20050649 Ver 2_Application_20060106

4rydµ STATE o
H "~
~ ~,. ~~
.~,~~,,.
STATE OF NORTH CAROLINA
®~~.
~~ loY
~qN 0
6
,~,yd `~'Tprh ~U~~
DEPAR'I~/IENT OF TRANSPORTATION ~M`"~TF ~c
MICHAEL F. EASLEY
GOVERNOR
December 29, 2005
ATTN: Mr. Dave Timpy
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
0 506'19 ~. x
Subject: Application for Nationwide Permit 23 for the Replacement of Bridge No.
19 over Stones Creek on NC 210, Onslow County. Federal Aid Project No.
BRSTP-0210(3), State Project No. 8.1262101, Division 3;
TIP Project No. B-4215.
Dear Sir:
Please find enclosed a copy of the Categorical Exclusion (CE) document as well as permit
drawings, 'h size plans (roadway plans), and Utilities drawing for the subject project. The
North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 19
on SR NC 210 over Stones Creek with a 130-foot long bridge in approximately the same
location and roadway elevation as the existing bridge. The cross-section of the new bridge
will include two 12-foot travel lanes, and one 8-foot, 10-inch shoulder and one 12-foot
shoulder. The approach roadway will consist of two 12-foot travel lanes with 8-foot
shoulders, with 4 feet of each shoulder to be paved. The new bridge will have one bent in
the water.
Proposed impacts include 0.003 acre of permanent impact (fill) to 404 wetlands, 0.043 acre
ofhand-clearing impact to 404 wetlands, 0.003 acre of permanent surface water impact from
the placement of a single bridge bent, and 1.82 square feet of permanent surface water
impact from the installation of two piers for an aerial sewer line.
IMPACTS TO WATERS OF THE UNITED STATES
U. S. Army Corps of Engineers
Regulatory Field Office
6508. Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
General Description: Stones Creek is located within sub-basin 030502 of the White Oak
River Basin with a Hydrologic Unit Code of 03030001. The Division of Water Quality
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION ~ FAX: [phone] CAPITAL BLVD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PLB SUITE 168
1598 MAIL SERVICE CENTER WEBSlTE: WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1598

i
(DWQ) has assigned Stones Creek a Stream Index Number of 19-30-3. DWQ has assigned
a best usage classification of SA HQW.
Permanent Impacts: There will be 0.003 acre of permanent impact to 404 wetlands from
the placement of riprap for slope stabilization (Permit Drawings -Sheet 7 of 15, Sheet 8 of
15, Sheet 9 of 15, and Sheet 10 of 15).
There will be 0.043 acre of wetland impact from hand-clearing wetlands (Permit Drawings -
Sheet 7 of 15, Sheet 8 of 15, Sheet 9 of 15, and Sheet 10 of 15).
There will be 0.003 acre of permanent surface water impact from the installation of a single
- - - bridge bent. There will be an additional -1.82 square feet of permanent- surface water impact - -
from the installation of two piers (2 piles per pier) for an aerial sewer line.
Temporary Impacts: An off-site detour will be used to route traffic during construction,
and there will be no work pad in jurisdictional streams or wetlands for bridge construction.
Therefore, there will be no temporary impacts for this project.
Utility Impacts: The following utilities are located at the project site: Onslow County Water
Department, North Topsail Utilities, Inc., U.S. Marines, Jones Onslow EMC, and Sprint.
Each utility is described below.
Onslow County Water Department: Two (2) existing 12-inch ductile iron water lines, one
located on top of the other and supported on wooden piers are located on the south side of
the bridge. These water lines are in conflict with the bridge construction and will be
removed. The water lines will be replaced with HDPE pipe using the directional bore
method, eliminating any impacts to environmentally sensitive/wetland areas. The ingress
and egress points of the directional drill will be located outside of the wetlands.
North Topsail Utilities, Inc.: An existing 10-inch ductile iron force main sewer line,
supported on wooden piers, is located on the north side of the bridge. This sewer line is in
conflict with the bridge construction and will be removed. The original approach for
relocating the sewer line, using directional drill, is not feasible for the utility owner. In the
sewer system, two schools and two small businesses use the sewer line for their sewage
disposal. During summer months when school is out, a very low flow of waste is present in
the system. Because of the low flow, the utility has experienced problems with solids
settling in their existing system, especially in low spots along the sewer line. A directional
bore with HDPE pipe under Stones Creek would increase the likelihood of problems with
the settling of solids in the pipe. To maintain the same level of operation of the existing
sewer system and not increase the likelihood of problems, the proposed pipe needs to remain
at the same elevation as the existing line, eliminating the low spot that the installation of the
HDPE by directional bore would introduce into the system. To achieve this, the use of piers
supporting the proposed sewer line is the only feasible means to relocate the sewer line with
no adverse impact to the environment. A pier support system with 40-foot centers will have
minimal impact to Stones Creek. Two piers (2 pilings per pier) of the support system, one
pier located at each edge of the creek, will reduce the likelihood of debris entrapment that
may result from a pier located in the center of the creek. The piers will be installed by pile
driving method, and the equipment to drive the piers will not enter the creek or any wetland
Page 2 of 7

areas. Small areas of temporary impacts to the adjacent CAMA buffer area will be incurred
from the staging of equipment for pier installations (see Utility Drawings -Sheet 1 of 1).
U.S. Marine Corp.: A utility line located outside of the existing right of way is not in conflict
with bridge construction. This line will remain in place..
Jones Onslow EMC: Existing power lines run on the north side of the bridge, outside of the
existing right of way. These power lines are of sufficient height and location to not be in
conflict with bridge construction. These lines will remain in place.
Sprint Telephone: Existing aerial telephone poles/lines, and fiber optic cable with associated
underground lines will be replaced with underground lines, installed by directional bore.
These, lines will be located within the existing right. of_way and will not impact .wetlands or
.. _ .....
streams.
Bridge Demolition: Bridge No. 19 has five main spans and totals 90 feet in length. The
deck and railings of the superstructure are composed of reinforced concrete slab. The
substructure is composed of reinforced concrete abutments and reinforced concrete caps on
timber piles. The bridge crown is approximately 20 feet from crown to streambed. During
bridge demolition, dropping any portion of the structure into waters of the United States will
be avoided unless there is no other practical method of removal. In the event that no other
practical method is feasible, the maximum potential temporary fill entering waters of the
United States is estimated to be 119 cubic yards, as a worst-case scenario. NCDOT's Best
Management Practices for Bridge Demolition and Removal will be followed to minimize the
amount of temporary fill.
Moratoria: The CE included two project commitments requested by the North Carolina
Wildlife Resource Commission (NCWRC): 1) an in-water construction moratorium due to
the potential for anadromous fish to occur in the project area, and 2) the implementation of
Stream Crossing Guidelines for Anadromous Fish Passage. It was later determined that the
project is not located within the jurisdiction of the NCWRC, but rather, within the
jurisdiction of the North Carolina Division of Marine Fisheries (NCDMF). These
commitments and the proper jurisdiction issue were discussed with Travis Wilson of the
NCWRC. Mr. Wilson subsequently rescinded the two requested project commitments. As
the proper jurisdictional agency, NCDMF was contacted. Fritz Rhode with NCDMF
informed NCDOT that based on his personal knowledge and the NCDMF's sampling of
Stones Creek, there will be no anadromous fish using the creek, nor will any shortnose
sturgeon be present. NCDMF did not request any moratoria for this project or any project
conditions.
ESSENTIAL FISH HABITAT
As stated in the CE, it was determined that an Essential Fish Habitat (EFH) assessment was
not warranted for this project. Ron Sechler with the National Marine Fisheries Service
(NMFS) was contacted prior to submittal of this application regarding EFH. Mr. Sechler
stated that due to the project's design for avoidance/minimization of impacts (e.g. replacing
bridge on same location, reducing the number of bents in the water, using an off-site detour,
etc.), NMFS does not require an EFH assessment.
Page 3 of 7

a
FEDERALLY PROTECTED SPECIES
As of January 29, 2003, the US Fish and Wildlife Service (USFWS) lists 12 federally
protected species for Onslow County, as listed in Table 1. The biological conclusions of No
Effect contained in the CE remain valid.
Table 1. Federally Protected Species for Onslow County.
Common Name
•- Scientific Name Status Habitat
-Present Biological
Conclusion
American alligator Alligator
mississippiensis T(S/A) Yes Not
A licable
Lo gerhead sea turtle Caretta caretta T No No Effect
Pi ing lover Charadrius melodus T No No Effect
Green sea turtle Chelonia mydas T No No Effect
Leatherback sea turtle Dermochel s coriacea E No No Effect
Eastern cougar Felis concolor coo oar E No No Effect
Bald eagle Haliaeetus
leucoce halos T No No Effect
Red-cockaded
wood ecker Picoides borealis E No No Effect
Seabeach amaranth Amaranthus umilus T No No Effect
Golden sedge Carex lutea E No No Effect
Rough-leaved loosestrife Lysimachia
as erulae olia E No No Effect
Cooley's meadownrue Thalictrum colleyi E No No Effect
T(S/A) =Threatened due to similaz appearance
~ Proposed for delisting
T =Threatened - a taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
E =Endangered- a taxon "in danger of extinction throughout all or a significant portion of its range."
AVOIDANCE AND MINIMIZATION
The NCDOT is committed to incorporating all reasonable and practicable design
features to avoid and minimize wetland impacts, and to provide full compensatory
mitigation of all remaining wetland impacts. Due to the location of this project and
that of the adjacent wetlands and surface waters, total avoidance of impacts during
the construction of this project is not feasible. NCDOT has taken the following
steps to avoid/minimize impacts to the resources:
NCDOT will be replacing Bridge No. 19 in its existing location, and anoff--site detour
will be utilized for re-routing traffic during construction.
Page 4 of 7

i
• The existing 90-foot long bridge will be replaced with a 130-foot long bridge,
increasing the floodplain under the bridge.
• The existing bridge has two (2) bents in the water. The proposed bridge will have a
single bent in the water.
• Minimum widths for the approaches and structure have been utilized. To allow for the
capture of water on the bridge to prevent direct discharge to Stones Creek, the bridge
needs to be wide enough to alleviate hydraulic concerns for safety regarding the spread
of water on the bridge. As such, the proposed bridge has a 12-foot wide shoulder on
the south side, and an 8-foot, 10- inch wide shoulder on the north side.
• Fill slopes in the wetlands will be 2:1, utilizing rock plating (riprap) to avoid major
erosion and slope failure due to the loose alluvial sandy soils of coastal areas.
~~ - • Two (2) preformed scour holes; located on the norfli side of the bridge on either side of
Stones Creek, will be constructed to filter stormwater runoff.
• Where feasible, utility relocation is to be conducted by directional boring under Stones
Creek to avoid impacts.
• Design Standards for Sensitive Watersheds will be followed for this project.
Mitigation: NCDOT will provide compensatory mitigation for the 0.003 acre of permanent
wetland impact through the Ecosystem Enhancement Program (EEP). The EEP acceptance
letter is enclosed with this application.
Mitigation is not required, nor proposed by NCDOT, for the following impacts: 0.043 acre
of impact from hand-clearing wetlands, 0.003 acre of permanent surface water impact from
the single bridge bent, and 1.82 square feet of permanent surface water impact from the
installation of two piers (2 piles per pier) for the aerial sewer line.
REGULATORY APPROVALS
Section 404 Permit: This project is being processed by the Federal Highway Administration
as a "Categorical Exclusion" in accordance with 23 CFR § 771.115(b). The NCDOT
requests that the above-described activities be authorized by a Nationwide Permit 23 (FR
number 10, pages 2020-2095; January 15, 2002). Since the CE summarizes the potential
temporary impacts from bridge demolition activities, the NCDOT requests that temporary
fill from bridge demolition, if any, also be authorized by the Nationwide Permit 23.
Section 401 Permit: We anticipate 401 General Certification number 3403 will apply to this
project. All general conditions of the Water Quality Certifications will be met. Therefore, in
accordance with 15A NCAC 2H, Section .0500(a) and 15A NCAC 2B.0200 we are
providing two copies of this application to the North Carolina Department of Environmental
and Natural Resources, Division of Water Quality for their information.
CAMA Permit: This project is under jurisdiction of the Coastal Area Management Act
(CAMA). In compliance with the Division of Coastal Management, NCDOT is applying for
a CAMA General Permit under separate cover. NCDOT has received the State Stormwater
Page 5 of 7

s
Permit (Permit No. SW8 050917), which will be included in the CAMA application
submittal.
Thank you for your time and assistance with this project. A copy of this permit application
will be posted on the NCDOT Website at: http://www.ncdot.orQ doh/preconstruct/pe/. If
you have any questions or need additional information please contact Bill Barrett at (919)
715-1624.
Sincerely,
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Mr. Steve Sollod, NCDCM
Mr. Bill Arrington, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. H. Allen Pope, P.E., Division Engineer
Mr. Mason Herndon, Division Environmental Officer
w/out 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. Elmo Vance, PDEA Project Planning Engineer
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Page 6 of 7

ti~~q '~~
~~ ~~
N 0`J ~ 2005
QIViS:G ~~ ~..;. a
~' ' 1, ~rc~Cf
___.r-
November 7, 2005
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
B-4215, Bridge 19 over the Stones Creek on NC 210, Onslow County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP)
will provide the compensatory riverine wetland mitigation for the subject project. Based on the
information supplied by you in a letter dated September 13, 2005, the impacts are located in CU
03030001 of the White Oak River Basin in the Southern Outer Coastal Plain (SOCP) Eco-Region,
and are as follows:
Riverine Wetland Impacts: 0.003 acre
The subject project is not listed in Exhibit 2 of the Memorandum of Agreement among the
North Carolina Department of Environment and Natural Resources, the North Carolina Department
of Transportation, and the U. S. Army Corps of Engineers, Wilmington District dated July 22,
2003. Mitigation for this project will be provided in accordance with the above referenced
agreement. EEP will commit to implementing sufficient compensatory riverine wetland mitigation
to offset the impacts associated with this project by the end of the MOA year in which this project
is permitted, in accordance with Section X of the Tri-Party MOA.
If you have any questions or need additional information, please contact Ms. Beth Harmon
at 919-715-1929.
Sincerely,
' am D. Gilmore, P.E.
EEP Director
cc: Mr. David Timpy, USACE-Wilmington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4215
RestDY ' ... ~ ... P~otectu~c9 0~ sta~~ ~~ N
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-115-0476 / www.nceep.net

~^
PROGRAAA
November 7, 2005
Mr. David Timpy
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28403-1890
Dear Mr. Timpy:
Subject: EEP Mitigation Acceptance Letter:
B-4215, Replace Bridge 19 over Stones Creek, Onslow County; White
Oak River Basin (CU 03030001); Southern Outer Coastal Plain (SOCP)
Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide compensatory riverine wetland mitigation for the unavoidable impacts
associated with the above referenced project. As indicated in the NCDOT's mitigation request
letter, the impacts associated with this project are as follows:
Riverine Wetland: 0.003 acre
EEP will commit to implementing sufficient compensatory riverine wetland mitigation to
offset the impacts associated with this project by the end of the MOA year in which this project
is permitted, in accordance with Section X of the Memorandum of Agreement between the U. S.
Army Corps of Engineers, N. C. Department of Environment and Natural Resources and N. C.
Department of Transportation (Tri-Party MOA), signed on July 22, 2003. EEP understands the
USACE will allow remaining high quality preservation assets to be utilized as a component in
the mitigation strategy at a 5:1 ratio. Therefore, EEP intends to utilize high quality riverine
wetland preservation assets in the following manner:
High Quality Riverine Wetland Preservation (5:1) in Same Eco-Region
NE Cape Fear Wells Tract, Pender County 0.015 acre
Southern Outer Coastal Plain Eco-Region
White Oak River Basin, CU 03030001
~~...~~:: L'~Jj tee. ~+v4~,:. L'~~~-fir; .YL;.. ~'~!= ~, .. JY 3. . ,.: i,-~> Y!~ .. ~... ~. .:_.~: e~~
T ~ L v ~ ~ NtDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service [enter, Raleigh, NC 27699-I b52 / 919-115-0476 / www.nceep.net

The reminder of the required 1:1 riverine wetland mitigation will be in the form of
riverine wetland restoration. Currently, EEP does not have riverine wetland restoration in this
cataloging unit; however, EEP will commit to implementing sufficient riverine wetland
restoration mitigation at a 1:1 ratio to offset the impacts associated with this project by the end of
the MOA year in which this project is permitted.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~'
i iam D. Gilmore, P.E.
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-4215

NC 210
Bridge No. 19 over Stones Creek
Onslow County
Federal-Aid Project No. BRSTP-0210(3)
State Project No. 8.1262101
T.I.P. No. B-4215
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMIlVISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
1 Z • 17•a3~ ~~
DATE regory J. T rpe, Ph.D.,
nvironmental Management Director
Project Development and Environmental Analysis Branch, NCDOT
DATE 1 `}i John F. Sullivan, III
Division Administrator
Federal Highway Administration

