-_;
_
_
I I
I I
I
I ;.
'I
II
I ;
I r
II , 11
:-
I`_ I
~ - _
-~
I r
I
~
r ;
~
I
r~ 7
L
f 11 i
' I
i ' ~
~ I
,
!
r I I i
J
I~ ~
~
h I
-~ _
,
J_ I
-
- '
~
I I I_,I

t
I I
~
'
_-
_
II
I
.r.-L _~ .I_
__. --
1
i_
.J
'
~~
' ~
'
'
~
~ _

-_
_
I _
!

~ _
_
-.
1 -
~
'. ~I~:
I ~- f I_~ _ .._~
.-. .,' L ~~. , I 1=1= I_lt I.-11 1-
.
:
~ ~_ i I I
1 ~ ~1--:-L~
1
7
J
~-~I -- ,
_ _ _ _I- I
i 1
~ ~I -
,
-
-
--
I _I~:.Ir _L I_~I--!_ 1 ~
I I_.
~ _
- .-,- ~ ~_
_
~ ~ ~';- ~~~
T~.I
~.
~ ~
~
~ I_'~~
~I ~
~
II ~_~
_
_~~I ~ _.
~ I i~ t
I ~
±
-~i ~ _
-I _1;
I. ,
_
_
.
_
~
.:
.~ _ ., --
~
~ _
~~ 1 -,..'
I_ _' .
_
_. 1 I
1
1
I- III
,
.
I
~ ~~_ I
L1 _
.
~"~~
~
L _
;
I
I

1 .
' I ! - l 11..
~ _: ~ Ti~r I
~I ~
I ~
F
1
'~
i
_I
~~ ~_
-~~ ? 1
,
~ . L
_
I --.
~ I_. I .I I I_
.
1-:_ - L I li ~
- ~
-I.
I' ~ i.
I:._,-:
_ I_I_ i.-
_Ll I ,-
I. _
: _
_
-
r
l
1. L'I _
- _~_
_(-[I 7_._ L~I I ~ y-. _ _.__. ~;_
~. ~ .I,_ I I t is I
_
'
~ _
I__l_. -1 1
I I
7~. ~ __._
- ~~.
1 ~ 'I. I ~ --~._ ~~ -
_
~- _
1. ,_L
_I I ~ _~._-I_ _ J_ f.
-'-i i
~-~.
1
I
I ~ ~
~ _I:_I i L I.
I
i
I
~ :_[:
,
I .-{-
-I. L --,. L
~ I _i-
; L
~
:_r ~~
_ __-
, 1
i I
~ ~
~ I I I
I ~ t
~ I ~ I ~~
": ~~ ~ ! ,. ~_; ; 1 I I -11
_
I ~ I
I

~ I ~ I I I I; I ; ~-:-
` ; _I= _~ ~ -1-
1-1
-
i I~
~
I I
I
II I~
r~ r ~ - . I
_..I~
I~ I
I I-I ]- ~--
_
III
i;
f
h IZ-I ~I I I ~ -1_I- ~ : _ _~_ ~ ! ~
L
I
-' I
~ ~_I
It
I
~
!
~ ! , I.;- ~ ~ ' I ~
' ; '
~
-
-L I
_
-;.- _~
-
~ .
i , ~
_
_
.~_ I
~:
~
i ~
_
I
r
I
- _
_
;_
_
__
T
~~
I ~ I I I~ ~~ rl ' "
~_
~
_ ~
, ~
~
~
L L, _ I - ,
~ ' I

.
I

,... ~: I ~
,'
-1i I

1
I -~ _ ~
I- _:_I ~ ~
b -
-I L '-'
_; .__ ~ I
'
~
'
~ -;
~
, I r I I
I I ~ I I
I
I -

_
I
..._.
I I
~ _~ 1,.,
-
' I~ _rli:
I ~.. ~ -_ J_- ~ I I_l. ~- ~
I - I.~_ ~. -
. ~.. I.. -
_I I. L_i.ILI 1 I 'I
-i ~
~
-
f
I~ ~-I.
L __
_
~
.
l
~
l
I~t~
~
~ -
_
r"`l IJ_L.._
l
li
.
_
I
i ~~ Ui1-
~J
1
. 1
1
~ 1 '
~
- 1i --
-~:
_~-
- ~~ -
~~ ' - ~ ~ -
' I
:_
:i
;
.
l i ,
.
~
I S::L
~ _
F-
-
i-
I I_i
_ i_
I ~
t
,
_
,-
_
_
-
I-,`
-
~ ~---I , I i I I i L ~, I I --
I -.L-
-
--
-
~ i ~~-1
~-~I-I '
-
I 1-T~=I 1
,I I 1 I
~
-~-_
.
.
___,. . I-,11 _ _
_ ~
I
„ r ~ -,
.
I _
;
_ ~ 1,-r' rf
C SI I
Ci_I I -- -'I _': r~ -I-- -
~I ~ 1 _ I7 I
'- I l_I_ '-, 1 .,~! _L .y-~-
I I
i
C ~ --
~__ -- - -
~
Fr
~
~ 1
~ I~ TI
{
~
~
I
~ ~ ~ ' _l
-~ I I ~I-:-
~'
I ,
.
.
I
-
I j - . I
y I I
~-=~-

.

: Y

~

~_
I ~
I I I
~
~_C LII11 11'
I _ I , I
I
~ I
'
1 I
~
I -
y ~
.
I II I
~ ,
I
.
~ I ~
~
rt_
_
II ~ rll ~Ii
'. ~
r~l
~
~ I I ~ ;
._
_
I~ i~ 1
~
1
~ IrII

~

~
- 1-~

--
~' ~ I
' I~~ __I_: _
'~ f ~ _
jI ~
i!~I' ~I
- --_- -_-- __
iI I~ ~ I_~_
i
: 11 '~I j_,~I ~ jf~~
' ~'
~
I -
`_;_ ~fi-~
~1~I II I ~
I~ I,-+;'
- I ILf
I
!
1 I I 1 _ ~_
. __ ~ ~ ' I

I 1
I
t
1
- I ~ 1
~,
: -1
I ~
,
_
_~
I: I I I 11
_I
I_
~I
~~
_i_ I
7 ~ I
1
1 ~ ~ I I
~`
I
_
I
1
I
~ '- 1
I
I F
1 ~_,
I
_ .
I
i
C
t I ~
s
~
I
I
1
_
'
I - ._ ~ I I -
,
I
p
~~ ~ _~ _
-~ 1 ,-- -~ ' I
11. *
-'-
'
~ 1 I
r i 1
t,
I I
~~ I
- I ~ -I
~ ~
- - I ~' I I ~
--
~ I
~ ~ I
~ i I
~ -
; I ~ ~ '
`.
I 1 ,I ~ '~ I
; 1 I
~ ~ I
~ C I I ~ _ ! i~- ~r r- ~
-
_
~ I ~
I ' _ _
_~
I
I
I
~
I
, ~ 1
_ I r_ . I
I

-'-
- I
! ~ I
~ .
_
1 i. ~_.
-
I _
I
I. ~f- _;
~ I I ~
1
.
~_I
I I ,~ _ ~Z ,.- ~ -~_ I I-CtI I r
'.
_I I } I
L I
L I I I I-~
I
'
L ~
F B I-~,
~~- :III I I I 1
-i-
11
_~ -I 1
a- . III- I
- I-~ I ~7
a I i
li 1i I
IJ - - rI
~ I ~ ~
t
C 7
-
'
j
~
' 1
1 ~~
~
~ I j_ _. i _, ,
~

~ ,
; -
:_~. _
,_....
,
-- -
_:.- _
f-~- 1141
1 r
I: i
7.
~ .
_
_
!_-
~
~
~
I
I
~ ~
~ ' I
1
~ I i ; :
I ;- II I_,-
__
_ I .
,
i~-, t- - % I I1' ~. 1
7
i '
~
-
-
I
I I ~ ~ i
~
~
~ I
I ~ -. ,. ,
:,_, i r I
I . . -II
I
~ - I
=I"! I
.
i,
~. I I I i. _
~:~ li_-
I ..
~.
~ I
I ~-'~ J
~
-
~ i
-
I =I i
~
'
1 .
._T
I--'_:
' r
.
' I' _
:
_ I
I ~ I.I-
',_
I_=t ~ i I :-
1.,
1
I
f I L. -
,
LII _
I
~ 1 - _ -

_._
I
~
I
I I
'~ i
)
_;
I ~
_.
~ _
~1-
I i
'-
--
I
I _
_,
I
I,_
1 I I I 1
1
_
I J _
~ ~
1
Iii-- I _~_; I - d I i I- 1~ _I
L ~: I -~-I i I
I Li
i I I
~ --
I-I
: _: I I
I- !_
..
~ r '.- l , I
- _
I ~_, _~
. ~
- __ -. I, i. ';= I I I-~ -~ I j-I
~.l _.'_I I j
~I
I
. I I
I L
~ ~. - I {
1 ~._y_.
_..
.
I~
I ~ _
I -
-
1 ~ I
` I i i
-
I 1
~`
I ..
!
L' I
. . _ ; _ ,
_ ,
_.
.j I
I;_
11-
' I -
i ~ _
_
l
III _
~ l ~
'
I
~ _
T
I _~_~ ~ '
~ ~~ I- I
_ I I
I
~ I I _
t- 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 _
_ 1
I L
.
7 ,' -I
-i - - -
I TL Li I 11 l_I
~ I'. Ii _I. 1
'
.I ~
- I -P_;-
I
~_
II J
~ Y - .
~ i .',: -
-r_
r _'
- -I-
L
-
-'
II ~ 1
~
I
I I Iy.
~
~ _ I
I I
_l ~ -_
I
I _
~ 1- I I
._!.
l
I ~ ~ ~ I

-` I' ~~ l y L _
~~ ~ ~ -_ I ~
f
t ~
-
~ I
I I
~
~ i
J I _
~~
~
L I
~ . :_.,_I
i
~ ~
, ~ I ~~'
I _. ~ _
,
~..I.; '' -
I I
I' '', ~ ~
.; -
`-__ `
__
' 1 '~ ~'
~ - -
' Lr ~- -
I I I I-_
~Z I ~, I I I I _~-1~ I I..__J-: -'ll1-{~ ''_'-. _._f 1~ _~.~~~_I__ _
..
rl l- - - '
.. _,__
I./1_L.~ I_. I. _
~_
~
_.J-_-~ __ ~_ I I I y
i_I__.II _ ~ I-i I I J L ~ .
11 ~' --
__ I
'Ti 1 --I- ` I
_':_'V_I ~ ~__,_I. y_ I ~- - ~ I _ ICI-.~i. -I
I L _ _ .
I _~ i ~ I. ].I.I,_ '_. _~ _ I __
,_ I_
-__
_ i i I- I ~ I r-' I i
-
t
I
t
r ~
,
l-~
1i
I I

.
I-
- _

;_ ,I
~

.
~ I_
I

~ L
~
f
I [_
_I I I
I r I
1 1 I I ,_I:I ~ __ I --
-
-'11 I _( 'i'-
Imo.
I
~
~ ILI-
I ~1
-
~ ~
I { _I 'r
~~I -i ~

f I I L. I:_
~

I
- ---r L-
I I
+~-
L
7 I ~
I
'
a_I_ _I __.1 L
~
I i1_ r it-I
I
i"I_
l I
~1
I
I I --- -- -

_
I
I _

I~ I.

I
I
_
-,' i
_~
_'_I-
.
~ -
~
Y
I
~
.;
~
I
y_L1 1
ii-~. r I l.l. I -Ir
:1 I
I
~ I fil ~ 11
'
~
I ~ ~
'_ ~' i-- ~ "I
~_I-I
I ~ ~ ~
._ _
~ _~
-~ i., I ~__ ~_ I 1..1. .-;._
II 1 I_I_~~ I I. _'i-
.rl I
~! I
..-i ; I ~__- ~ I..- 1 ~-1- I .- ~ I_i_-I
1-_I_' li -
I -i~ ~ I
I I I
---~- i ~ _{{ I I.,.. _I_ _IJ.. _~. ~_ ._I-
_~I-_ I I :_~-I ~
III
-_~ 1 I
- ~I ~.I I
il_-I-
_ 11
I I.
I F
I I I _
I 0
. _L. _ ~ I
I= I
I
-I
I I -III I I

_

~ 1 ~

I

I
I_ .
I
I

I

~

i
~

I
I
I

l
I
_
I 1 j _I' f_i_ ~

~. r
I I
'

_
I-. I I ~~ ~ l

r ~~, , I~ I I L1 i

I
1
I L

I i~ ~ .

I
I

V1
I i I , . _ . I
r _
'
I I
i
I l
I-
'~
~ I 1
I~ .
E I I I
.
I
~I 1
1 I I
I ~
._ ...I .
'' - I~ ~~ -
-
1
' I 1
I f .
~
~
~ 1 I _
I J

y
I
-,_~.

I
1
~ I~
- I

I
_I_ I

I
I
I

h I
-
_I
_ -i_
_
.
,- __ ..~ _-_ _ _ I ~
- l
' i J
!te
~
I __
_~
I I
-
-~11, L y
I --
l
~
-
~
~
l_
i-~
I _'i I I I L.~ ~. I I
I
-~
1 I j
1 I
-
L
~
I
I

I I I
~._

_ UI
, a I
I -'r
I f-'~
' 1
1 I
i
.
,_ J
~_
III
~ ~ ' I ~I ~ i .-. I
I
I
..~ ~~-I
I I I 1
.._. _
I _' I. I -~_ ~~_ I ..1. ~_
~_U ~ I
- i
-
I I F
I _ I
-I I i
i_
I I
Y
1
1 I
` ~
._ I: I I : .. I ~ .' I f_'.. I
II I J,
I I
I ~ I
I i t I
1
I
I I ~
1 I I
f .J ~l
1 __
~ j'
:-I
i I-
-
_
1 11L
I 1 i
i1 11 ItI _
i .'
'
~
-
__ ~
~ I
r .
r l.
.
.I- j I
;~_f 1 I - 1
I .I

-I ~
ii I I_I _

.~ I

~
_ - ~
I 1 1 I
L
~
C
I
I
_
~_
I
--~ i
~
-i
i ;-'- ...
_ I
I 1
t
~ L '~
I ' 1 ,_
` !' ~
i l F~ LI
1._ -_~_ _ _
If ~ 1 I~
1 _ I ILI ;~;- I ;; 11 ;III r1
1 I- I
~' -i

-
_

I

1

-

I

L~_ ,
1 t
,
.,
~ -, __ r F
_ l

L -
,
I
_ -_
I ~ 1
._

J~
1
t
-~ -. I
I
I I
i.. ~ l ' -I
~

_,..i m .

A
-- :_ I i . ~ _,
.
!, I
J I_._
f _E _
I - _'_~_
~ ~
~ I_~ _
I ,_ _i_ ._ I ~. y. JI ,_t ~. I L ~ I- 1._ I I f
'._ L.
_ I-~-1~ _~ _:
:_ ~ 1 -F ~i ~ __
' -
I
J'I ~ ~ i -I ~ I
;
-t
~ +,^ rI{
; 1 -
-
i
,..
f
~
{
} I
'
-
II
~ I I
i
I _~~- 1 _I..~_
i ..:. _ ~ m
I
I 1 ~ I
I I , I .
,
_r_L.
' ~- _
.~
I_~C - J
.
_ I-.. _ i-
,7
. 1 ~
.
C i
7~
11. _L
F _I I
_ ( _
,~ ~
,

I 1
1 i ' 4 i i~ r
~ I ' I `' I - I I _ _
'. Ll. ~ -'- ~, I _
1-~~ ~ I 1 1 I I 1 i'_ '
t li ,I I I
i1
~ I
h L _~..I- f
J ~ 1' _'r 11 l --,!- ~
I I I
11 ~_ ' 1= { `_I I I~~ I , I' I
~ t- 1
L
~1 i ~ .~ ,-
II
!!
C
f -, = v°
,
~
- , cri

m

-
I
_, .I
I ~ r
I
~I I I
_ I
II
J
_,- I I~ I! II
j I 1 ~ ~ ~-
I
~
I t
,I ~I I
I I
~1,
,
I I i ( I
I
I i ~ I
i ~
-i
, _ t'
- -
'_ r 1 ~
-- ~ I
~
r
,i-~
__
I
I
1
F F
I '
L
I
i
{ I I O
_
I ' _ , _
- I I "
',=
: I ~ ~. -~
~. I-!
~ I - I ', I F 1 ,-h _:_ ~ y- -~ ~ ~-
~ I- I-'~-
- I
_'. _
.
~.. I ry -
I I- - ~ I I" ~ ~ I -_?.~ _.
I ~ . ' ~ }
_I_1
- ..
I ~'_ I I rte I
I
-I' I ~ -I I ~ I (- -'_I -~ '' _ I - ' L. ': : I I I -f~
1
1 ' ~
~ ' .
'- ~ .J ~-
I
I
~
I ~ I
I f } F- y
'- 1 rl
1 ~ i 1
I
--
1
:~
I

~~
i
~

~ I-

~
~ ~
~ i -
r
~
.
~ :
~
;:I{.
_- - -'
~ ~ - ~ ~ L
I ~
I __
I - -
~ I ._~ ~
I ~
-- - I Il "
u I
y y
I _
~
~ ''
I ~~ l l
I _~_,.
~ ~_ i-
,i-'-- '_L-I 11
I ~ i 11
L I
I-;- 11 .I I
~
I
~
= i-1
1
r I ~ 1
=
II I I ~ I I
, ;
,;
_ ~ '- - ! ~
~
, 1
~
r 1
,
. ~
t
I
I
- L
I ~ II ~-._ N
.. .
~. I
. '_ I .. I _ _~.
~. ~ 1_
___
. __ f I --
..~
___
.,,
1-I- ~ I ~,,. I. I .
1
~ T. I
I Y
1 i
I _
,
~
I
~I- 1
I ~
~ I
L
4 _
I
_
_ -

I
I I
I I .
-
,
.. ~-.
{ I
l
1
- ~1
I
' rr 1 I
I I
L ._,
. t
~ I 1 ';
~
I- 1 I -i_I - I ; 1
~_I
1 I
~~' I ~ ~
Z

-__ .
_._
1 -
__
'.
_ _ -.
~~ I
I --
1-
4 ',I I_. rl ~..~_ '...11 :
l_-
i
: _ ~-
1 J L1 - I
` __I
11_
~~ _ f;.~_li I_ I. ~ I. I ~ ~ I I-I

r
- _ I I _
I i
__ -

_
.~._
I I _ ~ I_i

Alexander County
Bridge No. 70 on SR 1331 (Little River Church Road)
over Grassy Creek
Federal-Aid Project No. BRZ-1331(9)
State Project No. 8.2780801
W.B.S. No. 33373.1.1
T.I.P. Project No. B-4005
CATEGORICAL EXCLUSION
r
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
APPROVED:
Zo
DATE
1 Z ~Z 2 ~o¢
DATE
y
~GregSry 7. Thorpe, Phd.
Environmental Management Director
Project Development 81~ Environmental Analysis Branch
North Carolina Department of Transportation
Sohn F. Sullivan, IiI PE
Division Administrator
Federal Highway Administration