NC 210
Bridge No. 19 over Stones Creek
Onslow County
Federal-Aid Project No. BRSTP-0210(3)
State Project No. 8.1262101
T.I.P. No. B-4215
CATEGORICAL EXCLUSION
December 2003
Document Prepared by:
Mulkey Engineers and Consultants
Cary, North Carolina
~~~~~~~
coo ~
%5 ~~
Date . A. Bissett, Jr., PE
Branch Manager
/Z -/S -o
Date amela R. Williams
Project Manager
~~ ~'~
~asaz
~9 `~~'~I h~o~
9osof+ ~'`~®®0
~99~BS__A. BtSS~:e~~e
For the North Carolina Department of Transportation
DATE Elmo Vance 1~,
Project Manager
Consultant Engineering Unit

PROJECT COMMITMENTS
NC 210
Bridge No. 19 over Stones Creek
Onslow County
Federal-Aid Project No. BRSTP-0210(3)
State Project No. 8.1262101
T.I.P. No. B-4215
In addition to the standard Nationwide Permit No. 23 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, Design
Standards for Sensitive Watersheds, Erosion and Sediment Control Guidelines for Contract
Construction, Best Management Practices for Bridge Demolition and Removal, General Certification
Conditions, and Section 401 Conditions of Certification, the following special commitments have
been agreed to by NCDOT:
Project Development and Environmental Analysis- Office of Natural Environment
A bald eagle survey will be conducted one to two years prior to construction.
Division
An in-water construction moratorium will be in effect from February 15 to June 15 due to the
potential for anadromous fish to occur in the project area. Stream Crossing Guidelines for
Anadromous Fish Passage will be implemented, as applicable.
The construction and road closure will be coordinated with Camp Lejeune Military Base, Onslow
County Schools Transportation, and Emergency 911 Dispatchers.
Green Sheet
December 2003
Categorical Exclusion

7
NC 210
Bridge No. 19 over Stones Creek
Onslow County
Federal-Aid Project No. BRSTP-0210(3)
State Project No. 8.1262101
T.I.P. No. B-4215
INTRODUCTION: The replacement of Bridge No. 19 is included in the North Carolina
Department of Transportation (NCDOT) 2004-2010 Transportation Improvement Program (T.I.P.)
and in the Federal-Aid Bridge Replacement Program. The location of the bridge is shown in Figure
1. No substantial environmental impacts are anticipated. The project is classified as a Federal
"Categorical Exclusion."
I. PURPOSE AND NEED
The NCDOT Bridge Maintenance Unit records indicate that Bridge No. 19 has a sufficiency rating of
25.5 out of a possible 100 for a new structure and is considered structurally deficient and functionally
obsolete. The replacement of this inadequate structure will result in safer and more efficient traffic
operations by providing wider travel lanes and shoulders and improved load capacity.
II. EXISTING CONDITIONS
Bridge No. 19 is located on NC 210 over Stones Creek, just east of Dixon. NC 210 is classified as a
rural major collector by the statewide functional classification system. It provides access for the
many residents of Topsail Island and the Sneads Ferry area who work and shop in Jacksonville, and
serves a regional demand during tourist season in Onslow County, when traffic volumes may double.
Land use in Sneads Ferry and Dixon is rural with a mix primarily of residential and agricultural uses
including a small amount of commercial development. Jacksonville provides most of the urban
amenities for rural residents. Camp Lejeune Marine Corps Base property is located along the north
side of NC 210.
The 2003 estimated average daily traffic (ADT) volume is 8,550 vehicles per day (vpd). The
projected ADT is 17,900 vpd by the design year 2030. The percentages of truck traffic is 4% dual
tired vehicles (DUALS) and 3% truck-tractor semi trailer (TTST). The posted speed limit is 55
miles per hour (mph) { 90 kilometers per hour (km/h) } .
Bridge No. 19 was built in 1942 with a clear roadway width of approximately 26 feet (7.9 meters),
which provides for two 9-foot (2.7-meter) travel lanes with 4-foot (1.2-meter) shoulders. The bridge
has five main spans and totals 90 feet (27 meters) in length. The deck and railings of the
superstructure are composed of reinforced concrete slab. The substructure is composed of reinforced
concrete abutments and reinforced concrete caps on timber piles. The bridge deck is approximately
20 feet (6 meters) from crown to streambed. Bridge No. 19 is not presently posted for single vehicle
(S V) ortruck-tractor semi trailer (TTST). The drainage area of Stones Creek at the proposed crossing
is 6.61 square mil"es (17.1 square kilometers).
Page 1

The approach roadway consists of two 9-foot (2.7-meter) lanes with 6-foot (1.38-meter) grass
shoulders. The existing roadway through the project area is on a curve with a radius of
approximately 1432 feet (436 meters}.
There is an overhead power line, a buried fiber optic cable, and an aerial sewer crossing located on
the northeastern (downstream) side of the bridge. There are also two aerial pipe crossings along the
southwestern (upstream) (See Figure 4). Utility impacts are anticipated to be low.
This section of NC 210 in Onslow County is not part of astate-designated bicycle route, nor is it
listed in the T.I.P. as needing incidental bicycle accommodations.
There are approximately 42 school bus crossings on Bridge No. 19 each day.
No accidents were reported in the project area during the period from December 1, 1999 to
November 30, 2002.
III. ALTERNATIVES
A. Project Description
A design speed of 60 miles per hour (100 kilometers per hour) will be used for this project. The
recommended replacement structure is a bridge approximately 100 feet (30 meters) in length, with
two 12-foot (3.6-meter) travel lanes and two 8-foot (2.4-meter) shoulders (Figure 3). The proposed
bridge length is based on a preliminary hydraulic analysis. The length of the new structure maybe
increased or decreased as necessary to accommodate peak flows as determined by a detailed
hydrologic analysis during the final design phase. A minimum 0.3 percent grade is recommended to
facilitate bridge deck drainage. The proposed bridge will be super elevated due to the horizontal
curve. The proposed bridge will be designed to possess, at a minimum, a load class MLC-90 (90-ton
capacity) and allow passage of vehicles 12 feet (3.6 meters) in width.
The proposed approach roadway will consist of two 12-foot (3.6-meter) travel lanes with 8-foot (2.4-
meter) shoulders, including 4 feet (1.2 meters) paved shoulder (Figure 3). NC 210 is on a
continuous curve through the project area, with a radius of approximately 1432 feet (436 meters).
All practicable efforts will be made to avoid impacts to Camp Lejeune property located on the north
side NC 210.
B. Build Alternatives
One build alternative was evaluated for this project. The alternative is described below.
Alternative A (Preferred) will replace the bridge in-place utilizing an off-site detour. The detour
length is approximately 7.4 miles (11.9 kilometers), and traffic will be detoured along NC 210, US
17, and NC 172 (Figure 2).
Page 2

C. Alternatives Eliminated From Further Study
Alternative B will replace the bridge in-place with an on-site detour located northeast (downstream)
of the existing structure.
Alternative B was eliminated from further studies because of the additional impacts to the USMC
property, potential environmental impacts to the stream and wetlands. Alternative B does not provide
for a construction staging area. This alternative will require the relocation of several utilities.
Alternative B is less economical than the preferred alternative.
The "do-nothing" alternative will eventually necessitate closure of the bridge. This is not desirable
due to the traffic service and community connectivity provided by NC 210 and Bridge No. 19.
Investigation of the existing structure by the Bridge Maintenance Unit indicates that "rehabilitation"
of this bridge is not feasible due to its age and deteriorated condition.
D. Preferred Alternative
Alternative A was selected as the preferred alternative because it minimizes utility impacts, USMC
property impacts, wetlands impacts, and is more economical. Use of an off-site detour will expedite
construction.
The NCDOT Division Engineer concurs with Alternative A as the preferred alternative.
E. Anticipated Design Exceptions
A design exception is anticipated for sight distance requirements for a design speed of 60 mph (100
km/h) due to the bridge being on a horizontal curve.
IV. ESTIMATED COST
The estimated costs, based on current prices are as follows:
Alternative A
(Preferred)
Structure Removal (Existin) $ 22,680
Structure Pro osed 300,000
Roadwa A roaches 267,760
Miscellaneous and Mobilization 168,900
En ineerin Contin encies 115,660
ROW/Const. Easements/Utilities 12,000
TOTAL $887,000
Page 3

The estimated cost of the project as shown in the 2004-2010 Transportation Improvement Program is
$1,010,000, including $10,000 for right-of-way, $800,000 for construction, and $200,000 in previous
years.
V. NATURAL RESOURCES
A. Methodology
Materials and research data in support of this investigation have been derived from a number of
sources. The Sneads Ferry, NC (1988), U.S. Geological Survey (USGS) 7.5-minute topographic
map was consulted to determine physiographic relief and to assess landscape characteristics. U.S.
Fish and Wildlife Service (FWS) National Wetlands Inventory (NWI) mapping was also consulted to
determine what potential wetland types maybe encountered in the field. The Soil Survey of Onslow
County, North Carolina (USDA 1992), and aerial photography (1 inch = 100 feet) were also used in
the evaluation of the project study area.
The aerial photograph served as the basis for mapping plant communities and wetlands. Plant
community patterns were identified from available mapping sources and then field verified. Plant
community descriptions are based on a classification system utilized by the NC Natural Heritage
Program (NHP) (Schafale and Weakley 1990). When appropriate, community classifications were
modified to better reflect field observations. Vascular plant names typically follow nomenclature
found in Radford et al. (1968).
Jurisdictional areas were identified using the three parameter approach (hydrophytic vegetation,
hydric soils, wetland hydrology) following U.S. Army Corps of Engineers (COE) delineation
guidelines (DOA 1987). Jurisdictional areas were characterized according to a classification scheme
established by Cowardin et al. (1979).
Water resource information for Stones Creek was derived from the most recent versions of the White
Oak River Basinwide Water Quality Plan (DWQ 1997), Basinwide Assessment Report-White Oak
River Basin (DWQ 2000), and several NC Division of Water Quality (DWQ) Internet resources.
Quantitative sampling was not undertaken to support existing data.
The on-line FWS list (last updated February 25, 2003, checked via web on December 15, 2003) of
federal protected species with ranges extending into Onslow County was reviewed prior to
completion of this document. In addition, NHP records documenting occurrences of federal or state-
listed species were consulted before commencing the field investigation. Direct observations of
terrestrial and aquatic wildlife were documented, and expected population distributions were
determined through observations of available habitat and review of supportive documentation found
in Martof et al. (1980), Webster et al. (1985), Menhinick (1991), Hamel (1992), Rohde et al. (1994),
and Palmer and Braswell (1995).
The project study area is approximately 1700 feet (518 m) in length and ranges in width from 90 feet
(27 m) at the terminus to approximately 420 feet (128 m) at the existing bridge. The bridge is
located approximately 1.1 miles (1.8 km) east of the intersection of US 17 and NC 210.
Page 4

The project vicinity describes an area extending 0.5 mile (0.8 km) on all sides of the project study
area.
B. Physiography and Soils
The project study area is located in the lower Coastal Plain physiographic province of North
Carolina. The topography in the project study area is generally characterized as nearly level.
Elevations in the project study area range from sea level to approximately 20 feet (6.1 meters) above
mean sea level (USGS 1988). The project study area consists of existing maintained right-of-way,
urban disturbed areas, mixed hardwood forest, pine hardwood forest, and clearcut areas. The
existing land use within the project vicinity includes a mixture of residential areas and undisturbed
land.
The project study area crosses four soil-mapping units (USDA 1992). These mapping units include
Muckalee loam (Typic Fluvaquents), Marvyn loam (Typic Hapludults), Baymeade fine sand (Arenic
Hapludults), and Pactolus fine sand (Aquic Quartzipsamments). Hydric soils mapped as occurring
within the project study area include only the Muckalee series. Nonhydric soils that may contain
hydric inclusions mapped as occurring within the project study area include the Marvyn series,
Baymeade series, and Pactolus series. The Marvyn series is well drained but may contain inclusions
of the hydric Muckalee series in narrow drainageways. The Baymeade series is well drained but may
contain inclusions of the hydric Leon and Muckalee series in narrow depressions and drainageways.
The Pactolus series is moderately well drained but may contain inclusions of the hydric Leon series
in small depressions.
From a broader perspective, the project study area is located in one soil association, the Muckalee-
Dorovan association (USDA 1992). This soil association contains nearly level, poorly drained soils
that are loamy throughout and very poorly drained soils that are muck throughout.
C. Water Resources
1. Waters Impacted
The project study area is located within sub-basin 030502 of the White Oak River Basin (DWQ
2000} and is part of USGS hydrologic unit 03030001 (USGS 1974). Stones Creek is the only water
resource likely to be impacted by the proposed bridge replacement project. Stones Creek originates
south of the project study area near NC 172 and flows northeast to its confluence with the New River
at Stones Bay. Stones Creek has been assigned Stream Index Number (SIN) 19-30-3 by the DWQ
from its source to Stones Bay.
2. Water Resource Characteristics
Stones Creek is a perennial stream with moderate flow over substrate consisting of mud, sand, and
silt. Bottomland hardwood forest is adjacent to the stream channel. The channel ranges from
approximately 15 to 30 feet (5 to 9 meters) wide and depths are estimated to range from 1 to 6 feet
Page 5

(0.3 to 2 meters). The drainage area of Stones Creek at the proposed crossing is 6.61 square miles
(17.1 square kilometers). Preliminary observations indicate that this particular section of Stones
Creek may represent a "C" type channel pursuant to Rosgen (1996).
A Best Usage Classification is assigned to waters of the State of North Carolina based on the existing
or contemplated best usage of various streams or segments of streams in the basin. Stones Creek has
been assigned a best usage classification of SA HQW (DEM 1993, DWQ 2001) from its source to
Stones Bay. The SA designation indicates tidal salt waters suitable for shellfishing for market
purposes as well as primary recreation, aquatic life propagation and survival, fishing, and wildlife.
The HWQ supplemental designation indicates waters that are rated as excellent based on biological
and physical/chemical characteristics through division monitoring or special studies. The portion of
Stones Creek located within the project study area appears to be a freshwater stream. The tidal salt
water influence is likely more prevalent closer to its confluence with Stones Bay.
The entire length of Stones Creek is considered "Coastal Waters" (NCMFC 2001). "Coastal Waters"
include the Atlantic Ocean, the various coastal waters, and estuarine waters up to the dividing line
between coastal fishing waters and inland fishing waters agreed upon by the NC Marine Fisheries
Commission (NCMFC) and the NCWRC (NCMFC 2001). The portion of Stones Creek within the
project study area is not considered a primary nursery area pursuant to NC Fisheries Rules for
Coastal Waters (NCMFC 2001). A portion of Stones Creek near the confluence with Stones Bay is
considered a primary nursery area (NCMFC 2001). No shellfish beds were observed during the field
investigation.
Stones Creek is classified as HQW from its source to Stones Bay. The HQW supplemental
designation indicates waters that are rated as excellent based on biological and physical/chemical
characteristics through DWQ monitoring or special studies. No Outstanding Resource Waters
(ORW), WS I, or WS-II waters occur within 3.0 miles (4.8 km) upstream or downstream of the
project study area.
One method used by DWQ to monitor water quality is through long-term monitoring of
macroinvertebrates. Another measure of water quality being used by the DWQ is the North Carolina
Index of Biotic Integrity (NCIB>), which assesses biological integrity using the structure and health
of fish communities. Between 1994 and 1999, monitoring stations in the 5 subbasins of the White
Oak River Basin were sampled to determine overall water quality. No sampling stations are located
on Stones Creek based on the most recent Basinwide Assessment Report (DWQ 2000). The closest
benthic macroinvertebrate monitoring station is located on the New River at Sneads Ferry,
approximately 8 miles (13 km) downstream from the project study area. The New River near Sneads
Ferry has been sampled nine times since 1983. Salinity is generally high and taxa richness has
generally climbed over time. Compared with reference sites in other subbasins, the Biotic Index at
the New River site near Sneads Ferry indicates slightly depressed water quality (DWQ 1997).
3. Essential Fish Habitat Assessment
Essential Fish Habitat (EFH) is defined by the National Marine Fisheries Service (NMFS) as "those
waters and substrate necessary for fish spawning, breeding, feeding, or growth to maturity" (NMFS
Page 6

1999). For the purpose of interpreting the definition of EFH: "Waters" include aquatic areas and
their associated physical, chemical, and biological properties that are used by fish and may include
aquatic areas historically used by fish where appropriate; "substrate" includes sediment, hard bottom,
structures underlying the waters, and associated biological communities; "necessary" means the
habitat required to support a sustainable fishery and the managed species' contribution to a healthy
ecosystem; and "spawning, breeding, feeding, or growth to maturity" covers a species' full life cycle
(NMFS 1999). An EFH Assessment is an analysis of the effects of a proposed action on EFH.
Pursuant to 50 CFR 600.920 (g) mandatory contents include: a description of the proposed action, an
analysis of the effects of that action on EFH, the Federal action agency's views on those effects; and
proposed mitigation, if applicable. An adverse effect includes any impact which reduces the quality
and/or quantity of EFH. Pursuant to 50 CFR 600.810 adverse effects may include direct (e.g.,
contamination or physical disruption), indirect (e.g., loss of prey, or reduction in a species'
fecundity), site-specific or habitat-wide impacts, including individual, cumulative, or synergistic
consequences of actions.
Any substantial stream or river in a county under the jurisdiction of the Coastal Area Management
Act (CAMA) may be considered EFH unless otherwise documented by the NMFS. The current
species list prepared by the NMFS pertaining to EFH was reviewed, and all listed species are either
marine or estuarine species. The portion of Stones Creek within the project study area is classified as
"Coastal Waters" by the NCMFC but is not considered EFH.
4. Permitted Dischargers
Discharges that enter surface waters through a pipe, ditch or other well-defined point of discharge are
broadly referred to as "point sources." Wastewater point source discharges include municipal (city
and county) and industrial wastewater treatment plants and small domestic wastewater treatment
systems serving schools, commercial offices, residential subdivisions, and individual homes (DWQ
1997). Stormwater point source discharges include stormwater collection systems for municipalities
and stormwater discharges associated with certain industrial activities. Point source dischargers in
North Carolina must apply for and obtain a National Pollutant Discharge Elimination System
(NPDES) permit. Discharge permits are issued under the NPDES program, delegated to DWQ by
the Environmental Protection Agency (EPA). Within subbasin 030502 there are now three major
NPDES dischargers out of the total 32 permitted dischargers (DWQ 2000, DENR 2001). No
NPDES dischargers are located on Stones Creek. Additionally, no major NPDES dischargers are
documented as occurring in the downstream receiving waters of the project study area. Four of the
five discharging facilities at Camp Lejeune ceased discharging in 1998 (DWQ 2000). The remaining
discharger is located on the New River, upstream from the Stones Creek confluence.
Runoff from the road surface and nearby residential areas may contribute non-point source discharge
to Stones Creek.
Page 7

5. Anticipated Impacts to Water Resources
a. GeneralImpacts
Short-term impacts to water quality, such as sedimentation and turbidity, may result from
construction-related activities. Best Management Practices (BMPs) can minimize impacts during
construction, including implementation of stringent erosion and sedimentation control measures, and
avoidance of using wetlands as staging areas. Development activities which require an Erosion and
Sedimentation Control Plan in accordance with rules established by the NC Sedimentation Control
Commission or local erosion and sedimentation control program approved in accordance with 15
NCAC 4B .0218, and which drain to and are within one mile of HQW shall be required to follow
stormwater management rules as specified in 15A NCAC 2H .1000. Stormwater management
requirements are described in 15A NCAC 2H .1006.
Other impacts to water quality, such as changes in water temperature as a result of increased
exposure to sunlight due to the removal of stream-side vegetation or increased shade due to the
construction of the bridge, and changes in stormwater flows due to changes in the amount of
impervious surface adjacent to the stream channels, can be anticipated as a result of this project if
roadway or bridge surface area increases. However, due to the limited amount of overall change
anticipated in the surrounding areas, impacts are expected to be temporary in nature.
In-stream construction activities will be scheduled to avoid and minimize impacts to aquatic
resources/organisms.
b. Impacts Related to Bridge Demolition and Removal
In order to protect the water quality and aquatic life in the area affected by this project, NCDOT and
all potential contractors will follow appropriate guidelines for bridge demolition and removal. These
guidelines are presented in three NCDOT documents entitled "Pre-Construction Guidelines for
Bridge Demolition and Removal", "Policy: Bridge Demolition and Removal in Waters of the United
States", and "Best Management Practices for Bridge Demolition and Removal" (all documents dated
9/20/99). Guidelines followed for bridge demolition and removal are in addition to those
implemented for Best Management Practices for the Protection of Surface Waters.
The rails will be removed without dropping them into the waters of the U.S. There is potential for
components of the deck and substructure to be dropped into waters of the U.S.
Dropping any portion of the structure into waters of the United States will be avoided unless there is
no other practical method of removal. In the event that no other practical method isfeasible, aworst-
casescenario isassumed for calculations of fill entering waters of the United States. The maximum
potential temporary fill associated with demolition procedures is estimated to be 119 cubic yards (91
cubic meters). Due to potential sedimentation concerns resulting from demolition of the bridge,
where it is possible to do so, a turbidity curtain is recommended to contain and minimize
sedimentation in the water. The resident engineer will coordinate with appropriate agencies prior to
demolition and removal.
Page 8

Under the guidelines presented in the documents noted in the first paragraph of this section, work
done in the water for this project would fall under Case 2, which states that no work shall be
performed in the water during moratorium periods from February 15 to June 15 associated
with fish migration, spawning, and larval recruitment into nursery areas. This conclusion is
based upon the classification of the waters within the project area and vicinity, and agency comments
received from the North Carolina Wildlife Resources Commission.
D. Biotic Resources
1. Plant Communities
Distribution and composition of plant communities throughout the project study area reflect
landscape-level variations in topography, soils, hydrology, and past and present land use practices.
When appropriate, the plant community names have been adopted and modified from the NHP
classification system (Schafale and Weakley 1990) and the descriptions written to reflect local
variations within the project study area. Three natural plant communities occur within the project
study area and one community results from human activities. These. communities total
approximately 10.19 acres (4.13 ha), which does not include the open water attributed to Stones
Creek.
Pine/Hardwood Forest -Pine/hardwood forest covers approximately 1.16 acres (0.47 ha) [11.4
percent] of the project study area. This plant community is primarily located west of the existing
bridge. Tree species consist of loblolly pine (Pinus taeda), sweetgum (Liquidambar styraciflua), and
water oak (Quercus nigra). Midstory and shrub species consist of red maple (Acer rubrum),
American holly (Ilex opaca), wax myrtle (Myrica cerifera), and buckeye (Aesculus pavia).
Groundcover species consist of Japanese honeysuckle (Lonicera japonica) and jessamine
(Gelsemium sempervirens).
Mixed Hardwood Forest -Mixed hardwood forest covers approximately 2.80 acres (1.14 ha) [27.5
percent] of the project study area. This plant community is located on the higher slopes above the
floodplain of Stones Creek. Tree species include water oak, laurel oak (Quercus laurifolia), red
maple, sweetgum, sycamore (Plantanus occidentalis), and American beech (Fagus grandifolia).
Shrub species consist of wax myrtle, American holly, and buckeye. Groundcover species include
Japanese honeysuckle, bracken fern (Pteridium aquilinum), and jessamine.
Coastal Plain Bottomland Hardwood Forest -Coastal plain bottomland hardwood forest covers
approximately 2.28 acres (0.92 hectares) [22.4 percent] of the project study area. This community
type is located at lower elevations that the mixed hardwood forest, which is primarily upland habitat.
Dominant tree species include laurel oak (Quercus laurifolia), red maple, sweetgum, ironwood
(Carpinus caroliniana), swamp tupelo (Nyssa biflora), sycamore (Plantanus occidentalis), American
elm (Ulmus americana) and green ash (Fraxinus pennsylvanica). Shrub species consist of wax
myrtle, elderberry (Sambucus canadensis), tag alder (Alnus serrulata), and dwarf palmetto (Sabal
minor). Herbaceous species consist of sedges (Carex spp.), cardinal flower (Lobelia cardinalis),
netted chain-fern (Woodwardia areolata), and Jack-in-the-pulpit (Arisaema triphyllum). Coastal
Page 9

plain bottomland hardwood forests are periodically flooded, although the duration is much less than
that experienced in other wetland types such as cypress-gum swamps.
clearcut Area -The clearcut area covers approximately 0.86 acre (0.35 hectares) [8.4 percent] of
the project study area. This area appears to have originally been vegetated with hardwood species,
likely the same species as in the adjacent mixed hardwood forest community. What appears to be a
utility easement runs parallel with NC 210 in this clearcut area. No substantial amount of intact
vegetation occurs in the clearcut area.
Maintained/Disturbed Land - Maintained/disturbed land covers approximately 3.09 acres (1.25
hectares) [30.3 percent] of the project study area. Maintained/disturbediand within the project study
area include: roadways, roadsides, maintained residential yards, powerline rights-of-way, and areas
where other human related activities dominate the landscape. Roadsides and right-of-way are
typically maintained by mowing and/or herbicides. Species observed within the road right-of-ways
include Japanese honeysuckle, red maple, various grasses, loblolly pine, and blackberry (Rubus
argutus).
The plant communities within the project study area were mapped on an aerial photograph base and
field verified. A summary of the coverage of each plant community within the project study area is
presented in Table 1. This does not take into account the final alignment and actual right-of-way
width, which will result in much less impact than the acreages presented below.
Table 1. Impacts to Plant Communities.
Pine/ Mixed Coastal Clear cut Maintained/
Hardwood Hardwood Plain Area Disturbed
Forest Forest Bottomland Land
Hardwood
Forest
Alternative A 0.09ac 0.45ac 0.38ac 0.22ac 2.7ac
(Preferred) (0.03ha) (0.18ha) (O.15ha) (0.09ha) (l.lha)
2. Wildlife
The project study area was visually surveyed for signs of terrestrial wildlife. Very little terrestrial
wildlife was observed within the project study area. Mammals expected to occur in and around the
project study area include raccoon (Procyon lotor), marsh rabbit (Sylvilagus palustris), white-tailed
deer (Odocoileus virginanus), black bear (Ursus americanus), and Virginia opossum (Didelphis
virginiana).
Very few terrestrial reptiles were observed within the project study azea. Reptile species observed
include black racer (Coluber constrictor) and green anole (Anolis carolinensis). Other reptile species
expected to occur in and around the project study area include eastern box turtle (Terrapene
Carolina), rough greensnake (Opheodrys aestivus), ground skink (Scincella lateralis), and rat snake
(Elaphe obsoleta).
Page 10

No terrestrial or arboreal amphibians were observed within the project study area. Terrestrial or
aboreal amphibians expected to occur in and around the project study area include such species as
southern leopard frog (Rana utricularia), and spring peeper (Pseudacris crucifer).
Avian species observed within the project study area include great blue heron (Ardea herodias),
belted kingfisher (Ceryle alcyon), and green heron (Butorides virescens). Other species expected to
occur in and around the project study area include such species as snowy egret (Egretta thula), great
egret (Ardea alba), common yellowthroat (Geothlypis trichas), blue jay (Cyanocitta cristata),
American crow (Corvus brachyrhynchos), and various warblers (Dendroica spp.).
Most of the terrestrial wildlife occurring in the project study area are typically adapted to life in or
around fragmented landscapes, and overall impacts will be minor. Due to the lack of, or limited,
infringement on natural communities, the proposed project will not result in substantial loss or
displacement of known terrestrial animal populations. Wildlife movement comdors are not expected
to be substantially impacted by the proposed project.
3. Aquatic Communities
The aquatic habitat located within the project study area includes Stones Creek and the adjacent
littoral fringe, where regular flooding is evident. This littoral fringe is vegetated with such aquatic
species as pickerelweed (Pontederia cordata), cattail (Typha latifolia), giant tearthumb (Polygonum
sagittatum), and alligatorweed (Alternanthera philoxeroides).
Kick-netting, seining, dip-netting, and electroshocking were limited due to the unstable substrate.
Visual observation of stream banks and channel within the project study area were conducted along
Stones Creek to document the aquatic community. The unstable substrate prevented the use of the
back-mounted electro-shocker, thus limiting the results of the fisheries survey.
Fish species documented in Stones Creek during the field investigation include eastern mosquitofish
(Gambusia holbrooki) and bluegill (Lepomis macrochirus). Additional species that likely utilize this
section of Stones Creek include yellow bullhead (Ictalurus natalis), pirate perch (Aphredoderus
sayanus), redbreast sunfish (Lepomis auritus), and redfin pickerel (Esox americanus). Menhinick
(1991) documents bay anchovy (Anchoa mitchilli) and the Atlantic menhaden (Brevoortia tyrannus)
from Stones Creek and adjacent Stones Bay.
Coastal streams are often used by anadromous fish species such as striped bass (Morone saxatillis)
and shad (Alosa spp. and Dorosoma spp.). Anadromous fish may occur in Stones Creek. Menhinick
(1991) does not document any of these species from Stones Creek, but does document these species
from the adjacent New River system. Menhinick (1991) does not document either the Atlantic
sturgeon (Acipenser oxyrhynchus) or the shortnose sturgeon (A. brevirostrum) as occurring in Stones
Creek; however, he does document the Atlantic sturgeon from the New River Inlet area.
The NCWRC requested a moratorium on in-water work from February 15 to June 15 due to the
potential for anadromous fish to occur in the project area.
Page 11

Limited benthic macroinvertebrate sampling was conducted in Stones Creek. Samples were
collected pursuant to current DWQ methodology. Table 2 provides a list of benthic organisms
collected and identified Order and Family when possible.
Table 2. Benthic Macroinvertebrates Collected from Stones Creek.
Order Famil
Odonata Coena ionidae
Gom hidae
Corduliidae
Hemi tera Corixidae
Coleo tera Hali lidae
Di tera Chironomidae
Dixidae
H dracarina
Am hi oda
Deca oda
4. Anticipated Impacts to Biotic Communities
a. Terrestrial Communities
The replacement of Bridge No. 19 is expected to involve minor impacts to the terrestrial
communities located within the project study area. The replacement of the existing structure will
reduce permanent impacts to plant communities and limit community fragmentation. Impacts
resulting from bridge replacement are generally limited to narrow strips adjacent to the existing
bridge structure and roadway approach segments. Plant communities within the project study area
are presented in Table 1; however, actual impacts will be limited to the designed right-of--way and
permitted construction limits. Due to the anticipated lack of, or limited, infringement on natural
communities, the proposed bridge replacement will not result in substantial loss or displacement of
known terrestrial animal populations. Wildlife movement corridors will not be substantially
impacted by the proposed project. Wildlife known to utilize the project study area are generally
acclimated to fragmented landscapes, and the bridge replacement will not create any additional
detrimental conditions within the project study area.
b. Aquatic Communities
The replacement of Bridge No. 19 may cause temporary impacts to the aquatic communities in and
around the project study area. Potential impacts to downstream aquatic habitat will be avoided by
bridging Stones Creek to maintain regular flow and stream integrity. Support structures will be
designed to avoid wetland or open water habitats whenever possible. In addition, temporary impacts
to downstream habitat from increased sediment during construction will be reduced by limiting in-
stream work to an absolute minimum, except for the removal of the portion of the sub-structure
below the water. Waterborne sediment flowing downstream can be minimized by use of a floating
silt curtain. Stockpiled material will be kept a minimum of 50 feet (15.2 m) from the stream
channel. Silt fences will also be erected around any stockpiled material to minimize the chance of
Page 12

~ ,
erosion or run-off from affecting the stream channel. Bridge Demolition and Removal (BDR) will
follow current NCDOT Guidelines. Best Management Practices (BMPs) for the protection of
surface waters will be strictly enforced to reduce impacts during all construction phases including the
BMPs for HQWs.
Aquatic wildlife may be temporarily displaced during the bridge replacement project. No long-term
impacts are expected to result from this project. Anadromous fish species have been documented by
Menhinick (1991) as occurring in the subbasin and may occur in the project study area. The NC
Wildlife Resources Commission recommends following NCDOT's Stream Crossing Guidelines for
Anadromous Fish to ensure that the replacement of the bridge will not impede anadromous fish. A
moratorium on in-water work is requested from February 15 to June 15.
Resident aquatic species may be displaced during construction activities; however, anticipated
impacts are expected to be minor and temporary.
E. Special Topics
1. Waters of the United States
Water bodies such as rivers, lakes, and streams are subject to jurisdictional consideration under the
Section 404 program of the Clean Water Act (CWA). Additionally, wetlands are also considered
"Waters of the United States" and aze also subject to jurisdictional consideration. Wetlands have
been defined by EPA and COE as:
Those areas that are inundated or saturated by 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. Wetlands generally include swamps,
marshes, bogs, and similar areas [33 CFR 328.3(b)(1986)].
Wetlands subject to review under Section 404 of the CWA (33 U.S.C. 1344) aze defined by the
presence of three primary criteria: hydric soils, hydrophytic vegetation, and evidence of hydrology at
or near the surface for a portion (12.5 percent) of the growing season (DOA 1987).
One wetland type occurs within the project study area. The wetlands adjacent to the surface waters
of Stones Creek exhibit characteristics of palustrine, forested, broad-leaved deciduous, seasonally
flooded/saturated (PFOlE) wetlands pursuant to Cowazdin et al. (1979). This wetland classification
is consistent with a coastal plain bottomland hardwood forest. The surface waters within the channel
of Stones Creek exhibit characteristics of riverine, lower perennial, unconsolidated bottom,
permanently flooded (R2UBH) waters (Cowardin et al. 1979).
Jurisdictional wetland areas were delineated based on current COE methodology, and the areas were
subsequently mapped with Trimble TM Global Positioning System (GPS) units. A Notification of
Jurisdictional Determination from the COE dated January 2, 2002 concurred with delineated
boundaries. Table 3 contains the approximate impacts to wetlands and surface waters.
Page 13

Table 3. Jurisdictional Wetlands and Surface Waters.
Wetland Stream Impact
Alternative PFOlE R2UBH
Acres (Hectares) Feet (Meters)
Alternative A (Preferred) .004 (.002) 0
Impacts to open water areas of Stones Creek are not expected due to the use of channel-spanning
structures.
2. Permits
It is anticipated that this project will fall under Nationwide Permit 23, which is a type of general
permit. Nationwide Permit 23 is relevant to approved Categorical Exclusions. Activities under this
permit are categorically excluded from environmental documentation because they are included
within a category of activities, which neither individually nor cumulatively have a substantial effect
on the human environment. Activities authorized under nationwide permits must satisfy all terms and
conditions of the particular permit.
A Section 401 Water Quality Certification from the state is necessary for projects that require
Section 404 Permits. The state has General Certifications, which will match the permit type
authorized by the USACE. Although a single form is utilized to request both the 404 Permit and the
401 Certification, the state must issue the 401 Certification before the USACE will issue the 404
Permit. Written concurrence/notification is not always required by the state, and varies depending
upon the General Certification. If this project qualifies under Nationwide Permit 23, the DWQ must
be notified, however written concurrence from the DWQ is not required.
Onslow County is a coastal county and is therefore under the additional jurisdiction of the Coastal
Area Management Act (CAMA) as regulated by the Coastal Resources Commission (CRC) and the
NCDCM. Activities that impact certain coastal wetlands under the jurisdiction of CAMA or Areas
of Environmental Concern (AEC) typically require CAMA approval through the NCDCM (NCDCM
2001). A portion of the project study area qualifies as AEC because Stones Creek is public trust
waters. Public trust waters are the coastal waters and submerged lands that every North Carolinian
has the right to use. These areas often overlap with estuarine waters, but also include many "Inland"
fishing waters (NCDCM 2001). Stones Creek is classified as a "Coastal Water" by the NCMFC.
The replacement of Bridge No. 19 will require CAMA approval.
The United States Coast Guard (USCG) is responsible for authorizing bridges pursuant to Section 9
of the Rivers and Harbors Act of 1899 and the General Bridge Act of 1946. The purpose of these
Acts are to preserve the public right of navigation and to prevent interference with interstate and
foreign commerce. Stone Creek is subject to tidal influence and thus considered legally navigable
for Bridge Administration purposes. Stones Creek meets the criteria for advance approval
waterways outlined in Title 33, Code of Federal Regulations, Section 115.70. Advance approval
waterways are those that are navigable in law, but not actually navigated by other than small boats.
Page 14

The Commandant of the Coast Guard has given his advance approval to the construction of bridges
across such waterways; therefore, an individual permit will not be required for this project.
Impacts to open water areas of Stones Creek are not expected due to the use of channel-spanning
structures. During bridge removal procedures, NCDOT's BMP's will be utilized, including erosion
control measures.
Wetland Avoidance -Due to the extent of wetlands and surface waters within the project study area,
complete avoidance of jurisdictional impacts may not be possible.
Minimization -Minimization of jurisdictional impacts will be achieved by utilizing as much of
the existing bridge corridor as possible. The following guidelines will be used during
construction of this project: "Pre-Construction Guidelines for Bridge Demolition and Removal",
"Policy: Bridge Demolition and Removal in Waters of the United States", and "Best
Management Practices for Bridge Demolition and Removal." Guidelines followed for bridge
demolition and removal are in addition to those implemented for Best Management Practices for
the Protection of Surface Waters. If removal of the substructure will create disturbance in the
streambed, a turbidity curtain will be used due to sediment concerns. Spanning of Stones Creek
will also serve to minimize direct impacts to the stream channel.
If no practical alternative exists to remove the current bridge other than to drop it into the water,
prior to removal of debris off-site, fill related to demolition procedures will need to be considered
during the permitting process. A worst-case scenario will be assumed with the understanding that if
there is any other practical method available, the bridge will not be dropped into the water.
Permitting will be coordinated such that any permit needed for bridge construction will also address
issues related to bridge demolition.
3. Mitigation
Compensatory mitigation is not proposed for this project due to the limited nature of project
impacts. However, utilization of BMPs is recommended in an effort to minimize impacts. Fill or
alteration of more than 1501inear feet (45.8 meters) of stream may require compensatory
mitigation in accordance with 15 NCAC 2H .0506(h). A final determination regarding mitigation
rests with the COE.
F. Rare and Protected Species
1. Federally Protected Species
Species with the federal classification of Endangered (E) or Threatened (T), or officially proposed
(P) for such listing, are protected under the Endangered Species Act (ESA) of 1973, as amended (16
U.S.C. 1531 et seq.). The following federally protected species are listed for Onslow County (FWS
list last updated February 25, 2003, search performed via web on December 15, 2003):
Page 15

r •
Table 4. Federally Protected Species Listed for Onslow County, NC.
Common Name Scientific Name Status Biological
Conclusion
American alli ator Alli ator mississip iensis T(S/A)' Not a licable
Lo erhead sea turtle Caretta caretta T No effect
Pi in lover Charadrius melodus T No effect
Green sea turtle Chelonia mydas T No effect
Leatherback sea turtle Dermochelys coriacea E No effect
Eastern cou ar Felis concolor cou uar E No effect
Bald ea le Haliaeetus leucoce halus T1 No effect
Red-cockaded wood ecker Picoides borealis E No effect
Seabeach amaranth Amaranthus umilus T No effect
Golden sed e Carex lutea E No effect
Rou h-leaved loosestrife Lysimachia as erulaefolia E No effect
Coole 's meadowrue Thalictrum cooleyi E No effect
T(S/A) =Threatened due to similar appearance
~ Proposed for delisting
T =Threatened
E =Endangered
American alligator -American alligator is listed as threatened based on the similarity in appearance
to other federally listed crocodilians; however, there are no other crocodilians native to North
Carolina. American alligators can be found in a wide variety of freshwater to estuarine habitats
including swamp forests, bottomland hardwood forests, marshes, large streams, canals, ponds and
lakes (Palmer and Braswell 1995). This habitat exists within the project study area, and the potential
for alligators within the project study area does exist. No individuals or direct evidence of
occurrence was observed during the field investigation.
BIOLOGICAL CONCLUSION: Not Applicable
NHP records do document occurrences of the American alligator in Stones Creek as recently
as 1992. Construction activities may temporarily displace any American alligators in the
vicinity; however, no long-term impact to the American alligator is anticipated as a result of
this project. No biological conclusion is required for the American alligator since it is listed
as T(S/A).
Sea turtles -Three marine turtles are listed for Onslow County: leatherback sea turtle, green sea
turtle, and loggerhead sea turtle.
The loggerhead sea turtle is the most common sea turtle on the coast of the North Carolina and is
most numerous from late April to October. This species averages 31 to 47 inches (0.8 to 1.2 meters)
in length and weighs from 170 to 500 pounds (lbs) (77 to 227 kg) (Martof et al. 1980). The
loggerhead sea turtle is temperate or subtropical in nature, and is primarily oceanic, but it may also
Page 16

stray into freshwater bays, sounds, and large rivers. Nesting habitat for loggerhead sea turtles
consists of ocean beaches.
Both the green sea turtle and leatherback sea turtle typically nest on sandy beaches in tropical areas.
The green sea turtle is most commonly found in the Caribbean where they breed, although
individuals, usually immatures, are occasionally found along the North Carolina coast. Although
primarily tropical in nature, the range of the leatherback sea turtle may extend to Nova Scotia and
Newfoundland (Martof et al. 1980). The leatherback sea turtle sometimes moves into shallow bays,
estuaries, and even river mouths. The green sea turtle reaches lengths of 30 to 60 inches (0.8 to 1.5
meters) and weighs of 220 to 650 lbs. (100 to 295 kg), and has a smooth, heart-shaped shell (Martof
et al. 1980). The leatherback sea turtle is distinguished by its larger size (46 to 70-inch [1.2 to 1.8-
meter] carapace, 650 to 1,500 lbs. [295 to 680 kg]) and a ridged shell of soft, leathery skin. Green
sea turtles are omnivorous, primarily eating jellyfish and seaweeds. The leatherback sea turtle also
feeds extensively on jellyfish, although its diet often includes other sea animals and seaweed.
BIOLOGICAL CONCLUSION: No Effect
These species are not expected to occur in the project study area due to lack of nesting
habitat and minimal feeding opportunities. NHP does not document any occurrences of this
species within 1.0 mile (1.6 km) of the project study area as of December 20, 2001. This
project will not have an affect on sea turtles due to the lack of suitable nesting and foraging
habitat for these species.
Piping plover -Piping plovers are small shorebirds that occur along beaches above the high tide
line, sand flats at the ends of sand spits and barrier islands, gently sloping foredunes, blowout areas
behind primary dunes, and washover areas cut into or between dunes (FWS 1996a). Nests are
typically found on open, wide sandy stretches of beach similar to those associated with inlets and
capes.
BIOLOGICAL CONCLUSION: No Effect
There is no suitable habitat in the project study area for this species. NHP does not
document any occurrences of this species within 1.0 mile (1.6 km) of the project study area
as of December 20, 2001. The proposed project will not affect the piping plover or any
suitable habitat.
Eastern cougar -The eastern cougar is a possibly extinct eastern subspecies of the widespread
mountain lion species. This species was possibly extirpated from North Carolina by the late 1800's
although recent sporadic sightings have been reported from remote areas of the Mountains and
Coastal Plain (Lee 1987). Mountain lions are large, long-tailed cats; adult males may measure 7.0 to
9.0 feet (2.1 to 2.7 meters) total length with females averaging 30 to 40 percent smaller (Handley
1991). Adult mountain lion tracks measure approximately 3.5 inches (0.09 meters) (Lee 1987).
Recent specimens of mountain lion taken in North Carolina and elsewhere in mid-Atlantic states
have proved to be individuals of other subspecies that have escaped or been released from captivity
Page 17

(Lee 1987, Handley 1991). The eastern cougar would require large tracts of relatively undisturbed
habitat that support large populations of white-tailed deer (Webster et al. 1985).
BIOLOGICAL CONCLUSION: No Effect
No tangible evidence has been produced documenting the existence of this subspecies in
Onslow County. Due to the lack of wilderness area within the project study area, no suitable
habitat for this subspecies is believed to be present. No cat tracks of sufficient size for
eastern cougar were identified during field investigations. NHP does not document any
occurrences of this species within 1.0 mile (1.6 km) of the project study area as of December
20, 2001. The proposed project will not affect this species.
Bald eagle -The bald eagle is a large raptor with a wingspan greater than 6.0 feet (1.8 meters).
Adult bald eagles are dark brown with white head and tail. Immature eagles are brown with whitish
mottling on their tail, belly, and wing linings. Bald eagles typically feed on fish but may also take
birds and small mammals. In the Carolinas, nesting season extends from December through May
(Potter et al. 1980).
Bald eagles typically nest in tall, living trees in a conspicuous location near water and forage over
large bodies of water with adjacent trees available for perching (Hamel 1992). Preventing
disturbance activities within a primary zone extending 750 to 1500 feet (229 to 457 meters) outward
from a nest tree is considered critical for maintaining acceptable conditions for eagles (FWS 1987).
FWS recommends avoiding any disturbance activities, including construction and tree-cutting,
within this primary zone. Within a secondary zone extending from the primary zone boundary out to
a distance of 1 mile (1.6 km) from a nest tree, construction and land-clearing activities will be
restricted to the non-nesting period. FWS also recommends avoiding alteration of natural shorelines
where bald eagles forage, and avoiding substantial land-clearing activities within 1500 feet (457
meters) of roosting sites.
BIOLOGICAL CONCLUSION: No effect
No bald eagle nests were observed within the project study area. Stones Creek may provide
potential foraging habitat; however, development and human disturbances reduce the
likelihood for bald eagles to utilize the project study area. NHP does not document any
occurrences of this species within 1.0 mile (1.6 km) of the project study area as of December
20, 2001. A follow up survey will be conducted 1 to 2 years prior to project
construction.
Red-cockaded woodpecker (RCW) -This small woodpecker (7 to 8.5 inches [0.2 meters] long) has
a black head, prominent white cheek patch, and black and white barred back. Males often have red
markings (cockades) behind the eye, but the cockades maybe absent or difficult to see (Potter et al.
1980). Primary habitat consists ofmature toover-mature southern pine forests dominated by loblolly,
longleaf (Pinus palustris), slash (P. elliotii), and pond (P. serotina) pines. Nest cavities are
constructed in the heartwood of living pines, generally older than 60 years, that have been infected
Page 18

with red-heart disease. Nest cavity trees typically occur in clusters, which are referred to as colonies.
The woodpecker drills holes into the bark around the cavity entrance, which results in a shiny,
resinous buildup around the entrance. This allows for easy detection of active nest trees due to the
high visibility of the resin deposit at the cavity entrance. Pine flatwoods or pine savannas that are
fire maintained serve as ideal nesting and foraging sites for this species. Development of a thick
understory within a given area usually deters nesting and foraging. Potential nest sites for RCW's
include pine and pine hardwood stands greater than 60 years of age. Hardwoodlpine stands (<50%
pine) greater than 60 years of age may also be considered potential nesting habitat if adjacent to
potential foraging habitat (Henry 1989).
Foraging habitat is typically comprised of open pine/mixed hardwood stands over 30 years of age
(Henry 1989). Pines must comprise at least 60 percent of the canopy in order to provide suitable
foraging for RCW's. Somewhat younger pine stands may be utilized if the trees have an average
diameter at breast height (DBH) greater than or equal to 9 inches (0.2 meters). Foraging stands must
be connected to other foraging areas or nesting areas in order to be deemed a viable foraging site.
Open spaces or unsuitable habitat wider than approximately 330 feet (100 meters) are considered a
barrier to RCW foraging.
BIOLOGICAL CONCLUSION: No Effect
No RCW nesting or foraging habitat was observed within the project study area. The pines
located in the pine hardwood forest community do not appear to be old enough for nesting
and foraging would likely be inhibited due to thick groundcover and lack of a connection to
other foraging or nesting areas.
NHP records document the known occurrence of RCW's within 1.5 miles (2.4 km) of the
project study area. Several colonies were identified by NHP along NC 172 south of the
project study area; and they were last observed in 1980. NHP does not document any
occurrences of this species within 1.0 mile (1.6 km) of the project study area as of December
20, 2001. Project construction will not affect the RCW or any suitable habitat.
Seabeach amaranth -This species is an annual herb that grows on barrier island beaches. It is a
succulent annual that is sprawling or trailing and may reach 2 feet (0.6 meter) or more in length.
Inconspicuous flowers and fruits are produced in the leaf axils, typically beginning in July and
continuing until frost. Primary habitat for Seabeach amaranth consists of bare sand, especially on
overwash flats at accreting ends of islands, and lower foredunes and upper strands of non-eroding
beaches. The only remaining large populations are in coastal North Carolina (FWS 1996b).
BIOLOGICAL CONCLUSION: No Effect
No suitable habitat for Seabeach amaranth (barrier beaches) occurs within the project study
area. NHP does not document any occurrences of this species within 1.0 mile (1.6 km) of the
project study area as of December 20, 2001. No impacts to Seabeach amaranth will result
from this project.
Page 19

e
Golden sedge -Golden sedge is a member of the sedge family and is endemic to North Carolina.
The fertile culm (stem) can reach over 3 feet (1 meter) in height. This perennial sedge has yellowish
green leaves that are grass-like with those of the culm mostly basal and up to 10 inches (0.3 meters)
long. The leaves of the vegetative shoots reach a length of 25 inches (0.6 meters). Fertile culms
produce two to four flowering spikes in early and mid April. Fruits mature bymid-May, with most
or all fruit fallen by late June. Golden sedge occurs on sites where subterranean coquina limestone
influences an otherwise acidic sandy-peaty soil, typically Griffon fine sandy loam. Soils are typically
wet to saturated during spring maturation. Golden sedge typically occupies the partially wooded
ecotone between longleaf pine savanna and nonriverine swamp forest. This sedge appears to be
dependent on occasional-to-frequent fire associated with the adjacent savanna to suppress the shrub
understory. Golden sedge is known from only Pender and Onslow counties in North Carolina and all
populations are in one 4-mile (6.4 km) wide area (LeBlond 1996).
BIOLOGICAL CONCLUSION: No effect
No suitable habitat for golden sedge was observed within the project study area. NHP does
not document any occurrences of this species within 1.0 mile (1.6 km) of the project study
area as of December 20, 2001. No impacts to golden sedge will result from this project.
Rough-leaved loosestrife -The rough-leaved loosestrife is a rhizomatous perennial that flowers
from late May to June with seeds forming by August and capsules dehiscing in October. This
species can grow up to 2 feet (0.6 meter) tall has yellow flowers that typically bloom in late May
through June. Rough-leaved loosestrife typically occurs along the ecotone between long-leaf pine
savannas and wetter, shrubby areas where lack of canopy vegetation allows abundant sunlight into
the herb layer (i.e., pocosins). This species is endemic to the Coastal Plain and Sandhills region of
North Carolina. This species is fire maintained, and suppression of naturally occurring fires has
contributed to the loss of habitat in North Carolina.
BIOLOGICAL CONCLUSION: No effect
NHP records show that rough-leaved loosestrife has been documented approximately 1.8
miles (2.9 km) west of the project study area in an area known as Great Sandy Run. NHP
records indicate that this population was last observed in 1992. No suitable habitat that
would support rough-leaved loosestrife occurs in the project study area. NHP does not
document any occurrences of this species within 1.0 mile (1.6 km) of the project study area
as of December 20, 2001. No impacts to rough-leaved loosestrife will result from this
project.
Cooley's meadowrue - Cooley's meadowrue is a rare perennial herb endemic to the Southeastern
Coastal Plain. The species grows in circumneutral soil in moist wet savannas and savanna-like areas
kept open by fire or other disturbance. In North Carolina, Cooley's meadowrue has been
documented as growing in the following soil series: Foreston, Grifton, Muckalee, Torhunta, and
Woodington. All of these series have sandy loam textures. Tulip poplar and cypress (Taxodium sp.)
growing together, bordering asavanna-like area, has been the best indicator of Cooley's meadowrue
sites (FWS 1994b).
Page 20

BIOLOGICAL CONCLUSION: No Effect
Suitable habitat for Cooley's meadowrue is not located within the project study area.
Although Muckalee loam occurs within the project study area, the vegetative community
types are not consistent with those associated with the known populations of Cooley's
meadowrue. NHP does not document any occurrences of this species within 1.0 mile (1.6
km) of the project study area as of December 20, 2001.
Page 21

2. Federal Species of Concern
The FWS list includes a category of species designated as "Federal Species of Concern" (FSC). The
FSC designation provides no federal protection under the ESA for the species listed. The presence
of potential suitable habitat (Amoroso 1999, LeGrand et al. 2001)_ within the project study area has
been evaluated for the following FSC species listed for Onslow County (Table 5). Information for
this table was obtained from the FWS website (last updated February 25, 2003), and the North
Carolina Natural Heritage Program website (last updated January 2003, checked on December 15,
2003).
Table 5. Federal Species of Concern (FSC) Listed for Onslow County, NC.
Common Name Scientific Name State
Status Potential
Habitat
Bachman's s arrow Aimo hila aestivalis SC No
Henslow's s arrow Ammodramus henslowii SR No
Southern ho ose snake Heterodon simus SC Yes
Black Rail Laterallus 'amaicensis SR No
Mimic lass lizazd O hisaurus mimicus SC Yes
Eastern ainted buntin Passerina ciris ciris SR No
Cazolina o her fro Rana ca ito ca ito T No
Croatan cra fish Procambarus lumimanus NL Yes
Carolinas leenwort As lenium heteroresiliens E No
Cha man's sed e Carex cha manii NL No
Hirst's anic ass Panicum hirstii (= Dicanthelium s . 1) E No
Venus fl tra Dionaea musci ula SR-L, SC No
Ponds ice Litsea aestivalis SR-T No
Bo kin's lobelia Lobelia boykinii SR-T No
Loose watermilfoil M rio hllum laxum T No
Carolina ass-of- arnassus Parnassia caroliniana E No
Awned meadowbeaut Rhexia aristosa T No
Thorne's beaksed e Rh nchos ora thornei E No
Cazolina oldenrod Solida o ulchra E No
S rin -flowerin oldenrod Solida o verna SR-L Yes
Carolina as hodel To eldia ladra NL No
A uillwort Isoetes microvela SR-L Yes
Coastal beaksed e Rh nchos ora leiantha SR-T No
Coastal oldenrod Solida o villosicar a SR-L No
An undescribed ski er* At tono sis s . 1 ~ SR No
Savanna onion* Alluim s . 1 SR-L No
Man -flowered ass- ink Calo 0 on multi orus E No
Pineland lantain* Planta o s arsi ora E No
Swam forest beaksed e* Rhynchos ora decurrens SR-P Yes
E-Endangered, T-Threatened, SC-Special Concern, SR-Significantly Rare, L-Limited, NL-Not listed by NHP, P-Peripheral, -T-
Throughout, * These FSCs were listed by NHP as occumng in Onslow County, but the FWS list did not include them for that county.
Page 22

3. Summary of Anticipated Impacts
Three FSCs have been documented by the NHP as occurring within 3.0 miles (4.8 km) of the project
study area. These three species include Venus flytrap, Carolina goldenrod, and awned
meadowbeauty. All of the known occurrences are on Camp L,ejeune property. The closest
occurrence of Venus flytrap is approximately 1.5 miles (2.4 km) southeast of the project study area
and was last observed in 1990. The closest known occurrence of Carolina goldenrod is
approximately 1.3 miles (2.1 km) from the project study area and was last observed in 1992. The
closest known occurrence of awned meadowbeauty is approximately 1.3 miles (2.1 km) away and
was last observed in 1991. No FSCs were observed within the project study area during the field
investigation
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, and implemented by the Advisory Council on Historic Preservation's Regulations
for Compliance Section 106, codified at 36 CFR Part 800. Section 106 requires Federal agencies to
take into account the effect of their undertakings (federally funded, licensed, or permitted) on
properties included in or eligible for inclusion in the National Register of Historic Places, and to
afford the Advisory Council on Historic Preservation a reasonable opportunity to comment on such
undertakings.
B. Historic Architecture
A field survey of the Area of Potential Effects (APE) was conducted on May 2, 2002. All structures
over 50 years of age within the APE were photographed, and later reviewed by the North Carolina
State Historic Preservation Office (HPO). In a concurrence form dated October 1, 2002 the State
Historic Preservation Officer (SHPO) concurred that there are no historic architectural resources
either listed on or eligible for listing in the National Register of Historic Places within the APE. A
copy of the concurrence form is included in the Appendix.
C. Archaeology
The SHPO, in a memorandum dated December 20, 2002 stated, "There are no known archaeological
sites within the proposed project area...it is unlikely that any archaeological resources that may be
eligible for conclusion in the National Register of Historic Places will be affected by the project.
We, therefore, recommend that no archaeological investigation be conducted in connection with this
project." A copy of the SHPO memorandum is included in the Appendix.
Page 23

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 substantial
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 relocations of residents or businesses are expected with implementation of the proposed
alternative.
In compliance with Executive Order 12898 (Federal Actions to Address Environmental Justice in
Minority Populations and Low Income Populations) a review was conducted to determine whether
minority or low-income populations were receiving disproportionately high and adverse human
health or environmental impacts as a result of this project. The investigation determined the project
would not disproportionately impact any minority orlow-income populations.
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.
The Farmland Protection Policy Act requires all federal agencies or their representatives toconsider
the potential impacts to prime and important farmland soils by all land acquisition and construction
projects. Prime and important farmland soils are defined by the Natural Resources Conservation
Service (NRCS). Since the proposed bridge will be replaced at the existing location the Farmland
Protection Policy does not apply.
The project is located in Onslow County, which has been determined to be in compliance with the
National Ambient Air Quality Standards. 40 CFR Parts 51 and 93 are not applicable, because the
proposed project is located in an attainment area. This project is not anticipated to create any
adverse effects on the air quality of this attainment area.
This project is an air quality "neutral" project, so it is not required to be included the regional
emission analysis (if applicable) and a project level CO analysis is not required.
Page 24

The traffic volumes will not increase or decrease because of this project. There are no receptors
located in the immediate project area. The project's impact on noise and air quality will not be
substantial.
Noise levels could increase during construction but will be temporary. If vegetation is disposed of
by burning, all burning shall be done in accordance with applicable local laws and regulations of the
North Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. -This evaluation
completes the assessment requirements for highway traffic noise (23 CFR Part 772) and for air
quality (1990 CAAA and NEPA) and no additional reports are required.
An examination of records at the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Groundwater Section and the North Carolina Division of Solid Waste
Management indicates no hazardous waste sites in the project area. A field reconnaissance survey
was conducted in the vicinity of the project. Based on the field survey, this project is not anticipated
to impact USTs.
Onslow County is currently participating in the National Flood Insurance Regular Program. This
project site on Stones Creek is within an approximate flood hazard zone. This project is not
anticipated to have any adverse impacts on the existing flood plain. Attached is a copy of the Flood
Insurance Rate Map, Figure 5, on which are shown the approximate limits of the 100-year flood
plain in the vicinity of the project. There are no practical alternatives to crossing the floodplain area.
Any shift in alignment will result in a crossing of about the same magnitude. This project is not
expected to increase the level or extent of the upstream flood hazard.
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. Scoping letters were also sent to various agencies
including the United States Marine Corps.
A workshop notice was mailed out in May 2003 to local officials and citizens notifying them of the
preferred alternative and public workshop. An informal public workshop was held on June 19, 2003
at Dixon High School and the preferred alternative was displayed. Three citizens attended the
workshop.
Page 25

f f
IX. AGENCY COMMENTS
County of Onslow-Department of Emergency Services
Comments: This project will affect four fire departments, one rescue quad, and two EMS stations
that cover approximately 100 square miles of Onslow County. In some cases...units
may have to divert nearly fourteen miles around the construction site.
Response: The proposed detour route is approximately 7.4 miles in length; use of an offsite
detour will expedite construction and minimize environmental impacts.
Comment: Questions to consider include, "Will the highway be completely impassible at any
given time?" "What are the expected traffic delays?" "When access has been
discontinued for more than a reasonable amount of time, will NCDOT notify
Emergency 911 Dispatchers?"
Response: NCDOT will notify Emergency 911 Dispatchers of the road closure and it will be
completely impassable.
Comment: The project could involve disruption of emergency access to three schools -two at
Highway 17 from the Sneads Ferry side, and another one closer to Highway 172,
which could be affected from the Highway 17 direction.
Response: NCDOT will notify Onslow County Schools Transportation about the road closure.
Comment: Disruption of the water system is a concern during bridge construction. Water mains
travel either side of Highway 210. Water pressure is important in providing fire
protection at schools, local businesses, and residential properties.
Response: Disruption of the utility lines is not anticipated. All reasonable measures to avoid
impacts to the utility lines will be implemented as applicable.
Comment: We are already experiencing some delays due to bridges under construction at two
locations: Piney Green Road and the bridge leading from Swansboro into Carteret
County on Highway 24 East. Arrangements have been made to contact the person in
charge at the Swansboro Bridge (Gary Butters 252-241-1945) to pass along
information concerning emergency vehicles.
Response: NCDOT will make a reasonable effort to notify the public prior to closing the
roadway. The Swansboro Bridge on US 24 has been completed.
Comment: The school located near the Highway 172 end of the bridge, at Four Corners in
Sneads Ferry, serves as a citizen shelter during hurricane season, and construction
could cause some problems during that time regarding relocating a hurricane shelter.
Response: So noted.
Page 26

CAMP LEJEUNEr`
w
~
AR E RP~S B ± E
~, B ~,c~ge 9;
••JJ
I V1 Y
~~ ~
+ 0
n
1 / I
Y

(~ixon 210
~}"' ~
-
Y
~
1; ~ ,a
, ~

x 172
- - -
-~-=-•
. ;.
I
1 ~~ ~
~ \
I -
~
i ~ .
~

w , s
~~\~` 1. ~ Y
~. ~ ,~ Y `anal ``~
i ~ ,~" \ 1 ~ ~°her i
ding
i
\
I r
'~ ~~ ~
z~° ~
i ~
/
_~.
-
~
~
~i ~ ,~
0 ~ ,~
r o.
~J ~
~; ;
I
' ~
~
~

U ~\ -
_.~
~
Folks ¢n (~' ~ ' ~ -
~~ ~ ~ ~ ~
y
1

_ - - _ ,` PROPOSED DETOUR ROUTE 7.4 MILES
3 ~
r >~?~
I RMiy RYlttlnY
cmwne ~'~'-FOREST
faanro uhe d' s Rcu ~.
~ +lacksan it Slinuuai
'
- ma,~rf, ~
i4 ~
7 '
Nawt I7
-
Ron _ I~ i Swm >6 7
tl+ ~~
N
~
~ o~~ _ ~urvlwl)mxe.
- ~ . ``.
'
w~
, _
n Y
Yro Rl.n lilt
Nkal
a` ~
.
~
•
~
'u
~
NeRhT
itBU
'
.I.go.~Rx'y-.
ICrS~ilfUno

North Carolina Department of Transportation
Project Development & Environmental Analysis
ONSLOW COUNTY
BRIDGE N0.19 ON NC 210
OVER STONES CREEK
8-4215
FIGURE 1

W
.J N
[n
~Qd
i ~0
l >v-+i

`~ -.
~
r
~ !.
O ~ ~ ~
._.
sln~ boy
~ ~ 1NIOd 3°JNIH

.p ~ ~

.
$ -.
~

~ col
$ tlE-
~ N ~ aN
$ ~ E°
N N
~ ~ O
O
~ ~ O
N ° -~ °
r
w ~
~ ~ ~
ao N
`.
Z
O
V
w
N
_ ~W
N
_ ~~

1 aV
z a
O v
a ~
W
0
a
OG
(7
r
ch p
~
Z
~
O -~
°
~
3
M O~
Q J
7 0

~~
~~ ~
~~ z
~ W
S

f'7
M

~ ~
~ N
._.
. -~ ~
0
~ coo E- c
r ~
~ E O
~ ~ o
~~
~ ~
°0 N
`.
Z
O
F=
N~
W
~~
- ~ ~
~ ~
1 m~
~_~
a ~
W
H
a
0
L~
Q Q W

Q N
0

0
~ N ~
~ ~ ^ ..

II II II O~

Q
Q r`
U~
Q ~ I
C

N ~
O
N O
f`7
O Np~
N
~
~ ~ o g
rJV
~ ^ OC ~ M JJ
} ~ Z O
,^
V O
N ~ U~
F-
V1 Z y ~
Q ~
'
v O ~ D ~ L=L~
5
J

FIGURE 4
T.I.P. No. B-4215, Federal-Aid Project No. BRSTP-0210(3), State Project No. 8.1262101 Onslow County,
NC 210, Bridge No. 19 over Stone Creek

r
tl
55
ll
r~
z
!"1
y
~~
~~
,~
if
4
~-
i ..~ ]A
Z '-~
~ ~ ~
~ ~ ~ ~
~~
~ i

y ~ 5~ ~ C
'~~
~kY
h~
~'~
~.
~.
~ ~
-- Z
.0
.i
00
•3
ml
sli
y~y~
J'!
~~s

~e1 ~:~
u
~ ,,
~~
n
~~ g
~ ~r ~
1
_~T ---
r ,_. "~ .6
141 ry~
1 ~•
,5 55
~. ~~
_ z;
t' 4~
I l
~ I~
it
o:
tl
n
r~
~'r
s..-r-_ _
~~
~r ~.
. ti ~ ~ e
~~ ~ ,::
L~ ~~y ~_
.~ - r~ t=
~~ a,
_~ ~~
tr~r~ -~ ~ ~~~
'~i ~~
~~ ~ i
~~ .
~i
~~ _ ~~
~ ~.
~'~ dl
P;
W `-
X
~ ~~tia
.~.~
1 ~1~
- ~.
~.
~ •i~
~ [!
v
a
~ ~ 7
+
~a1 i
q ~~fyyy
~
6Y~.•~~
`
j
^
~L•~
~~~;
i
'
r~
~~
~ o
9~
~~ ~~
~5~5 ~~
~
~
~ C
~
i ~*~~~
i
q
i SJ
11 i ~-
sG .e,
~~~m
fA J
=.~ I~
~f
~~JSL_ ~.F. }"
1 h~~
~~
~~~
~- ~
_~r
5Y
5~
~4'
~~ti
.1~'
5'~