s
Alexander County
Bridge No. 70 on SR 1331 (Little River Church Road)
over Grassy Creek
Federal-Aid Project No. BRZ-1331(9)
State Project No. 8.2780801
W.B.S. No. 33373.1.1
T.I.P. Project No. B-4005
CATEGORICAL EXCLUSION
December 2004
Document Prepared By:
MA Engineering Consultants, Inc.
598 East Chatham Street, Suite 137
Cary, NC 27511
Gay . Kogut, PE
Project Manager
~/ /~
Chad H. Critcher, PE
Senior Associate
For the orth Carolina De ent of Transportation:
l ~ ~ /~/'~
intent 7. Rhe4y PE
~~~\Q.~ ~ RAC l ~~'~•
~~.o~ESS1~ ti,~
__ ~ Q~ S __
_ '_ 3 ~ _
M.....~' G~~ ,.``
~''~~„~ ~ ~ s~~~~~`~~2'2Z'o
Project Mandger
Project Development 8c Environmental Analysis Branch

Alexander County
Bridge No. 70 on SR 1331 (Little River Church Road)
over Grassy Creek
Federal-Aid Project No. BRZ-1331(9)
State Project No. 8.2780801
W.B.S. No. 33373.1.1
T.I.P. Project No. B-4005
PROJECT COMMITMENTS
No special commitments are required for this project other than. those set forth under the
standard Nationwide Permit No. 23 and potentially No. 33 Conditions, the General Nationwide
Permit Conditions, Section 404 Only Conditions, Regional Conditions, State Consistency
Conditions, NCDOT's Guidelines for Best Management Practices for the Protection of Surface
Waters, NCDOT's Guidelines for Best Management Practices for Bridge Demolition and Removal,
General Certification Conditions, and Section 401 Conditions of Certification.
Categorical Exclusion 8-4005
December 2004 Page 1 of 1

Alexander County
Bridge No. 70 on SR 1331 (Little River Church Road)
over Grassy Creek
Federal-Aid Project No. BRZ-1331 (9)
State Project No. 8.2780801
W.B.S. No. 33373.1.1
T.I.P. Project No. B-4005
INTRODUCTION: The replacement of Bridge No. 70 is included in the 2004-2010 North
Carolina Department of Transportation (NCDOT) Transportation Improvement Program and in
the Federal-Aid Bridge Replacement Program. The location is shown in Figure 1. No substantial
environmental impacts are anticipated. The project is classified as a Federal "Categorical
F~cclusion".
I. PURPOSE AND NEED STATEMENT
The NCDOT Bridge Maintenance Unit records indicated the bridge has a sufficiency
rating of 22.1 out of a possible 100 for a new structure. The bridge is considered
structurally deficient. The replacement of this inadequate structure will result in safer
and more efficient traffic operations.
II. EXISTING CONDITIONS
Bridge No. 70 is located on SR 1331 (Little River Church Road) in Alexander County over
Grassy Creek (Figure 2-1). SR 1331 is classified as Rural Minor Collector in the Statewide
Functional Classification System.
Bridge No. 70 was constructed in 1949. The existing structure is a two-lane, three-span
bridge with an overall length of 106.0 ft. (32.3m) and a clear roadway width of 24.5 ft.
(7.5m). The bridge superstructure consists of timber deck with a 4 inch (10.16cm)
asphalt wearing surface on a steel girder/stringer/floor beam system. The end bents
consist of timber caps and piles while the interior bents are timber caps and posts with
concrete sills. Bridge No. 70 currently has posted weight limits of 17 tons (15.4 metric
tons) for single vehicle (SV) and 24 tons (21.8 metric tons) for truck-tractor semi-trailer
(TTST). There is no posted speed limit in the vicinity of this bridge; therefore the
statutory speed limit of 55 mph (90 km/hr) applies. The approach roadway for Bridge
No. 70 is a two-lane, 19.0-ft. (5.8m) wide road with 4.0-ft. (1.2m) grassed shoulders
(Figure 2-1).
The creek bed to roadway crown point height is 20.0 ft. (6.1m) and the normal depth of
Grassy Creek is 1.0 ft. (0.3m).
Aerial power and telephone lines run along the southwest side of the bridge. Buried
telephone lines continue along the southwest side of the. road on both sides of the
creek. An aerial power service line crosses SR 1331 just southeast of the bridge. An
T.I.P. No. 8-4005 Page 1
Alexander County

underground water line can be found along the northeast side of the road with a treated
water pump station in the east quadrant.
The 2002 estimated average daily traffic (ADT) volume is 1400 vehicles per day (vpd).
The projected ADT is 2500 vpd by the design year 2025. The percentages of truck traffic
are 2% dual-tired vehicles and 1% TTST.
SR 1331 is not a part of a designated bicycle route nor is it listed in the Transportation
Improvement Program (TIP) as needing bicycle accommodations. There is no indication
that an unusual number of bicyclists use this roadway.
No accidents were reported in the vicinity of the bridge during a recent three-year
period.
Three school buses cross Bridge No. 70 twice daily for a total of 6 trips per day.
Land use in the vicinity of the bridge is mostly agricultural with some scattered large-
parcel residential use.
There are no survey markers in the project vicinity.
III. ALTERNATIVES
A. Project f~scription
The proposed structure will provide a 30-foot (9.1-meter) clear roadway width to allow
for two 12-foot (3.6-meter) travel lanes and 3-foot (0.9-meter) shoulders on each side.
The approach roadway will consist of two 12-foot (3.6-meter) travel lanes with 8-foot
(2.4-meter) unpaved shoulders. Refer to Figure 3. The design speed will be 60 mph (95
km/hr).
The estimated structure requirements are based on the historic performances of the
existing structure and field observations of the site. Based on field reconnaissance of the
site and a preliminary hydraulic analysis, the existing structure will be replaced with a
bridge. The existing roadway elevation would be maintained. Two alternatives are
considered (See Figure 4A and 46).
B. Build Alternatives
Alternative 1
Alternative 1 proposes to construct the bridge on the downstream (southwest) side and
maintain traffic on the existing bridge during construction. It is anticipated that the
bridge length would be approximately 125 ft. (38.1m). The skew angle of the proposed
structure would be 60 degrees. The final bridge length and skew angle will be
determined during final design.
Page 2 T.I.P. No. 8-4005
Alexander County

Alternative 2 (Preferred).
Alternative 2 proposes to replace the bridge at the existing location using an off-site
detour for traffic during construction. It is anticipated that the bridge length would be
approximately 125 ft. (38.1m). The skew angle of the proposed bridge would be
approximately 60 degrees. The final bridge length and skew angle will be determined
during final design.
The ofF site detour route is SR 1331 to SR 1338 (St. Clair Road) to NC 16 (See Figure 5).
This detour is acceptable to local emergency services. A slight increase in response time
would occur. Assuming atwelve-month construction period and a 35 mph (55 km/hr)
driving speed, the off-site detour would add no more than five minutes to the detour
user's drive time. This is considered an acceptable delay.
C. Alternatives Eliminated from Further Study
The "do-nothing" alternative will eventually necessitate closure and/or removal of the
bridge, effectively removing this section of SR 1331 from traffic service.
Investigation of the existing structure by the NCDOT Bridge Maintenance Unit indicates
that rehabilitation of the old bridge is not feasible due to its age and deteriorated
condition.
D. Preferred Alternative
Alternative 2, constructing the bridge at the existing location utilizing an off-site detour
during construction, is the preferred alternative.
Although the bridge length is the same for both alternatives, the total project length
(including approaches) for Alternative 1 is much longer which will result in higher
construction costs and greater environmental impacts. Alternative 1 will require the
existing roadway embankment to be excavated to match the natural ground.
The roadway alignment would not be improved by Alternative 1 since the existing
alignment is on a tangent. Since acceptable detours exist, closing SR 1331 during
construction is not considered objectionable.
As evidenced by field observations, the existing crossing is hydraulically and
environmentally adequate. Therefore, there is no benefit to relocating the bridge
downstream. Alternative 2 is more hydraulically efficient since it has a larger bridge
waterway opening than either Alternative 1 or the existing bridge. Based on above
findings, Alternative 2 should be the preferred altemative.
T.I.P. No. 8-4005 Page 3
Alexander County

IV. ESTIMATED COSTS
The estimated costs for each alternative, based on current (2004) prices, are shown in
Table 1.
Table 1: Estimated Costs
Alternative 1 Alternative 2
(Preferred)
Structure Removal (existing) 20,800 20,800
Structure (proposed) 281,250 281,250
Roadway Approaches 250,579 92,316
Miscellaneous and Mobilization 158,371 87,634
Engineering and Contingencies 114,000 93,000
ROW/Const. Easements/Utilities 43,000 43,000

TOTAL $ 868,000 $ 618,000
The total estimated cost of the project, as shown in the 2004-2010 Transportation
Improvement Program, is $865,000 including $65,000 for right-of-way and $650,000 for
construction.
V. NATURAL RESOURCES
A Natural Resources Technical Report was prepared by M A Engineering Consultants,
Inc. and is available at the North Carolina Department of Transportation (NCDOT) office.
Natural resources within the project study area were evaluated to provide: 1) an
assessment of existing biotic resources; 2) an evaluation of potential impacts resulting
from construction; and 3) a preliminary determination of permit needs.
A. Methodology
A general field survey was conducted within the project study area on July 23, 2003.
Pedestrian surveys were undertaken to determine natural resource conditions and to
document natural communities, wildlife, and the potential presence of protected species
or their habitats.
Information regarding the project area and region was derived from a number of
resources including: U.S. Geological Survey (USGS) Taylorsville 7.5-minute quadrangle
map (1970), Soil Survey Sheets of Alexander County, North Carolina (1995), United
States Fsh and Wildlife Service (USFWS) National Wetlands Inventory (NWI) Mapping
(1999), USFWS list of protected species (February 25, 2003), North Carolina Department
of Environmental and Natural Resources (NCDENR) Basinwide Information Management
System, North Carolina Center for Geographical Information and Analysis (NCCGIA)
BasinPro GIS Million-Acre Edition Data (June 2002), North Carolina Natural Heritage
Program (NCNHP) list of rare animal species (January 2001), NCNHP list of rare plant
Page 4 T.I.P. No. 8-4005
Alexander County

species (January 2002); NCNHP County status database (accessed June 2003), NCDOT
aerial photography of the project study area (1:100), and North Carolina Division of
Water Quality (DWQ) water resource data (2003).
B. Physiography and Soils
The project lies within the western Piedmont Physiographic Province. This region
consists of higher elevations, more rugged topography, and more monadnocks or
mountain outliers than other areas of the Piedmont. The project study area lies within
the Inner Piedmont geologic belt, the most intensely deformed and metamorphosed
segment of the Piedmont (North Carolina Geological Survey, 1991). The metamorphic
rocks range in age from 500 million to 700 million years old. They include gneiss and
schist that have been intruded by younger granitic rock. The project study area is found
within a metamorphic rock area classified as Mica Schist. Mica Schist is characterized as
containing garnet, staurolite, kyanite, or sillimanite. It includes lenses and layers of
quartz schist, micaceous quartzite, biotite gneiss, amphibolite, and phyllite. Elevations in
the project vicinity range from approximately 1,000 to 1,300 feet (305 to 396 meters)
above mean sea level (msl) while elevations in the project study area vary from
approximately 1,000 to 1,140 feet (305 to 347 meters) above msl.
According to the general soil map for Alexander County (USDA, 1995), the project study
area is composed of soil series allied within the Pacolet-Cecil soil association. The soil
types in this association are described as gently sloping to moderately steep, well-
drained soils that have predominantly clayey subsoil. Soil series found within the project
study area are Riverview fine sandy loam, 0 to 2 percent slopes, frequently flooded,
Pacolet sandy loam, 15 to 25 percent slopes, Pacolet sandy clay loam, 8 to 15 percent
slopes, eroded, and Masanda sandy clay loam, 8 to 15 percent slopes, eroded. There are
no soils classified as hydric by the North Carolina Natural Resource Conservation Service
within the project study area.
C. Water Resources
C.1. Water Impacted
The proposed project lies in the Catawba River Basin, within the DWQ subbasin
designated 03-08-32 and the USGS 8-digit Hydrologic Unit Code (HUC) 03050101.
Waters within the project vicinity include Grassy Creek [11-69-2, 3/1/1962] and an
unnamed tributary to Grassy Creek (UT1). Grassy Creek is a major tributary to the
Lower Little River [11-69-(0.5), 4/1/1999, "C"] (NCDENR, 2003). Both streams appear
on either the Taylorsville USGS 7.5-minute quadrangle map or the County Soil Survey
map therefore, they can be classified as perennial streams.
C.2. Water Resources Characteristics
Grassy Creek and its tributary in the project vicinity are classified as "C" waters. Class
"C" denotes waters suitable for all general uses including aquatic life propagation and
survival, fishing, wildlife, secondary recreation, and agriculture. Grassy Creek and its
tributary have a use support rating of Fully Supporting, based on the evaluated method.
T.I.P. No. 8-4005 Page 5
Alexander County

Grassy Creek width was approximately 27.0 feet (8.2 meters) upstream of the bridge
and 30.0 feet (9.1 meters) below the bridge. Water depth upstream of the bridge
ranged from 1.0 to 1.6 feet (0.3 to 0.6 meters) in depth. The substrate consisted of silt,
sand, pebbles, cobbles, and bedrock. Water clarity was clear. Grassy Creek can be
classified as a Rosgen Stream Classification Type C-channel (Rosgen, 1996).
UTi appeared to have very few meanders in its approximate 260 feet of length (80
meters). UT1 had a rapid flow rate and measured 3.0 feet (0.7 meters) in width
upstream of its confluence with Grassy Creek. Average water depth recorded was 0.5
feet (0.1 meters). Water clarity was clear. The stream appears to be incised in the valley
and moving towards a new equilibrium. Based on the observations UTl was not given a
Rosgen classification.
No waters classified as. Water Supplies (WS-I: undeveloped watershed, or WS-II:
predominately undeveloped watersheds), High Quality Waters (HQW), Outstanding
Resource Waters (ORW), or designated as an impaired water body under Section 303(d)
of the Clean Water Act occur within 1.0 mile (1.6 kilometers) of the project study area.
The Basinwide Monitoring Program, managed by the DWQ, is part of an ongoing
ambient water quality monitoring program that addresses long-term trends in water
quality. The program monitors ambient water quality by sampling at fixed sites for
selected benthic macroinvertebrates, which are sensitive to water quality conditions.
DWQ has a sampling station on the Lower Little River at All Healing Springs downstream
from the project study area. This site has been sampled since 1987 and was last
sampled in 1997 receiving a rating of Good'.
Point sources, such as wastewater discharges, located throughout North Carolina are
permitted through the National Pollutant Discharge Elimination System (NPDES)
program through the NCDENR. No active NPDES permits are located in, directly
upstream, or within a mile from the project study area (NCCGIA 2001).
C.3. Anticipated Impacts to Water Resources
The proposed project is expected to affect both soils and topography. The topography is
variable with moderate to abrupt changes in elevation. The proposed construction of a
new bridge or associated road improvements will require the removal of soils and the
placement of fill material.
The primary sources of water quality degradation in urban areas are stormwater runoff
and construction. Construction of a new bridge and approaches may disturb the stream
banks and expose the soil surface. This may cause water quality degradation from
runoff and sedimentation. In addition, increased impervious areas can introduce other
elements of degradation to water resources. These elements may include hydrocarbons,
toxic substances, debris, and other pollutants. Anticipated impacts to water resources
include: additional substrate destabilization, bank erosion, increased turbidity, altered
flow rates, and possible temperature fluctuations within the stream channel caused by
the removal of streamside vegetation.
Page 6 T.I.P. No. B~005
Alexander County

NCDOT will ensure that preventative and control Best Management Practices (BMP's) are
employed to prevent or reduce water pollution as described in the NCDOT handbook
Best Management Practices for the Protection of Surface Waters (NCDOT 1997).
There are no trout or anadromous fish moratoriums applicable to Bridge No. 70.
Moratoria on in-stream construction and stream crossing may be required if natural
occurring populations of smallmouth bass or protected species hosts are known to exist.
The NCWRC will evaluate each project based on current fisheries data and make
recommendations to the USACE. Limiting in-stream activities and revegetating stream
banks immediately following the completion of grading can further reduce impacts.
C.4. Impacts Related to Bridge Demolition and Removal
BMP's for Bridge Demolition and Removal may be categorized as one of three cases:
Case 1, Case 2, or Case 3. The replacement of Bridge No. 70 may classify as a Case 2 or
Case 3. Case 2 categories allow no work at all in the water during moratorium periods.
Case 3 categories have no special restrictions beyond those outlined in the Best
Management Practices for the Protection of Sun`ace Waters handbook. There are no
trout or anadromous fish moratoriums applicable to Bridge No. 70. Moratoria on in-
stream construction and stream crossing may be required if natural occurring
populations of smallmouth bass or protected species hosts are known to exist. The
NCWRC will evaluate each project based on current fisheries data and make
recommendations to the USACE. Limiting in-stream activities and revegetating stream
banks immediately following the completion of grading can further reduce impacts.
The existing structure consists of a timber deck with an asphalt wearing surface on a
steel girder/stringer/floor beam system. The end bents consist of timber caps and piles
while the interior bents are timber caps and posts with concrete sills. The timber will be
removed without dropping components into Waters of the United States.
D. Biotic Resources
This section describes the vegetation and associated wildlife within the project area that
was observed during the field survey. The project area is composed of different
vegetative communities based on topography, soils, hydrology, and disturbance
regimes. Potential impacts affecting these communities are also discussed. Classification
of plant communities is based on a system used by the NCNHP (Schafale and Weakley,
1990). If a community is modified or otherwise disturbed such that it does not fit into an
NCNHP classification, it is given a name that best describes its current characteristics.
Scientific nomenclature and common names (when applicable) are provided for each
plant and animal species listed. Subsequent references to the same organism include
only the common name.
D.1. Plant Communities
Three highly disturbed plant communities in the project study area: Mesic Mixed
Hardwood Forest, Piedmont/Mountain Bottomland Forest, and Urban/Disturbed
T.I.P. No. B-~F005 Page 7
Alexander County

Community. These communities are described in detail below and presented in Figure 5.
Mesic Mixed Hardwood Forest - Piedmont Subtvve
A small remnant portion of this community occurs west of Bridge No. 70. This
community characteristically has a moderately closed canopy and open understory. The
dominant canopy species observed included eastern white pine (Pious strobes), yellow-
poplar, and red maple. Additional woody and herbaceous species present included tag
alder, greenbrier, poison ivy, blackberry, and honeysuckle. Elevations within this
community range from approximately 1,040 to 1,120 feet msl (320 to 340 meters).
Within the project study area, approximately 1.2 acres (0.5 hectares) of this community
exist.
Piedmont/Mountain Bottomland Forest
Within the project study ,area, this community has been identified by the NWI as
Palustrine-Forested-Broad-leaved Deciduous-Temporary Water Regime (PFO1A). The
dominant canopy species observed included red maple, river birch, and white pine. The
understory consisted of poison ivy, greenbrier, and an unidentified panicum (Panicum
sp.). Elevations within this community range from approximately 980 to 1,040 feet msl
(300 to 320 meters). Within the project study area, approximately 0.9 acres (0.4
hectares) of this community exist.
Urban/Disturbed Community
The Urban/Disturbed community includes the road shoulders, power line right-of-way,
residential, urban, and agricultural areas. Many plant species are adapted to these
disturbed and regularly maintained areas. Within the project study area, approximately
4.1 acres (1.6 hectares) of this community exist
D.2. Wildlife
Wildlife associated with these vegetative community include ubiquitous mammals such
as raccoon (Procyon /otorj, white-tailed deer (Odocoi/eus virginianus), Virginia opossum
(Didelphis virginiana), mink (Muste/a visors), striped skunk (Mephitis mephitis), beaver
(Castor canadensis), eastern cottontail (Sy/vi/ages floridanus), and gray squirrel (Sciurus
caro/inensis).
Avian species which may utilize this community include red-eyed vireo (Vireo o/ivaceus),
northern cardinal (Cardina/is cardina/is), tufted titmouse (Baeo%phus bico%j, mourning
dove (Zenaida macroura), ovenbird (Seiurus aurocapi//us), eastern phoebe (Sayomis
phoebe)*, Carolina chickadee (Poeci/e caro/inensis), gray catbird (Dumete//a
caro/inensis), downy woodpecker (Picoides pubescens), blue jay (C~anocitta cristata),
northem mockingbird (Mimes po/yg/ottos), Acadian flycatcher (Epidonax virescens),
blue-gray gnatcatcher (Po/iopti/a caeru/ea), Louisiana waterthrush (Seiurus motaci//a),
and northern parula (Para/a americans).
Other wildlife which may reside or forage in this community include the two-lined
salamander (Eurycea bis/ineata), slimy salamander (P/ethodon g/ulinosus), Fowler's toad
(Bufo woodhousei), spring peeper (Hy/a crucifer, pickerel frog (Rana pa/ustris),
American toad (Bufo americanus), eastern box turtle (Terrapene caro/ins), five-lined
Page 8 T.I.P. No. 8-4005
Alexander County

skink (Eumeces fasciatus), Queen snake (Regina septem~ittata), and the ringneck snake
(Diadophis punctatus).
D.3. Aquatic Communities
Aquatic systems in the project study area include Grassy Creek and an unnamed
tributary to Grassy Creek (UT1). Grassy Creek appears to be a moderate groundwater-
moderate runoff driven medium size stream. In addition, it appears to have a confined
valley form with a medium (0.002 - 0.02) gradient. The channel appeared to be only
slightly entrenched in the project study area. The banks were well vegetated with no
sign of erosion. UTl appeared to be a low groundwater-high runoff driven small stream.
It lies within a confined valley with a medium gradient. The drainage basin for this
stream is approximately 50 acres (20 hectares). The stream banks were well vegetated
with no evidence of erosion. Wildlife observed included mayflies, caddisflies, snails, and
fish. These stream systems should hold common fish species such as rosyside dace
(Clinostomus fundu/oides), bluehead chub (Nocomis /eptocepha/us), sandbar shiner
(Notropis scepticus), marginated madtom (Noturus insignis), and fantail darter
(Etheostoma flabe//are).
D.4. Anticipated Impacts to Biotic Communities
The project study area consists of approximately 1.5 acres (0.6 hectares) of Mesic-Mixed
Hardwood Forest, 0.8 acres (0.3 hectares) of Piedmont/Mountain Bottomland Forest,
and 11.5 acres (4.7 hectares) of Urban/Disturbed Community. The preferred alternative,
Alternative 2, has the potential to encroach into these natural vegetative communities.
Based on a preliminary analysis the total acreage that may be affected within each
natural vegetative community is shown in Table 2.
Table 2: Anticipated Impacts to Vegetative Communities
Alternative 1 Alternative 2 Preferred
Mesic Mixed Hardwoods 0.69 A 0.28 ha 0.17 A 0.07 ha
Piedmont Mountain Bottomland 0.01 A 0.01 ha 0 A 0 ha
Urban/Disturbed 0.74 A 0.30 ha 0.52 A 0.21 ha
Total 1.44 A 0.59 ha 0.69 A 0.29 ha
Loss of wildlife is an unavoidable aspect of development. Temporary fluctuations in
populations of animal species, which utilize these communities, are anticipated during
the course of construction. Slow-moving, burrowing, and/or subterranean organisms will
be directly impacted by construction activities, while mobile organisms will be displaced
to adjacent communities.
Aquatic organisms are acutely sensitive to changes in their environment. Environmental
impacts from construction activities may result in long term or irreversible effects.
Impacts usually associated with in-stream construction include increased channelization
and scouring of the streambed. In-stream construction alters the substrate and affects
adjacent streamside vegetation. Such disturbances within the substrate lead to
increased siltation, which can clog the gills and/or feeding mechanisms of benthic
organisms, fish, and amphibian species. Siltation may also cover benthic
T.I.P. No. B-4005 Page 9
Alexander County

macroinvertebrates with excessive amounts of sediment that inhibit their ability to
respire. These organisms are slow to recover and usually do not, once the stream has
been severely impacted.
The removal of streamside vegetation and placement of fill material during construction
enhances erosion and possible sedimentation. Quick revegetation of these areas helps to
reduce the impacts by supporting the underlying soils. Erosion and sedimentation may
cant' soils, toxic compounds, trash, and other materials into the aquatic communities at
the construction site. As a result, sediment bars may form at and downstream of the
site. Increased light penetration from the removal of streamside vegetation may
increase water temperatures. Warmer water. contains less oxygen, thus reducing aquatic
life that depends on high oxygen concentrations.
E. Special Topic
E.1. "Waters of the United States": )urisdictional Issues
Section 404 of the Clean Water Act requires regulation of discharges into "Waters of the
United States." The U.S. Environmental Protection Agency (USEPA) is the principal
administrative agency of the Clean Water Act; however, the U.S. Army Corps of
Engineers (USAGE) has the responsibility for implementation, permitting, and
enforcement of the provisions of the Act. The USAGE regulatory program is defined in 33
CFR 320-330.
Water bodies, including lakes, rivers, and streams, are subject to jurisdictional
consideration under the Section 404 program. Wetlands are also identified as "Waters
of the United States." Wetlands, defined in 33 CFR 328.3, are those areas that are
inundated or saturated by surface water or groundwater at a frequency and duration
sufficient to support, and under normal circumstances do support, a prevalence of
vegetation typically adapted for life in saturated soil conditions. Any action that proposes
to place fill into these areas falls under the jurisdiction of the USAGE under Section 404
of the Clean Water Act (33 U.S.C. 1344).
Surface Waters
The NCDWQ defines a perennial stream as a clearly defined channel that contains water
for the majority of the year. These channels usually have some or all of the following
characteristics: distinctive streambed and bank, aquatic life, and groundwater flow or
discharge. Since both Grassy Creek and UTi appear on either the Taylorsville USGS 7.5-
minute quadrangle map or the County Soil Survey map they can be classified as
perennial streams. Detailed stream characteristics, including specific water-quality
designations, are presented in Section C: Water Resources.
Jurisdictional Wetlands
There are no jurisdictional wetlands associated with the project study area.
Page 10 T.I.P. No. 6005
Alexander County

E.2. Permits
In accordance with Section 404 of the Clean Water Act (33 U.S.C. 1344), a permit is
required from the USACE for projects of this type for the discharge of dredged or fill
material into "Waters of the United States". The specific permit(s) will be determined
once alternatives have been chosen and potential impacts have been calculated. A
Nationwide Permit No. 23 (Approved Categorical Exclusion) is likely to be applicable for
all impacts to Waters of the United States resulting from the proposed project. A
Nationwide Permit No. 33 (Temporary Construction, Access or Dewatering) may be
required if an on-site work bridge or causeway is needed during construction of Bridge
No. 70. A Regional General Permit No. 198200031 may be required if the discharge of
dredged or fill material in "Waters of the United States" is unavoidable.
A 401 Water Quality Certification, administered through the DWQ will also be required.
This certification is issued for any activity that may result in a discharge into waters for
which a federal permit is required. Applicable General Certifications (GC) may include GC
3403, GC 3366, and GC 3404 for the matching USACE Nationwide Permit 23, Nationwide
Permit 33, and Regional General Permit 198200031.
Impacts to the aquatic community of Grassy Creek may result from the replacement of
Bridge No. 70. The removal of the substructure may create some disturbance in the
streambed. Conditions in the stream may raise sediment concerns since the substrate
contains silt; therefore, a turbidity curtain is recommended.
In order to protect the water quality and aquatic life in the area affected by this project,
the NCDOT and all contractors will follow appropriate guidelines for bridge demolition
and removal. These guidelines are presented in three NCDOT documents entitled: Pre-
Construcrion Guidelines for Bridge Demolition and Removal, Policy.• Bridge Demolition
and Remova/ in Waters of the United States, and Best Management Practices for Bridge
Demolition and Remova/.
Moratoria on in-stream construction and stream crossing may be required if natural
occurring populations of smallmouth bass or protected species hosts are known to exist.
The NCWRC will evaluate each project based on current fisheries data and make
recommendations to the USACE.
E.3. Buffer Rules
At the time of this report, the Yadkin River Basin was not subject to riparian buffer
regulations.
E.4. Mitigation
The USACE has adopted, through the Council on Environmental Quality (CECt), a
mitigation policy which embraces the concepts of "no net loss of wetlands" and
sequencing. The purpose of this policy is to restore and maintain the chemical,
biological, and physical integrity of "Waters of the United States," specifically wetlands.
Mitigation of wetland impacts has been defined by the CEQ to include avoiding impacts,
T.I.P. No. 8-4005 Page 11
Alexander County

minimizing impacts, and compensating for impacts (40 CFR 1508.20). Avoidance,
minimization, and compensatory mitigation must be considered sequentially.
Avoidance
Avoidance mitigation examines all appropriate and practicable possibilities of averting
impacts to "Waters of the United States." According to a 1990 Memorandum of
Agreement (MOA) between the USEPA and the USACE, in determining "appropriate and
practicable" measures to offset unavoidable impacts, such measures should be
appropriate to the scope and degree of those impacts and practicable in terms of cost,
existing technology, and logistics in light of overall project purposes. No jurisdictional
wetlands will be impacted; however, some unavoidable impacts to surface waters may
result from project construction.
Minimization
Minimization includes the examination of appropriate and practicable steps to reduce the
adverse impacts to "Waters of the United States." Implementation of these steps will be
required through project modifications and permit conditions. Minimization typically
focuses on decreasing the footprint of the proposed project through the reduction of
median widths, right-of--way widths, fill slopes, and/or road shoulder widths. The
following methods are suggested to minimize adverse impacts to "Waters of the United
States":
1. Strictly enforce Best Management Practices (BMPs) to control sedimentation
during project construction;
2. Minimize clearing and grubbing activity;
3. Decrease or eliminate discharges into the North Pacolet River's tributary;
4. Reestablish vegetation on exposed areas, employing judicious pesticide and
herbicide management;
5. Minimize "in-stream" activity; and
6. Use responsible litter control practices.
Compensatory Miti ation
Compensatory mitigation is not normally considered until anticipated impacts to "Waters
of the United States" have been avoided and minimized to the maximum extent
possible. It is recognized that "no net loss of wetlands" functions and values may not be
achieved in each and every permit action. Appropriate and practicable compensatory
mitigation is required for unavoidable adverse impacts, which remain after all
appropriate, and practicable minimization has been required. Compensatory actions
often include restoration, creation and enhancement of "Waters of the United States",
specifically wetlands. Such action should be undertaken in areas adjacent to or
contiguous to the discharge site.
Nationwide Permits usually do not require mitigation according to the MOA between the
USEPA and the USACE. However, prior to the use of any nationwide permit within any of
the 25 designated counties of North Carolina that contain trout waters, notification must
be given to the Wilmington USACE District Engineer along with a written statement of
compliance with all of the conditions of the applicable nationwide permit. This
notification will include comments and recommendations from NCWRC. A plan to provide
Page 12 T.I.P. No. 8-4005
. Alexander County

compensatory mitigation for all unavoidable adverse impacts to the mountain trout
waters must be included in the information sent to the NCWRC.
F. Rare and Protected Species
Some populations of fauna and flora have been, or are, in the process of decline due to
either natural forces or impacts from humans. Federal law (under the provisions of
Section 7 of the Endangered Species Act of 1973, as amended) requires that any action
likely to adversely affect a species classified as federally-protected be subject to review
by the USFWS. Other species may receive additional protection under separate laws.
F.1. Federally Protected Species
Plants and animals with a federal designation of Endangered (E), Threatened (T7,
Proposed Endangered (PE), and Proposed Threatened (Ply are protected under
provisions of Section 7 'and Section 9 of the Endangered Species Act of 1973, as
amended. The USFWS lists only one federally-protected species for Alexander County as
of the February 3, 2003 listing.
Boo turtle (C/emmvsmuh/enberivii)
Federal Status: Threatened (S/A)
State Status: Threatened
Date Listed: May 1, 1997
The bog turtle is North Carolina's smallest turtle, measuring 3 to 4 in (7 to 10 cm) in
length. It has a dark brown carapace and a black plastron. The bright orange or yellow
blotch on each side of the head and neck is a readily identifiable characteristic. The bog
turtle inhabits damp grass fields, bogs, and marshes in the mountains and western
Piedmont.
The bog turtle is shy and secretive, and will bun-ow rapidly in mud or debris when
disturbed. The bog turtle forages on insects, worms, snails, amphibians, and seeds. In
June or July, three to five eggs are laid in a shallow nest in moss or loose soil. The eggs
hatch in about 55 days.
The bog turtle is listed as Threatened due to similarity of appearance [T (S/A)]. This is
due to its similarity of appearance to another rare species that is listed for protection. T
(S/A) species are not subject to Section 7 consultation and a biological conclusion for
this species is not required.
Bog turtles inhabit damp grassy fields, bogs, and marshes. These areas generally have
minimal woody material and a soft substrate. Suitable habitat as described did not exist
within the project study area.
F.2. Federal Species of Concern
There are three federal species of concern listed by the USFWS for Alexander County
(USFWS 2003). These species are not protected under the provisions of Section 7 of the
T.I.P. No. 8-4005 Page 13
Alexander County

Endangered Species Act. Federal species of concern species are defined as species
under consideration for listing for which there is insufficient information to support
listing as threatened or endangered (formerly C2 candidate species). The status of these
species may be upgraded at any time, thus they are included here for consideration. A
review of NCNHP data depicting known populations of these federal species of concern
found no populations within a one mile (1.6 km) radius of the project study area.
Protections afforded to species listed under state law are not applicable to this project.
Table 3 lists the federal species of concern, their state status, and the existence of
suitable habitat within the project area.
Table 3: Federal species of concern species for Alexander Countv, NC.

Commcm ~.
Saie~#t~wi:
'
.
Sta6ie
~ °/
~:.
~1i-a'ble
:: :_ ~+t - .. ,
:~ _ status - ~ .its IHabitat
Vertebrates
Rafinesque's Corynorhinus Hollow trees, caves,
big-eared bat rafinesquii FSC T mines and beneath Yes
brid es
Vascular Plants
Ton-ey's Pycnanttiemum Dry uplands and
mountain- torrei FSC SR-T woodlands over Mafic No
mint rock
Nonvascular Plants
Keever's O~fiotrichum FSC E On trees around low
bristle-moss keeverae elevation granitic No
domes
NOTES:
Notes: E - Endangered; T -Threatened; SR -Significantly Rare; S/A -Similarity of Appearance; na -not
available.
VI. CULTURAL RESOURCES
A. Compliance Guidelines
This project is subject to compliance with Section 106 of the National Historic
Preservation Act of 1966, as amended, implemented by the Advisory Council on Historic
Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800.
Section 106 requires that for federally funded, licensed, or permitted projects having an
effect on properties listed in or eligible for the National Register of Historic Places, the
Advisory Council on Historic Preservation be given the opportunity to provide comment.
B. Historic Architecture
A field study of the area of potential effect (APE) was conducted on June 10, 2003. The
APE is defined as the geographic area or areas within which an undertaking or project
may directly or indirectly cause alterations in the character or use of historic properties.
All structures within the APE were photographed and later reviewed by the State Historic
Preservation Office (HPO). In a concurrence form dated September 30, 2003, the State
Historic Preservation Officer (SHPO) stated that there were no structures of historical or
Page 14 T.I.P. No. 8-4005
Alexander County

architectural importance located within the planning area, based on historical
information available. Upon the review of the photographs, the SHPO concluded that
although there are properties over fifty years old, they are not eligible for the National
Registry. Bridge #70 was further evaluated in a report. It was determined that it is also
ineligible for inclusion in the National Registry of Historic Places. Therefore, no further
compliance with Section 106 is required. A copy of the SHPO concurrence form and
memorandums are included in the Appendix.
C. Archaeology
The State Historic Preservation Officer (SHPO), in a memorandum dated December 18,
2003 stated that they have "no comment on the undertaking as proposed." A copy of
the SHPO memorandum is included in the Appendix.
VII. ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact. Replacement of an
inadequate bridge will result in safer traffic operations.
The project is a Federal "Categorical Exclusion" due to its limited scope and lack of
significant environmental consequences.
The bridge replacement will not have an adverse effect on the quality of the human or
natural environment with the use of current NCDOT standards and specifications.
The project is not in conflict with any plan, existing land use, or zoning regulation. No
substantial change in land use is expected to result from construction of the project.
No adverse impact on families or communities is anticipated. Right-of-way acquisition
will be limited. No relocatees are expected with implementation of the proposed
alternative.
The studied route does not contain any bicycle accommodations nor is it a designated
bicycle route; therefore no bicycle accommodations have been included as part of this
project.
No adverse effect on public facilities or services is anticipated. The project is not
expected to adversely affect social, economic, or religious opportunities in the area.
There are no publicly owned recreational facilities, or wildlife and waterfowl refuges of
national, state, or local significance in the vicinity of the project.
This Categorical Exclusion has proceeded in accordance with the Executive Order 12898
requirement that each federal agency, to the greatest extent allowed by law,
administers and implements its programs, policies, and activities that affect human
health or the environment so as to identify and avoid "disproportionately high and
adverse" effects on minority and low-income populations. The proposed project will not
T.I.P. No. B~1005 Page 15
Alexander County

directly impact minority or low-income residences, segment existing minority
communities, or separate residential areas from nearby services such as schools.
The proposed project will not require right-of--way acquisition or easement from any land
protected under Section 4(f) of the Department of Transportation Act of 1966.
No geodetic monuments will be impacted during construction of this project.
The Farmland Protection Policy Act requires all federal agencies or their representatives
to consider the potential impacts to prime and important farmland soils by all land
acquisition and construction projects. Prime and important farmlands are defined by the
Natural Resources Conservation Service (NRCS). Candidate prime farmland is found in
the project limits, but since it is not protected from flooding, it is not considered prime
farmland.
No adverse effects to air quality are expected to result from this project. The project is
in an air quality "neutral" project, so it is not required to be included in the regional
emissions analysis (if applicable), and a project level CO analysis is not required. Since
the proposed project is located in an attainment area, 40 CFR Part 51 and 93 are not
applicable. If vegetation or wood debris is disposed of by open burning, it shall be done
in accordance with applicable local laws and regulations of the North Carolina State
Implementation Plan (SIP) for air quality in compliance with 15 NCAC 2D.0520 and the
1990 Clean Air Act and the National Environmental Policy Act. This evaluation completes
the assessment requirements for air quality and no additional reports are required.
Ambient noise levels may increase during construction of this project; however, this
increase will be only temporary and usually confined to daylight hours. There should be
no notable change in traffic volumes after this project is complete. Therefore, this
project will have no adverse effect on existing noise levels. Noise receptors in the
project area will not be impacted by this project. This evaluation completes the
assessment requirements for highway traffic noise set forth in 23 CFR Part 772. No
additional reports are required.
An examination of North Carolina Department of Environment and Natural Resources
(DENR), Division of Water Quality (DWQ), Groundwater Section and the North Carolina
Department of Human Resources, Solid Waste Management Section records by the
NCDOT Geotechnical Engineering Unit revealed no hazardous waste sites in the project
area.
A field investigation and an examination of records of DENR's Division of Waste
Management, Underground Storage Tank Section, revealed that no regulated
underground storage tanks exist in the project study area.
Alexander County is a participant in the National Flood Insurance Program. This site on
Grassy Creek is not included in a detailed FEMA flood study. Attached is a copy of the
Flood Insurance Rate Map, on which are shown the approximate limits of the 100-year
flood plain in the vicinity of the project (Figure 7).
Page 16 T.I.P. No. 6005
Alexander County

On the basis of the above discussion, it is concluded that no significant adverse
environmental effects will result from implementation of the project.
VIII. PUBLIC INVOLVEMENT
Efforts were undertaken early in the planning process to contact local officials to involve
them in the project development with scoping letters. A Citizens Informational Workshop
was held at the Taylorsville Town Hall in the Council Chambers on July 13, 2004 from
4:00 p.m. to 7:00 p.m. At this workshop, preliminary alternatives were reviewed and
discussed with concerned citizens and local officials.
Eight (8) local citizens attended the Citizens Informational Workshop. All of the citizens
agreed with the preferred alternative (Alternative 2).
IX. AGENCY COMMENTS
Agency comments are summarized below. Letters from the commenting agencies are
included in the Appendix.
1. United States Department of the Interior Fish & Wildlife Service (USFWS)
Comment: ':. , we recommend conducting habitat assessments and surveying any
suitab/e habitat prior to any further p/arming. "
Response: No suitable habitats occur within the project study area for any federally
listed endangered or threatened species.
X. REFERENCES
[AOU] American Ornithologist's Union. 1998. AOU Checklist of North American Birds, Seventh
Edition. AOU, Washington, DC.
Amoroso, ).L. 2002. Natural Heritage Program List of Rare Plant Species of North Carolina. North
Carolina Natural Heritage Program, Raleigh, NC.
Burt, William H. and R. P. Gossenheider. 1976. A Field Guide to the Mammals. Houghton Mifflin
Company, Boston, MA.
Cowardin, L.M., V. Carter, F.C. Golet and E.T. LaRoe. 1979. Classification of Wetlands and
Deepwater Habitats of the United States. Prepared for the U.S. Fish and Wildlife Service,
United States Department of the Interior, Washington, DC.
Conant, R. 1958. A Field Guide to Reptiles and Amphibians of Eastern and Central North
America. Houghton Mifflin Publishing, Boston, MA.
Duncan, Wilbur H, and M. B. Duncan. 1999. Wildflowers of the Eastern United States. University
of Georgia Press, Athens, GA.
--------- 1988. Trees of the Southeastern United States. University of Georgia Press, Athens, GA.
Environmental Laboratory. 1987. United States Army Corps of Engineers. Wetlands Delineation
Manual, Technical Report Y-87-i. United States Army Engineer Waterways Experiment
Station, Vicksburg, MS.
T.I.P. No. 8-4005 Page 17
Alexander County

Farrand, J., ]r. 1993. Audubon Society Guide to Animal Tracks of North America. Chanticleer
Press, New York, NY.
Griffith, G.E., J.M. Omernik, J.A. Comstock, M.P. Schafale, W.H. McNab, D.R. Lenat, T.F.
MacPherson, J.B. Glover, and V.B. Shelburne, 2002. Ecoregions of North Carolina and South
Carolina. U.S. Environmental Protection Agency, Reston, VA.
Hemmerly, Thomas E. 2000. Appalachian Wildflowers. University of Georgia Press, Athens, GA.
Justice, W. S. and C.R. Bell. 1968. Wild Flowers of North Carolina. University of North Carolina
Press, Chapel Hill, NC.
Lammert, M., ]. Higgens, D. Grossman and M. Bryer. 1997. A Classification Framework for
Freshwater Communities: Proceedings of the Nature Conservancy's Aquatic Community
Classification Workshop. New Haven, M0.
LeGrand, Jr., H.E. and S.P. Hall. 2001. Natural Heritage Program List of Rare Animal Species of
North Carolina. North Carolina Natural Heritage Program, Raleigh, NC.
Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison III. 1980. Amphibians and Reptiles of
the Carolinas and Virginias. University of Chapel Hill Press, Chapel Hill, NC.
[NCCGIA] North Carolina Center for Geographic Information and Analysis. 2001. BasinPro
Million-Acre Edition. NCCGIA, Raleigh, NC.
[NCDENR] North Carolina Department of Environment and Natural Resources, Division of Water
Quality. 2003. Basinwide Information Management System, Release 5.3, Build 21, NCDENR,
Raleigh, NC. <http://h2o.enr.state.nc.us/bims/Reports/reports.html>.
---------- 2001. Internal Technical Guide for Stream Work in North Carolina. NCDENR, Raleigh,
NC.
---------- 1999. Catawba River Basinwide Water Quality Plan. NCDENR, Raleigh, NC.
[NCDOT] North Carolina Department of Transportation. 1999. Best Management Practices for
Bridge Demolition and Removal. NCDOT, Raleigh, NC.
---------- 1997. Best Management Practices for the Protection of Surface Waters. NCDOT, Raleigh,
NC.
North Carolina Geological Survey, 1991. Geologic Map of North Carolina. Printed 1991 reprinted
1996. North Carolina Geological Survey, Raleigh, NC.
[NCNHP] North Carolina Natural Heritage Program, 2001. Element Occurrence List for Alexander
County, North Carolina. North Carolina Division of Parks and Recreation, Raleigh, NC. 2 June
2003. < http://www.ncsparks.net/nhp/county.html>.
[NCWRC] North Carolina Wildlife Resource Commission, 2003. Fishing Regulations and
Information. NCWRC, Raleigh, NC.
Palmer, W.M. and A.L. Braswell. 1995. Reptiles of North Carolina. University of North Carolina
Press, Chapel Hill, NC.
Peterson, Roger Tory. 2002. A Field Guide to the Birds of Eastern and Central North America. 5~'
Edition. Houghton Mifflin. New York, NY.
Potter, E.F., J.F. Parnell and R.P. Teulings. 1980. Birds of the Carolinas. The University of North
Carolina Press. Chapel Hill, NC.
Radford, A.E., H.E. Ahles and C.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. The
University of North Carolina Press, Chapel Hitl, NC.
Rosgen, Dave. 1996. Applied River Morphology. Wildlands Hydrology, Pagosa Springs, CO.
Robbins, C.S., B. Bruun and H.S. Zim. 1966. A Guide to Field Identification of Birds of North
America. Western Publishing, Racine, WI.
Rohde, F. C., R. G. Arndt, D. G. Lindquist, and J. P. Parnell, 1994. Freshwater Fishes of the
Carolinas, Virginia, Maryland, and Delaware. The University of North Carolina Press, Chapel
Hill, NC.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina Third Approximation. North Carolina Natural Heritage Program, Raleigh, NC.
Smith, Richard M. 1998. Wildflowers of the Southern Mountains. The University of Tennessee
Press, Knoxville, TN.
Page 18 T.I.P. No. 8-4005
Alexander County

[USDA] United States Department of Agriculture, Natural Resources Conservation Service. 1995.
Soil Survey of Alexander County, NC.
---------- 1995. Hydric Soils of North Carolina. U.S. Government Printing Office, Washington, DC.
[USFWS] United States Fish and Wildlife Service, 2003. Alexander County Endangered Species,
Threatened Species and Federal Species of Concern. United States Department of Interior,
Washington, DC. 2 June 2003, < http://nc-es.fws.gov/>.
---------- 1999. Endangered and Threatened Wildlife and Plants 50 CFR 17.11 and 17.12. United
States Fish and Wildlife Service, Washington, DC.
---------- 1999. National Wetlands Inventory. United States Fish and Wildlife Service, Washington,
DC.
---------- 1992 (updated 1996). Endangered and Threatened Species of the Southeastern United
States (The Red Book). United States Fish and Wildlife Service Southeastern Region, Atlanta,
GA.
Weakley, Alan S. 2002. Flora of the Carolinas and Virginia. UNC Herbarium, North Carolina
Botanical Garden, University of North Carolina. Chapel Hill, NC.
<http://www. herbarium. unc.edu/weakley_flora/default. htm> .
Webster, W.D., J.F. Parnell, and W.C. Biggs, Jr. 1985. Mammals of the Carolinas, Virginia, and
Maryland. University of North Carolina Press, Chapel Hill, NC.
Wherry, E.T. 1995. The Fern Guide to Northeastern and Midland United States and adjacent
Canada. Dover Publications, New York City, NY.
T.I.P. No. 8-4005 Page 19
Alexander County

FIGURES
Figure 1 Vicinity Map
Figure 2-1 Photographs
Figure 2-1 Photographs
Figure 2 3 Photographs
Figure 3 Typica/Section
Figure 4A Plan mew Alternative 1
Figure 4B P/an view A/temative 2 (Preferred)
Figure 5 Off-site Detour
Figure 6 Natural Communities and Surface Waters
Figure 7 FEMA 100-year Flood Map

0.25 0 0.25 0.5 MILES

E ~'.
`~~ C3F R~"~i-
r
i
~~p ~~~ ~~ ~ ~~~r~~~~~
~ ,. ~~~~~~~~~~~pm~~~~
,~"dWIRd?NI$s^~R'TtB~. ~1~.?~€F,g sI3

~3
'~ °.~

~,...z. ~~ ..- --
~~~~: ,~,
,~ ~~~
,' ~ ~ ._~ _
~`
~ ~t
~.~,
F - t1I--y.t
~}' i~~k
~~
':~
e
-;~ .
a
.F 4 j
~ ~~
~~1#
.~... ..... ~..~..,..-,............... ~.~ ~ ... >.~ a
~~
3 ~. +~ .
,~r;=~
.,~~
:»~.
~:4
W ti
t~m Tt
y~ P
7E TF ~1 ~.
< e
A~~^
t ~~ ~
t ~ r r '"~
s;
i
~^-
~._.~..~.,...~ x .~.
.~' » 1
ti'~,.7n,.c .
~ .
~, ~ n . ~,
`xsf °
n
'y~.,ct ~.:.
~~L~~ ~'
~``~~ ~.
sg
~,t'~ ~m

..~~ :~,
~... ~4.:..;
. v~ -.
T ~J°~~~
F~
~..~.~~,~.~ _.. __.,~~ ~.~ .~ ~®.~.~ ~A ~~.~~ ~~`
~~ ~.,

g
o
`~
OQ ~ h C
x
~~~~ ~ y~

o
~~4~
o h V
y
x ~ ~
O O~
x V
~
w
o
~a,~ V W~ 4
A
A
O

ti'

c~

v

m ~1
of
o
W
io Q
OL
m
~ H
N W
o V
W ^ W`
z 1
c 0
a
~
Q
3
H
Q

tj'i c°'~ ~
a
Z
0 ~ O
H CI
o _.l
Q ~ N ~
Nl
o O

F-
V
d V
W
N ~o
(~
~ J
V ~
O
ao oI
o }
F~ oe
p
Z

t OC
Z
0
Q

~
O
~
~

O _V
~
N
V
H N
~
_V
LL II
o II
Nae
N

~ J
O
a
II
u N N ~
0
ti

0.25 0 0.25 0.5 MILES
5 i
51360 a
~ ~
~~ _
~~•
# ~
DETOUR ROUTE G~a~ ~
"
1338 ; sf ~~~"
~•
:, ,
..

,~ .•'13 3
~
;
- ~
'
1331 ~
;~

329 :.

'
~
;~
~' ~ 16
~'~~ ~ i'
- ~ i
R
(
~
d •' PROJECT LOCATION

~ i
; 1330
i
~
~ Pa 1524
; ~ ~ae-
13a1 ~'
Rti ~~ .cis ~ '~i
~
~~•
~

S
'. ~
~.
°.
~'Q
a ~ laoe ~
RO ~
o~
'
01ao~
y8h
Ra m ; a o
~
i p

0
i~
~s 1409

N
i
O

S
O~ ~s
R

rn TAYLORSVILLE
NORTH CAROLWA

°
90 DEPARTMENT OF TRANSPORTATION
`• ~ PROJECT DEVELOPMENT fy
~
G
1 ...
ENVIRONMENTAL ANALYSIS BRANCH
8
~°
~
ALEXANDER COUNTY TIP NO. B-~(NIS
1 0 1 2 MILES BRIDGE NO. 70 ON SR 1331
OVER GRASSY CREEK
OFF-SITE DETOUR
FIGURE S

h~
b .. i^^ ~ ... _
~ ~
e ' %~ co O
f ~ ~. f~
/~ ~~; tea.
N `r'ow ~ZON E A Rd
~' '~ ~ : Y State
` ~ d
ZONE A ~~ '`"
~ ~ ` Y
_ f ~' LL
to Rd. 1327 a ~`
APrROXIMATE SCALE IN FEET: O '•~ .
2000 o zooo N ,; ::.•~Jaa~1
.3
S
s
10 ~ w ,
~~ ~ '~
_~ v
~'~~-ZONE A
iQd 1329 ~ ' ~......~.•.• -~._.
a
. ~ ~~
1 X338
1
oP
`~ ( l
1 ~ N lVbIdSCA~OL~ItA
~rj DBPA1l~!!®1-lOF7'1NAIBAOlt75121QIV
. ) PILQISCl'DSVSLOPI~VT~
/ i ffiVV~OJVM®VlALAIYALZB~
~ f ~ ~a. ALEXANDER C~oU1VT~' T~1vo. B-4oog
I REPLACEMENTBRIDGENO. To OVER
GRASSYCREEKONSR a~qi
i
1 •.~ ~ ~ FEMA :oo-YF..Ax FLOOV MAP
. o
tl ~ '' Rd~.~ Figure 7
51~`e •., ~ ........ .
N
~ ° PROJECT LOCATION
\t ~ ~
0 33~
M Srafe
R d.

United States Department of the Interior
FISH AND WILDLIFE SERVICE ~''
Asheville Field Office o~`„bb
160 Zillicoa Street ~•~~ ~j ~
Asheville, North (~rolina 28801 ~y ~..
October 3, 2003 s e ~N ~' ~
r~
~' Cl
92r~de i ~ :,,
less /a~.A1iD
Gregory J. 'Thorpe, Ph.D.
Environmental Management Director, PDEA
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: Proposed Bridge Replacement Projects in Alexander, Alleghany, Avery, Burke,
Caldwell, McDowell, Watauga, and Wilkes Counties, North Carolina
We have reviewed the subject projects and are providing the following comments in accordance
with the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e), and section 7 of
the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
The information we received for these projects includes brief descriptions of the proposed
alternatives, but not the structures that will replace the existing bridges, nor does it include any
environmental information regarding the streams or whether habitat assessments or surveys for
rare species have been conducted for any of these projects. Therefore, our comments are limited
primarily to the known locations of listed species and federal species of concern. When the
categorical exclusions are prepared and more information is available regardng environmental
effects, we can offer more substantive comments.
Enclosed are species lists from the eight counties included in this package. These lists provide
the names of species on the Federal List of Endangered and Threatened Wildlife and Plants and
federal species of concern. Federal species of concern are not legally protected under the Act and
are not subject to any of its provisions, including section 7, unless they are formally proposed or
listed as endangered or threatened. We are including .these species in our response to give you
advance notification and to request your assistance in protecting them if any are found in the
vicinity of your projects. Our records indicate the-following:

McDowell County -Projects B-4190 (Log No. 42-03-449), B-4191 (Log
No. 4-2-03-451), and B-4189 (I.og No. 42-03-452); Alexander County -Project
B-4005 (I,og No. 4-2-03-453); and Caldwell Coanty -Project B-4054 (Log
No. 4-2-03-454). Our records for these counties and project areas indicate no
known locations of listed species in the pro,~`ect areas. However, we recommend
conducting habitat assessments and surveying any suitable habitat in the project
areas for these species prior to any further planning or on-the-ground activities to
ensure that no adverse impacts occur to them.
Avery County -Project B-3608 (Log No. 42-03-455) and Wilkes
County -Project B-4325 -(Log No. 4-2-03-456). Our records indicate known .
locations for the threatened (due to similarity of appearance) bog turtle (Clemmys
muhlenbergit~ near these projects. Habitat assessments and surveys of suitable
habitat should be conducted in the project areas for this species. If the bog turtle
occurs in the project areas, it should be protected from impacts.
AIIeghany County -Project B-4008 (Log No. 4-2-03-457). Our records indicate
known locations of the threatened (due to similarity of appearance) bog turtle
(Clemmys muhlenbergii) and a federal species ofconcern--gray's lily (Lillium
grayr~--neaz this project. Habitat assessments and surveys of suitable habitat
should be conducted in the project area for these species. If they occur in the
project azea, they should be protected from impacts.
Watauga County -Project B-4315 (L,og No. 4-2-03-458). Our records indicate
known locations for the green floater mussel (Lasmigona subviridis) and Diana
fritillary butterfly (Speyeria Jana) (both of which are federal species of concern)
neaz the project area. Habitat assessments and surveys of suitable habitat should
be conducted in the project area for these species. If they occur in the project
area, they should be protected from impacts.
Burke County -Project B-4042 (Log. No. 42-03-459). Our records indicate
known locations of the brook floater mussel (Alasmidonta varicosa) (a federal
species of concern) neaz the project area. Habitat assessments and surveys of
suitable habitat should be conducted in the project azea for this species and other
native freshwater mussels. If native freshwater mussels aze found to occur in the
project area, they should be protected from impacts.
We aze interested in the types of structures that will replace these existing bridges and would
recommend spanning structures, preferably bridges, in all cases. In addition, off-site detours are
preferable to temporary on-site crossings to reduce stream-bank disturbance. We look forward to
reviewing the completed categorical exclusion documents.

Tf you have questions about these comments, please contact Ms. Marella Buncick of our staff at
828/258-3939, Ext. 237. In any future correspondence concerning these projects, please
reference our log numbers assigned above to each project with our comments.
Sincerely',
-~~m~~9
Tian P. Cole
Field Supervisor
Enclosure
cc:
Mr. Steve Lund, U.S. Army Corps of Engineers, Asheville Regulatory Field Office, 151 Patton
Avenue, Room 208, Asheville, NC 28801-5006
Ms. Marla J. Chambers, Highway Projects Coordinator, North Cazolina Wildlife Resources
Commission, 12275 Swift Road, Oakboro, NC 28129
Ms. Cynthia Van Der Wiele, North Carolina. Department of Environment and Natural Resources,
Division of Water Quality, Wetlands Section, 1621 Mail Service Center, Raleigh, NC
27699-1621

ENDANGERED, THREATENED, AND CANDIDATE SPECIES-AND
FEDERAL SPECIES OF CONCERN, ALEXANDER, ALLEGHANY,
AVERY, BURKE, CALDWELL, McDOVVELL, WATAUGA,
AND WILKES COUNTIES, NORTH CAROLINA
This list was adapted from the North Carolina Natural ieritage Program's County Species List. It is a
listing, for Alexander, Allegheny, Avery, Burke, Caldwell, McDowell, Watauga, and Wilkes Counties, of
North Carolina's federally listed and proposed endangered, threatened, and candidate species. and Federal
species of concern (for a complete list of rare species in the state, please contact the North Carolina
Natural Heritage Program). The information in this list is compiled from a variety of sources, including
field surveys, museums and herbaria, literature, and personal communications. The North Carolina
Natural Heritage Program's database is dynamic, with new records being added and old records being
revised as new information is received. Please note that this list cannot be considered a definitive record
of listed species and Federal species of concern, and it should not be considered a substitute for field
surveys. :
Critical habitat: Critical habitat is noted, with a description, for the counties where it is designated or
proposed.
Aquatic species: Fishes and aquatic invertebrates are noted for counties where they are known to occur.
However, projects may have effects on downstream aquatic systems in adjacent
counties.
COMMON NAME SCIENTIFIC NAME STATUS
ALEXANDER COUNTY
Vertebrates
Bog turtle
Rafinesque's big-eared bat
Vascular Plants
Torrey's mountain-mint
Nonvascular Plants
Keever's bristle-moss
ALLEGHANY COUNTY
Vertebrates
Clemmys muhlenbergii
Corynorhinus ra~nesquii
Pycnanthemum torrei
Orthotrichum keeverae
Bog turtle Clemmys muhlenbergii
Hellbender Cryptobranchus alleganiensis
Eastern small-footed myotis Myotis (=subulatus) leibii
Kanawha minnow Phenacobius teretulus
Invertebrates
Grayson crayfish ostracod
Pygmy snaketair -
Diana fritillary butterfly
Regal fritillary butterfly
Ascetocythere cosmeta
Ophiogomphus howei
Speyeria diana
Speyeria idalia
T(S/A)'
FSC*
FSC*
FSC
T(S/A)'
FSC
FSC
FSC
FSC
FSC
FSC
FsC
January 29, 2003 Page I of 6

COMMON NAME SCIENTIFIC NAME STATUS
Vascular Plants
"Fen" sedge Carex sp. 2
Cuthbert's turtlehead Chelone cuthbertii
Tall larkspur Delphinium exaltatum
Gray's lily Lilium grayi '
Sweet pinesap Monotropsis odorata
Carolina saxifrage Sax (raga caroliniana
Nonvascular Plants
Keever's bristle-moss Orthotrichum keeverae
AVERY COUNTY
FSC
FSC
FSC*
FSC
FSC*
FSC
FSC
Critical Habitat Designation: Spruce-fir moss spider, Microhexura montivaga -
Critical habitat designated (seethe July 6, 2001, Federal Register, 66:35547-3566).
Vertebrates
Southern Appalachian saw-whet owl
Bog turtle
Virginia big-eared bat
Hellbender
Blotched chub
Carolina northern flying squirrel
Southern Appalachian red crossbill
Southern rock vole
Eastern. small-footed bat
Alleghany woodrat
Southern Appalachian black-capped
chickadee
Southern water shrew
Southern Appalachian yellow-bellied
sapsucker
Appalachian cottontail
Appalachian Bewick's wren
Aegolius acadicus
Clemmys muhlenbergii
Corynorhinus townsendii
virginiamis
Cryptobranchus alleganiensis
Erimystax insignis
Glaucomys sabrinus coloratus
Loxia curvirostra
Microtus chrotorrhinus carolinensis
Myotis leibii
Neotoma magister
Poecile atricapillus practices
FSC
T(S/A)'
Endangered
Invertebrates
Grayson crayfish ostracod
Spruce-fir moss spider
Diana fritillary butterfly
Regal fritillary butterfly
Vascular Plants
Fraser fir
Mountain bittercress
Cuthbert's turtlehead
Tall larkspur
Bent avens
Spreading avens
FSC
FSC
Endangered
FSC
FSC
FSC
FSC
FSC
Sorex palustris punctulatus FSC
Sphyrapicus varies appalaciensis FSC
,Tylvilagus obscures
Thrybmanes bewickii altos
Ascetocythere cosmeta
~crohexura montivaga
Speyeria dana
Speyeria idalia
Abies fraseri
Cardamine clematitis
Chelone cuthbertii
Delphinium exaltatum
Geum geniculatunr
Geu~rt radiatum
FSC
FSC
FSC
Endangered
FSC
FSC
FSC
FSC
FSC
FSC*
FSC
Endangered
January 29, 2003 Page 2 of 6

COMMON NAME SCIENTIFIC NAME STATUS
Roan Mountain bluet Houstonia montana Endangered
Butternut Juglans cinerea FSC
Heller's blazing star Liatris helleri Threatened
Gray's lily Lilium grayi FSC
Bog bluegrass Poa paludigena FSC
Carolina saxifrage Sax~aga caroliniana FSC
Blue Ridge goldenrod Solidago spithamaea Threatened
Nonvascular Plants
Rock gnome lichen Gymnoderma lineare Endangered
A liverwort Plagiochila sullivantii var. sullivantii FSC
A liverwort Plagiochila virginica var. caroliniana FSC
A liverwort Sphenolobopsis pearsonii FSC
BURKE COUNTY
Critical Habitat Designation: Mountain golden heather, Hudsonia montana -The
area bounded by the following: on the west by the 2200' contour; on the east by the
Linville Gorge Wilderness Boundary north from the intersection of the 2200' contour and
the Shortoff Mountain Trail to where it intersects the 3400' contour at "The Chimneys"-
then follow the 3400' contour north until it reintersects the Wilderness Boundary-then
follow the Wilderness Boundary again northward until it intersects the 3200' contour
extending west from its intersection with the Wilderness Boundary until it begins to turn
south-at this point the Boundary extends due east until it intersects the 2200' contour.
Vertebrates
Bog turtle
Rafnesque's big-eared bat
Bald eagle
Southern Appalachian woodrat
Alleghany woodrat
Invertebrates
Brook floater
Edmund's snaketail dragonfly
Pygmy snaketail dragonfly
Diana fritillary butterfly
Vascular Plants
Cuthbert's turtlehead
Spreading avens
Dwarf-flowered heartleaf
Mountain golden heather
Small whorled pogonia
$utternut -
Heller'sblazing star
Sweet pinesap
Carolina saxifrage
Clemmys muhlenbergii T(S/A)'
Corynorhinus rafinesquii FSC
Haliaeetus leucocephalus Threatened
(proposed for delisting)
Neotoma floridana haematoreia FSC
Neotoma magister FSC
Alasmidonta varicosa FSC
Ophiogomphus edmundo FSC*
Ophiogomphus howei FSC
Speyeria dana FSC
Chelone cuthbertii FSC
Geum radiatum Endangered
Hexastylis nan~ora Threatened
Hudsonia montana Threatened
Isotria medeoloides Threatened
Juglans cinerea FSC
Liatris helleri Threatened
Monotropsis odorata FSC
Sax~aga caroliniana FSC
Janua-y 29, 2003 Page 3 oj6

f '
COMMON NAME SCIENTIFIC NAME STATUS
Nonvascular Pleats
A liverwort
A liverwort
A liverwort
A liverwort
McDOWELL COUNTY
Vertebrates
Bog turtle
Olive-sided flycatcher
Cerulean warbler
Bald eagle
Southern Appalachian woodrat
Alleghany woodrat
Invertebrates
Bennett's Mill Cave water slater
Diana fritillary butterfly
Vascular Plants
Roan sedge
Cuthbert's turtlehead
Tall larkspur
Mountain golden heather
Rocky shoal spider Lily
Sma11 whorled pogonia
Butternut
Gray's lily
Sweet pinesap
Northern Oconee-bells
Cephaloziella obtusilobula FSC*
Plagiochila sullivantii var. spinigera FSC
Plagiochila sullivantii var. sullivantii FSC
Porella wataugerrsis FSC*
Clemmys muhlenbergii T(S/A)'
Contopus borealis FSC
Dendroica cerulea FSC
Haliaeetus leucocephalus Threatened
(proposed for delisting)
Neotoma,~loridana haematoreia FSC*
Neotoma magister FSC
Caecidotea carolinensis FSC
Speyeria diana FSC
Carex roanenis FSC
Chelone cuthbertii FSC
Delphinium exaltatum FSC**
Hudsonia montane Threatened
Hymenocallis coronaria FSC
Isotria medeoloides Threatened
Juglans cinerea FSC
Cilium grayi FSC
Monotropsis odorata FSC
Shortie galacifolia var. brevistyla FSC
WATAUGA COUNTY
Critical Habitat Designation: Spruce-fir moss spider, Microhexura montivaga -
Critical habitat designated (seethe July b, 2001, Federal Register, 66:35547-35566).
Vertebrates
Southern Appalachian saw-whet owl
Bog turtle
Hellbender
Cerulean warbler
Carolina northern flying squirrel
Southern Appalachian red crossbill
Allegheny woodrat _
Southern Appalachian black-capped
chickadee -
Kanawha miaow
Southern water shrew
Aegolius acadicus FSC
Clemmys muhlenbergii T(S/A)'
Cryptobranchus alleganiensis FSC
Dendroica cerulea FSC
Glaucomys sabrinus coloratus Endangered
Loxia curvirostra FSC
Neotoma magister. _ FSC*
Poecile atricapillus practices FSC
Phenacobius teretulus FSC
Sorex palustris punctulatus FSC*
January 29, 2003
Page4of6

COMMON NAME SCIENTIFIC NAME STATUS
Southern Appalachian yellow-bellied
sapsucker
Appalachian cottontail
Invertebrates
Green floater
Spruce-fir moss spider
Diana fritillary butterfly
Vascular Plants
Sphyrapicus varies appalaciensis FSC
Sylvilagus obscures FSC*
,-
Lasmigona subviridis FSC
~crohexura montivaga Endangered
Speyeria diana FSC
Fraser fir Abiesfraseri FSC
Mountain bittercress Cardamine clematitis FSC
Tall larkspur Delphinium exaltatum FSC
Glade spurge Euphorbiapurpurea FSC**
Bent avers Geum geniculatum FSC
Spreading evens Geum radiatum Endangered
Roan Mountain bluet Houstonia montana Endangered
Butternut Juglans cinerea FSC
Heller's blazing star Liatris helleri Threatened
Gray's lily Lilium grayi FSC
Bog bluegrass Poapaludigena FSC*
Nonvascular Plants
A liverwort Porella wataugensis FSC*
WILKES COUNTY
Vertebrates
Bog turtle Clemmys muhlenbergii T(S/A)'
Cerulean warbler Dendroica cerulea FSC
Invertebrates
Diana fritillary butterfly Speyeria duma FSC
Regal fritillary butterfly Speyeria idalia FSC
Vascular Plants
Butternut Juglans cinerea FSC
Torrey's mountain-mint Pycnanthemum torrei FSC*
Nonvascular Plants
Keever's bristle-moss Orthotrichum keeverae FSC
KEY:
Status Definition
Endangered A taxon "in danger of extinction throughout all or a significant portion of its range."
Threatened A taxon "likely to become endangered within the foreseeable firture throughout all or a
significant portion of its range."
January 29, 2003 Page S of 6

FSC A Federal species of concern-a species that mayor may not be listed in the firture (formerly
C2 candidate species or species under consideration for listing for which there is insufficient
information to support listing).
T(S/A) Threatened due to similarity of appearance (e.g., American alligator ~a species that is
threatened due to similarity of appearance with other rare species and is listed for its protection.
These species are not biologically endangered or threatened and are not subject to Section 7
consultation. -
Species with I, 2, 3, or 4 asterisks behind them indicate historic, obscure, or incidental records.
*Historic record -the species was last observed in the county more than SO years ago.
* *Obscure record - the date and/or location of observation is uncertain.
***Incidental/migrant record -the species was observed outside of its normal range or habitat.
****Historic record - obscure and incidental record.
'In the November 4, 1997, Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to Georgia)
was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and
interstate and international commercial trade of bog turtles from the southern population. The T(S/A) designation
has no effect on land-management activities by private landowners in North Carolina, part of the southern
population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers
the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Jamrary 29, 2003 Page 6 of 6

U.S. Ceaanment of .>gr,t:uiturt
CAF; ~ i . i c? .7!' CO~rtQl2__°JJY •• •a-~. °~~I.4ScrcYl ~~~' I Carr Qi I,ano Eva,waon «ircu+rst ~,~.~ /~/ ~, ~~~"~
. N/•+r at rrolKt ~ ~~ I FeOeral AgtnCV Invotvaq ~~
_ i,J1-I ~,~~~ p I~c,~res.~-. ° % / I' ~)o - ~3. L{GU S ~ ~/-~ 1~.1 -- ~~~c~ }
Prc.:.~osuC tuna Use ;~ County And S[an I
E~LrtiT II (T"o Ot completed bey 5CSJ _____ I oace Reques~ fetd SC5
Zo ~ ~
Oohs tha site contain prime, uniq:te, staunnride of lod important tarm!and? Yes No
(/f na, the FPPA does not apply -- do not complete addrtionr/ posit of t/tit fora!. ~^ Auto Imyattd
t~ Avaragt Firm Sst
l (} ~j
Matar Croalsl
~t ~-.46~ ~2tt~~.~~y(~~5 ~~•~`,.tlic:,ff
Atarese Ot Land Evatu:c,o Srsttrn Ustd ~
G t~ 5,~- t Land In Govt. Jurisdiction
Acres: ~ ~°X.
Nanse Of Local Sits Asstssnttnt System
v~ L ~~r~ Arraunt Of Fermtan0 At Ottintd in PPA
Acres: ~ ~e
Oatt Lend cation fittwntd ev SCS
~ --- ~ a - 20~
~r~-: T ::: (T~7 b~ i
;
.~s1alC-tei b
r~G@'rsi r
dn
j Aetsrn;rnre ets at,na
.,
,
y
g
ey Site A Sitt 8 Sits C Sits 0
A. Total Acres To Be Converted Directly .p
B. Total Acres To 8e Converted Indirectly .~
C. Total Acres I n Site G , S c~ ~
PRAT f V (Ta be completed by SCSI Land Evalwtion tntiortnation •
A. Total Acres Prime And Unique Farmland
8. Total Acres Statewide And Local Important Farmland
C_ Percanta a Of Farmland In County Or total Govt Unit 7'o tia Cansrsr:rto f
O. Pereenttgt Of FantNsnd In Govc. Jurisdiction Vlfitlt Satnt Or Nightr ANatiw Valw
PART V (To be coRtp/ereea' 6y SCSI Land Evalwtion Criterion
• Relative Value Of Farmland To BeCornertedl5c~/eof0~ro 1DOPoirml
~r~i
PRAT V 1 (To bs completed by Fedtya/ Agency! fAaximurtt
Site Aasesamtnt Criaria /77rtw urMit art esp/ainod in 7 CFA tk'SB.S(bJ Poiercs
t. Area In Nonurb:n Use ~, 1 4_~
Z. Perimeter In Nonucban Use
3. Perrxnt Of Site Being Farmed /S ~.si~r<
4. Protection Provided BY Snte And Loral Government
5. Oistanae From Urban Builtup Ara
6. Oimnt;e To Urban Support Services
T. Size Of Pea:ant Farm Unit Compared To Av
8. trreation Of Nonfartnable Farmland
S. Avaitabiii Of Farm Su n Services -
1a on-Farrtt Ittvestn,.nts
1 t. Effects Of Conversion On Farts Support Services
tZ Cotrtoatibili With Existin A 'cultural Use
TOTAL SITE ASSESSMENT POINTS 180
PART VII (To be comp/ecttd by Federal AgencYl
RNative Value Of Farmland !From Parr V) ~Q0
~~ 1, S~u~~=eJssment ( rom Parr VJ sbovr ar a Joo/ t~
TOTAL POINTS (Ton! of above 21inet/ Z80
w.e A Low Ste Awees+ntnt LlstdT
itte Selected: Oats Of Selection Yet ^ No ^
~trpon F,oYr St,~,on:
7~- ~' ~ V /®"C-' . /~ W~ !~ IJ~IJ k/ C'.4 hJ5 iQ~.-fLt~ ~~9 ~~ d ~ ~G'~L ~~ ~1,J )`'~-
~ts7c~.C~'e~lr ~'~ t~ /~~ .

~~
o ti~G~,,~
r~f t~.i u~ 1
._ ~,
• ~ R ~',~Sg~.
__® North Carolina Wildlife Resources Commission
Charles R. Fullwaod, Executive Director
TO: Gregory J. Thorpe, PhD., Director
Project Development and Environmental Analysis Branch, NCDOT
FROM: Mazla Chambers, Highway Projects Coordinator ~`~~?~
Habitat Conservation Program, NCWRC
DATE: November 5, 2003
SUBJECT: Scoping review of NCDOT's proposed bridge replacement projects B-4008, B-
3608, B-4054, B-4315, B-4325, B-4189, B-4190, B-4191, B-4042, and B-4005 in
Alexander, Alleghany, Avery, Caldwell, Burke, McDowell, Watauga, and Wilkes,
Counties.
North Carolina Department of Transportation (NCDOT) has requested comments from
the North Carolina Wildlife Resources Commission (NCWRC) regarding impacts to fish and
wildlife resources resuhing from the subject projects. Staffbiologists have reviewed the
information provided and have the following preliminary comments. These comments are
provided in accordance with the provisions of the National Environmental Policy Act (42 U.S.C.
4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C.
661-667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
We generally prefer spanning structures. Spanning structures usually do not require work
within the stream and do not require stream channel realignment. The horizontal and
vertical clearances provided by bridges allows for human and wildlife passage beneath
the structure, does not block fish passage, and does not block navigation by canoeists and
boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
Mailing Address: Division of Inland Fishrrics • 1721 I1~tai1 Sen~i~ e (_ enter • Kal~~i~;l~, t~C 27(,99-1721
Telephone: [phone](,~3 ext. 251 • r1X: i9]~~~ %~,_76d3

Bridge Scopings: Alexander, Allegheny, Avery, 2
Burke, Caldwell, McDowell, Watauga, Wilkes Co.'s
November 5, 2003
5. If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should be
planted with a spacing of not more than 10'x10'. If possible, when using temporary
structures the area should be cleared but not grubbed. Clearing the area with chain saws,
mowers, bush-hogs, or other mechanized equipment and leaving the stumps and root mat
intact, allows the area to revegetate naturally and minimizes disturbed soil
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the steam
underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army Corps of
Engineers nationwide and general `404' permits. We have the option of requesting
additional measures to protect trout and trout habitat and we can recommend that the
project require an individual `404' permit.
8. In streams that contain threatened or endangered species, Mr. Hal Bain with the NCDOT
- ONE should be notified. Special measures to protect these sensitive species may be
required. NCDOT should also contact the U.S. Fish and Wildlife Service for information
on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled "Stream
Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should be followed.
10. In azeas with significant fisheries for sunfish, seasonal exclusions may also be
recommended.
11. Sedimentation and erosion control measures sufficient to protect aquatic resources must
be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