.,4~`~~~
Lr~ ~' .
~ rCL~'
'' d ITED STATES MARINE CORPS
o~~ G ~~ ~~, ~ ~ MARINE CORPS BASE
\l~ Q~ $~~~~~y PSC Box 20004
cj`~.a~ Lejeune, North Carolina 28542-0004 mac~Lv
Fy,~o,~~~,~ ~~. ~P 10 0 0
I ~ ~E'c 2002
Dr. Gregory J. Thorpe, PhD.
North Carolina Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dr. Thorpe:
This letter is in response;to your request for input concerning
the Department's proposed bridge replacement projects identified
as B-4214 (US Highway 17 and New River) and B-4215 (NC Highway
210 and Stones Creek).
Routing military vehicles through Jacksonville on Old Bridge
~.~~ Street is not an acceptable alternative due to current
~~ parking arrangements, volume of pedestrian traffic, and the
;-~
width of certain portions of the route.
•Completion of the US Highway 17 Bypass Project prior to
replacement of the bridges over the New River would
significantly reduce the impact to the military community.
~~ Removal of both existing bridges over the New River on US
~r~~' Highway 17 prior to the completion of the US Highway 17
-~'~ Bypass will result in significant delays for ambulance, law
enforcement; and fire department personnel due to congestion
on the Old Bridge Street alternate routing.
•The closing of NC Highway 210 during construction increases
~, the response time for emergency services. This would include
~~~,` response time by: emergency services, fire department, and
~"-~ Base Forestry responses for wildfire suppression.
~~
•Bridge replacement for NC Highway 210 should be designed to
~~y possess, at a minimum, a load class MLC-90 (90-ton capacity),
F'~'~r and allow safe passage of vehicles twelve (12) feet in width.
~v` ~ ~ r
~~h~~~Any encroachment on Federal lands associated with .the NC
~~. Highway 210 replacement will trigger a NEPA review.

.,
1000
IDD
•New evacuation routes must be identified to manage traffic
flows during evacuations due to dangerous weather situations.
If you have any questions or require additional information,
please contact Mr. Dave Adkins, Installation Development
Division, Installations and Environment Department, at telephone
[phone].
Sincerely,
. R. SLATES
Captain, U. S. Navy
By direction of the
Commanding General
2

J •
1000
IDD
cc: II MEF, G-4
AC/S T&O
AC/S TMO
AC/S ISS
3

d.~ ~ t I l~~c~.Jl ~
. ~ ,U.~. Department
of Transportation ' f••t
United States
Coast Guard
Commander
United States Coast Guard
Atlantic Area
431 Crawford Street ~^ ~r~1 f
Portsmouth, Va. 23704-5004 (off.
Staff Symbol: (Aowb)
Phone: [phone]
Mr. Gregory J. Thorpe, Ph. D.
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Thorpe:
16590 ~ ~ ~
03 DEC 02 ~' ~~
D!•C ~ ~ ~fiD2
~:~ .~;
-L.. •r
f~~55••,~~ ~i 1l JyYl\SJ ~+
'stir uxyct0~~~~
'"~~r% ANP~-~
Tris is in response to ;~L'~..r let±er dated October 24, 2002 requesting the Coast Guard to review
the proposed projects to replace the following nine bridges: Black River Over Flow, Black
River, Jenny's Branch, Beaver Dam Creek, New River,.Stone,Creek N.E. Cape Fear River,
Withrow Creek and Pinch Gut Creek ali located throughout North Carolina.
The Coast Guard Authorization Act of 1982 exempts bridge projects from Coast Guard bridge
permits when the bridge project crosses nontidal waters which are not used, susceptible to use in
their natural condition, or susceptible to use by reasonable improvement as a means to transport
interstate commerce. Such conditions for some of these waterways were confirmed in a
telephone conversation on November 27, 2002. Due to this, the bridge projects on Beaver Dam,
Withrow, and Pinch Gut Creeks and Black River Over Flow are exempt, and will not require
Coast Guard Bridge Permits.
Black River, Jenny's Branch, and Stone Creek are subject to tidal influence and thus. considered
legally navigable for Bridge Administration purposes. But these waterways also meet the criteria
for advance approval waterways-outlined in Title 33, Code of Federal Regulations, Section
115.70. Advance approval waterways are those that are navigable in law, but not actually
navigated by other than small boats. The Commandant of the Coast Guard has given his advance
approval to the construction of bridges across such waterways; therefore, an individual permit
-will not be required-:for these projects either.
Further information is required to assess the bridge replacement projects over the New River and
the North East Cape Fear River. Such information as, is the waterway affected by lunar tides? Is
there any commercial navigation? What types and sizes of boats operate on the waterway?
Bridge Permits may be required based on the answers to these questions. If a permit is required,
a higher level of environmental review will also be required.
The fact that Coast Guard permits are not required for some of these projects does not relieve
you of the responsibility for compliance with the requirements of any other Federal, State, or

16590
03 DEC 02
local agency who may have jurisdiction over any aspect of the project. If you have any
questions, please contact Terrance Knowles at the phone number or address show above.
Sincerely,
~~f3~«.
ANN B. DEATON
Chief, Bridge Administration Section
By direction of the Commander
Fifth Coast Guard District
2

e •,~~MT Or 0.. 4,'
~YY M LJNITEO STATE9 DEPARTMENT ~F COMMERCE
National Ooeariic end Atmoapherlc Admini6tretlon
}tee°r, ~~ ~J~ NATIONAL MARINE FISHERIES SERVICE
~~~~ .Habitat Conserti'ation Division
101 Pivers Island Road
Beaufort, North C'aralina ~~~ Ib-~t,~J
DEC p 9 2Q~2
December 6, 20U?
Gre~;oty J. Thorpe, Ph, D.
L•nvirunmental I~1anagement Director
Aroject Ucvclopment and
L-m•imnmental Analysis Branch
NC' Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27090-158
Attention: John Wadsworth, l'.E_
1~ear I~r. Thorpe:
'Che National Marine Fisheries Service (NOA.4 (~~isheries) has.reviewed your Uctof~c+' 2=i. ?UU?. lettzi-
recluestin~: Comments on eight hridge re~tlacemem pro}acts included in the Nc~rtlt C'r;iolin~i
Departrttent of Transportation ?002-2UU8 "I~ransportation Impr~ovcrnenr Plan ~~'e undcrstattd tlt-~
the NC'DUT is preparing the planning and environmental stt.~dies necessary to prctce~, these 1?roj~•ct
as Categorical Exclusions and offers the following comments for your considerltir~n
The environrttental documents for these projects shetufd address rtrtasurc;s desiuned to av~?id anti
minimiLe loss of open tivater and wetlands that support fishery resourceti. In addition. ~~.e suppi>rt
findings contained in the May 9, 2002, letter from Che 11Vilmington Uictrict, U.S::~rrtty Corps oi~
Engineers. ~~hich identified the fc~llowin~ issues and concerns as being relevant to the prc~i~c~~2cJ
bridge • epiacement projects: •
- Replacing bridges with culvc--ts
- Permanent <uuI temporary wetland losses
- Uftsite versus onsite detours
- Titre oi'year resu•ictions on instream work
- Treatment of'~~•etland restoration areas
- FYiting bridge demolition and removal
- Lengthenin~~ etisting brides as a wetland restoration measure
Group 1 -The following; Projects will have no impact on resources tcrr ti~~hich N(7 -1.1 Fislteri<•~ ltas
stewardship r'cspvnsibilit_y'; therefore, ~~e have no cotrtrnents:
Pr~n~cd nn Recyctcd Pnpcr
,,.c •mu~4'
~`t ~ . .
~~
ly
~~w~-~ a car'