12. Temporary or permanent herbaceous vegetation should be planted on all bare soil within
15 days of ground disturbing activities to provide long-term erosion control.
13. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used where
possible to prevent excavation in flowing water.
14. Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other pollutants
into streams.
15. Only clean, sediment-free rock should be used as temporary fill (causeways), and should
be removed without excessive disturbance of the natural stream bottom when
construction is completed.

Bridge Scopings: Alexander, Alleghany, Avery, 3
Burke, Caldwell, McDowell, Watauga, Wilkes Co.'s
November 5, 2003
16. During subsurface investigations, equipment should be inspected daily and maintained to
prevent contamination of surface waters from leaking fuels, lubricants, hydraulic fluids,
or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth). If multiple barrels are required, barrels other
than the base flow barrel(s) should be placed on or near stream bankfull or floodplain
bench elevation (similar to Lyonsfield design). These should be reconnected to
floodplain benches as appropriate. This may be accomplished by utilizing sills on the
upstream end to restrict or divert flow to the base flow barrel(s). Silted barrels should be
filled with sediment so as not to cause noxious or mosquito breeding conditions.
Sufficient water depth should be provided in the base flow barrel during low flows to
accommodate fish movement. If culverts are bnger than 40-50 linear feet, alternating or
notched baffles should be installed in a manner that mimics existing stream pattern. This
should enhance aquatic life passage: 1) by depositing sediments in the barrel, 2) by
maintaining channel depth and flow regimes, and 3) by providing resting places for fish
and other aquatic organisms. In essence, the base flow barrel(s) should provide a
continuum of water depth and channel width without substantial modifications of
velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to remain
dry during normal flows to allow for wildlife passage.
3. C~.tlverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases water
velocity causing sediment deposition that requires increased maintenance and disrupts
aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed in a
manner that precludes aquatic life passage. Bioengineering boulders or structures should
be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100-year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. Tall fescue should not be used in riparian areas. If the area that is reclaimed

Bridge Scopings: Alexander, Allegheny, Avery, 4
Burke, Caldwell, McDowell, Watauga, Wilkes Co.'s November 5, 2003
was previously wetlands, NCDOT should restore the area to wetlands. If successful, the site may
be used as wetland mitigation for the subject project or other projects in the watershed.
Project specific comments:
1. B-4005, Alexander Co., Bridge No.70 over Grassy Creek on SR 1331. Grassy Creek is Class
C waters. Santee chub (Cyprinella zanema), state Significantly Rare (SR), and brook floater
(Alasmidonta varicose), Federal Species of Concern (FSC) and state Threatened (T), may be
present downstream in the Lower Little River. No special concerns indicated at this time in
the project vicinity. Standard requirements should apply.
2. B-4008, Allegheny Co., Bridge No. 39 over Little River on SR 1193. Little River is
classif ed as C Trout and is Hatchery Supported (HS) Designated Public Mountain Trout
Waters (DPMTW). The Kanawha minnow (Phenacobius teretulus), FSC and state Special
Concern (SC); Kanawha darter (Etheostoma kanawhae), state SR; tonguetied minnow
(Exogtossum laurae), state SR; and bog turtle (Glyptemys muhlenbergir~, state T and federal
Threatened due to Similarity of Appearance, may occur in the project area or downstream. A
moratorium prohibiting in-stream work and land disturbance within the 25-foot trout buffer is
recommended from October 15 to April 15 to protect the egg and fry stages of trout.
Sediment and erosion control measures should adhere to the design standards for sensitive
watersheds. The bridge should be replaced with another spanning structure.
B-3608, Avery Co., Bridge No. 44 over North Toe River on US 19E. The North Toe River is
classified as WS-III Trout and is HS DPMTW with excellent rainbow and brown trout
habitat. The blotched chub (Erimystax insignis), FSC and state SR, occurs in the project
area. Appalachian elktoe (Alasmidonta raveneliana), federal and state Endangered (E), and
wavy-rayed lampmussel (Lampsilis fasciola), state SC, occur in the North Toe River
downstream of Spruce Pine, NC. A moratorium prohibiting in-stream work and land
disturbance within the 25-foot trout buffer is recommended from October 15 to April 15 to
protect the egg and fry stages of trout. Sediment and erosion control measures should adhere
to the design standards for sensitive watersheds. The bridge should be replaced with another
spanning structure.
4. B-4042, Burke Co., Bridge No. 274 over Canoe Creek on SR 1248. Canoe Creek is Class C
water. No special concerns indicated. Standard requirements should apply.
5. B-4054, Caldwell Co., Bridge No. 334 over the Yadkin River on SR 1517 (Whisnant Road).
The Yadkin River, although classified as C Trout, supports smallmouth bass in the project
area. A moratorium prohibiting in-stream work is recommended from May 1 to July 15 to
protect the egg & fry stages of smallmouth bass.
6. B-4189, McDowell Co., Bridge No. 49 over South Muddy Creek on NC 226. South Muddy
Creek is Class C waters and is within the Muddy Creek drainage. Sediment and erosion
control is a major concern, as a watershed restoration project is under way to reduce negative
impacts to downstream re~urces, particularly in the Catawba River. Downstream of the
project area, South Muddy Creek; Muddy_ Creek and the Catawba River have the WS-IV

' ~ Bridge Scopings: Alexander, Alleghany, Avery, S
Burke, Caldwell, McDowell, Watauga, Wilkes Co.'s November 5, 2003
classification. Catawba River resources of concern include brown and rainbow trout
tailwater fisheries and state listed mussels, the notched rainbow (Yillosa constricta}, state SC,
and the creeper (Strophitus undulatus), state T, which aze present near the mouth of Muddy
Creek. Sediment and erosion control measures should adhere to the design standards for
sensitive watersheds.
7. B-4190, McDowell Co., Bridge No. 37 over Hoppers Creek on NC 226. Hoppers Creek is
Class C waters and is within the Muddy Creek drainage. Sediment and erosion control is a
major concern, as a watershed restoration project is under way to reduce negative impacts to
downstream resources, particulazly in the Catawba River. Downstream of the project azea,
Hoppers Creek, South Muddy Creek, Muddy Creek and the Catawba River have the WS-IV
classification Catawba River resources of concern include brown and rainbow trout
tailwater fisheries and state listed mussels, the notched rainbow (Vrllosa constricts), state SC,
and the creeper (Strophitus undulatus), state T, which are present near the mouth of Muddy
Creek. Sediment and erosion control measures should adhere to the design standazds for
sensitive watersheds.
8. B-4191, McDowell Co., Bridge No. 82 over Jacktown Creek on NC 226. Jacktown Creek is
Class C waters and is within the Muddy Creek drainage. Sediment and erosion control is a
major concern, as a watershed restoration project is under way to reduce negative impacts to
downstream resources, particularly in the Catawba River. Downstream of the project area,
North Muddy Creek, Muddy Creek and the Catawba River have the WS-IV classification.
Catawba River resources of concern include brown and rainbow trout tailwater fisheries and
state listed mussels, the notched rainbow (Villosa constricts), state SC, and the creeper
(Strophitus undulatus), state T, which are present near the mouth of Muddy Creek. Sediment
and erosion control measures should adhere to the design standards for sensitive watersheds.
9. B-4315, Watauga Co., Bridge No. 62 over Bairds Creek on NC 194. Bairds Creek is Class C
waters and flows into the Watauga River, classified as B Trout HQW, not far from the
project site. Trout may occur in the project area. The green floater (Lasmigona subviridis),
FSC and state E, is present in the Watauga River downstream of the project. Sediment and
erosion control measures should adhere to the design standazds for sensitive watersheds.
10. B-4325, Wilkes Co., Bridge No. 718 over Middle Fork Reddies River on SR 1580. Middle
Fork Reddies River is classified WS-II Trout and is HS DPMTW from the project site
upstream. Both trout and smallmouth bass are present. At this time, a moratorium
prohibiting in-stream work and land disturbance within the 25-foot trout buffer is anticipated
from October 15 to April 15 to protect the egg and fi7' stages of trout. Sediment and erosion
control measures should adhere to the design standards for sensitive watersheds. The bridge
should be replaced with another spanning structure.
We request that NCDOT routinely minimize adverse impacts to fish and wildlife
resources in the vicinity of bridge replacements. The NCDOT should install and maintain
sedimentation control measures throughout the life of the project and prevent wet concrete from
contacting water in or entering into these streams. Replacement of bridges with spanning
structures of some type, as opposed to pipe or box culverts, is recommended in most cases.

Bridge Scopings: Alexander, Allegheny, Avery, 6
Burke, Caldwell, McDowell, Watauga, Wilkes Co.'s
November 5, 2003
Spanning structures allow wildlife passage along streambanks, reducing habitat fragmentation
and vehicle related mortality at highway crossings.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at [phone]. Thank you for the opportunity to review and
continent on these projects.
cc: Cynthia Van Der Wiele, NC DWQ
Marella Buncick, USFWS
Sarah McRae, NC NHP

0
W ATF9
PG
={
~~ `C
MEMORANDUM
. Thorpe, PhD, Director
Project Development and Environmental Analysis
FROM:
THROUGH:
SUBJECT:
Robert Ridings, Env. Tech., DWQ 401 Unit
Iohn R. Dorney, Supervisor, DWQ 401
Scoping Review of NCDOT's proposed bn~ replacemen~rojt
B-4315, B-4325, B-4190, B-4189, B-4191, B-4042, and B-4005.
Alan W. Klimek, P.E.. Director
Division of Water Quality
Coker H. Sullins, Deputy Dittxtor
~ewgLWater Quality
In reply to your correspondence dated August 18, 2003 (received August 28, 2003) to Cynthia Van der Wiele, in
which you requested comments for the referenced projects, the NC Division of Water Quality has the following
comments:
I. Genera) Comments Re~ardin~ Bride Replacement Proiects
1. If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are used to replace the
bridge, then DWQ recommends the use of Nationwide Permit No. 14 rather than Nationwide Permit 23.
2. Bridge demolition should be performed using Best Management Practices developed, by NCDOT.
3. DWQ prefers spanning strucwres. Spanning structures usually do not require work within the stream and do
not require stream channel realignment. "fhe horizontal and vertical clearances provided by bridges allows for
human and wildlilc passage beneath the structure, does not bl(x;k fish passage, and dogs not block navigation by
can(x;ists and boaters.
'. Bridge deck drains should not discharge directly inl(~ the stream: stormwater shrnlld he directed across the
bridge and pre-u•catcd through site-appropriate means (grassed swalcs, pre-formed scour holes, vegetated
huffers. etc.) belore entering the stream. Plcasc reler to NCUO'I' tlcst Management Practices for the
Protection of Surface Waters
5. Live concrete should not tx; allowed to contact the water in or entering into the stream. Concrotc is mostly
made up of lime (calcium carbonate) and when in a dry or wet state (not hardened) calcium carbonate is very
soluble in water and has a pH of approximately 12. In an unhardcned state concrete or cement will change the
pH of fresh water to very basic and will cause fish and other macroinvertebrrte kills.
G. If possible, bridge supports (bents) should not be placed in the stream.
r..
7. If temporary access roads or detours are constructed, they should be removed back to original ground
elevations immediately upon the completion of the project. Disturbed areas should be seeded or mulched to
_ stabilize the soil and native tree species should be planted with a spacing of not more than 10'x10'. If
possible, when using temporary structures the area should be cleared but not grubbed. Clearing the area with
chain saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and root mat intact,
allows the area to re-vegetate naturally and-minimizes disturbed soil.
_ ~
~~Q
K (' Uia•tcuut of Walcr Ouahty. 4tH wdlrnd~ Ccrtilicaletn unit.
169U Matl Scn•tcc ('enter. KrktFh, N(' 27(,aw-I6S0 (Mailing Addm+.l
2321 ('rrlxrcc HIvJ . K:11ctFh. N(' 27(~ttl-?2Gtl((jxauunt
NHaI~ 771 17K61phautc/.')J'1-7i7.(,%O:ItaaL (hltp //Ii.~.a~u Nalc u. uJnCwcllanJ~l
( utUmKr ticrtu'c p I-877-4~?•67JK
Michael F. t.asky. exrwetrtor
' Witliam G. Rass Jr.. Secretary
North Carolina Department of Environmrnt and Natural Rtxoutnxs

8. A clear bank (rip rap-free) area of at least 10 feet should remain on each side of the steam underneath the
bridge.
9. Sedimentation and erosion control measures sufficient to protect water resources must be implemented prior
to any ground disturbing activities. Structures should be maintained regularly, especially following rainfall
events.
10. Bare soil should be stabilized through vegetation or other means as quickly as feasible to prevent sedimentation
of water resources.
1 I. All work in or adjacent to stream waters should be conducted in a dry work area. Sandbags, rock berms,
cofferdams, or other diversion structures should be used where possible to prevent excavation in flowing
water.
12. Heavy equipment should be operated from the bank rather than in stream channels in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into streams. This equipment should
be inspected daily and maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
11. General Comments if Renlacinr~ the Brul~e with a Culvert
1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the culvert or pipe invert
should be buried at least 1 foot below the natural streambed (measured from the natural thalweg depth). If
multiple ban•els are required, barrels other than the base flow barrel(s) should be placed on or near stream
bankfull or floodplain bench elevation (similar to Lyonsfield design). These should be reconnected to
floodplain benches as appropriate. This may be accomplished by utilizing sills on the upstream end to restrict
. ur divert flow to the base flow barrel(s). Silted barrels should be filled with sediment so as not to cause noxious
:~r mosquito breeding conditions. Sufficient water depth should be provided in the hale flow barrel during low
flows to accommodate fish movement. If culverts are longer than 40-5() linear feet, alternating or notched
baffles should be installed in a manner that mimics existing stream pattern. This should enhance aquatic life
passage: I) by depositing sediments in the barrel. 2) by maintaining channel depth and Ilow regimes, and 3) by
providing resting places for fish and other aquatic ~~rganisms. In essence, the base flow barrel(s) should provide
:~ continuum of water depth and channel width without substantial modifications of velocity.
?. If multiple pipes or cells arc used, at least one pipe ur box should he designed to remain dry During normal
flows to allow for wildlife passage.
_~. Culverts or pipes should be situated along the existing channel alignment whenever possible to avoid channel
realignment. Widening the stream channel must tx; avoided. Stream channel widening at the inlet or outlet
.•nd of structures typically decreases water velocity causing sediment deposition that requires increased
maintenance and disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be professionally designed,
sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location with road closure. if road
closure is not feasible, a temporary detour should be designed and located to avoid wetland impacts, minimize the
need for clearing and to avoid destabiiizing stream banks. If the structure will be on a new alignment. the old
structure should be removed and the approach fills removed from the 1(x1-year floodplain. Approach fills should
be removed down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. Tall fescue should not be used in riparian areas. If the area that is reclaimed was previously
wetlands, NCDOT should restore the area to wetlands. If successful. the situ may be used as wetland mitigation
for the subject project or other projects in the watershed.

III. Protect-Specific Comments
B-4008, Bridge 39, Little River, AAeghanv County
The Little River is classified as C Trout. A moratorium prohibiting in-stream work and land disturbance within
the 25-foot trout buffer is recommended from October 15 to Apri115 to protect the egg and fry stages of trout.
DWQ would prefer this bridge to be replaced with a bridge and the use of BMPs (particularly for sediment and
erosion control) to be maximized.
8-3608. Bride 44, North Toe River. Avery County
The North Tce River is classified as WS=N Trout. A moratorium prohibiting in-stream work and land
disturbance within the 25-foot trout buffer is recommended from October 15 to April 15 to protect the egg and fry
stages of trout. DWQ would prefer this bridge to be replaced with a bridge and the use of BMPs (particularly for
sediment and erosion control) to be maximized. There are 30-foot vegetated buffer requirements in WS waters in
addition to the requirements to minimize storm water runoff and maximize use of BMPs. Refer to 15A NCAC 2B
.0216(3)(b)(i)(F) and (G).
B-4054, Bridge 334, Yadkin River, Caldwell County
This part of the Yadkin River is classified as WS-N Trout. A moratorium prohibiting in-stream work and land
disturbance within the 25-foot trout buffer is recommended from October 15 to April 15 to protect the egg and fry
stages of trout. DWQ would prefer this bridge to be replaced with a bridge and the use of BMPs (particularly for
sediment and erosion control) to be maximized. There are 30-foot vegetated buffer requirements in WS waters in
addition to the requirements to minimize storm water runoff and maximize use of BMPs. Refer to 15A NCAC 2B
.(1216(3)(b)(i)(F) and (G).
B-431,5, Brut'~e h2, Bairdc Creek, Watauga County
Bairds Creek is classified as C. DWQ does not have any special concerns. Please refer to general
recommendations listed above.
R-4325, Bridge 718, Middle Fork Reddics River, Wilkes County
The Middle Fork of Reddies River is classified as WS-II, HQW, Trout. A. this is a High Quality Water
classification. UWQ would hope that a spanning structure is planned for this crossing. In addition, we would
stress that NC'I)nT should use the highest possible 13MPs for protecting this resource. "there arc 3U-foot
~, egetated bul7cr requirements in WS waters in addition to the requirements to minimize storm water runoti~ and
nk~ximize use of BMPs. Refer to 15A NCAC 2B .U21G(3)(b)(i)(F) and (C.). A moratorium prohibiting in-strewn
" work and land disturhance within the ?S-foot trout buffer is recomnx;nded from Octoher 15 to April 15 to protect
the ebg and l~ry stages of trout. DWQ would prefer this hridgc to be replaced with a bridge and the use of BMPs
(particularly for sediment and erosion control) to be maximized.
B-4190, Bride 37, Honner Creek, McDowell County
Hopper Creek is classified as C. DWQ does not have any special concerns. Please refer to general
recommendations listed above.
8-4189, Bridge 49, South Muddy Creek, McDowell County
South Muddy Creek is classified as C. DWQ does not have any special concerns. Please t~fer to general
recommendations listed above.
B-4191, Brul~e 82. /acktown Creek, McDowell County
Jacktown Creek is classified as C. DWQ does not have any special concerns. Please refer to general
recommendations listed above.

B-4042. Bridge 274. Canoe Creek. Burke County
Canoe Creek is classified as WS-N. There are 30-foot vegetated buffer requirements in WS waters in addition to
the requirements to minimize storm water runoff and maximize use of BMFs. Refer to 15A NCAC 2B
.0216(3)(b)(ix~ and (G).
B-4005. Bridge 70 Grassy Creek. Alexander County
Grassy Creek is classified as C. DWQ does not have any special concerns. Please refer to general
recommendations listed above.
Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality
Certification requires that appropriate measures be instituted to ensure that water quality standards are met and
designated uses are not degraded or lost. If you have any questions or require additional information, please
contact Robert Ridings at [phone] or Cynthia Van Der Wie1e at [phone].
pc: John Hendrix, USACE Asheville Field Office
File Copy

s"~'•
~~
'~w.,e'`
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. F.asl~y, Governor
)effi~ey J. Cro ~p scary CITIZENS PAR?IC1PH, tD1V
Office of Archives and History CEDE{VED
.JAN 2 8 2004
January 21, 2004
Division of Historical Res*ourocs
G~`~~ Ea \
~~
MEMORANDUM ,, i
TO: Greg Thorpe, ~'h~, Director '~;`
Project Development and Environmental Analysis Branch ~~``~
NCDOT Division of Highways
`'~ ~~~~ z
o~~ ~+~~,
FROM: David Brook ,~ , ,~ h
+~"~ L~ ~
SUBJECT: Replace Bridge 70 on SR 1331 over Grassy Creek, B-4005, Alexander County,
ER03-2338
Thank you for pour memorandum of January 7, 2004, concerning the above project.
We checked our files and sent you a letter on December 8, 2004, concurring that Bridge No.
70 is not eligible for the National Register of Historic Places. 'T'herefore, we have no further
comment on the undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation
Act and the Advisory Council on Historic Preservation's Regulations for Compliance with
Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763. In all future communication concerning this project, please cite the above
referenced tracking number.
cc: Mary Pope Fury, NCDOT
ww~rhpodcrstatenc.us
~A'~
lt,ocatioa MafUag Addnen Tek a:
t~o~
ADMWISTRATION 507 N. Blount St, Rateig6. NC 1617 Mail Service Caner, Rakigh, NC 27699617 [phone].733.6653
RESTORATION S 1 S N. BIouM St, Raleigh, NC 1617 Mail Service Caner, Ralei~, NC 27699-4617 [phone].715-4801
SURVEY & PIl.ANNING 515 N. Blount St, Raleigh, NC 4617 Mail Service Cana, Raleigh, NC 27699-4617 [phone].715-4801

~~
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
Office of Archives and History
January 5, 2004
MEMORANDUM
"' a+~~o~
~~v„,d~
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
-.K
Divisioti?ofiiistdrisg( Resources
~.
~~ ~~ 'a
e
TO: Greg Thorpe, Ph.D., Director
Project Development and Environmental Analysis Branch
NCDOT Division of Highways
FROM: David Brook ~ ~
~~~
SUBJECT: Replace Bridge No. 70 on SR 1331 over Grassy Creek, B-4005,
Alexander County, ER03-2338
Thank you for your letter of December 8, 2003, concerning the above project
For purposes of compliance with Section 106 of the National Historic Preservation act, we
concur that the following property is not eligible for listing in the National Register of
Historic Places.
Bridge No. 70 on SR 1331 over Grassy Creek, is an undistinguished example of a common
bridge design (steel girder-floorbeam).
The above comments are made pursuant to Section 106 of the National Historic Preservation
Act and the Advisory Council on Historic Preservation's Regulations for Compliance with
Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-4763. In all future communication concerning this project, please cite the above
referenced tracking number.
cc:. Mary Pope Fury, NCDOT
www.hpadcr.state.ncns
Loatioo Matting Address Telep6one/Fu
ADMINISTRATION 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617 [phone].733-8653
RESTORATION S 15 N. Blow St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617 [phone] .715-4801
SURVEY do PLANNING 515 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617 [phone].715-4801

.,~--
:.,~r'`
,.,.
~.y
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook.:ldministrator
Michael F. Easley, Governor
Liabeth C. Evans, Secretary
Jeffrey J. Cmw, Deputy Secretary
Office of archives and History
October 22, 2003
MEMORANDUM
TO: Greg Thorpe, Ph.D., Director
Project Development and Environmental Analysis Branch
NCDOT Division of Highways
FROIvi: David Brook "~;~% ~:'..i~ !~4.~1t
~:
SUBJECT: Replace Bridge No. 70 on SR 1331 over Grassy Creek, B-4{?O5,
Alexander County, ER03-2338
~C
~~G
;s
o ~~l C7
QL t
fl ~~~~ ~ v~
9~LF ~~~
9~`qt ~ME(dT ~~~ ~
Division of Historical R,esource9
Thank you for your memorandum of August 18, 2003, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic
resources which would be affected by the project. Therefore, we have no comment on the
undertaking as proposed.
The above comments are trade pursuant to Section 106 of the National Historic Preservation
Act and the Advisory Council on Historic Preservation's Regulations for Compliance with
Section lOG codified at 3G CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, contact Renee Gledhill-Earley, environmental review coordinator, at
919/733-47G3. In all future communication concerning this project, please cite the above
referenced tracking number.
cc: IVlary Pope Ful:r, NCDOT
www.hao.dcrstate.nc.us
~t1o° .rt>tilittR :1ddt~as Telephotte/Fiit;
ADMINISTRATION 507 N. Dlount S6, Raleigh NC 4617 .Llail Service Canter. Raleigh NC 27699..1617 [phone] •733-8653
RE:S'l'OR,<TION S I S N. Dlount St.. Raleigh NC ~i6171dail Sarvicc Critter, Reltigh NC 27699-1617 [phone] •715-1801
SURVEY tilt PLANNING S I S N. Dkwnt St., Raleigh NC 4617 61ad Service Canter, Rnkigh NC 27699-1617 [phone] • 715.4801