Bridge Number
No. 41b
No. ?8
No. 54
Project Nun~be~-
B - 4103
B - 4255
B - 4282
County
Davidson County
Rowan Caunty
Stakes County
Group it - "fhcse projects have the potential to affect tisherv resources and their associated habital
far which NOAA risheries has stewardship responsibility:
Bridge Number
Na. 12
No. 26
No. 7?
T~~c~. 24
No. ? 1
Project Number
B - 1382
B - 1382
B - 403 I
$ - 4214
B - 4223
County
Sampson County
Sampson County
Brunswick County
Onslow County
Fender County
Bcid~es 12, 2G, 21 and 24 are located in the Cape Fear and New River basins anil irr areas w•l~icl~
provide habitat for anadromous fishery resources including American shad and river herrrn,_.
Bridges 72 and 24 are located in areas with brackish to saline w•aterti that also support e~tuttrine
dependent fishery resources such as spot. Atlantic croaker, and blue crab. In addition, these projects
may affect Cssentiai Dish Hstbitat for Federally managed species such as red drum and shrimp
which,are managed by the South Atlantic Fishery Management Council, and summer flounder which
is managed by the Mid-.4tlantic Fishery Management Council. Accordingly, we recommend that
an Essential Fish Habitat Assessment be included in an_y environmental document for these prr~lects.
Spawning and nursery habitat for anadromous and estuarine fishes may be adversely impacted by
these projects unless measures to avoid and minimize impacts to waters and wetland, are included
in the project plans. Therefore, NOAH Fisheries may recommend against .Department of the AnTty
authorization of t}iese projects under Nationwide Permit 23 unless the following recc>m~rendaliotts
are incorporated:.
1. Following impact avoidance and minimization, unavoidable wetland losses shall be offset
through implementation of a compensatory mitigation-plan that has been approved by the Corps
of Gn~ineers and in consultation with NnAA.Fisheries.
2, .All Cc)rtstiuctiart activities in waters and associated wetlands shall utilize tecll„iclues that avoid
and minimize adverse impacts to those systems and their associated fora and fauna

f ~ ~
Althou,h the stated purpose of the project is to improve timber production, n~ information i;
provided reu~arding any ongoing silviculture operation. Furthermore, there is no indication of
existence of a forest management plan for the site which might indicate that the e~istu~g excavation
and filling of tivetlands is in compliance with the Clean Water Act (C:WA), Section 401 {t)(I ){.~?
exemptions for silviculture.
NOA.A Fisheries concludes that the loss of wetlands at this site is highly detrimental to
commercially, recreationally, and ecologically important fishery resources that utilise the Newport
River. Therefore, we recommend that Department of the Army authorization not be granted itt t}tis
case. We further recommend that if authorization is denied, the applicant should be required tc;
restore pre-project elevations and contours and restore, through planting and other measures, all
impacted ~.vetlands.
Thank you for the opportunity to provide these comments. Related duest.ions or comments should
be directed to the attention of Mr. Ronald S. Sechler at our Beaufort Uf~ice, 101 livers Island Ronal,
Beauf«n, North Carolina, or at [phone].
Sincerely.
Andreas Mager, Jr,
Assistant Regional Administrator
l~abitat Conservation Division

`,~ ~ 3 W
~. `: ~ ~.~
. c ~--~ UNtTEO BTATES DEPARTMENT OF COMMERCE
r` Nat(onal Oceanic end Atmospheric Adm(nlatratlan
'~ • :~~ ~~<<' NATIONAL MARINE FISHERIES SERVICE
,•tt a
~ abitat Conservation Division
lOl Pivers.lsland Road
Beaufort, North Carolina 28.516-9722
June 7, 2002
~~O
William T. Goodwin, Jr., PE, Unit Head
fridge Replacement Unit x~ ~
Project Development and Environmental Analysis Branch M~4Y•~ 2 ~;
Opp
1548 Mail Servtce Center a ~
Raleigh, Nortn Carolina 27699-1548 ~~~,. ~ -.~~
ear Mr. Goodwin:
_!
Tl~e National Marine Fisheries Service (NMFS) leas reviewed the Natural Systems Technical
Reports (NSTR) -Group 2, for 22 bridge replacement projects identified in your March I, 2002,
letter. T1~ese projects are scheduled for construction in fiscal year 2005.
I3y letter dated May 9, 2002 {copy enclosed), the Wilmington District, U.S. Army Corps of
Engineers identified tl~e following issues and concerns as being relevant to the proposed bridge
replacement projects:
- Replacing bridges with culverts
- Permanent and.temporary wetland losses
- Offsite versus onsite detours ~"
- Time; of year restrictions on~instream"work , j " °_ -=-- - ' ~ "--~ -
-Treatment of wetland restoration areas - -= -~ - °' -
- Existing bridge demolition arrd removal -' - ' - " - - - - -
-Lengthening existingbridges as a wetland restoration measiire " - ~-
.. ----- .
.." _._
The 1~iMFS agrees that these issues should be fiilly "addressed uiith regard to impacts and miti ation.
g:
We also agree with the Corps' determination that identifying projects involving these activities as
Green Light Projects is misleading and should not be used. Therefore, the following Group 2
projects should be identified as either Yellow or Red Light Projects.
Section I `- Yellow Light Projects (YLPs) - - ~ ~ -
The bridge replacement projects listed below-are located in areas that do not support NMFS trust
fishery resources. Otherwise, they have normal environmental concerns and, therefore, are identified
as YLPs.
(Tinted on Recycled Paper
~J I ~
m
~ 2
a~

,..
.~
Bridge Number Project Number Location
Bridge No. l3~ B - 4025 - Beaufort County
Bridge No. 108 B - 4154 ~ Hyde County
Bridge No. 118 B - 4235 Pitt County
Bridge No. 191 B - 4272 Sampson County
Section II -Yellow Light Projects (YLPs)
The bridge replacement projects listed below are located in the Roanoke River, Neuse River, Tar
River, Chowan River, Trent River, Cape Fear River basins which are likely to support NMFS trust
anadromous fishery resources and are, therefore, classified as YLPs.
Bridge Number Project Number Location
~~~ .
Bridge No. 45 B - 4026 Bertie County
Bridge No. 29 B - 4314 Washington County
Bridge No. l0 B - 4086 Craven County
Bridge No. 46 B - 4125 Greene County
Bridge No. 49 B - 4126 Greene and Lenoir
.Counties
Bridge No. 43 B - 4127 Green County
Bridge No. 67 B - 4150 Hertford County
Bridge No. 7 B - 4169 Jones County
Bridge No. 5 B - 4187 Martin County
Bridge No. 2l B - 4223 Pender County
Bridge No. 69 B - 4227 Perquimans County ~ .
Bridge No. 98 ~ B - 4234 - Pitt County -
Spawning and nursery habitat for anadromous fishes-may be ad~ersely.itnpacted by these projects
unless measures to avoid and minimize impacts to waters and wetlands are~included in -the project ~ -
plans. Accordingly; the NMFS may recommend against Department ofthe:Army authorization of
these projects under Nationwide•Permit 23,unless the following recommendations are incorporated:
1. Following impact avoidarice-and minimization, unavoidable-wetland _losses shall be offset - ~ = ~ -
through implementation of~a compensatory mitigation plan~that has been approved by the Corps _ .
of Engineers and in consultation with -the NMFS. ~ -
2. All construction related activities in waters and associated wetlands shall utilize techniques that
avoid and minimize adverse impacts to those systems and-their associated flora and fauna.
3. In order to protect anadromous fishery resources that may utilize the project areas as spawning
or nursery habitat, work in the waters of the creek shall.be restricted to~the period October l and
March l of any year unless prior approval is granted by -the Corps of Engineers following
consultation with the NMFS.

_. " ~~.~x
Section Ill - Red Light Projects (RLPs)
Red Light Projects are those that include extraordinary resources or concerns that will require close
coordination to complete successfully. These projects involve high quality wetlands, extremely
valuable or rare endangered species habitats, or other limited or unusual resources.
The bridge replacement projects listed below may effect estuarine waters, intertidal salt marshes, and
tidal freshwater marshes and may be located in areas designated as primary nurseries by the North
Carolina Division of Marine Fisheries or the North Carolina Wildlife Resources Commission. In
view of tl~e fact that work in these locations could adversely effect NMFS trust fishery resources,
they are classified as RLPs. In addition, some of-these project areas include Essential Fish Habitat
(EFH) for species managed under authority of the Magnuson Stevens Fisheries Conservation and
Management Act(P.L. 104-297) and other statutory and regulatory provisions. ]fthese projects are
processed under Nationwide 23, they will be carefully reviewed for incorporation of the
recommendations listed above and we may elect to provide additional comments and
recommendations that are intended to avoid, minimize, and offset impacts to living marine resources.
Our recommendations, if any, will be sent to the Wilmington District, U. S. Army Corps of
Engineers, and a copy will be forwarded to you.
Bridge Number
Project Number
Location
Bridge No. 77
Bridge No. 72
Bridge No. 19
Bridge No. 24
Bridge No. 65
Bridge No. 4
B - 3611 Beaufort County
B - 4031 Bnrnswick County
B - 4215 Onslow County
B - 4214 Onslow County
B - 4219 Pamlico County
B - 4221. Pamlico County
Finally, the shortnose sturgeon, a Federally-protected species under the purview of the N1~S is
found in the Cape Fear and Roanoke Rivers. These comments do not satisfy Federal agency
consultation responsibilities under Section 7 of the Endangered. Species Act of 1973, as amended.
If any activity "may effect" listed species and habitats under NMFS purview, consultation should be
initiated with our Protected Resources',Division at 9721 Executive Center Drive North, St.
Petersburg, Florida 33702.
We appreciate the opportunity for early participation in the review of these bridge replacement
projects. If I can be of further assistance, please contact me at the letterhead address or at 252-728-
5090.
Sincerely,
d~'7
Ron Sechler
Fishery Biologist

~ ~
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Boz 33726
Raleigh, North Carolina 27636-3726
November 14, 2002
Dr. Gregory J. Thorpe
Environmental Management Director
North Carolina Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
GEC YFO
NOV ~ ~ ~~r~
o=
~~
A ,~1~ (.~ ~Q' 9,.
;,~,~"•, .tic''
This letter is in response to your request for comments from the U.S. Fish and Wildlife Service
(Service) on the potential environmental impacts of the proposed replacement of several bridges
in multiple counties of North Carolina. Please note that the projects listed for Davidson, Rowan
and Stokes Counties in your October 24, 2002 letter were forwarded to the Service's Asheville
Ecological Services Office for review. The following projects were reviewed by the Raleigh
Ecological Services Office:
• B-1382, Sampson County, Replace Bridge No. 26 over the Black River Overflow and
Bridge No. 12 over the Black River on NC 41;
• B-4031, Brunswick County, Replace Bridge No. 72 over Jinnys Branch (tributary to
Saucepan Creek) on NC 179 (Beach Drive);
•' B-4214, Onslow County, Replace Bridge No. 24 over the New River on US 17 (Marine
Boulevard);
• B-4215, Onslow County, Replace Bridge No. 19 over Stone Creek on NC 210; and,
• B-4223, Pender County, Replace Bridge No. 21 over the North East Cape Fear River on
NC 210.
These comments provide scoping information in accordance with provisions of the Fish and
Wildlife Coordination Act (16 U.S.C. 661-667d) and section 7 of the Endangered Species Act
(ESA) of 1973, as amended (16 U.S.C. 1531-1543).
For bridge replacement projects, the Service recommends the following general conservation
measures to avoid or minimize environmental impacts to fish and wildlife resources:

Wetland, forest and designated riparian buffer impacts should be avoided and minimized to
the maximum extent practical;
2. If unavoidable wetland impacts are proposed, every effort should be made to identify
compensatory mitigation sites in advance. Project planning should include a detailed
compensatory mitigation plan for offsetting unavoidable wetland impacts. Opportunities to
protect mitigation areas in perpetuity via conservation easements, land trusts or by other
means should be explored at the outset;
3. Off-site detours should be used rather than construction of temporary, on-site bridges. For
projects requiring an on-site detour in wetlands or open water, such detours should be aligned
along the side of the existing structure which has the least and/or least quality offish and
wildlife habitat. At the completion of construction, the detour area should be entirely
removed and the impacted areas be planted with appropriate vegetation, including trees if
necessary;
4. Wherever appropriate, construction in sensitive areas should occur outside fish spawning and
migratory bird nesting seasons. In waterways that may serve as travel comdors for fish, in-
water work should be avoided during moratorium periods associated with migration,
spawning and sensitive pre-adult life stages. The general moratorium period for anadromous
fish is February 15 -June 30;
5. New bridges should be long enough to allow for sufficient wildlife passage along stream
comdors;
6. Best Management Practices (BMP) for Protection of Surface Waters should be implemented;
7. Bridge designs should include provisions for roadbed and deck drainage to flow through a
vegetated buffer prior to reaching the affected stream. This buffer should be large enough to
alleviate any potential effects from run-off of storm water and pollutants;
8. The bridge designs should not alter the natural stream and stream-bank morphology or
impede fish passage. To the extent possible, piers and bents should be placed outside the
bank-full-width of the stream;
9. Bridges and approaches should be designed to avoid any fill that will result in damming or
constriction of the channel or floodplain. If spanning the floodplain is not feasible, culverts
should be installed in the floodplain portion of the approach to restore some of the
hydrological functions of the floodplain and reduce high velocities of floodwaters within the
affected area.
Enclosed are lists of species from Sampson, Brunswick, Onslow and Pender Counties that are on
the Federal List of Endangered and Threatened Wildlife and Plants, as well as federal species of
concern. Federal species of concern are not legally protected under the ESA 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 project. Information about the habitats in which these endangered and threatened species
are often found is provided on our web site, http://endangered.fi;-s.g~ov. If suitable habitat for
any of the listed species exists in the project areas, biological surveys for the listed species
should be conducted. All survey documentation must include survey methodologies and results.
We reserve the right to review any federal permits that may be required for these projects, at the
public notice stage. Therefore, it is important that resource agency coordination occur early in
the planning process in order to resolve any conflicts that may arise and minimize delays in
project implementation. In addition to the above guidance, we recommend that the
environmental documentation for these projects include the following in sufficient detail to
facilitate a thorough review of the action:
1. A clearly defined and detailed purpose and need for the proposed project;
2. A description of the proposed action with an analysis of all alternatives being considered,
including the "no action" alternative;
3. A description of the fish and wildlife resources, and their habitats, within the project impact
area that maybe directly or indirectly affected;
4. The extent and acreage of waters of the U.S., including wetlands, that are to be impacted by
filling, dredging, clearing, ditching, or draining. ~ Acres of wetland impact should be
differentiated by habitat type based on the wetland classification scheme of the National
Wetlands Inventory (NWI). Wetland boundaries should be determined by using the 1987
Corps of Engineers Wetlands Delineation Manual and verified by the U.S. Army Corps of
Engineers;
5. Tha~anticipated environmental impacts, both temporary and permanent, that would be likely
to occur as a direct result of the proposed project. The assessment should also include the
extent to which the proposed project would result in secondary impacts to natural resources,
and how this and similar projects contribute to cumulative adverse effects;
6. Design features and construction techniques which would be employed to avoid or minimize
the fragmentation or direct loss of wildlife habitat and waters of the US;
7. If unavoidable wetland impacts are proposed, project planning should include a detailed
compensatory mitigation plan for offsetting unavoidable wetland impacts.

The Service appreciates the opportunity to comment on these projects. Please continue to advise
us during the progression of the planning processes, including your official determination of the
impacts of this project. If you have any questions regarding our response, please contact Mr.
Gary Jordan at [phone] (Ext. 32).
Sincerely,
~~
~<~ Garland B.due Ph.D.
Ecological Services Supervisor
Enclosure
cc: Dave Timpy, USACE, Wilmington, NC
John Hennessy, NCDWQ, Raleigh, NC
David Cox, NCWRC, Northside, NC
Chris Militscher, USEPA, Raleigh, NC

Onslow County Endangered Species, Threatened Species, and Federal Species of Concern
a
Updated: 02/25/2003
ONSLOW COUNTY
Critical Habitat Designation:
Page 1 of 3
Pipin Pg lover, Charadrius melodus -Critical Habitat designation in Federal Register 66:36038-36136, for a
description of the primary constituent elements essential for the conservation of wintering piping plovers
within the designated units. This document also contains a map and a description of each designated unit.
Common Name
Vertebrates
American alligator
Bachman's sparrow
Bald eagle
Black rail
Carolina gopher frog
Eastern cougar
Eastern painted bunting
Green sea turtle
Eastem Henslow's sparrow
Leatherback sea turtle
Lo,gg~erhead sea turtle
West Indian Manatee
Mimic glass lizard
Pipin Pg lover
Red-cockaded woodpecker
Southern hognose snake
Invertebrates
Croatan crayfish
Vascular Plants
Scientific Name
Alligator mississippiensis
Aimophila aestivalis
Haliaeetus leucocephalus
Laterallus jamaicensis
Rana capito capito
Puma concolor couguar
Passerina ciris ciris
Chelonia mydas
Ammodramus henslowii
Dermochelys coriacea
Caretta caretta
Trichechus manatus
Ophisaurus mimicus
Charadrius melodus
Picoides borealis
Heterodon simus
Procambarus plumimanus
Status
T(S!A)
FSC
Threatened(Proposed for delisting)
FSC
FSC
Endangered
FSC*
Threatened
FSC
Endangered
Threatened
Endangered
FSC
Threatened
Endangered
FSC
FSC
http://nc-es.fws.gov/es/cntylist/onslow.html 12/12/2003

Onslow County Endangered Species, Threatened Species, and Federal Species of Concern Page 2 of 3
~ 4
A quillwort Isoetes microvela FSC
Awned meadowbeauty Rhexia aristosa FSC
Boykin's lobelia Lobelia boykinii FSC
Cazolina asphodel Tofleldia glabra FSC
Carolina goldenrod Solidago pulchra FSC
Carolina grass-of-parnassus Parnassia caroliniana FSC
Carolina spleenwort Asplenium heteroresiliens FSC
Chapman's sedge Carex chapmanii FSC
Coastal beaksedge Rhynchospora pleiantha FSC
Coastal Goldenrod Solidago villosicarpa FSC
Cooley's meadowrue Thalictrum cooleyi Endangered
Golden sedge Carex lutea Endangered
Hirst's panic grass Dichanthelium sp. 1 FSC
Loose watermilfoil Myriophyllum laxum FSC
1Vlany-flower grass-pink Calopogon multiflorus FSC
Pondspice Litsea aestivalis FSC
Rough-leaved loosestrife Lysimachia asperulaefolia Endangered

Seabeach amaranth Amaranthus pumilus Threatened
Spring-flowering goldenrod Solidago verna FSC
Thorne's beaksedge Rhynchospora thornei FSC
Venus flytrap Dionea muscipula 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 future throughout all or a
significant portion of its range."
Proposed - A taxon proposed for official listing as endangered or threatened.
Cl - A taxon under consideration for official listing for which there is sufficient information
to support listing.
FSC - A Federal species of concern--a species that may or may not be listed in the future
(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 alli ag for )--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 aze not
subject to Section 7 consultation.
EXP - A taxon that is listed as experimental (either essential or nonessential). Experimental,
nonessential endangered species (e.g., red wolf) are treated as threatened on public land,
for consultation purposes, and as species proposed for listing on private land.
Species with 1, 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 50 years ago.
**Obscure record -the date andlor location of observation is uncertain.
***Incidental/migrant record -the species was observed outside of its normal range or habitat.
http://nc-es.fws.gov/es/cntylist/onslow.html 12/12/2003

./ 1
.^~ ' ~.
~ .. ., ~~.>} R~ ~
., W
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Ot~ice
Post Office Box 33726
Raleigh, North Carolina 27636-3726
June 12, 2002
Mr. William T. Goodwin, Jr.
North Carolina Department of Transportation
Project Development and Environmental Analysis
Unit Head, Bridge Replacement Planning
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Goodwin:
This responds to your letters of March 1 and March 18, 2002, providing the U. S. Fish and
Wildlife Service (Service) with Natural Resources Technical Reports (NRTR) on 26 bridges
proposed for replacement in Construction Fiscal Year (CFY) 2005. Your letters requested the
Service to review these reports and determine the level of concerns we might have for trust
resources under our jurisdiction. This report provides scoping information in accordance with
provisions of the Fish and Wildlife, Coordination Act (FWCA) (16 U.S.C. 661-667d) and
Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
This report also serves as initial scoping comments to federal and state resource agencies for use
in their permitting and/or certification processes for this project.
The bridges scheduled for replacement are:
1. B-361 1, Bridge No. 77 on NC 99 over Pantego Creek, Beaufort County;
2. B-4024,. Bridge No. 136 on SR 1626 over Pantego Creek [Canal?], Beaufort County
3. B-4026, Bridge 45 on SR 1110 over Choowatic Creek, Bertie County;
4. B-4028, Bridges Nos. 12 and 18 over the Cape Feaz River, Bladen County; .
-- 5. B-4031, Bridge No. 72 on NC 179 over Jinnys Branch, Brunswick County;
6. B-4077, Bridge No. 25 on NC 130 over Waccamaw River outflow, Columbus County
7. B-4082, Bridge 280 on SR 1843 over Dan's Creek, Columbus County;
8. B-4086, Bridge No. 10 on SR 1111 over Brices Creek, Craven County;
9. B-4090 -Bridge No. 125 on NC 24 over Cross Creek, Cumberland County;
10. B-4125, Bridge No. 46 on SR 1091 over Wheat Swamp Creek, Greene County;
11. B-4126, Bridge No. 49 on SR 1434 over Wheat Swamp Creek, Greene and Lenoir Counties;
12. B-4127, Bridge No. 43 on SR-1438 over Rainbow Creek, Green County;
13. B-4150, Bridge No. 67 on SR 1118 over Ahoskie Creek, Herford County;
14. B-4154, Bridge No. 108 on SR 1340 over Old State Canal, Hyde County;
15. B-4169, Bridge No. 7 on SR 1129 (Free Bridge Road) over Big Chinquapin Branch Jones
County;

2
16. B-4187, Bridge No. 5 on SR 1417 over Conoho Creek, Martin County;
-17. B-4214, Bridge No. 24 on US 17 over t~e,;New River, Onslow County;
~.;._:. ,-- ---~-Q._:.a:,:+:-.,,,~.,.......r. ~,~t-we~~.se-~^-.._ ~+x3 ~niarrx~:a~:~.~~~4~:x'
19. B-4219, Bridge No. 65 on SR 1304 over an unnamed tributary to the Neuse River, Pamlico
County;
20. B- 4221 ,Bridge No. 4 on SR 1344 over South Prong Bay River, Pamlico County;
-~. 21. B- 4223, Bridge No. 21 on NC 210 over the Northeast Cape Fear River, Pender County;
22. B-4227, Bridge No. 69 on SR 1222 over Unnamed tributary to Mill Creek, Perquimans
.County;
23: B-4234, Bridge No. 98 on SR 1407 over Conetoe Creek, Pitt County;
24. B-4235, Bridge No. 118 on SR 1538 over Grindel Creek, Pitt County;
25. B-4248, Bridge No. 170 on SR 1101 over Shoe Heel Creek (Gaddy Mill Road), Robeson
County;
26. B-4272, Bridge No. 191 on SR 1845 over Great Coharie Creek, Sampson County; and,
General Scoping Comments
Some NRTRs contained only maps of the immediate project site and a verbal description of the
project location. In reviewing our records of known locations for Federally listed species, it
would be beneficial to the Service to have a map showing the location of the project. Each
location map should include at least one municipality or sizable community to facilitate locating
the project area.
The title page for B-4024 (Beaufort County) states that Bridge No. 136 on SR 1626 is over
"Canal." The body of the report states that this bridge crosses Pantego Creek which appears to
be the correct designation. Title pages should reflect the correct location of the project.
General Fish and Wildlife Habitat and Wetlands
For each project, we recommend the following conservation measures to avoid or minimize
adverse environmental impacts to fish and wildlife resources:
1. Wetland impacts should be avoided and minimized to the maximum extent practical as
outlined in Section 404 (b)(1) of the Clean Water Act Amendments of 1977. Areas
exhibiting high biodiversity or ecological value important to the watershed and region
should be avoided. Wherever appropriate, construction in sensitive areas should occur
outside fish spawning and migratory bird nesting seasons.
2. Off-site detours should be used rather than construction of temporary, on-site bridges.
For projects requiring an on-site detour in wetlands or open water, such detours should be
aligned along or adjacent to existing, roadways, utility corridors, or previously developed
areas in order to minimize habitat fragmentation and encroachment. At the completion of
construction, the entire detour area, including any previous detour from past construction

activities, should be entirely removed and the impacted areas should be planted with
appropriate, endemic vegetation, including trees if necessary;
3. If unavoidable wetland impacts aze proposed, every effort should be made to identify
compensatory mitigation sites in advance. Project planning should include a detailed
compensatory mitigation plan for offsetting unavoidable wetland impacts. Opportunities
to protect mitigation areas in perpetuity, preferably via conservation easement, should be
explored at the outset;
4. In waterways that may serve as travel corridors for fish, in-water work should be avoided
during moratorium periods associated with migration, spawning, and sensitive pre-adult
life stages. The general moratorium period for anadromous fish is February 15 -June 15;
5. Best Management Practices (BMP) for Protection of Surface Waters should be
implemented; and,
6. Activities within designated riparian buffers should be avoided or minimized.
Federal Species of Concern and State Listed Species
Federal Species of Concern (FSC) are those plant and anunal species for which the Service
remains concerned, but further biological research and field study are needed to resolve the
conservation status of these taxa. Although FSCs receive no statutory protection under the ESA,
we would encourage the NCDOT to be alert to their potential presence, and to make every
.reasonable effort to conserve them if found. The North Carolina Natural Heritage Program
should be contacted for information on species under state protection.
Federally Protected Species
Several NRTRs make determinations that a project will not affect a particular species, primarily
plants based on surveys in the recent past. The Service believes such determinations are
premature and that additional surveys will be required prior to construction in approximately
2004-2005. It would be more appropriate to note that the species was not found during
preliminary surveys and that results provide early indications that the project is not likely to
adversely affect the species.
Effect determinations for plants based on surveys within the project area may require work at a
particular time of year for accurate identification. The biological conclusions of the NCDOT for
plants should include the time of year that a survey was conducted, the person hours of
surveying, and the approximate size of the area surveyed. Surveys should be done within two or
three years of actual construction for those species inhabiting stable and/or climax communities.
Plant species that utilize disturbed communities, e.g., Michaux sumac (Rhus michauxii) and
Cooley's meadowrue (Thalictrum cooleyi), should be done within two years of actual

4
construction if vegetation disturbing activities, e.g., regular mowing or timber harvesting, occur
at the project site.
The NCDOT should carefully consider potential impacts to the West Indian manatee (Trichechus
manatus) of bridge replacement projects in coastal counties. Several NRTRs, e.g., B-4235 (Pitt
County), state that manatees require at least five feet of water. Manatees are able to use shallow
channels that may not seem suited for such a large mammal. O'Shea and Ludlow (1992) wrote
that the primary habitat requirements for the species are access to vascular aquatic plants,
freshwater source, and proximity to channel 1-2 meters deep (3.3 -6.6 feet). Therefore, the
NCDOT should only consider reaching a "no effect" determination for the manatee when water
depths at the project site do not rise above one meter. Manatees may become entangled in
erosion control .and siltation fences placed in shallow water. Measures to prevent these devices
from harming manatees are addressed in our 1996 guidelines to NCDOT (USFWS 1996). The
biological conclusion of the NCDOT on impacts to manatees cannot be based on negative visual
surveys of the project area. These mobile animals may not inhabit a given area for extended
periods, and manatees may move into a given project site where the species has never been
reported previously. The best procedure for ensuring the safety of these endangered mammals is
to follow the Service's precautions if the area is suitable manatee habitat.
Surveys for mussels should extend 100 meters (328 feet) upstream and 300 meters (984 feet)
downstream from the project site. Environmental documentation that includes survey ~ ,_
methodologies, results, and NCDOT's recommendations based on those results, should be t
provided to this office for review and comment.
If surveys for a Federally protected species should determine that a given project would adversely
affect the species, a biological assessment (BA) maybe prepared to fulfill the section 7(a)(2)
requirement and in determining whether formal consultation with the Service is necessary.
Please notify this office with the results of the surveys for the listed species that may_occur in the
project area. Please include survey methodologies and an analysis of the effects of the action,
including consideration of direct, indirect, and cumulative effects.
Project Specific Comments
In addition to the general comments applicable to all bridge replacement project, we offer the
following project-specific comments:
B-3611, Bridge No. 77 on NC 99 over Pantego Creek, Beaufort County -The NRTR states (p.
16) that habitat for the manatee exists in the project area, but that no manatees were seen
during natural resources investigations. The report concludes that the project would have
"no effect" on the manatee. The Service does not concur with this determination.
Manatees are seasonal transients in North Carolina from (primarily June through
October). As noted, potential impacts on this species cannot be based on limited field
inspections. The Service recommends that future project documentation include

5
commitments to follow procedures given in "Precautions for General Construction in
Areas Which May Be Used by the West Indian Manatee in North Carolina" that the
Service provided the NCDOT in 1996. A copy is provided with this letter.
Intertidal zones and marsh edges preferred by Federally threatened sensitive jointvetch
(Aeschynomene virginica) are present in the project area, but the species was not
observed during natural resources investigation. The NRTR provided a biological
conclusion of "no effect." The Service will require additional surveys closer to the time
of actual construction and greater details of survey methodology, including time of year
and the intensity of the survey, before we can concur that the project will have no effect
on the species.
The NRTR states that "marginal habitat exists for rough-leaved loosestrife [Lysimachia
asperulaefolia] in the form of shallow organic soils adjacent to a forest communit}~' in
the project area. While the NRTR states that no plants were seen, the Service requires
greater details of survey methodology before we can concur with the determination that
the project will have no effect on rough-leaved loosestrife.
B-4024, Bridge No. 136 on SR 1626 over Pantego Creek, Beaufort County -The NRTR states (p.
3) that the average depth of Pantego Creek is 4.5 feet, but concludes (p. 14) that the
necessary water depth for the manatee is not present. The Service disagrees and
recommends that project plans should incorporates measures given in "Precautions for
General Construction in Areas Which May Be Used by the West Indian Manatee in North
Carolina" that the Service provided the NCDOT in 1996. Suitable habitat for sensitive
jointvetch exists in the project area (p. 17), but the NRTR concludes that the project
would have "no effect" on the species based, in part, on the fact that no plant were "found
in the project area." The Service cannot concur with this determination. The Service will
require additional surveys closer to the time of actual construction and greater details of
survey methodology, including time of year and the intensity of the survey, before we can
concur that the project will have no effect on the sensitive jointvetch.
B-4031, Bridge No. 72 on NC 179 over Jinnys Branch, Brunswick County -The NRTR states (p.
4) that water depths range from two to six feet, and concludes (p. 21) that "vagrant
manatees visiting the lower Lumber river system would not be expected within the
project area." The Service does concur with the biological conclusion of "no effect" on
the manatee and requests that the project utilize the standard precautions for general
construction in areas which maybe used by manatees. The NRTR states that the
biological conclusions for the bald eagle (~aliaeetus leucocephalus) and Federally
endangered wood stork (Mycteria americana) are "unresolved." Wood storks may
undertake post-breeding season dispersals from June through early autumn in search of
food in swamps, marshes, and mudflats. The NCDOT should seek to determine whether
the project area is used, if even on a temporary basis, by these species. If wood storks dv
feed in the project area during a limited portion of the year, the Service would
recommend that this project be scheduled outside this particular period.

r
6
B-4086, Bridge No. 10 on SR 1111 over Brices Creek, Craven County - With an average depth
of three feet, Brices Creek is not likely to used by manatees. The Service cannot concur
with the determination that the project would have "no effect" on the sensitive jointvetch
based the lack of observation during site survey in 2001 and an absence of historical
occurrence in the project area. The NRTR notes that suitable habitat for this species is
present in the project area. The Service will require additional surveys closer to the time
of actual construction and greater details of survey methodology, including time of year
and the intensity of the survey, before we can concur that the project will have no effect
on the sensitive jointvetch..
B-4154, Bridge No. 108 on SR 1340 over Old State Canal, Hyde County -The NRTR notes that
habitat for the sensitive jaintvetch is present in the project area, but concludes that the
project will have no impacts on the species, based in part, on a failure to find the species
during surveys. The Service will require additional surveys closer to the time of actual
construction and greater details of survey methodology, including time of year and the
intensity of the survey, before we can concur that the project will have no effect on the
sensitive jointvetch..
B-4219, Bridge No. 65 on SR 1304 over an unnamed tributary to the Neuse River, Pamlico
County -The tributary to be crossed has an average depth of approximately four feet and
the NRTR notes (p. 15) that "marginal" habitat for the manatee exists in the project area.
The Service does not concur with the biological conclusion of "no effect" for the manatee
and recommends that future project documentation include commitments to follow
procedures given in "Precautions for General Construction in Areas Which May Be Used
by the West Indian Manatee in North Carolina."
B- 4221 ,Bridge No. 4 on SR 1344 over South Prong Bay River, Pamlico County -The NRTR
(p. 3) notes that the average depth of the water to be bridged is approximately 3.5 feet and
later concludes (p. 15) that the waterway is not deep enough or contain sufficient
vegetation to provide habitat for the manatee. The Service cannot concur with the stated
conclusion that "no impact to the West Indian manatee will result from project
construction." We recommend that future project documentation include commitments to
follow procedures given in "Precautions for General Construction in Areas Which May
Be Used by the West Indian Manatee in North Carolina."
B- 4223, Bridge No. 21 on NC 210 over the Northeast Cape Fear River, Pender County -The
NRTR notes (p. 20) that manatees could occur in the project area and states that impacts
to the species are `~znresolved." The NRTR also recommends that a "follow-up survey"
be conducted. A one time survey will not determine the presence of this species at a
particular construction site. The species moves through North Carolina coastal waters on
a seasonal basis. If there is any chance that the species could occur at a construction site,
the Service's guidelines (USFWS 1996) should be incorporated into project plans.

7
B-4234, Bridge No. 98 on SR 1407 over Conetoe Creek, Pitt County - As noted in the NRTR,
surveys should be conducted for the Tar River spinymussel (Elliptio steinstansana). The
area surveyed should extend from 100 meters (328 feet) upstream to 300 meters (984
feet) downstream.
B-4235, Bridge No. 118 on SR 1538 over Grindel Creek, Pitt County -Survey for the Tar River
spinymussel will be required from 100 meters (328 feet) upstream to 300 meters (984
feet) downstream.
B-4272, Bridge No. 191 on SR 1845 over Great Coharie Creek, Sampson County -The NRTR
concludes that the project would have "no effect" on pondberry (Lindera melissifolia) due
to a lack of habitat in-the project area. The two habitats mentioned are shallow ponds
with sandy substrate and Carolina bays. This species is associated with wetland habitats
such as bottomland and hardwoods in the interior areas, and the margins of sinks, ponds
and other depressions in the more coastal sites. The plants generally grow in shaded areas
but may also be found in full sun. Since the project area includes 0.5 acre of coastal plain
bottomland hardwood forest, the Service requests that this area be survey for pondberry.
The Service appreciates the opportunity to comment on these project. Please continue to advise
us of the progression of the planning process, including your official determination of the
impacts of this project. If you have any questions regarding these comments, please contact
Howard Hall at 919-856-4520, ext. 27.
Sincerely,
~~'
/mow
.~o ~ Dr. Garland B. Pardue
/ Ecological Services Super-visor
Attachment
Literature cited
O'Shea, T. J. and M. E. Ludlow. 1992. Florida manatee. pp. 190-200. In S. R. Humphrey (ed.).
Rare and Endangered Biota of Florida, Volume I. Mammals. University of Florida Press.
Gainesville. 392 pp.
U. S. Fish and Wildlife Service. 1996..Communication to the North Carolina Department of
Transportation. USFWS, Raleigh Field Office. Raleigh, NC. 4 pp.

8
cc:
Ted Bisterfeld, U. S. Environmental Protection Agency, Atlanta, GA
Ron Sechler, NMFS, Beaufort, NC
Michael Bell. U. S. Army Corps of Engineers, Washington Regulatory Field Office, Washington,
NC
Eric Alsmeyer, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office, Raleigh NC
David Timpy, U. S. Army Corps of Engineers, Wilmington Regulatory Field Office,
Wilmington NC
John Hennessy, NC Division of Water Quality, Raleigh, NC
David Cox, NC Wildlife Resources Commission, Northside, NC

~:
~~~~ 26 2002
May 9,2002 ------------------------
Regulatory Division
Action ID No. 200101169, 200101170, 200101171, 200 1 0 1 1 72, 200101174,
200101175, and 200200726.
Mr. William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis
1548 Mail Service Center
Raleigh, N.C. 27699-1548
Dear Mr. Gilmore:
Reference your letters February 18, 2002, March 1, 2002, March 18, 2002, and
Apri124, 2002 regarding our scoping comments on the following proposed bridge
replacement projects:
1. TIP Project No. B-4268, Bridge No. 150 on SR 1006 over Little Coharie Creek,
Sampson County, Action ID 200101169.
2. TIP Project No. B-4272, Bridge No. 191 on SR 1845 over Great Coharie Creek,
Sampson County, Action ID 200101170.
3. TIP Project No. B-4031, Bridge No. 72 on NC 179 over Jinnys Branch,
Brunswick County, Action ID 200101171.
4. TIP Project No. B-4223, Bridge No. 21 on NC 210 over NE Cape Fear River,
Pender County, Action ID 200101172.
5. TIP Project No. B-4214, Bridge No. 24 on US 17 over New River, Onslow
County, Action ID 200101174.
6. TIP Project No. B- 4215, Bridge No. 19 on NC 210 over Stones Creek, Onslow
County, Action ID 200101175.
7. TIP Project No. B-1382, Action ID 200200726, no information provided.
Based on the information provided for each project in the referenced letter (except
TIP Project No. B-1382) and jurisdictional delineations conducted on October 9, 2001, it
appears that each proposed bridge replacement project may impact jurisdictional wetlands.
Department of the Army (DA) permit authorization, pursuant to Section 404 of the Clean
Water Act of 1977, as amended, will be required for the discharge of excavated or fill
material in waters of the United States or any adjacent wetlands in conjunction with these
projects, including disposal of construction debris. Specific permit requirements will
depend on design of the projects, extent of fill work within the waters of the United States,

including wetlands, construction methods, and other factors.
Although these projects may qualify as a Categorical Exclusion, to qualify for
nationwide permit authorization under Nationwide Permit #23, the project planning
report should contain sufficient information to document that the proposed activity does
not have more than a minimal individual or cumulative impact on the aquatic
environment. All activities, including temporary construction, access, and dewatering
activities, should be included in the project planning report. Our experience has shown
that replacing bridges with culverts often results in sufficient adverse impacts to consider
the work as having more than minimal impacts on the aquatic environment. Accordingly,
the following items need to be addressed in the project planning report:
a. The report should contain the amount of permanent and temporary impacts to
waters and wetlands as well as a description of the type of habitat that will be affected by
the proposed project.
b. Off-site detours are always preferable to on-site (temporary) detours in wetlands.
If an on-site detour is the recommended action, justification should be provided that
demonstrates that alternatives with lower wetland impacts are not practicable. On-site
detours, unless constructed on a spanning structure or on a previous detour that was used
in a past construction activity, can cause permanent wetland impacts due to sediment
consolidation resulting from the on-site detour itself and associated heavy equipment.
Substantial sediment consolidation in wetland systems may in turn cause fragmentation of
the wetland and impair the ecological and hydrologic functions of the wetland. Thus, on-
site detours constructed in wetlands can result in more than minimal wetland impacts.
These types of wetland impacts will be considered as permanent wetland impacts. Please
note that an onsite detour constructed on a spanning structure can potentially avoid
permanent wetland impacts and should be considered whenever an on-site detour is the
recommended action. For projects where a spanning structure is not feasible, the
NCDOT should investigate the existence of previous onsite detours at the site that were
used in previous construction activities. These areas should be utilized for onsite detours
whenever possible to minimize wetland impacts.
For proposed projects and associated on-site detours that cause minimal losses of
wetlands, an approved wetland restoration and monitoring plan will be required prior to
issuance of a DA nationwide or Regional general permit. For proposed projects and
associated on-site detours that cause significant wetland losses, an individual DA permit
and a compensatory mitigation proposal for the unavoidable wetland impacts may be
required.
In view of our concerns related to onsite detours constructed in wetlands, a cursory
determination was made on the potential for sediment consolidation due to an onsite
2

detour at each of the proposed project sites. Based on these inspections, potential for
sediment consolidation in wetlands exists at several of the proposed projects. Therefore,
it is recommended that geotechnical evaluations be conducted at each project site to
estimate the magnitude of sediment consolidation that can occur due to an on-site detour
and the amount of undercutting that may be necessary. The results of this evaluation
should be provided in the project planning report. Based on our field inspections, we
strongly recommend that geotechnical evaluations be conducted at each of referenced
proposed project sites. The following projects are considered as "red "projects as
described in your letter of February 18, 2002.
1. TIP Project No. B-4268, Bridge No. 150 on SR 1006 over Little Coharie Creek,
Sampson County, Action ID 200101169.
2. TIP Project No. B-4031, Bridge No. 72 on NC 179 over Jinnys Branch,
Brunswick County, Action ID 200101171.
c. Project commitments should include the removal of all temporary fills from
waters and wetlands and "time-of-year" restrictions on in-stream work if recommended
by the NC Wildlife Resources Commission. In addition, if undercutting is necessary for
temporary detours, the undercut material should be stockpiled on an upland site and later
used to restore the site.
d. All restored areas should be planted with endemic vegetation including trees, if
appropriate. For projects proposing a temporary onsite detour in wetlands, the entire
detour area, including any previous detour from past construction activities, should be
removed in its entirety.
e. The report should provide an estimate of the linear feet of new impacts to
streams resulting from construction of the project.
f. If a bridge is proposed to be replaced with a culvert, NCDOT must demonstrate
that the work will not result in more than minimal impacts on the aquatic environment,
specifically addressing the passage of aquatic life including anadromous fish. The work
must also not alter the stream hydraulics and create flooding of adjacent properties or
result in unstable stream banks. In addition, the report should address the impacts that the
culvert would have on recreational navigation.
g. The report should discuss and recommend bridge demolition methods and shall
include the impacts of bridge demolition and debris removal in addition to the impacts of
constructing the bridge. The report should also incorporate the bridge demolition policy
recommendations pursuant to the NCDOT policy entitled "Bridge Demolition and
Removal in Waters of the United States" dated September 20, 1999.
3

h. Lengthening existing bridges can often benefit the ecological and hydrological
functions of the associated wetlands and streams. Most bridge approaches are connected
to earthen causeways that were built over wetlands and streams. Replacing these
causeways with longer bridges would allow previously impacted wetlands to be restored.
In an effort to encourage this type of work, mitigation credit for wetland restoration
activities can be provided to offset the added costs of lengthening an existing bridge. Of
the referenced project sites, TIP Project No. 4031 connects to a 170 foot long causeway
through coastal wetlands. It is recommended that this causeway be replaced with a bridge
and associated wetland areas be restored.
i. Based on the information provided and the recent field investigations of the
referenced project sites, the apparent level of wetland impacts and scope of the following
projects warrant coordination pursuant to the integrated NEPA/Section 404-merger
agreement:
1. TIP Project No. B-4268, Bridge No. 150 on SR 1006 over Little Coharie Creek,
Sampson County, Action ID 200101169.
2. TIP Project No. B-4031, Bridge No. 72 on NC 179 over Jinnys Branch,
Brunswick County, Action ID 200101171.
j. You have requested that the referenced projects be given a designation of
"Red", "Green" or "Yellow" as explained in your letters. Projects designated as "Red"
by our office are specified above. The remaining projects will be considered "yellow"
projects. We believe that the "green" designation is misleading and should not be used.
Should you have any questions please call Mr. David L. Timpy at the Wilmington
Field Office at 910-251-4634.
Sincerely,
E. David Franklin
NCDOT Team Leader ger
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island

1
Beaufort, North Carolina 28516
Mr. John Dorney
NCDENR-DWQ
Wetlands Section
1621 Mail Service Center
Raleigh, NC 27699-1621
Mr. Doug Huggett
North Carolina Division of
Coastal Management
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. David Cox
Highway Coordinator
North Carolina Wildlife Resources Commission
1141 I-85 Service Road
Creedmoor, North Carolina 27522
Mr. Howard Hall
United States Fish & Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Allen Pope, PE
North Carolina Department of Transportation
Division 3
124 Division Drive
Wilmington, North Carolina 28401
Ms. Kathy Matthews
Wetlands Regulatory Section
USEPA/EAB
980 College Station Road
Athens, GA 30605
5

~' ~`"°'
~~~~
,.
•~~:,.~-
North Carolina Department of Cultural
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
December 20, 2002
MEMORANDUM
TO: Greg Thorpe, Manager
Project Development and Environmental Analysis Branch
NCDOT Division of Highways
FROM: David Brook ~~*~ `- ;!,-,: ~` :~:~ t r i4~r ~~; ~`_--
SUBJECT: Replacement of Bridge No. 19 over Stone Creek on NC 210, B-4215
Onslow County, ER02-8582
Thank you for your letter of October 24, 2002, concerning the above project.
~~~~1~~~
~.~~drtd ~ ~~~,
urc . ~
Division of ~~Ii~Yoical~iie~b~tt ~'G
David J. Olson l~`lr~~t;:~~~
~~yy~~9ti ~.4 ~ ry ~1.~
is l~ p~ °3 }i 7 ; ~ 1 3 j ' M 1
y, j
{ 4 ~; ~ ~
~~i Yd~
~ " ~;~ t
We have conducted a search of our maps and files and located the following structure of historical or architectural
7ortance within the general area of this project:
Bridge No. 19
We recommend that a Department of Transportation architectural historian identify and evaluate any structures over
fifty years of age within the project area, and report the findings to us.
There are no known archaeological sites within the proposed project area. Based on our knowledge of the area, it is
unlikely that any. archaeological resources that may be eligible for conclusion in the National Register of Historic Places
will be affected by the project. We, therefore, recommend that no archaeological investigation be conducted in
connection with this project.
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.
DB:doc
cc: Mary Pope Furr
Matt Wilkerson
Location Mailing Address Telephone/Fax
Administration 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh 27699-4617 [phone].733-8653
Restoration 515 N. Blount St, Raleigh , NC 4613 Mail Service Center, Raleigh 27699-4613 [phone].715-4801
Survey & Planning 515 N. Blount St, Raleigh, NC 4618 Mail Service Center, Raleigh 27699-4618 [phone].715-4801

•,a STATf,y
~'~ •^' T~ ia,~
~~
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook. Administruor
Michael F. Easley, Govcmor
Lishcth C. C-vans, Sncrctarv
JrlTrcy 1. Cruw, Deputy Secretary
O(licc of Archiv~w and History
Nlay ~, ~ou2

TU: William D. Gilmore, i~ianager
Project Development and Environmental Analysis Branch
Division of Highwat~s
Department oE'1'ransnortation ~ ~ ~ ~,
FRONT: David Brook ~ O L(i)lt..
~~
Division of Historical Resources
David J. Olson, Director
R~~E/~
0
o MQY ? 2oa2
av
~oy~F ~~ ~~~ ~c
'j'r SEC O PN-~N
~~ ANALYS'~%
SUBJECT: Replace Bridge 19 on NC 19 over Stone Creek, B-4215, Onslow Count), ER 02-8582
Thank you for your memorandum. of September 25, 2001, concerning the above project.
Because the Department of Transportation is in the process of surveying and evaluating the National
Register eligibility of all of its concrete bridges, we are unable to comment on the National Register
eligibility of the subject bridge. Please contact Mary Pope Furr, in the Architectural History Section, to
determine if further study of the bridge is needed.
There are no known archaeological sites within the project area. Based on our knowledge of the area, it is
unlikely that any archaeological resources that may be eligible for conclusion in the National Register of
Historic Places will be affected by the project. We, therefore, recommend that no archaeological
investigation be conducted in connection with this project.
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.
DB:kgc
cc: Mart• Pope Furr, NCDOT
Location !1lailia<~ ~~dtJress Telephone/Fax
\dministration illl V. Blounl Sl. Raleigh. NC 4h17 i`lail Service Center. Raleigh 21699-4617 [phone] •733-8653
Restoration 51 ~ V. Blount 5t. Raleigh . vC 4h13 :,tail Scivicc Center, Raleigh 27699-4613 (919) 733-65=17 •715-4801
Survey \ I'lannin,, > I ~ \ 131~auil St. Raleigh. ~iC 4h11 Mail Scn icr Ccnler. Raleigh 27699-.1618 191~>) 733-4763 •71>-4801

y
~ Fec%rcrl.4id # BRSTP-0210(3) TIP # B-421 County: Onslow
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR
_ THE NATIONAL REGISTER OF HISTORIC PLACES
Project Description: Replace Bridge No. l9 on NC 19 over Stone Creek
On 10/01/2002, 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
n / 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 are no properties less than fifty years old which are considered to meet Criteria Consideration G within the
project's 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
gr j ~ t~ ~ ~ q _ is considered not eligible for the National
Register add 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 project.
There are no historic properties affected by this project. (Attach any notes or documents as needed
Signed:
Representati C T Date
L~ I U Z
FHWA, for the ivision Admin trator, or of deral Agency Date
~ ~ -O,_
~~
Rep esentative, HPO Date
State Historic Preservation Officer Date
if a survey report is prepared, a final copy of this form and the attached list will be included.

O~O~ W A T ~9QG
> ~
o ~
September 6, 2002
Memorandum
To: Mike Penney, NCDOT, Project Development & Environmental Analysis
n
From: John Hennessy ~ ~~
Subject: Scoping comments on the proposed bridge replacement of Bridge Number 19 on NC 210 over Stones
Creek in Onslow County, TIP B-4215.
Reference your correspondence dated May 10, 2002 in which you requested comments for TIP project B-4215.
Preliminary analysis of the project reveals the potential for impacts to an unnamed tributary to Stones Creek (DWQ
Index No. 19-30-3, SA, HQW) in the White Oak River Basin and potential associated wetlands. Further
investigations at a higher resolution should be undertaken to verify the presence of other streams and/or
jurisdictional wetlands in the area. In the event that any jurisdictional areas are identified, the Division of Water
Quality (DWQ) requests that NCDOT consider the following environmental issues for the proposed project:
A. DWQ would prefer the new bridge design to minimize the number of bridge deck drains that discharge
directly into surface waters. Please consider a stormwater collection that drains all stormwater to a '
stormwater treatment device. If such a design is not practical, then a design that minimizes direct discharge
to surface waters through collection of some of the stormwater and discharging into a stormwater treatment
device is preferred.
B. If the old bridge is removed, no discharge of bridge material into surface waters is preferred. Strict
adherence the Corps of Engineers guidelines for bridge demolition will be a condition of the 401 Water
Quality Certification
C. The number of bridge bents placed in surface waters should be minimized.
D. Use of jetting to install bridge bents is not preferred. Use of jetting for installation will need to be authorized
in the 401 Water Quality Certification.
E. The post-construction removal of any temporary bridge structures will need to return the project site to its
preconstruction contours and elevations. The revegetation of the impacted areas with appropriate native
species may also be necessary.
F. The NCDOT will need to adhere to all appropriate in-water work moratoriums (including the use of pile
driving or vibration techniques) prescribed by the NC Wildlife Resources Commission, the US Fish and
Wildlife Service, and National Marine Fisheries Service.
G. Any onsite detour will need to be constructed with a temporary bridge that spans all wetlands and surface
waters. No fill into the adjacent surface waters or wetlands is preferred for the referenced project. Issuance
of the 401 Water Quality Certification will likely be contingent on that condition being met.
H. The NCDOT shall strictly adhere to sediment and erosion control Best Management Practices as described
for High Quality Waters entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0024)
throughout design and construction of the project.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
~~
t~t/DE~
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

o~CF ~~I A T F,9QG
>_
p '~
I. The project may require a State Stormwater permit issued by the NC Division of Water Quality. Please
contact the appropriate regional office to ascertain its potential applicability.
New Stormwater draining from the proposed project cannot be discharged directly into SA waters. Rather, an
infiltration basin designed according to the NC Division of Water Quality Stormwater requirements may be
required.
K. The document should provide a detailed and itemized presentation of the proposed impacts to wetlands and
streams with corresponding mapping.
L. There should be a discussion on mitigation plans for unavoidable impacts. If mitigation is required, it is
preferable to present a conceptual (if not finalized) mitigation plan with the environmental documentation.
While the NCDWQ realizes that this may not always be practical, it should be noted that for projects
requiring mitigation, appropriate mitigation plans will be required prior to issuance of a 401 Water Quality
Certification.
M. Review of the project reveals that no hazardous spill catch basins will likely be required for this project.
N. Wetland and stream impacts should be avoided (including sediment and erosion control structures/measures)
to the maximum extent practical. If this is not possible, alternatives that minimize wetland impacts should be
chosen. Mitigation for unavoidable impacts will be required by DWQ for impacts to wetlands in excess of
one acre and/or to streams in excess of 150 linear feet.
O. Borrow/waste areas should not be located in wetlands. It is likely that compensatory mitigation will be
required if wetlands are impacted by waste or borrow.
P. If foundation test borings are necessary; it should be noted in the document. Geotechnical work is approved
under General 401 Certification Number 3027/Nationwide Permit No. 6 for Survey Activities.
Q. In accordance with the NCDWQ Wetlands Rules { 15A NCAC 2H.0506(b)(6) }, mitigation will be required
for impacts of greater than 1501inear feet to any single perennial stream. In the event that mitigation
becomes required, the mitigation plan should be designed to replace appropriate lost functions and values. In
accordance with the NCDWQ Wetlands Rules { 15A NCAC 2H.0506 (h)(3) }, the Wetland Restoration
Program may be available for use as stream mitigation.
R. Sediment and erosion control measures should not be placed in wetlands.
S. While the use of National Wetland Inventory (NWI) maps, soil surveys, and other landscape scale analysis
techniques are useful office tools, their inherent inaccuracies require that qualified personnel perform onsite
wetland delineations prior to permit approval.
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
John Hennessy at [phone].
cc: US Army Corps of Engineers Wilmington Field Office
Howard Hall, USFWS
David Cox, NCWRC
Cathy Brittingham, NC Division of Coastal Management
Personal Files
File Copy
C:\ncdot\TIP B-4031 \comments\B-4031 scoping comments.doc
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