Federal Aid # BRZ-1331(9) TTP # B-4005 County: Alexander
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR
THE NATIONAL REGISTER OF HISTORIC PLACES
Project Description: Replace Bridge No. 70 on 5R 133 I over Grassy Creek
On 09!30/2003, representatives of the
North Carolina Department of Transportation (NCDOT)
Federal Highway Administration (FHWA)
North Carolina State Historic Preservation Office (HPO)
^ Other
Reviewed the subject project at _
Scoping meeting
[~/ Historic architectural resources photograph review session/consultation
^ other
All parties present agreed
^ There are no properties over fifty years old within the project's area of potential effects.
^ There aze no properties less than fifty years old which are considered to meet Criteria Consideration G within the
projects area of potential effects.
There are properties over fifty years old within the project's Area of Potential Effects (APE), but based on the
historical information available and the photographs of each property, the property identified as
~ ^" ~ is considered not eligible for the National
Register and no further evaluation of it is necessary.
^ There are no National Register-listed or Study Listed properties within the project's area of potential effects.
^ All properties greater than 50 years of age located in the APE have been considered at this consultation, and based
upon the above concurrence, all compliance for historic architecture with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this prof ect.
^ There are no historic properties affected by this project. (Attach any notes or documents as needed)
Signed:
S ~~ 3~
Date.
FHWA, for the Division A~mifnistrator, or other Federal Agency
g~~~~~
Rep tative, HPO Date
R1~~n~
State Historic Preservation Officer
Date
If a survey report is prepared, a final copy of this form and the attached list will be included.
~- ~' ~.~ b.~ e-~c~~.~x~.$--erg ~ .