' Subject: Bridge Replacement Projects CFY 2005
s~~~ ,,, . Date: Tue, 28 May 2002 13:05:27 -0400
~.-
From: Bill Arrington <[e-mail]>
Organization: NC DENR DCM
To: "William T. Goodwin" <[e-mail]>
CC: Cathy Brittingham <[e-mail]>
Mr. Goodwin,
I have visited each of the 14 bridge replacement sites included in your
March 1, 2002 letter, located in the 20 Coastal counties under the
jurisdiction of the Division of Coastal Management.
General comments regarding bridge replacement projects would include:
1. Existing access to coastal waters and land adjacent to coastal
waters should be preserved. This would include trails, driveways, roads,
boat ramps, clear channels, vertical clearance under bridges, parking
spaces, etc.
2. The design of storm water diversion should add treatment prior to
discharging. No storm water should be discharged to the waters and
wetlands in coastal areas. Deck drains discharging to waters or wetlands
should be eliminated from bridge replacements. Storm water collected
from bridges and approaches should be disposed of by infiltration as far
from the waters and wetlands as possible. The planning and design of
these replacements is crucial to protecting the surrounding water
quality. Bridges within one half mile of SA waters or ORW waters will
need special attention dedicated to storm water collection, treatment
and disposal.
3. Without specific proposals including accurate details of the
proposed bridge replacement structures and associated impacts, comments
included herein are general in nature and give no assurance of the
ability to permit any bridge replacement proposal in these locations.
Specific comments below are based on the assumption that the bridge
replacements would be of the same general width, length and on the
current alignment with no on site detour. Bridge replacements that vary
from this would usually cause greater environmental impacts and require
additional coordination with the resource agencies.
4. Any structure required to be built in wetlands or over the water
to facilitate the construction of the bridge replacement or a detour
around construction should be a temporary bridge.
Specific comments on the above referenced projects would include:
1. B-3611 in Beaufort County - RED LIGHT PROJECT - AEC's in the
project area include CW, CS, PTW, and PTS. The potential for
significant environmental impacts exists. Any project in this area will
require a high level of coordination with all resource agencies. The
existing bridge and causeway impacted the AEC's significantly and the
potential for mitigation involving restoration and enhancement credits
is great. ( including the abandoned roadbed to the west of the existing
road)
2. B-4024 in Beaufort County - GREEN LIGHT PROJECT - AEC's in the
project area include PTW and PTS. This project has the potential for
minimal impacts.
3. B-4026 in Bertie County - DCM has no jurisdiction
4.B-4031 in Brunswick County - RED LIGHT PROJECT - AEC's in the
I of 2 5/30/02 1 1:33 AM

project area include CW, CS and PTW. Construction of the existing bridge
has significantly impacted the AEC's. Restoration and enhancement
mitigation potential is as great as the potential to adversely effect
the AEC's.
5. B-4086 in Craven County - GREEN LIGHT PROJECT - AEC's in the
project area include PTW and PTS. Parking area as in the northwest
corner should be maintained.
6. B-4150 in Hertford County - YELLOW LIGHT PROJECT - AEC's in the
project area include PTW and PTS. Parking and access to the road along
the creek should be preserved.
7. B-4154 in Hyde County - DCM has no jurisdiction.
8. B-42.14 in Onslow County - YELLOW LIGHT PROJECT - AEC's in the
project area include PTW, PTS, CW, ES, EW. Wetlands surrounding this
bridge should be protected as much as possible. Tidal wetlands in the
northeast quadrant and wetlands in the Coastal Shoreline Buffer have the
greatest significance. There exists a moderate potential for mitigation.
9., ~ ~4° Onslow County - GREEN LIGHT PROJECT - AEC's in the
project area include PTW and PTS. A moderate potential for mitigation
may be possible with the lengthening of the bridge.
10. B-4219 in Pamlico County - RED LIGHT PROJECT - AEC's in project
area include CW, CS, PTW, PTS and EW. The existing bridge has impacted
the surrounding waters and wetlands. The inlet for this creek has closed
in and only has water exchange at high tide. The bridge needs to be
extended and the fill causeway removed. Great mitigation potential.
Should preserve parking spaces for public access.
11. B-4.221 in Pamlico County - GREEN LIGHT PROJECT - AEC's in
project area include PTS and PTW. Access to farm roads in NW and SE
quadrants should be preserved. A moderate potential for mitigation may
exist with lengthening the bridge and removing causeway.
12. B-4223 in Pender County - YELLOW LIGHT PROJECT - AEC's in the
project area include PTW and PTS. Any realignment or expansion of fill
slopes should move to the south to avoid impacts to the access and
business and residence on the north side of the bridge.
13. B-4227 in Perquimans County - GREEN LIGHT PROJECT - AEC's in the
project area include PTW and PTS. Access adjacent to the bridge should
be maintained.
14. B-4314 .in Washington County- GREEN LIGHT PROJECT - AEC's in
project area include PTW and PTS.
Thank you for providing DCM with the opportunity to comment on these
projects in advance of their planning. Advance notification of
environmental concerns should allow the design and permitting process to
work more smoothly.
Thank you,
Bill
2 of 2 5/30/02 1 1:33 AM

r~~ - ~
. ;,
. ,, r~,;
~"~ ~ j -°~-=-
~,~.
.~;
.. t~~,
.:~~
. ~ North CarolinaWildlife Resources Commission ~i
Charles R. Fullwood, Executive Director
TO: William T. Goodwin, Jr., PE, Unit Head
Bridge Replacement & Environmental Analysis Branch
FROM: David Cox, Highway Project Co ~diva~r
Habitat Conservation Program ~ / )~ _,~~~
DATE: May 22, 2002
SUBJECT: NCDOT Bridge Replacements:
Beaufort County -Bridge No. 77, NC 99, Pantego Creek, B-3611
Beaufort County -Bridge No. 136, SR 1626, Canal, B-4024
Bertie County - Bridge No. 45, SR 1110, Choowatic Creek, B-4026
Brunswick County -Bridge No. 72, NC 179, Jinnys Branch, B-4U31
Chatham County -Bridge No. 142, SR 2170, Meadow Creek, B-4065
Craven County -Bridge No. 10, SR 1111, Brices Creek, B-4086
Cumberland County -Bridge No. 85, I-95 Business, Cape Fear River, B-4091
Durham County -Bridge No. 5, SR 1616, Mountain Creek, B-4110
Eclgecombe County -Bridge No. 19, SR 1135, Cokey Swamp, B-4111
Franklin County -Bridge No. 15, SR 1106, Little River, B-4113
Granville County -Bridge No. 84, SR 1141, Tar River, B-4124
Greene County -Bridge No. 46, SR 1091, Wheat Stivamp Creek, B-4125
Greene/Lenoir Cos. -Bridge No. 49, SR 1434, Wheat Swamp Creek, B-4126
' Greene County -Bridge No. 43, SR 1438, Rainbow Creek, B-4127
Halifax County -Bridge No. 11, SR 1001, Jacket Swamp, B-4133
Harnett County -Bridge No. 35, NC 42, Norfolk and Southern Railway, B-4137
Hertford County -Bridge No. 67, SR 1118, Ahoskie Creek, B-4150
Hyde County -Bridge No. 108, SR 1340, Old State Canal, B-4154
Jones County -Bridge No. 7, SR 1129, Big Chinquapin Branch, B-4169
Lee County -Bridge No. 4, SR 1423, Gum Fork, B-4171
.Martin County -Bridge No. 5, SR 1417, Conoho Creek, B-4187
Nash County -Bridge No. 56, SR 1544, Tar River, B-4211
Onslow County -Bridge No. 24, US 17, New River, B-4214
Onslow County -Bridge No. 19, NC 210, Stones Creek,
Pamlico County -Bridge No. 65, SR 1304, UT to Neuse River, B-4219
Pamlico County -Bridge No. 4, SR 1344, South Prong Bay River, B-4221
Perquimans County -Bridge No. 69, SR 1222, Mill Creek, B-4227
Pitt County -Bridge No. 98, SR 1407, Conetoe Creek, B-4234
Pitt County- Bridge No. 118, SR 1538, Grindle Creek, B-4235
Randolph County -Bridge No. 34, SR 1304, Second Creek, B-4242
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, >\1C 27699-1721
Telephone: (91~)) 733-363.1 est. 2S l • Fay: (919) 71 ~-7(,-43

Bridge Memo ~ 2 May 22, 2002
Randolph County -Bridge No. 257, SR 2824, Vestal Creek, B-4245
Richmond County -Bridge No. 129, SR 1321, Big Mountain Creek, B-4247
Sampson County -Bridge No. 150, SR 1006, Little Coharie Creek, B-4268
Sampson County- Bridge No. 191, SR 1845, Great Coharie Creek, 'B-4272
Vance County -Bridge No. 3, ~SR 1107, Ruin Creek, B-4298
Wake County -Bridge No. 189, SR 2333, Little River, B-4305
Washington County -Bridge No. 29, SR 1163, Maul Creek, B-4314
Wilson County -Bridge No. 52, SR 1131, Turkey Creek, B-4327
Wilson County -Bridge No. 3, SR 1634, Great Swamp, B- 4328
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with 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:
1. 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.
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, NCDOT biologist Mr. Tim
Savidge should be notified. Special measures to protect these sensitive species maybe
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.

-Bridge Memo 3 May 22, 2002
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 areas 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 loner 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.
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:
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 maybe accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silled 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(s) during low flows to accommodate fish movement. If
culverts are longer 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, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.

Bridge Memo 4 May 22, 200
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. Culverts 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.
Inmost 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 clearuig 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. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands. If successful, the site maybe utilized as mitigation for the subject project or
other projects in the watershed.
Project specific comments:
1. Beaufort County -Bridge No. 77, NC 99, Pantego Creek, B-3611
YELLOW LIGHT. Biologists indicate that a bridge is preferred. There is potential for
wetland impacts at this location due to the width of stream and site elevation. Due to the...,:
potential for anadromous fish at this location, NCDOT should closely follow the "Strew.
Crossing Guidelines for Anadromous Fish Passage". This includes.a moratorium on
work within jurisdictional waters from February 15 to June 15.
2. Beaufort County -Bridge No. 136, SR 1626, Canal, B-4024
GREEN LIGHT. No concerns indicated by biologists. Standard conditions should be
. `appropriate.
3. Beaufort County -Bridge No. 136, SR 1626, Canal, B-4024
GREEN LIGHT. No concerns indicated by biologsts. Standard conditions should be
appropriate.
4. Bertie County -Bridge No. 45, SR 1110, Choowatic Creek, B-4026
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15.
5. Brunswick County -Bridge No. 72, NC 179, Jinnys Branch, B-4031 NCDOT
YELLOW LIGHT. Due to the potential for anadromous fish at this location,
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Pal s go"
This includes a moratorium on work within jurisdictional waters from February
June 15. There is also uld em elolaallomeasures ne e ~ wry tolavo d impactslto theset~s
location. NCDOT sho p Y
resources.

,Bridge Memo ~ _ May 22, 2002
6. Chatham County -Bridge No. 142, SR 2170, Meadow Creek, B-4065
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to the Cape Fear
Shiner, NCDOT should contact USFWS and NCWRC biologists for an on-site meeting
to discuss special measures to reduce potential adverse effects. Standard
recommendations apply.
7. Craven County -Bridge No. 10, SR 1111, Brices Creek, B-4086
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. Biologists indicate that a bridge is preferred. There is also the potential for
impacts to high quality wetlands at this site. NCDOT should avoid or minimize impacts
to these wetlands. Other standard recommendations apply.
8. Cumberland County -Bridge No. 85, I-95 Business, Cape Fear River, B-4091
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. Other standard recommendations apply.
9. Durham County -Bridge No. 5, SR 1616, Mountain Creek, B-4110
YELLOW LIGHT. Due to the DWQ water quality classification, we recommend High
Quality Sedimentation and Erosion Control Measures be used. Other standard
recommendations apply.
10. Edgecombe County -Bridge No. 19, SR 1135, Cokey Swamp, B-4111
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
~~ NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
~~' discuss special measures to reduce potential adverse effects. "Standard recommendations
apply.
11. Franklin County -Bridge No. 15, SR 1106, Little River, B-4113
RED LIGHT. Due to the potential for anadromous fish at this location, NCDOT should
closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage". This
includes a moratorium on work within jurisdictional waters from February 15 to .June 15.
There are records of state and federally listed mussels in the project vicinity. Therefore,
due to the potential for impacts to listed species we request that NCDOT perform a
mussel survey prior to the construction of this bridge. An on-site meeting should be held
with NCWRC and USFWS biologists, prior to the `404' permit application, to discuss
bridge design and construction. We request NCDOT incorporate High Quality
Sedimentation and Erosion Control Measures into the design of this project. Other
standard recommendations apply.
12. Granville County -Bridge No. 84, SR 1141, Tar River, B-4124
RED LIGHT. The Tar River supports a good fishery for sunfish, therefore, we
recommend a moratorium on work within jurisdictional waters from April 1 to June 15.
There are records of state and federally listed mussels in the project vicinity. Therefore,
due to the potential for impacts to listed species we request that NCDOT perform a
mussel survey prior to the construction of this bridge. An on-site meeting should be held
with NCWRC and USFWS biologists, prior to the `404' permit application, to discuss
bridge design and construction. We request NCDOT incorporate High Quality
Sedimentation and Erosion Control Measures into the design of this project. Other
standard recommendations apply.

fridge Memo 6 May 22, 2002
13. Greene County -Bridge No. 46, SR 1091, Wheat Swamp Creek, B-4125
YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Standard recommendations
apply.
14. Greene/Lenoir Cos. -Bridge No. 49, SR 1434, Wheat Swamp Creek, B-4126
YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Standard recommendations
apply.
15. Greene County -Bridge No. 43, SR 1438, Rainbow Creek, B-4127
YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Standazd recommendations
apply.
16. Halifax County- Bridge No. 11, SR 1001, Jacket Swamp, B-4133
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Standard recommendations
apply.
17. Harnett County -Bridge No. 35, NC 42, Norfolk and Southern Railway, B-4137
GREEN LIGHT. No comment.
18. Hertford County -Bridge No. 67, SR 1118, Ahoskie Creek, B-4150
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. Other standard comments apply. -
19. Hyde County-Bridge No. 108, SR 1340, Old State Canal, B-4154
GREEN LIGHT. Standard comments apply.
20. Jones County -Bridge No. 7, SR 1129, Big Chinquapin Branch, B-4169
YELLOW LIGHT. Big Chinquapin Branch supports a good fishery for sunfish;
therefore, we recommend a moratorium on work within jurisdictional waters from April 1
to June 15. There is also the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Other standard
recommendations apply.
21. Lee County -Bridge No. 4, SR 1423, Gum Fork, B-4171
GREEN LIGHT. Standard comments apply.
22. Martin County -Bridge No. 5, SR 1417, Conoho Creek, B-4187
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. Biologists indicate that a bridge is preferred. There is also the potential for
impacts to high quality wetlands at this site. NCDOT should avoid or minimize impacts
to these wetlands. Other standard comments apply.
23. Nash County -Bridge No. 56, SR 1544, Tar River, B-4211

Bridge Memo 7 May 22, 2002
YELLOW LIGHT. The Tar River supports a good fishery for sunfish; therefore, we
recommend a moratorium on work within jurisdictional waters from April 1 to June 15.
. If aquatic surveys indicate the potential for impacts to listed mussels, NCDOT should
contact USFWS and NCWRC biologists for an on-site meeting to discuss special
- measures to reduce potential adverse effects. Other standard recommendations apply.
24. Onslow County -Bridge No. 24, US 17, New River, B-4214 ,
YELLOW LIGHT. The New River is designated as a Primary Nursery Area on the
downstream side of the existing US 17 bridge. Due to the potential for adult and larval
stages of anadromous fish at this location, NCDOT should closely follow the "Stream
Crossing Guidelines for Anadromous Fish Passage". This includes a moratorium on
work within jurisdictional waters from February 15 to September 30. Other standard
recommendations apply.
25. Onslow County -Bridge No. 19, NC 210, Stones Creep-~ ~-
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium.on work within jurisdictional waters from February 15 to
June 15. Biologists indicate that a bridge is preferred. There is also the potential for
impacts to high quality wetlands at this site. NCDOT should avoid or minimize impacts
to these wetlands. Other standard comments apply.
26. Pamlico County -Bridge No. 65, SR 1304, UT to Neuse River, B-4219
YELLOW LIGHT. There is the potential for impacts to high quality coastal wetlands at
this location. NCDOT should employ all measures necessary to avoid impacts to these
resources. Other standard comments apply. -
27. Pamlico County-Bridge No. 4, SR 1344, South Prong Bay River, B-4221
~ YELLOW LIGHT. There is the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Other standard comments
apply. -
28. Pender County -Bridge No. 21, NC 210, NE Cape Fear River, B-4223
RED LIGHT. There are records of the federally listed Shortnose sturgeon in the NE
Cape Fear in the project area. Due to the potential for anadromous fish and Shortnose
sturgeon at this location, NCDOT should closely follow the "Stream Crossing Guidelines
for Anadromous Fish Passage". This includes a moratorium on work within
jurisdictional waters from February 1 to June 15. Biologists indicate that a bridge is
preferred. There is also the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Other standard comments
apply.
29. Perquimans County -Bridge No. 69, SR 1222, UT to Mill Creek, B-4227
YELLOW LIGHT. Due to the potential for anadromous fish at this location, NCDOT
should closely follow the "Stream Crossing Guidelines for Anadromous Fish Passage".
This includes a moratorium on work within jurisdictional waters from February 15 to
June 15. There is also the potential for impacts to high quality wetlands at this site.
NCDOT should avoid or minimize impacts to these wetlands. Other standard comments
apply.
30. Pitt County -Bridge No. 98, SR 1407, Conetoe Creek, B-4234
GREEN LIGHT. Standard comments apply.
31. Pitt County -Bridge No. 118, SR 1538, Grindle Creek, B-4235

Bridge Memo
S
May 22, 2002
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. There is also the potential
for impacts to high quality wetlands at this site. NCDOT should avoid or minimize
impacts to these wetlands. Other standard comments apply.
32. Randolph County- Bridge No. 34, SR 1304, Second Creek, B-4242
GREEN LIGHT. Standard comments apply.
33. Randolph County -Bridge No. 257, SR 2824, Vestal Creek, B-4245
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Other standard comments
apply.
34. Richmond County -Bridge No. 129, SR 1321, Big Mountain Creek, B-4247
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Other standard comments
apply.
35. Sampson County- Bridge No. 150, SR 1006, Little Coharie Creek, B-4268
YELLOW LIGHT. Little Coharie Creek supports a good fishery for sunfish; therefore,
we recommend a moratorium on work within jurisdictional waters from April 1 to June
15. There is also the potential for impacts to high quality wetlands at this site. NCDOT
should avoid or minimize impacts to these wetlands. Other standard comments apply.
36. Sampson County -Bridge No. 191, SR 1845, Great Coharie Creek, B-4272
YELLOW LIGHT. Great Coharie Creek supports a good fishery for sunfish; therefore,
we recommend a moratorium on work within jurisdictional waters from April 1 to June
15. Biologists indicate that a bridge is preferred. There is also the potential for impacts
to high quality wetlands at this site. NCDOT should avoid or minimize impacts to these
wetlands. Other standard comments apply.
37. Vance County -Bridge No. 3, SR 1107, Ruin Creek, B-4298
RED LIGHT. There are records of state and.federally listed mussels in the project
vicinity. Therefore, due to the potential for impacts to listed species we request that
NCDOT perform a mussel survey prior to the construction of this bridge. An on-site
meeting should be held with NCWRC and USFWS biologists, prior to the `404' permit
application, to discuss bridge design and construction. We request NCDOT incorporate
High Quality Sedimentation and Erosion Control Measures into the design of this project.
Other standard recommendations apply.
38. Wake County- Bridge No. 189, SR 2333, Little River, B-4305
RED LIGHT. The Little River supports a good fishery for sunfish, therefore, we
recommend a moratorium on work within jurisdictional waters from April 1 to June 15.
There are records of state and federally listed mussels in the project vicinity. Therefore,
due to the potential for impacts to listed species we request that NCDOT perform a
mussel survey prior to the construction of this bridge. An on-site meeting should beheld
with NCWRC and USFWS biologists, prior to the `404' permit application, to discuss
bridge design and construction. We request NCDOT incorporate High Quality
Sedimentation and Erosion Control Measures into the design of this project. Other
standard recommendations apply.

~.~
fridge Memo 9 May 22, 2002
39. Washington County -Bridge No. 29, SR 1163, Maul Creek, B-4314
GREEN LIGHT. Standard comments apply.
40. Wilson County -Bridge No. ~2, SR 1131, Turkey Creek, B-4327
RED LIGHT. Turkey Creek supports a good fishery for sunfish, therefore, we
recommend a moratorium on work within jurisdictional waters from April 1 to June 15.
There are records of state and federally listed mussels in the project vicinity. Therefore,
due to the potential for impacts to listed species we request that NCDOT perform a
mussel survey prior to the construction of this bridge. An on-site meeting should be held
with rdCWRC and USFWS biologists, prior to the `404' permit application, to discuss
bridge design and construction. We request NCDOT incorporate High Quality .
Sedimentation and Erosion Control Measures into the design of this project. Other
standard recommendations apply.
41. Wilson County -Bridge No. 3, SR 1634, Great Swamp, B- 4328
YELLOW LIGHT. If aquatic surveys indicate the potential for impacts to listed mussels,
NCDOT should contact USFWS and NCWRC biologists for an on-site meeting to
discuss special measures to reduce potential adverse effects. Other standard
recommendations apply.
NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the
vicinity of bridge replacements. Restoring previously disturbed floodplain benches should
narrow and deepen streams previously widened and shallowed during initial bridge installation.
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 sparring structures of some type, as opposed to pipe or box
culverts, is recommended in most cases. Spanning structures allow wildlife passage along
streambanks and reduce habitat fragmentation.
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
comment on these projects.
cc: USFWS, Raleigh

onslow Countu Schools
~Sugerintendent
Ronald B. Singletary p, p, Box 99, Jacksonville, North Carolina 28541-0099
Deputy Superintendent Phone [phone] FAX [phone]
Freddie S. Canady
ACSt Suverintendents
Jeffrey L. Hudson
Barbara B. Neurm.an
June 11, 2003
Mr. Elmo Vance
North Carolina Department of Transportation
Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
REF: TIP Project Number B-3851
Project 8.1262101: Replacement of Bridge No.19 on NC 210 over Stones Creek
Dear Mr. Vance;
Board of Education
Robert B. Gaskins, Chm.
Boyd Tisdale, V.Chm.
Margaret E. Brown
Lina Padgett-Parker
Brock Ridge
Ronnie Ross
Mary Ann Sharpe
Thank you for your notice of a citizen's informational workshop. We have carefully evaluated the impact of
traffic rerouting necessitated by the above reference project. Using our state-approved Transportation
Information Management System (TINS), our staff have determined that Alternative A (replacing the bridge in-
place with an off-site detour) will add significant costs to our transportation system.
Please see the attached memorandum dated June 9, 2003 from Ms. Barbara Justice-Rooks, TIMS Coordinator.
The costs of this detour route shall add approximately $10,632 per~month to our system for each month the
detour is in effect. During an anticipated austere budget year, this will be an unbearable burden to our system.
In addition, a detour shall unnecessarily lengthen the travel times of a great number of students within our
system.
I strongly urge you to consider Alternative B for rerouting traffic. This would replace the bridge in-place with
an On-Site (jPtl111T lo~atPd northPact of the exigting stn~c_.tt~re; Thank votl for ypl~r consic#eration of this re~lleSt. Tf
you have any questions, please do not hesitate to call.
Sincerely,
Jeffrey L. Hudson
Assistant Superintendent
Attachments (2)
CC: Senator Cecil S. Hargett, Jr.
Representative Jean R. Preston
Representative Keith P. Williams
Representative W. Robert Grady
Lanny Wilson, Board of Transportation Member
Louis Sewell, Board of Transportation Member
Dr. Ronald B. Singletary, Superintendent of Schools
Mr. Jeff Smith, OCS Transportation Director
Ms. Barbara Justice-Rooks, OCS TIMS Coordinator

~~11101d11C~U111
To: Jeff Hudson, Assistant Superintendent
Jeff Smith, Transportation Director
From: Barbara Justice-Rooks, T1MS Coordinator
Date: 6/9/2003
Re: Bridge Replacement -Bridge #19 over Stones Creek (Hwy 210)
The options that will be presented at the public workshop are 1) a detour down Hwy
172 from Wilmington hwy, and 2) an onsite detour relatively close to the existing
bridge. The latter will have little effect on school transportation. The first option will
have. an adverse affect on school transportation. Based on the 2002-2003 school
year there were 62 regular bus trips over this bridge daily.
Tlis included: Dixon Elementary -20 trips
Dixon middle/high -24 trips
New Bridge Middle -8 trips
- Exceptional Children -16 trips
A detour down hwy 172 will amount to an increase in mileage of 354.4 miles per
.day at an increase in cost of $531.60 per day, $2,658.00 per week, or $10,632.00 per
month.
1

County Commissioners
Delma Collins, Chairman
W. C. Jarman, Vice Chairman
Jack Bright
Fred Holt
Joseph R. McLaughlin
COUNTY OF ONSLOW
County Administration
Ronald B. Lewis, County Manager
~E\V EO
Q~
November 20, 2002
Dr. Gregory J. Thorpe .
Environmental Management Director
Project Development and Environmental Analysis
NC Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
N~~ 25 Ge~~ ~ Z
~Ls's.~~ ~ m~
ADO dh~,~IJP Q~rS~~
`,~o~'hiENT "~,'~ ~~P~~
Thank you for your letter dated October 24 in which you request our input, by
November 29, on certain construction projects pending for Onslow County. It goes
without saying that both projects mentioned, B-4214 and B-4215, are needed to
_~~ improve the quality of our roads.
Project B-4215, the replacement of Bridge No. 19 over Stone Creek on NC 210, is
desperately needed. This highway is well traveled daily and the residents are aware
of the need for this improvement. It appears this work would produce no obvious
adverse impact to the flow of traffic in this area. On the contrary, the replacement of
this bridge can only serve to improve travel on Hwy NC 210.
On the other hand, replacing the Hwy 17 Bridge over the New River, one of our
highest priorities, will not be accomplished quite so easily. I realize the hardships this
will place on our travelers, as the Hwy 17 Bridge provides the primary river crossing
between North and South Onslow County. The only apparent course would seem to be
to redirect traffic during this replacement, and would involve detouring vehicles to the
Old Bridge Street area of downtown Jacksonville.
This rerouting would funnel four lanes of 45 mile per hour traffic from Hwy 17 into a
two-lane street that has a speed limit of 20 miles per hour, and has a high volume of
pedestrian traffic in the area of the courthouses. There have been occasions where an
accident on Hwy 17 resulted in the rerouting of traffic to Old Bridge Street for just a
short time. My office is on Old Bridge Street and I have viewed first-hand the
congestion this creates. It is untenable to think this narrow street could withstand
such use on a daily basis.
118 Old Bridge Street O Jacksonville, NC 28540--4259 O Telephone: )910) 347-4717 O FAX: [phone]

~ -
Dr. Gregory J. Thorpe
November 20, 2002
Page Two
There does seem to be an alternative to take. The north-bound lane could be closed
during replacement and the south-bound lane diverted to two-way traffic. The reverse
would be done upon completion of the first phase of the replacement. This type of
traffic pattern was accomplished successfully during the replacement of the bridges
crossing the White Oak River on Hwy 24 at Swansboro.
The replacement of these bridges is of vital importance and Onslow County fully
supports the projects, and urges you io give informed thought to rerouting traffic in
the Hwy 17 Bridge area.
I appreciate the opportunity to comment on the impact these projects will have, and
trust that you will take the interest of our residents into consideration as you-plan for
the commencement of these projects.
Sincerely,
a ~~
Ronald B. Lewis
County Manager
mmr
C: Onslow County Board of Commissioners
Bill Price, Planning Director
118 Old Bridge Street O Jacksonville, NC 28540-4259 O Telephone: [phone] O FAX: [phone]

County Commissioners
Delma G. Collins, Chairman
W. C. Jarman, Vice Chairman
Jack T. Bright
Fred A. Holt
Joseph R. McLaughlin
COUNTY OF ONSLOW
January 31, 2002
Davis Moore
NC Department of Transportation
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Mr. Moore,
Departrnent of Emergency Services
Division of Emergency Medical Services
Thomas E. Thompson, Division Head
Steven AL Conrad, Deputy Division Head
Judith A. Costa, Captain
Beth R Himes, Captain
Deborah A. Jones, Captain
Roderick R Williams,ll, Captain
There are several concerns that our Emergency Medical Service and Fire
Service have addressed concerning renovation /restoration / re-construction of bridges
in Onslow County. We will try to address all our concerns in such a manner that can
be applied to all future bridge construction projects. You or your staff will be able to
address these concerns on a perpetual basis concerning Emergency Response
considerations for all future bridge construction in Onslow County. Our major concerns
are as follow:
1. Highway 210 bridge in Sneads Ferry-. Q-~f-al 5
The bridge will affect four (4) Fire Departments, (1) Rescue Squad, and (2) EMS
Stations that cover approximately 100 square miles of Onslow County. In some
cases fire, rescue, and EMS units may have to divert nearly fourteen miles
around the construction site. Time is critical when alife-threatening emergency
arises. It is during these times that road access becomes a major life safety
consideration.
a. Will the highway be completely impassible at any given time?
b. What are the expected traffic delays?
c. When known access has been discontinued for more than a
reasonable amount of time, will the Department of Transportation
notify Emergency 911 Dispatchers of the situation?
d. Construction on highway 210 could involve disruption of emergency
access to three schools. Two at highway 17, from the Sneads Ferry
side, and another closer to highway 172, which could be affected from
the highway 17 direction.
e. Will the bridge construction require disruption of the water system.
Water mains travel either side of highway 210. Water pressure is
important to providing fire protection at schools, local business', and
residential property.
1180 Commons Dr. North • Jacksonville, NC 28546 • [phone] • FAX [phone] • email: ocemed anco.onslow.nc.us

We are already experiencing some delays with bridges under
construction in two locations; Piney Green road and the bridge
leading from Swansboro; into Carteret County on Highway 24 East.
Arrangements have been made to contact the person in charge at
Swansboro bridge, (Gary Butters 252-241-1945) to pass along
Information relating to traffic control guards, concerning approach of
emergency vehicles.
g. Another area of concern with construction of the bridge on Highway
210 involves the school located near the 172 end, at four corners in
Sneads Ferry. This school serves as a citizen shelter during hurricane
season and construction could cause some unique problems during
that time. Relocating a hurricane shelter can have a number of
repercussions since shelters must meet specific guidelines, are
selected by multi-agency consideration, and are documented as
shelters at the State Emergency Management level.
2. New River Bridge on Highway 17S -Downtown Jacksonville - Q
a. If, as you suggest in your letter dated August 7, 2001, the road
was closed to traffic...the situation could become life
threatening due to the extreme traffic congestion and lack of
safe zones available, that would allow traffic to yield emergency
vehicles.
b. In addition, it is questionable if the narrow city streets of
downtown Jacksonville, which encompass several traffic lights
and sharp turns, could handle a re-route of four lanes of traffic;
reduced to one.
c. Commercial traffic could increase the potential danger of a
tanker truck accident with product release in the heart of city /
county government.
3. In closing, we are a county organization and have addressed these
concerns from a County Emergency Response perspective. We can and
have addressed the Medical Response concerns, both City and County.
We feel that a similar opportunity should be afforded to the Onslow County
Sheriffs Department, Jacksonville Police and Fire Departments. County
Fire Department jurisdictions are all located outside the City of Jacksonville.
Thank you for this opportunity. Our Fire and Medical Chief's and Supervisors consider
it very important for us to be aware of any situation that could delay or deny a timely
response to our citizens during any fire or medical emergency. If you have any further
questions, feel free to call this office, the Fire Marshal's Office (910-347-4270), or the
Director of Emergency Services, at the same number.
Emergency Me Ical Service - ounty Fire M hal
1180 Commons Dr. North • Jacksonville, NC 28546 • [phone] • FAX [phone] • email: ocemedat7.co.onslow.nc.us

24g w ~
Jacksonville, NC
- - ~+a
,.
Ons~ow C~urtty Sc~ools~T~o
J1~y10,2001
Davis Moore
NC Department of Transportation
Dear Mr. Moore:
In response to your request, there are approximately 42 bus crossings over bridge No. 19 over Stone
Creek, daily. This is likely to increase by 2005. In this area, any detour in effect for an extended
amount of time, wiIl result in a significant increase in transportation cost, for both mileage and driver
salary, above our projected costs. Please advise us as soon as possible of the length of time the
bridge will be closed and poss~le dates. An ideal situation for school transportation would be during
~~~~tmer-ksreak Thank you for your consideration
Sincercl}~,
Barbara Justice-books
T.I:M. S.'"Coordinator
~~~~-
,
..