. ~ ~ Public
\_I~
Schools of North Carolina
NC Department of Public Instruction
School Planning, Division of School Support
6322 Mail Service Center
Raleigh, NC 27699-6322
September 11, 2003
MEMORANDUM
TO: Gregory J. Thorpe, P.E.
Department of Transportation
FROM: David Edwards, Section Chief, School Planning ~'
Phone: (919} 807-3554
Fax: [phone]
Www.schoolclearinghouse.org
SUBJECT: Alexander County, Bridge #70 on SR 1331 over Grassy Creek, Federal Aid Project No.
BRZ-1331(9), State Project No. 8.2780801, TIP Project No. B-4005
Enclosed is a response from Alexander County Schools in regard to the Bridge Replacement Inquiry.
/ed
Enclosure
Delivery Address: 7066 NC Education Building, 301 N. Wilmington Street, Raleigh, North Carolina 27601-2825
.9rr Fqual Oppotturrity/,9~rmatireAc7imr Enplo~~r

s
GdJN~Y A~ef
,~
4a N
~ ~
Z ~
d ~
X
W ^
~B ~!

September 9, 2003
Dr. J. David Edwards
Section Chief, School Planning
6322 Mail Service Center
Raleigh, NC 27699-6322
Dear Dr. Edwards,
~;:~ ~
~t? `~1
~ (~ '~
s
C ~«~~lf ~`~~`.,w,.,:
Please find enclosed the information you requested regarding information about the
bridge project over Grassy Creek in Alexander County. Dee Watts, our TIMS coordinator
has researched this, and has determined the level of impact per your request. '
If I can assist you further, do not hesitate to contact our office. Thank you for your work
in support of public schools.
Sincerely,
~~
~~
Dr. Barry Redmond
Associate Superintendent
TELEPHONE [phone]
Aie~ander C~u my Schools
P.O. BOX 128
TAYLORSVILLE, NORTH CAROLINA 28681
Children First
FAX [phone]
t

i
•
y .
Alexander County Schools
www.alexander.k 12.nc.us
700 Liledoun Road
Taylorsville, NC 28681
Phone: [phone]
Fax: [phone]
MEMORANDUM
To: Dr. Barry Redmond, Associate Superintendent
From: Dee Watts, TIMS Coordinator
Date: September 8, 2003
Re: DOT Memorandum -Bridge #70 on SR 1331(Little River Church Road)
The following information was gathered from the Edulog NT program that is currently being
used to route buses in Alexander County Schools.
This project, slated to start construction in fiscal year 2006, will impact 3 of our i 0 schools:
Alexander Central High School, East Alexander Middle School, and Sugar Loaf Elementary. It
would be impossible to determine how many students may be affected by this project at this
time. Currently, we have approximately 13 students who live directly on Little River Church
Road or are on a road that is accessible only by traveling the Little River Church Road.
ACHS 5 Students:
Rita Crouch - 10th Grade
Heather Minnick - 10th Grade
Lacy Fortner - 9th Grade
Cody Williams - 10th Grade
Hannah Friday - 9th Grade
"Children First"

ti
EAMS 5 Students:
Cody James - 8th Grade
Candra Chapman - 6th Grade
Christopher Kidd - 7th Grade
Cherrish Schroeder - 8th Grade
Samantha Bentley - 6th Grade
Sugar Loaf 3 Students:
Hunter Berry -Kindergarten
Christina Fortner - 1St Grade

At this time I foresee no problems with the routing of the buses to accommodate this project.
There are several roads we can utilize to access both ends of Little River Church Road.
Glass Road, Kirby Lackey Road, and Bebber Road are some of the main roads we can use
to accommodate the buses during construction.
Attached is a map showing the area that will be involved in this project.
Sincerely,
Dee Watts
TIMS Coordinator
"Children First"

a ~
_
_ #~
i

1
'

_
_ _ __
_ _ _
_ __
_ _ _ _
_ _
_ _ __
_ __
_ _ _ -__
_ _ ~Jr
_ _ r~
_ _ ___
_ _ -_
~~. __
_ _
_ _ -r
=
_ ~s'_
~~,_ __
_ _
_ k~ ~ "S/fro
// / X/
~ -- -- - - - -- -- -'- - -- -~rf -J- - - - - - - -`'~ k
// / k~~

_ _ _ _ _ _ _ _ _ - _ _ ~ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ 1 ~~~~~ / k
_
~
I
~
~_ - --- -- -- - - - - - - --- --- --- -- - - - - - - ~X~X
/'
~'Wb'4~
~x

~ ~
/
I
~-
~ - - - - - - - - - - - - - - - - ~ - - - - - - - -~~ - 1 ~- ~ - - - - - - _ - - - - - - y
~/
~-
~•~~-
---

1~ ~-~
~
-- - - -
~ ~ - i -~ -- -
- -
- - ~
{~
_-- -- -
- - -
~ _ __
_ - _ _= _ _ - -- - - _ ~
,

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - - _ L ~- 1 ~_ _ _ _ _ _ _ _ _ _ _ _ _ _ \ \ I Y I I
_ =' _ _ _ _ ~ ~ _ _ _ _ ~ _ _ _ _ I
~~
_ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _' ' _
"I
= _ i 1 I ~
--
I --
_ __ - -__ __ _'_~ __ ___ _ - 1J_ __ --_ y=- - _ _ ? 1-i~_ _ __'~ I III ~
I
.' ~
~_
-_ ,-- -- - _ - - ~-- ;1r_'° ="-' - __ __ -~~'- --- --- -- - - =-' F~-_ -~ I III %~ / /5
- _ - - _ ~~ _ ~ - - , r' ~ I I ~ 1133d~
- _ - - - - - - - - - - - - - - - - - - -

_ __ _ - _ _ _ _ - _ - _ _ - _ __ _ _ __ _ _ _ _ - _ _ _- - _ _
Aw _ _ _ ___ __ _ -- ?~- ~
~J~
_ _ - _ _ _ _ _ __ __ _ _ __ __ n
/
~ /
/ ~ •
' ~
~' r i , F ' I
_ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _
' i _
_ _ I X

~
_= __ _- ,7=' _ __ -_~~ ___ --_ =_ _~ ___ ~;__ -_- _-
' -~ --- _ _
;~ ~ I I ~~~~
- _ I

:\ ' ' : I
I
I a
N
O - } -
'J ~.:.:. -- -
- ~ --
' - - - -
~ -- - - - - -
` ;~~
' ~.:._~
~ --_ -- - .;
~ ~
I
\ III
~"-
---
~
-~ L - - - - - _ - - - - - - - - - - ~_
,-
~

I ~
_ _ _ _ _ _ _ _ _~ ,! _ _ _ _ _ _ _ L ~_ _ 1~
~ _ _
~ _ _ ~ _ _ _ _ \
\ ~~i
^ \\
- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ I

- - - I I
~ _ _ _ _
_ _ _
_ _ _
__ _ - _ _ _ _ _ _ _ _ _ _ _ _
" _ _ _ '~~
r ~Vri _ _
' ~,
I O
I
-- _ _ _ _ __ _ ___ ___ __ __ _'_ __ _ _ _ , 'J_ _
I I

- -- -- --- ~T- -- -- '
' - - '- --= i~ --_ '~
1
~ I I
1710
(
~
_ _ _ _ _ _ _ _ _ _ _ r - -
~i' ~ _
~ - --
_,_ --
~_ -
_ --
_ _ '4
~
I
Z~j

- - - - -- --- - - - - - -- - - - --'L =_ -_ - -- - ~ ~ x
I l I i ~ b
~
- - --- --- -- - - - - - - ~' - -- - -- -- -- - I I I
'
`
' I, , ~ I} x I i n O
~
-_ J
_ _ =
- --- -- -- ~- - - -- -- - - - - - - - - ~1g'" l I PTSta.22+75J9 ~ !!~ o
_ _
~
~ L ~
,
- -- -- --- -- --• -~ ;~-_ '~'_ _- _- --- ~„- _-=_ =_i ~~-_ .- __ __- ~z ~~ ~
~ I i a eo ~
- - - - ,~
~ - - x n ~ R1~
-- _ - - _- - - -_ _- --_- - _-
-- --
- --
_ _
-- _ _
_ _ _ ir
' _ _
'~ro ~
8
ro
X 1 q
~ ,
- - -- - --- -- -- -- - - - -- -- -- -- r C
" POTS ~
-- -_ ~~-- -- -_ -~ - - -- ~ - - ~- --- --- - -_- - - _- 1.. x y

I
~ i f I ~

~ ~ ~ .r ~ ~ i ' 1
O I O ~ O .r ~ ~

r ~ ~ ~
~
--- ~ ~ ~ - --- --- - ~~' k
- - -
_ _-
_ -_ - --
_ --
_ --_
' -
_ _ ;
_ -
,-
~ _ -
-,
? _
_ l l
,~ i i T ~
~ _ _ _ _ _ _ k
/
_
_ ~ _ - _ _ _ _ _ _~ _ _ _ X
_ _ _ _ _ _ _ _ _ _ _ _ _ _ r ~_ _ _ _ _
_ i =
_ _ _ _ _ _ = /

I / X
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ X
- _ a ' _ _ _ i ~ _ _ _ _ _ _ _
- _ _ ---

- -- -- --- -- -~ - : - - _ _- -- ~_ ____ ___ _ _ _ _ - i ~r,, ~-x
_

-_ -- -~ _- _ -_ -_ _ - - - - -- -- -- - - ~~ Vi'
_

~

I /
b~
- _- - __- _ -_ ._Ili _
X11'-, -- _- -
_- -
--_ -'_- -_- _-- _~.~_ _
- - __ _ o
~b} ~VIy_
y,. k ~v
I ~ {7 N33y~S
qp

_ _ _ ' ~ I I
_ _ - _ - _ _ _ _ _
' _ _ _ _ i
I
_ _ _ _ _ _ _ _ _ _
-'F _ _ _ _ _ _ _
_ _ __ _
_,~
_- _
, I
~
_ _ _ _- ,_ __ _ _ _ ____ __ - _
, , , ~ ,
_

-_ -_ _ _
-_ _''~ __ ~'~ -- - -- __ - - ~~-- --- -- -- - --- - --- ~ r-~~
_ _

; I I
- --- - _'~ - - -- - - '~c' - _ ; _ --- - -- - I ~
- _ - - - -- - - I I

~ , x ~
~
~ iI a
~
I
~
_ _ _ _ _,~
_ __ _ _ ___ __ __ _ _ _
',' __,~ ~!;'~
\
_ _ _
_
_ __ __ ~ ~ 1
_ __ ___ _ - ~L iii- -_ __ ~_ ___ -__ ___ _, 1 __ , -_ _-_ f I I I ~
O
__ _ _ _ ___ _- __ __ _ ~ I _ __ _ '
- _ 'r _' -
,_ __ iJ
_ __ _ I I

- _ _ _ _ _ _ _ _ _ _ _, L _, 1 _ _ _ _ _ _ _ _ ~ _ _ _ ., _ _, _ - x I I 1r

_ _ _ _ _ _ _ __ __ __ _ _ __ _~ _ _ _ _. t'_ ~[ __~ ~ ~v I ~ [~ y0 ~ C~Q~
__ _

--- -- - - - -
'~' -i ' - - --- --- -- - - ~i r ~ ~,
, p ~°
~
. _ .. ,~ ,
~ i j y ~ ~' x
'
! d ~ ' I ! ~
~ ~ i

~ ~~ ~W ~ ~
7
~ ~n o C7
3
3 (
3 ~ r
~° B.
0
~ ~~~~ ~ ~
~~ ~y y rn
~. o ~ z
3 2
~
'c. v,
c
a'
m
a
~~
,,
•
~ ~, a 1-.. --------- - ------------"
Q
• 'd
~}~ ~ t
~\ j
~~~~_

• Q ~

j/~
_`y.
~~ ~ ~ ~
~ ~ ~ ~~~
p o
~o ~o ~o
a ~~ ~x ~~ ~
w x y~~~
~i, ~ C ~Q~
~ z
„';
`t.
f~
`J ,,.
b"
`, ~.
-~~ ~~~\
~~ ~
~~ ,,•
~~. ~~
`~~ ~
• `,
•o~
o
II
Y `J
.x~--
k![y
1
.,,. i