•~ 1
,l
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
l
a
J
:i
t
J

a
l •
a
I
1
~v'
~v~.~
Project/Site: ~,~~~
:a~5 -- ~
No. ~ -i~K Date: ~~~
-~©~
,
.
Applicant/Owner: N~-fa©"~' `
County: ~I+S~Dh/
Investigator: ~51- State: /~L
Do Normal Circumstances exist on the site? a Community ID; ~4~ d
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID: (,u
Is the area a potential Problem Area? Ye N Plot ID: t~~-
(If needed, explain on reverse
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
` ~
1. `, Uri CgM`~IoAi4.J~.0.
~ r ,A
J' rT'~.
9.
2. 10.
4.~ ~I IItLS ~et'1pI~ AI al.J~ ~ ~/ ]~.~ 12.
5. •13.

7. ~4'V1~~h~ ~~ h'AC1Nv ~, ~ r Wt } 15.

Percent of Do gnant Species that are OBL, FACW or
FAC lexcludin FAC-) ~~j~ ~ /Q~ j
` ~

HYDROLOGY
-Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
-Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs -Inundated
-
Other Saturated in Upper 12 Inches
-
~No Recorded Data Available -Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Q Oxidized Root Channels in Upper 12 {nches
Depth of Surface Water: (in.) -
Water-Stained Leaves
'--7
Depth to Free Water in Pit: / ~ (in-) -Local Soil Survey Data
_FAC-Neutral Test
Depth to Saturated Sail: ~_(in.) -Other (Explain in Remarks)
Remarks:

cnu c
Map Unit Name i _
~(~ '
/
~
k
~
~)~,C.,
q,
QQ
(Series and Phase): 1i Drainage Class:
- ~ /1
~
Taxonomy (Subgroup): ~~ ,~ ~ ,~I Field Observations
~ ~1~~~..Q L9~ir~~ Confirm Mapped Type; Yes No
Profile Descriation:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) ,_(Munsell Moistl Abundance/Contrast _ Structure, etc.
yyR ~l~ ~--. ~ I
-~$~ ~. sy Vii- l ~~R y% ~~~ ~~i~- «t
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface layer in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
~( Gieyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
~.~~~~~ S~~S P~s~ti~-
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
s No (Circle) (Circle)
No
e No Is this Sampling Point Within a Wetland? Yes No
Approved by HQUSACE 2/92
HJ~
8/93 ''

~~ A
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: }~ ~: ~e~ i ~{tp, (.~~ ~", .- ~~,pf~ Cr~Lk Date: `~ 12~ (Ci
Applicant/Owner: NC, pC~~ County: _ t/ ~5 ~~,,/
Investigator: E~ j State: ~~
Do Normat Circumstances exist on the site? ~ o Community ID: ~yv
!s the site significantly disturbed (Atypical Situation)? Yes Transect ID: t„/ A ~3
Is the area a potential Problem Area? Yes® Plot ID:
(If needed, explain on reverse
VEGETATION
s
i

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Caro;nt~~ s ~~~~n;~w `T" ~ 9. 1ox;~~Z,,~~wti n~;c~~ 1~ ~A-~--
2.
3. ~L~~,~.5 'GUtir~ ~~40.
.~
W
1'
~, 10.
11.
4.~L~'~t AaV;G. S ~~
//
~f`r~.. 12.
5. ct. {~~/ G ~J "~ 13.
6.
7. j.u,~,l
Cirb
)
~
~RC~! 14.
15
A
~
w. .
8. 16.
Percent of Dominant Species that
FAC (excludin
FAC-) are OBL , FACW or `'~/~ _ !~~
~ /
g
Remarks:
t~,
l
~- b
~
~
~~v1ao ~
~
~
1s-~ ~
HYDROLOGY
-Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:

-Stream, Lake or Tide Gauge _
Primary Indicators:
-Aerial Photographs -Inundated
Other -Saturated in Upper 12 Inches
-
~No Recorded Data Available -Water Marks
-Drift Lines
-Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: -
Secondary Indicators (2 or more required):

Depth of Surface Water:
fin
) -Oxidized Root Channels in Upper 12 Inches
. _Water-Stained Leaves
Depth to Free Water in Pit: ~(~ (in.) -Local Soil Survey Data

~ _FAC-Neutral Test
Depth to Saturated Soil: ~ ~
(in.) -Other (Explain in Remarks)
Remarks:
I 1~O 1 ~
cj~c~~ I`S 1Ni'e-5~ r~
, Y ,

cntt c
Map Unit Name (,~~
(Series and Phase): ~11~,C. Ci.~C~L~-.
~Q-~1 Drainage Class:
"~ Field Observations
Taxonomy (Subgroup): ~ ~{~ ~ L 1 `~1,~0.q Confirm Mapped Type: Yes No
Profile Descriation:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) AbundancelContrast Structure. etc.
~°~R 6~~
3~. I dot R `~ ~~ --
~~ / oy R s/y o~ R `~ ~~ ~?.n~- S ~
1 ~-~~ I o~~R'~Ca i ~~2 yl~ ~ ~ ~,
Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:

WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Ye No (Circle)
Yes
Yes No
(Circle)
Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HQUSACE Zl9Z
HJL
8/93

(']' H
1
DATA FORM
ROUT{NE WETLAND DETERM{NATION
(7987 COE Wetlands De{ineafion Manual)
ProjectlSite: a ~ ~~ ~ ~ ~~ Date: ~'~a 7/v~
ApplicantlOwner, ~v (~~ ! Coun
tY- d/^rSIO~
{ Investigator: f$,Z State: /VL
Do Normal Circumstances exist on the site? Yes No Community ID.
Is the site significantly disturbed (Atypical Situation)? Yes o Transect ID: ~~'~S
Is the area a potential Problem Area? ~ (/
Yes o Plot ID.
,~ ()f needed, explain on reverse
VEGETATION
HYDROLOGY
-Recorded Data IDescnbe in Remarksl:
~. -Stream- Lake or Tide Gauge
_Aerial Photographs
-Other
_No Recorded Data Available
Field Observations:
j Depth vi Svriace Water.
{in.
Depth to Free Water in Pit•
i fn.)
Depth to Saturated SoiT_ !~ (~ I;,.r !
Wetland Hydrology lndcators:
Primary lndreators:
-Inundated
Saturated in Upper t2 Inches
-Water Marks
Drift Cines
Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators 12 or more required?:
,___~xidi7ed Root Channels in Vpper 12 Inches
Water-Stained leaves
-local Soil Survey Data
FAC Neutral Test
-Other IEaplain in Remarks)
Remarks: ~ ~}

SOILS
Map Unst Name //Il
C1L~ ~~~ /~
ries and Phase): .ca k ~ I(J4f~1 Drainage CTass: ~~/y
{S
e
SS Wield Observation
-~- Lf
Taxonomy lSubgrovp)' ~v0i L T (u/~~u~ K-~ Confirm Mapped Type; Yes No
Profile Descriation-
Depth Matrix Color Mottle Colors Mottle Te~cturc, Concretions.
trrches Horizon tMvnseA Moist) tlVhmseD Moist) AbundancelContiast _ Sttuctvre. etc.
D~ ~ ia~Y~ ~~l 5~y1
~ '~+ ~B~.S// ~y
Hydric Sol indicators:
Histosol _ Concretions
_
F-Gstic Epipedon
_ _ High Organic Content in Surface layer in Sandy Sols
_
Sulfidre Odor _ Orgarvc Streaking in Sandy Soils
_
_ Agvic Moisture Regime _ Listed on Local Hydric Sols list
Reducing Conditions _ listed on Nations! Hydric Soils List
Gleyed or Low-Chroma Colors _ Other {Explain in Remarks)
Remarks:
WEZLAND DETERMINATION

Hydrophytic Vegetation Present? -Yes No {Circle) (Circle)
Wetland Hydrology Present? Ye
? Yes
dri
H
il
P No
No Is this Samp~ng Point Within a Wetland? Ye No
,
resent
y
c So
s
~;. J
r' Remarks:
Approved by HQUSACE 2192
HJL
8/93

SOILS
Map. Unit Name
~~~ ~ ~t
d Pt
l
i .~,{ ~/ ` ~(_ _~ ~ ~[
'~ Drainage Class: ~~ [rt~~ t-`
tyv~ ~OQi"'t /C
,ase
=
es an
(Ser .
~--- -f Held Observations
Taxonomy lSubgroupl: j ~rf7jC ~~~~ ~r.5 Confirm Mapped Typc_ Yes No
profile Descnption-
pe~h Matrix Cola Moue Colors Mottle Te~rturt-- Cosrcretsons,
rrxhes Horizon {MtmseA Moistl J,Mvnse6 Moist) Aborrdance/CoR ast _ _ Stnrcttire. etc.

sy sl3
,-~ a a~s ~1g ~P.~id,-s~;,~ r~.~ ~,~ 5~
.
~
)iydric Sol Indicators
Histosol _ Concretions
_
Histic Eprpedon
_ _ High Organic Content in Surface layer in Sandy Sols
_
Su15dGc Odor _ Orgarvc Streaking in Sandy Sois
_
Aquie Moisture Regime _ Listed on Local Hydric Sols list
_
Reducing Condrtions
- _ listed on National Hydric Soils List
_
Gleyed or Low-Chroma Colors _ Other (F~eplain in Remarks)
Remarks:
WETLAND DETERMINATION

Hydrophytic Vegetation Present? Yes No ICirde) (Circle)
Wetland Hydrology Present? es
No
Y
Is this Sampling Point Within a Wetland? Yes No
es
Hydrie Soils Present?
4
Remarks:
Approved by HQUSACE 2192
HJL
8/93

;-~ n

DATA FORM
ROUTINE WETLAND DETERMINAT)ON
(1987 COE Wetlands Delineation Manual)
Project/Site: ~~ ' `~a /.~ ' ~ Date: ~- ~-7-Q~
ApplicantJOwner_ ,/l.'C j~ Q ]'

' Coun
ry=
O
rsl~ sa
Investigator: ~
~$,~ _
State: ti ~
~ Do Normal Circumstances exist on the site?
I
h ~ No Communi ID:
~ ~~
s t
e site significantly disturbed [A ecal Situation)?
typ
I
h es
Y ~ Transect ID: ~A //
s t
e area a potential Problem Area? ~'~'
Yes Plot ID:
(-f needed, explain on reverse "''~
VEGETATION
a
HYDROLOGY
~ _Recorded Data IDescnbe in Remarks):
' Stream. Lake or Tide Gauge
~: -
_Aerial Photographs
Other
i
t! 11-o Recorded Data Available
i Field Observations:
i
Depth of Surface Water- .~ I;n )
Depth to Frec Water in pit: ~ hn )
Depth to Saturated Soil_ ~ I;n )
Wetland Hydrology Indicators:
Primary Indicators:
-Inundated
_~/Saturated in Upper 12 inches
-Water Marks
Dritt lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required)-
_Ozidi7ed Root Channels in Upper 12 Inches
Water-Stained leaves
local Solt Survey pata
_FAGNeutral Test
-Other IEaplain in Remarks)
Remarks S~ / / /J
{•~~j ~ Sa.c%¢~ r

i
4
1
J
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
W~ 1n1-e~
V11~G
W .D
Project/Site: _,~ ~;~ ! y0. `1 01,~~ `- 5.5 ~`~-K Date: `~ ~a~~ ~
Applicant/Owner: - y L~d~' County: ~j~ iOl./
Investigator: ~s,~ State: ~ ~
^
Do Normal Circumstances exist on the site? ~Yesp'~o Community ID: ~
Is the site significantly disturbed (Atypical Situation}? Yes~N~ Transect ID: ~Jg._
Is the area a potential Problem Area? Yes Plot ID: ~~-
(If needed, explain on reverse
VEGETATION
Dominant Plant Species
,.CQ~an~ 4t~1~„4~,~. Stratum
T Indicator
~~ Dominant Plant Species Stratum Indicator
9-
2.
3. ~~~~ ~aPO~+~n~~
~
~ , ~.
11.
4. ~ ~.Q-~ ~ M,t,vv~ ~ ~~ 12.
5. ,,
s •
~~fi
Q-1~`I M UM
~S14~~i O-
~
~ 13.
14.
`
1
l j, (
8. hi e~ ~ 1 ~ ~~~ 16.
Percent of Dominant Species that are OBL, FACW or
FAC (excluding FAC-) ~p j~ r~~~/
/// / a
Remarks:

HYDROLOGY
-Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
-Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs -Inundated
-
Other Saturated in Upper 12 Inches
-
~No Recorded Data Available -Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):

Depth of Surface Water: ~ (in.) Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves

Depth to Free Water in Pit: ('n•1 -Local Soil Survey Data
_FAC-Neutral Test
Depth to Saturated Soil: ~_(in.) -Other (Explain in Remarksl
Remarks:

snn S
Map Unit Name ~A ` ~~
(Series and Phase): ''(` Al m
VN~, Drainage Class:
Field 06servations
e: Yes No
~ Confirm Ma
ed T
~
Taxonomy (Subgroup):
yA~ G pp
VO~~ii U4.tti yp
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist} (Munsell Moist) Abundance/Contrast Structure. etc.
~ ~oyR 31I -- - S~~ J~~

Hydric Soil Indicators:
Hisiosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surface lay er in Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors ~ Other (Explain in Remarks)
Remarks:
1~~ ~,.>> ~ so.~ p~
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HQUSACE 2/92
HJL
8/93

j
i
e
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
~Q
-W` ~- (.l,P ~~
W~
Project/Site: _~*:~vla_, i~or -115 S~~ ~~ Date: ~ I
~
:~IQ~
Applicant/Owner: ~~ (SOT' ~
*
County: ynS f per/
Investigator: ~jZ State: ~~
Do Normal Circumstances exist on -the site? ~ No Community ID; ~q~~~,~
Is the site significantly disturbed (Atypical Situation)? Yes® Transect ID: w(~
Is the area a potential Problem Area? Yes Plot ID: (,(~~~j
(If needed, explain on reverse ~`-~
VEGETATION
Dominant`tPlant Species p
t . ~,i4a u>' cla,~.~u- S~I-y ~~;~-~
~ Stratum
~ )ndicator
~' ~-~,~ Dominant Plant Species St`rartum Indicator
s. V -'t'~ S ~O N.t.nd ,V~O ~; Q V
. ~ ~
3.C~,M)IA,~~ ~il1t'Qnx1 ~ ~(~G 11.
4- ~Cl l~~ G ~
_~~_ ~ ~ 12.
5.
`_ `_
6.
r: u_ Q
~tC~.s
SQ~-IAA
~
~_~ 13.
14.
//~~
1
f
7. /'N`t~i~Q.JVlO~. ~ C~l`~'A~Y 1 ~M,1Nt ~ ~~~ 15.
8. ~1,M~0. ~ ~ 16.
Percent of Dominant Species that are OBL, FACW or
FAC (excluding FAC-) .~
~/<~ ` ~~ ~,
Remarks:
HYDROLOGY
-Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
-Stream, Lake or Tide Gauge Primary Indicators:
-Aerial Photographs -Inundated
Other -Saturated in Upper 12 Inches
-
~No Recorded Data Available -Water Marks
Drift Lines
-Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: -
Secondary Indicators (2 or more requiredl:

Depth of Surface Water: (~
`J
(in
- -Oxidized Root Channels in Upper 12 Inches
. Water-Stained Leaves
Depth to Free Water in Pit: `am
7/ d" (in,l _
-Local Soil Survey Data

~ _FAC-Neutral Test
Depth to Saturated Soil: ~~ (in,) -Other (Explain in Remarks)
Remarks:

r
JVILJ
Map Unii Name \ (I,_, ,,,,
M
C
ls ( - -•-
~ Drainage Class:
~CL ~t^,
~f,~~
..0.
'ClL~
(Series and Phase}; f
i
~r
` I Field Observations
ed Type: Yes No
~ Confirm Ma
~
~
~
L
L
Taxonomy lSubgroup): 1 pp
C} 17
~/
L
b
Profile Descriation:
Depth Matrix Cofor Mottle Colors Mottle Texture, Concretions,
inches Horizon IMunsell Moist) (Munsell Moist) AbundancelContrast Structure. etc.
~f f OyR ~I~ -- ~- s~ ~~
Hydric Soil Indicators:
Histosol _ Concretions
_
Histic Epipedon _ High Organic Content in Surface lay er in Sandy Soils
_
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
Aquic Moisture Regime _ Listed on Local Hydric Soils List
_
Reducing Conditions _ Listed on National Hydric Soils List
_
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
tnrFTi enin nFTFRMIN~TInN

es ®(Circle)
Yes
Yes ®o
(Circle)
Is this Sampling Point Within a Wetland? Yes No
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric SoBs Present?
Remarks:
Approved by HQUSACE 2/92
HJ~
8/93 ~~

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200101175 County: Onslow
Notification of Jurisdictional Determination
Property Authorized Agent:
Owner: Jeff Harbour, PWS
Mr. William D. Gilmore, P.E., Manager Environmental Services, INC
Project Development & Environmental Analysis 524 New Hope Road
1548 Mail Service Center Raleigh, North Carolina 27610
Raleigh, N.C. 27699-1548
Size and Location of Property (waterbody, Highway name/number, town, etc.): TIP Project No. B-
4215, existing bridge on NC 210 over Stones Creek, Onslow County, North Carolina.
Basis for Determination: Onsite field inspection of selected wetland sites.
Indicate Which of the Following apply:
^ There are wetlands on the above described property which we strongly suggest should be delineated and surveyed.
The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional
/ detemuriation on your property.
~f On October 10, 2001 ,the undersigned inspected the Section 404 jurisdictional line as determined by the NCDOT
and/or its representatives for the subject NCDOT project. A select number of wetland sites were inspected for the
proposed project and all were found to accurately reflect the limits of Corps jurisdiction. The Corps believes that
this jurisdictional delineation can be relied on for planning purposes and impact assessment.
^ The wetlands on your lot have been delineated and the limits of the Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
o There are no wetlands present on the above described property which are subject to the permit requirements of
section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
^ The project is located in one of the 20 Coastal Counties. You should contact the nearest State Office of Coastal
Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding t e Corps of Engineers regulatory program, please contact Mr. Dave
Timpy at 910-251-4634.
Project Manager Signature
Date January 2, 2002 Expiration Date January 2, 2007
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THIS FORM.

. .,_ ,
~ ti.
- ~ CAMP LEJ~UNE:
I < 'MARINE CbRPS BASE
I '~
. ~ _ ....
Dixon ,~ ; .
,:
I •,...
~.. _ .. \
i ~J
;~ ti ~:' -
_- ;_~. F
;~ _ ~ ~~
of
. ,.. ~,
~, I ,
. - ,,~ -
~ ~ _, „
,.
T '~ i
;~ __-_
/ + rFi
.Ld
~ z,o ~ .
,~ ~ $ ---
Folkston y ~
/i ,~ ~ 1
(NOT TO SCALE)

~~~~
PROJECT
B-4215
STONES ~~ (//
BAY
~~'
~~..
~~~;~~
~-' _.
OFF-SITE DETOUR
~~~®~
DIVISION OF HIGHWAYS
ONLSOW COUNTY
PROJECT:3356L1.1 (B-~215)
BRIDGE N0.19 OVER
STONES CREEg
AND APPROACHES ON NC 210
~C~~ir~ jL/N~( bV E
SHEET ~ OF ~ 5 1/7/05
NORTH CAr~~L!NA

j~ o
~~
/ / `n n U
N ~ ~ ~ ~ Z
V // ZV ®xo ~o~w ~~
~ ~ x
W~ ,~~ ~ z~ ~~~a' o
z ti A ~ a
~ o o ~ ~ 4
_ A 0. q
~~ z~~
~w~
~-,
..,\
0
N
U
Z ~
~;V
N
Z
_ h
_-- ~
~! ~
J ~a
w ~ C1I~
- ~~~
~- - ~ ~
~~
Z W
W OOC
O r m d.
~~
r \
\\
\\

t- 1
i ~ , "
~ ~ r~ .-a ~` ,~
~~ `~ 1
( ~
')~~.~~ t ~ .t ~
it ~,._, i ~ ~ 1 ~~~~ i( ~ ' . ~ ~M'
- ~~.+ , . ~ _ o_~ ..
J
~ ),~ ~ , ~ ~ '~"`" `~~ \~ :~. '{' l4 ~4/~ .:-~ i ~'7 }t5a`~ y r*~ j~`.J ~ ~`~t1 </~\,, ~,1'~.~11~
~.. - < .~+
"/ ~a~'.~ ~ ~ 1 ~ ~ .~.,, ~ _ti , J~ ~. 1 ~~ w f r l ~ •1
\_ -~ 111 ~ I ~f ,~'~ ~~ ~ l `~I` ~~~ >~`, ~ ~ \ ~>~ -~%~~~11.~ ~,
r =1 t ~ ~~ ~ `~+
~)~' \ V ~ ~ ~ < <- i~
~ n~ ~
1 t
t
/ i _. ~~ '~ ~ ~' ~ aF / j ~ ~! ~`~~ G-. ~ ,~ \ = J cif
~ f ~ a ~ `~.
1 \ ~ ~ J ~ ~ ~~lt ) ~ 4 ~
e, loll ~ ~ \. ~ / ._ - ~ ~ ~;!' `, ~2' ~ ` ~ t ~_-.._ 3 ,~ .
~~f~ _
t t 7J ---~ ,~ r ~ ~ /
~ -, ~1 >
.~,J /• ~~ ~ J~ ~\,.If ~ ~l7_ ff l~kylR MS aaapy. ~` ~ _ ~\\
/ ~ h ~ 1 1 .._.yti 1~ ~~
,;:,,
®~® ~~~
SCA]L1E: 1" :2000'
t~ ~ f -~"~
''-.-
~~~®~
DIVISION OF HIGHWAYS
ONLSOW COUNTY
PROJECT: 33561.1.1 (B-4215)
BRIDGE N0.19 OVER
STONES CREEg
AND APPROACHES ON NC 210
PtRM~T DQ~f W-~G
SHEET ~ OF 1S 1 / 7 / OS

NAMES ANI) AI~I)RESSES
REFERENCE N®.
1
2
3
NAMES
UniEed SEsEea Marine Corps
MiliEary ReaervaEion
Edward J. Collins
George ~. ~opp
A~1)RESSES
1PSC 1$oa 2000
Camp l,ejeune, NC 285~2-000~
312 NC ]Highway 210
Molly Ridge, NC 28~~5
1120 ®ld FolksEone Road
Sneada Ferry, NC 28~~i0

~~~~~~
-~JLB- WETLAND BOUNDARY
WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
®DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
* "' • ~- DENOTES MECHANIZED
•~~*+~~ CLEARING
-~ -~ FLOW DIRECTION
TB
~- TOP OF BANK
---- WE EDGE OF WATER
C PROP. LIMIT OF CUT
F PROP. LIMIT OF FILL
-~---~ PROP. RIGHT OF WAY
NG NATURAL GROUND
PL PROPERTY LINE
-TDE- TEMP. DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
- 0 - - - WATER SURFACE
xx xxx x X LIVE STAKES
BOULDER
--- CORE FIBER ROLLS
DENOTES AREA TO BE EXCAVATED
~~~®~
DIVISION OF HIGHWAYS
ONLSOW COUNTY
PROJECT:33561.11 (B-1215)
BRIDGE N0.19 OVER
STONES CREEg
AND APPROACHES ON NC 210
PE~~(r ~ Q~ r N ~
SHEET ~ OF ~ S~ 1 / ~ / 05
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12"-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES> 54" PIPES
& ABOVE
W SINGLE TREE
.. .. WOODS LINE

DRAINAGE INLET
ROOTWAD
RIP RAP
ADJACENT PROPERTY OWNER
6 OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE

L
V
E
EL SPREADER (LS)
DRASS SWALE
® DENOTES IMPACTS TO
BUFFER ZONE 1
® DENOTES IMPACTS TO
BUFFER ZONE 2

0
0
O cv
tip ~-+ rn
U2 •-~ N `~
Nit' ch
3z~?owz
O x ~ ~ ~ U W Z~
~1 f=. ~oO~x ~
H o3~zw~3~
z°Mwzorw
o ~' ~ W
Q a ¢a
~,
N~\~`
y'~
v0
H
v
M
r~
S
.r.
\v
V
U
(0
M ~
O °~
O ,~,~
O ~
~~
L ~~vll
r O_
V N
N
fV Ol
.~
t" ~ K
~ ~ E
~ lL
m ~ c
m .m ~,
~

~
w ~ ~ o
o
Z~~
m~~
C C
`.
.x ~ a
w U E
a
~
c
~
~~~ o O
~-

~ o ~ O

~a-- o

~ m
C ~ (0
v O O
Z
~ LL ..~
r^ ~
~/ N O
C
~ L ~ L f0 O O
C
C Ugv
~
~/ u
i
g ...
W c N
o v
a
~~
~
~ O O
F >
U >
~
/
V W c
Q N
a = a
LL
~ U
N ~
O
O
~
N ~ v
~ C
I_
D N
Z
c O
Q ~ 0
...
~ 0 O
~ O O

r
W
W
(7
~_

N d X
O
m
U \ U
Z
`
O O
_
~ ~ U
i~
in
m
N
J
O
C LL1
O ~
~
Y O
~ N
~ +
O
N

i O J
(~ Z O
H

~--~ ~;-~
-- , .
-K ~. ~.
_.
.. .
,. ._.
.: z ..
..-
... .
_ ....
-..
__.
_ _
__ ;:
-T nv _ ~~., J -.. - -
.~~~ ` . ~
-_ _ _; ;;^
60000'
cy

BLOW UP OF ROADWAY FILL AREA
50 0
c^5 50
SCAL`=:1"= 50' HORIZ.
I3f~%I~IflN ~OF HIGHN.,~~i'S
~N~L~tij% C~UNTI'
1~R~DJEC"I':8.12b2101 (33~~bl.l.ll
B--0215
REPL:.~CE BRIDGE 19 ®`~'ER
~'I'~ONES CREEIs ~N NC 210
T'E (lift l T ~ (I+~-tJl N ,~
sn~~:T ~ oI~ 1$'

RlP F'AfJ ~ (J J °0(~
(TYPe) -- ~O~OO,d.3o00~
_.
ST RUCo _ _ ~-05000
_. - --- -_P~Y I T EM'S 68000
\.
~~~`0~
~~P°
PDiE. .
. /.
..
_ I _. .o __- _ .
._ _
,___ _ _
,.. ,,
,.
_ ~;
,f
. _ `
_ ~ / ---
,. __ _ ~ -..___ __ s_
~.:
I __/ ~~
I
~.
__
_ _ . _..
_ _ __ ._
_
- _ ._ ----
_.._.
___._.
__:
~. ..
J __ _ _ --- -- - _
_ _. _.
--- -- - -
,.
--- -- - _
_..___
'.. '.
,~ - _~~
_.____
O _."_ - _ __ _ _ ..
:00 _ ., ___._..
~' ~' O _ O .. _ __ _ _...
-- - -:
Y ~ ~ °cf~ o - 80.. o __._.
_. .. __ __
,. o _ _
~~o _
o - - __
-,
,, ..
v \.
~ /,.- ~-
n -=-=
- - -
.,
- 2 '~
..
l AT ~RaT~
~. ,~
.~\ ~ ~~~
. ~. ~~ ~'. C. DEPT. ~OF TR:~NSPORTr~.TION
. - - DIVISION PF I-IIGI-3~V:~'I'S
~ ~NSL©`Z' C~OUNTI'
. ~~,~
PROJECT: &.12b2101 (~35bl.l.ll
BLOW UP OF ROADWAY FILL AREA ~_,~~,~~
50 0 REPL:~CE BRI~~GE 19 ®~%ER
STO\TES CREED SON NC 210
Zs 50 ~EQMtT ~tZ.~WtNC; ~~
SCALE: I"= 50' HORIZ. SHEET ~ ~OF r S'

REVISIONS

~o
cm o
z
~o zZ
-i
Dm ~o
m~ mm
-i
~~ r-in
Dr v~
-, r z .-.
m or
~Z r
r
l

r

/19/2005 Y:12120 YYI
:\MyG°W1cs\PSrmlta\PermlY Orp°Inga 050)]1\°a215.rgy.peM.npn 8/1~/9~
11 µ
k. ~ ~~ ~. +1 ~. ~. iii/ JL.
\ .
: ~ ~ ,
r- . C ,,: 1 1 / t
V .... : ,,
i
_ ~~n_V I.. ~ -.. \ at ~~~ ~ ~i. ~• '~• X11 5\.y~
,,
..
I ~, t .•\1 Ns ~4 ~. K.. 4\. \' NO
Ana{' 1 x ~',~ '~ 11. ~z o
_ _ _ NNRI ~yy 1 -r~o zZ
~._ rt r
T I ,
~ lnOlJl II (~, •. tl.. \ , M` ~ ~ .,~, Ile \~~ ~ o
: T ,• L'. D
I ~ -IN ..pp I ~.i. 1~1 .,`~ mm
r i
.~ I'..
- _. ~ t~ ..
Y
2 ..
~l
N ' 1 I h, •'.e I ~ ~
l
b
2 t
r ~ ~> - D
i ~'
I x 4 ~
I '
J~4 ST «~ Q.~ ~~\I~ 1` j ?I rl1 \ ~ 1, ~~ P ~ ,"Y ~t,` \ D~ Or
' I
2 I ~jj 01 I 1 I n; ~ I, • ''Il !~ f !/ ~ 1 A
,~
n a ~~ ~\ I i ~ Z
.... t rn ~ •~ \ 1 1 1 1 ,t
, ~~ ' `
, i
I'
~ j
m .'C _
i li
:Y' :..
°
r
l 1 ,
, ,
E3EG ~ Cpl "~H RAD ~ ' I ~~ ~, 1
_ ,
sra /a+o ,oo r. ~ I I o ~ ~`~.. _ _ .._ .. = ~ 8 l ~` ,I , ,I ~~ ~'~ ~ h ~~ ', `, ,~•. .v
..w.. .,.
m~
.,
$L f8.5 'I . ~ ~ 1 ,.,_ saz~e33 w .. ';50995 ,;v ~ + }-I J ~ i ~ `~
I ~~ I~
~,9,~ III 1 ~~' ~
. ~
".'~
::
. _
~ t ~
} 1 ~1 { I .{ I { , .. m -......, oolnQ~ /~ }, 1 +` I' ~ nm I ~ j I.
..
' ~ PI cl h_5 0 .. I { ,_L. t _ L. '•-..._ _s. ,.._y~v T IC;..x ~y1 .•Lr' 1 =~ I I I
I : E/,- 17.50 j I_. I ...; ¢ i din IIIl1 ~ •I' 11 i I ~; er/r} c.1•l
-,
i ,.
-..
^ t`
.._~~ ,
I I ;': II : :I•I I I I I~ ': ~,~ I h I m 'I I
rm
,._ 1
:. ~ I
_ ru
t { i x~ Pm '. S` I I ~
,.
,. , I t ~ I~ I} ~} I. t I I ~I 11 r m ~ m - ~r~ ~ s ~i, ,, i
.J "I' l Ti t Ds ~ } I I... ~ i L..~ , _t.. I + i - p Q __. I I j
:_. .. : '_
CC.~} I I ...... .._ ...
V i ~~-4~ 11 .~'..1 ~ 1. Q1 ~~ ~I I"/ ~.. ~.. I~~I ~r ~..I j '.. Op _ ~`~ ~~ 1' ~ ~; . 'I
_ I ~p -« ,n ~ a,z
f .. '. I ~ ' .. .'. 1
ti-. i:: I III~~I~I IV~ t I..i.f :ill, ~.I~ I ~I. it •~ ~./ 1'. I Yy 1•I
I r- -1 r r^ a { y -' ~ '
I L....
:I ~ ~ ~ f .~~ i .. .+} ~ I it I I~( :_~.. ~ ~. mo ~ ~ :' -• ~.: / II, °'O ~~
I, . Nd DfTG' 1 (iR Z1E I W "'~ i { s I I ~ ~~ t N ~ imo"_~~ y', ~' ,. ~ lel: I Nwo`~° - - y
TAI ~+5 ©0 T I J. pl uT ~ ~ _ o ~a' a'il'; " a~ m o
i ti
n
n
} ....I fn I - Onm-1
r
~, a
0
1 I ~. } ~~
I i }...I % IT : 1 I ~:..j,) 1 °c-I ~a ~ ~: II -+m .rD
v.
~~ ~ I /~~ .,~ ~_. . , I I 1 I : o gtiD _..''M/ is 1 ~ ! I ,_ of Om onr
^
sa•
S
m ~ t o-'
ST.A l~ .UO T.U ,I I ~ ' . ' I 1 } , _ ~ _~ ^r••' _ o m
: I ~ -
+ m
, no
~,
5. L( ©~R 1. r \2 ~J~.... ;. '.1. ~ ~ n _ ~ 17-'IY
'_ , - I v II~IIO
~o < I I 4
.- ~~~-
t
TA i~*0 .oo . ~ o
I . t ~ .-..,,, ao i ,
.- `I-,
.d. I ; i I I ... I !. 1 .! : -11 ~.i m2 In CU --~ ..`... ~F~ I,6 I ~ M^~
_.
~. t~ I 1,:
I ._ ~ .- I
~,,,1 a I-I n~ ! ( l _ ~ .I { I I I , .., I ! . ~ ? ~ m~A 1 111 i' k ,rim
(~
~ I ~=I ~" ~ `I.1" I .. ~ I ~ ~ ' a~ , ' !...! I : 1 ....:. p , t . I ;. ~ ... N '.o~ I l ^, l I /1, O' ~:J
~p I ... -• i 1 I I
~ `,` ~ '~ 'n I 1- I I i-i ~ I I I W~ Fm ~ ~'I V I n i Ij Jl. m i
+ ._I 1 $ .
`~- i ~ - ' I _ I I I ;_ ,T .. I - ~ r Ul ~ R~cai „~, ~ ~; 'I ~ ~ ~ i ,A 1
,. :
.,
tl
~~ :. .r a 6 .. .. :L...~ I ~.. ! = r y= Vr ~! I I 7 ~ I
_ + n .:
M .'
~~
:
d.
Cb
:
' I
0
r I
,. - 1, ..
_
<. .
n, ! ~ ~ TA, ~'5~75+I -r:r_.I . ~..'.1. _.! ~ i ~ ~ ~ I~I'I
, I i i ~ - -
. ,
, -
~~
I i I ',
lJ
: •
O ~ I ~ ° -'
:
Y
tt J
I i
;._
I ~ I I a_ . 1 .I ~ ~ ~ a ~ m / ~ ~kzoa~s cgFf+~ ....
I ~..
... I I II t ~ ~~ I .4 t 9 /b ~ t 'L i.'
":
I
1 ,
N ~' - _ t~ i t T t ~ v ~ r ~'m ~ ~ ~'
J ' ... t:.. t0lf h
m
I
, •
:,
_ ,
-o ~; ~ . i. I ~ -
I.. .. ~ ,. ,.. O - 1 I. r...
, (~
_ ,;
;~
,~ .. ... , ° cn rn , ~; r~ c ~ y Ir.u
6 ..- ;
ff°
. ,.
,,I ,.
m
:
I ~ P 1
~,~ m I1: 1 * * .
( ~ ~ ,1 1
11, ; y
,.. ,. ,. ... I I , ~ ,.. r7;tr J~ ~Iill m ou/;r' I
f ~ II A
_ ,- ,1
II
e
} ..'..1 I ~ I 1 I-~• .. { i i -1.. .._.'' ~ t S ~ I, ~ In
I ~ ~ <. }. ` i !!' to .

I
1 I I I I ...
,.
. - m m
o
y~ymmc~i~c~
a } m~ " mii~~~~,o ~~
~
°~
..
.~ I I I
~ `^ iii omm= ~
~,i c c~~~~~
rn
I, I 1 I
I
~ ~ ~ m~,omi ~~ co
¢ rn -
~ ;
--
r
- -
vl yy x I
' ~~
~ I
I, , .
.} 1 az~a x ~~ I .j..
I~ ~ 1'I
I + I
1~ J ;..I

I I I

~

~ Z~ h7 x ~ C
C

i _ ~
I I II p II A II II II II II II
~ n

I

I I
I
~' I i ' Q

Vy `
~ v
°f .lkli
{
o' ~)O
b

j
_
}
~

-
I l
l
Q
Q~
2i
~O
~ 0 0 m
w ~
J 1, j
I y
V
y~
s.
~ ~
_
`
• ~ ~
I.. I }
..
.
jt ~
I {~1-i ~ ~ ~~~~~~~~ ;

.; \ ~ . ~ . ~
,
II
'
~
1;' ~; ~, I ( !

I r 1
!~
ti~ ,.rim t

~ L.
r,
•
r 4j
.~ 1
>e
m .
~

r ~m
~ ~
~ ; . M~

~ F~
~ 1
.,
~
~
~ ICI I

'I . t
~ ~ rl ~' 1

I
min ' ~
tl
'
, 1 1
r ,f?
/
~
~
~
.,~
~~
'nb~ 1~ 'l ~ ~
If
,
6s , I I ~ . \ I I. -
i

l!
,
.. .
' sir ~ ,.. ~ i
~•~
; r i r,, I
r I I

, !"

/
~ s

'n'/
r
rl C

q

~ r r
~ JIY 1

~
, I ~ I / ~
~ ' J
~a \I
1
,. 1 i ~ ,,
I

/

1t
!
i,, r'tr
_.• ,:. ,
~ i IF I 11, I III r 1 ~ ~a~r rl .1 ~~~
. '
~_ ... . ,
~' w ~ ~ "- ! ":N`~ '~` '':/ %''` 1 ~` I ~' "'" off' -
r'/
i . i ! i / ~ ~ ~~~
,~ _ 1,
_ ~.
, ~
`I
_ $''
-•-- , . ..
.J , ~ . ~ - r
_ _ - %~ : i 1, .
'. _ ti '~ I ~ r- 1 1 -
r ~ -.
I
-
~ i I
r / ~ r ~ r < / ~ ~ 6~Z
_ f
I T
N
. L Y i I r / ~ ~ 7. _ I'f l ~ r ' i.
' 70
~'a .5 ~ / r ti .. / p -1~0
o~ a
.
i .I ~ Y /
I + + ~ .. qr rJ ~~~~, r ;> ~ i -l ~, ~Q^o'o n 3vy?C
u 0 > - ~ / / 17 ~ ail r r ` ~ /% i ,!~ dZo o.°° .r
n
, .
J ~rz 'p % ~ e ~ ,/ ~
>` -~L 1ST `6 15.0 . '' .."a ,•,r ~~ *.. r ~ ,l '~~ ' m / ~~ •~~1.")~,
E~ ,!$, 8 /B, $ o off. - m ._.. ~ i ,% %~~ ' ~ r iy.: y ;° ~i-'~ ~~Z.
n -
'~J'
tiHOa ~ I..I t ~. <A
I ~o+ c 7i mizm o V `.\,. 'tF 1 /r I 1.~ r r AM
° s u1 ~+ o ~ ~ ' I v1 '
in U ~ r
a z rq ~ r ~ ~1 r I ,Y,S,T -7 ~i'I ~, ~r!1'e r ~~ ° ~
m
~ I ~ ~ „~~ _ o 'r ,, Idy; aI sm ~ b o
:
, 1 ~ V ~ , r ~,... D Vl. ; cif„ n ` x~ I Z
' ~ ~ ~ ~ "Y r I ~ K
.. I I -r Z
~ a ~ ~ ~~
T I -.I~ .~,_ ~uo'1 a8 c_ ;r. ~ ~1 !1' f~~~ 7;d/ I ,' ii%I S G1~~f~.
i '' ~ i A / / !ti ~ i
i
f~.. .,.
2
1 1~
I 1
III j r ,/ \ ~ i _._.. _.,.-- j' ,ice cn ~ ~~ z
_. ... ,~/ g0 ,. o

S

.

1
~

~, .

;,

~

.

_ _

,
_.

.

..

_

f ;. ~.
~ :, , ,
-

,1

_

~.

_ _ ,i
, , ,
,,

_

_

-
_ , , .
I

I I t ~,
,f

~;,
,
_ ._
,
.

..

.
.-

i

.
' ~

i
.. i I

i
.. I t . '1

i _

.

.

~

.

.

. O
i s.:..
1~,.. .
.
~ I t
~., .,
;~
: .,...
i.
.
j I
~ 1
~I ~
o, ~ ;. I ~. 1 i o
._
(
~i.
,
~ ~
I

~

.

-

-

.

-

-

~

,_

~

~

,

.

i

, _
.
i ', ..i
i, ~ f 11

r ~ i

6
r
,,..

i

`,_i
.--.
. '
I i
-r
r i
~. I
} d t

I ~ iii
- ! ~ i 1 ...j. y. ~
1
.
T

i

.

.

~ .

_ -

I

~

_
~

.
.

.
-
.

i
, , : ,

~, I

,

}~ ,

L,
~
t :

,

.
i
i .

L

~

~

~

_

_

-

-

-

-

-

,_ ,, .
i_ ` ;~..~ ~ ~ 1` ~ ~ ~ f.. ~ _
>. ,. i

.
___
-

.
-

L

_

.
-
,_ i_ ~ ~ } ,,, I.

~,
~,
- ~~
~„

~
'

l

_ _
-
-

__
-
-
I ~ i
; ~., 4
i ~ _ _
_,. I ; f i~
~ ~ <,
i, ~ f ~, ~ i
~ 1 -. , _

.
_-

~

\ .

.

~

-
i -

! ~~ ~ ! ~
1.. ~
i i
\ ~ i
1 .. ._
~
.._

--

.

_ ~ i

.:-

I

~
I
~

,
i I
I
. ~ ~ .T -
__
-
y

.~

~

~
- _ . .
_
.
,. ;: ,
z
i ~
I
' I
~ 1 ;~
~
..
_
_

1 G -
t I
~ ~
t
i
~ I
-. ~
I
,
~

_.

,.

_

\i.

o

_
-„ i
~ ~ ~r~ ~ (~ I G ~
~
i
dr ~
,
~ ""I f'Y
O
- O
O
I-
',
-
r-
T '.
-- _i
=r'
:: c7
- ~
- ~ O

I ~ i A o

i '~' ~ ~ ~
,. ~_
~
I I
J ~

_ ..

~- i ~
- r

~ I I
~ - ~
I p
Y - - _ _.
'. __ - . _.1-
-
1 f
~
~ I
.~
~~
'
/ /
(~
4 ~ ~
i ~ ~ ~ ~ ~
- - - '-
ti ~ ~
., -:~ ~
.
~ r
_. i
', ~ ~. c
~ ~ i

~
~ '. ~

~ ~,
i

i~ _ _
i i O
i

I I - '- i -

~

, - - -

i .t
~- -

, ~- - -
T --` ~

__

T-

~._~

.~-

-

- _

T '.

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

.

,..
O

i

_-

l
i

~

_

~

. _..

O

' I . .
.... ! '. I . ~ ~ p '.

r .
.~
-
i
. ~

..

..

._

...

-T

..

I

-

- -_

D

~ J
I { p
. - _._ _ _
- _ -
~ ~ o
' ~
O . i ~ o ~ ~

~

~
N ~p
e
In
U
Z
: ~ J
~ Q
~
I~ ~ N

( ~ ~ O ~ T
r- ~ 1 ~
1 ~ ~ (
~ Z
O
i

'1

I

t
.,r
2/9/2005 4:93:95 PM
r~ \Roadway\ Pro f \b9215 _ r tly _ t sh.dgn

~
O

N J~

0
N
fh
N
(h MJ
.n

m

o r
m
=

o

o-

~
O ~ n
~ H
_

v
°
?
°
°
~

* c
~ DD
~~
y~o C~
' b
<
c ~• ~, n
~~ II ~ p N N
Np lTl
,..~ S
< ~ ti
~~~ II <a0'
c~+c II II II II it II x
~° ~ n
~ ^ N
7j
Cn V p.~ ~ ,p
N~
~ W b

a
~ o
i ~
~ C
~
3 0 0
•,
a° C S ~
O
~ r r
O m rn
~ •~•I ~
r = _
m
G1
_
~ '~
~
~ O
v
~
~ m ~
~
O
rn
q~ -~
-o
~
p
~ v

~
o
n ~J
~
~

y
!.
N ~
r

~
II ~
II
o
IJ
~
°
N
~ II
o
pp
A

m 3
rn ~
m
~•. ~ ~ ° "y
n C C
x ~
o ~ ~ ~ ~ ~~
b a ~ ~
';9 y oo ~ ~ ~ .~ ~
0 n7 o a ~ ° °~ 8
QQ eo
6n y b ~ ~
~~ ~ ~y~
o~ O ~ ~~
~ ~ ~ -~
b {~
am ~~ y mr ~ ti
7O @ n ~ @ r ~ 9y
.0 n ~ ~~ ~ y Q
rn m H ~H
°z
_ ran
~ b

C
n
~ y
b x
~ ~ ~ ~

x
~~ a

y ~ y

a e,~'
~ ~~

e
~ ~O
xx
"C ~ ~'~
~~

~~
~ ~~
~~,
x

~~
~ N N
~ ~ ~~
fm~ozv Z `~ ~ tAv
~mmm~ G13 ~----rnn«+ ~
m
;mm=k Z ~~ ~ ~t o~
CNN- m m
r~~Zm m ;St ' o~
~~..~~ A es wee ~ ~~
~~~• N ~ ~ - ~ ~ ~O
~7 /'• 1 r 11 j ~
ZmNN ~ 3n o
n ~ m ~ ° Z `~
C!D ~ o~ ~ ~~ 3~
3~ m ~~ ~. ~' ~ g
C ~ 1 `"
'Tfl ~ N
N
~ m~
o ~ ~ ~, '
n
_.S
~O
b~
J~14 tFT of c,>~ y /'U9NS 5~-~, ~-
-~
t/f
-o
O \~~ O
\ ~~\ ~O ~ ~
y D i ~~ o
o ~, a° ~ z
~ + O w
a v ~
Z ~ \\\ ~ -Ni m ~ rn
m ~_---_~ ~ _p v~ Z 4~
~ W ~ ~o Z Z O
rn i- W ~ o ~
~ G1 4 i v ~ ~O O
Z Z ; ~ ~ tVi~ Gl ~ m
n m Z ~
~ ~ ~ H
o ~ °z
O `m ~ Z vrni
z ~ 2 ~ n
q y m m
H ~ m 11 M1't'. D ZNi Zv D
~ :' v D Z
~ O
~ + + CC ~
` ~ G7 to -i 70
~r+
~ ~ m
c~ z z
O v
z ~, Z
~ Cl~ rp_y~/~_~I
= y / 'V N_
to O / / 0 0
~ '"~9
/ ~ `
~ 2 , / m
o ~ /' ~
m v
ti~ ~ ~
H /~
2 , ~ ~+
O
c
r
v
w
m
~„°
~Oo
rn
v
O
m
r
_~
N
N
D
W
r
N ~
m g
sr
~ H~
~z
~ ~~
o a~
v ~~
°zz
z ~
W w ~
° P

N
-+ ~
a

a
b ~

N b ~
~
0 N
0 ~ UUU
W W ~

m
• ~ p~
~
r ~~

'1

2/972005 3:12:99 PM
r~\ROadway\ProJ\G9215_rdy.ish.dgn 7/2/99
°~° O7 C o z £ v ~ C .~~'.. o ~ ~ rn ~ rn n ~ v ~ ~ W C~ m v ~+ ~ ~n f1 ~ ~ ~ 'o v -o n m
p_ p. O p 7. ~ N O O O u~' O ~ O ~ O N H ~ A G 'D .N" '•Op ,N« Q' ~ ~ '00 'OO ~ '•00 a- W
~ m io O a H~ 3= f p a a a ~. ~ !~ -o a rt rt
°- W ~ ~ o o ~' ~° ~ m A 3 ~ -i -I m [7 (~ ~ ~ 3 70 7o co ~' 3 n n ~ G1 ~ W n N H o
m f c a a. ~~ p a o m m m p o~ m rn' p co ~c o ~~° Q, n` c .c. T o o °°° ~ O
a ,p = °- '^ N m f W p ~•° 3~ o o m rt ~ n ~~° m a cr o ~~ 9 0 0~ ~
~ ~ -i S H d ~ 0 n j ~ ~Oi. ~ ~, ~+ ~ -=i. 3 ~ Q ~ O O• T S r ~ ~ .N. A
-- ,~ ~ o o =' g' N~ y D c p= p g ~ p a a c ~ m W w
Z O ~ N 3 1,~, (C fp C7' ~p n =t C _T r r O O, VM J O_ p_ O p T O T T ~7
a C1 ~ ~ ~ b m rn ~ ~ ~ ,,7`~~000" c=o = W ~ ~ *_- !'~! - S v ~ $
C ~ C m~ O p 7 r r ~ !~ p ^^11 W ID ~p .
° ~, T~ 3 3 0 o~ s n s~~ O
rt 7~
' V J C r O W '00 ~ 'O ~ ~ ~ Si" ~ o ~ ~~'1
~° ~ a Q ~ a
n ~ I 1 I I~ / ~ i m I I I ~ i~ ~ I ~ ~ ~ ~~1 ~n
1 ` ID(~1
u I i ~
`~
f0 C W pT- ~ ` o ~ O O fD Q Q O o I=I r ~ m -9 cn rn v1 2 f~ -I T [71 T ~T1 T R~ R1 'o Zi -_o
= fD fp °~, ~ _ ~ ~ ~ 11 N N 'Tf f° O O W X p `~ O N ~ Z~ p Z~ ~p ?~. ?~. p ~ O a lD 3
o ~ N, ~ n ~ .~~." 3 0• ~ T 3 < W m o 3 m v W ~ `.~ '? °' ~ ~ v ~ a ,`^•~ ? ,~~. ,'~ m °- ~. m p Z
o ~' -~ <". n c ~+ ~ ~ ~ m ° ~ c ~ o ~ 0 3 [~ n o ~ ~ o o` o` ~ m c o o ~ ~ ~ n ~
1D ~ n ~ 7 •+ W N p <p f~~' <p S = <D O ~ O ID rt = 7' _' N ~p ~ W 0 A ~ C Ro
N fD = 7C' N ~ <C = N -Q = = p N ~ N rt rt ~ r <
C r 7O ~ `- ' O W O O ~ O N O O O_ _ < S fD T a N S S ~ ~ ~- W ~ ~ _
`` p O O
O pa ~• = S ~ O ~ ~ S N ~ ~C ~` N Q < ~ fD T T O O fD fD C H d
O ~ O ~ O <D O ~- G ~ fOD- A S -C« t9 G p O°- fD O_ T ~ D
O_ N -
S= O x = Ip - A G ~ N N C ~ '
~ ~ O k
3~ ~ y
;o
~ ~
Y
~~
®oo~~oomo®oo®Ipo®oo ~aoo~-~~ fo- ~
m i
x ~ ~ ~' ~ o ~ ~ v ~ ~ ~ 7~po f1 o n ~ ~ oD- ~ ~ ~° O ~ C D ~ D ~v O 7o v~ p ~ p ~ H
rt ~ O N• _ ~ O O O O O y~ O O N N rt 0 ~
a =• n W 'O a s rt a a A ~ ~ C ~ p- ~ ~. ~^ ~ H n ~ N n H n H n O H n H ~ p O lD
m m ~ m r Z ~' ~ ~' ~ ~' ~' ~ > >- •7 t= °, c -+ ~ a 3 a o ~ c. ~ n. ~ a. ~ '° ° ro' ° o m' o
> > O_ ` ~ ~ Z 3 !~ = r r O' W ~ ~ W ~. ~ ~' fl N d ~' a ~ ° d ° d ° d N ~ d. ~ W `~ rt fD
o_ a ~ ~ ~ 3 ~ o _~ ~' ~' _ ~ ~ d o a c ~ n. .~, a ~ C a a ,~ a ~ f ~a ~ ~- v+ m o- o.
N ~ 7 d. ' ~ 3 W = Vf N O _~ n O W Q' ~ N ~ ~~~ W ~ O ~ ~ G H G 7 W ~ D
~ N O_ W ~ 7 ~ ~ ~ O O N ~ N Q < N; ~ -•I .a S W ~ ~^ r .-_... D ~ ~ W
o D ~ a ~ ~ !~+ ~ N' 3 n C~ s~ o ~ m c=o ~ W ~ ~
• a e .« G n n~ V o o A n m ~~ m
3 = o = o _ H _
O _' rn _'
b ~ ~'
~ !'^ C
`. 1'n
I ~ ..:
~~ ~ I ~~~ oi~I-~11~11III~II
m n E : °° l O 0 ~ 7~ ~ I I I ~ I ~ 1b^ e ~ I ~ I ~ `~ " I I A '^ ~ 'u^, ~ ^
m ~ mx w 1 I i ~ ~ ~ I ~ ~ ~ I ~ ~, b I j ~ ~ ~ I }I
Z I 1 1.
I ~ ~
~ ~ ~ I l l l l i ~ i ~ i ~ ~ i ~ I I ~ ~
~' ~ a'- < O ~ ~? y H ~- ,~ o (~ ~ W W 'v Gl ?~ (1 C) = r N H N n -v <n !1 ~, W
n~ _ = T o° °- ~c' ~c ~- °. o, c ~ roc a ~ c rp c~ S p °o ~ 3 ~_ ~ m p n G1 ~ D
~ O_ d e r ~ S~ C O (D <~ .y -.. i W C C ', ~ c ~ i ~ _- C Q p ~'
a t0 S ~ N O W W O < ry `~
H fD C ~ d ~ N
rt _"'
= O' y O
~ ~ O C O ~
o b ~
' ~ n O
0
~ y " ~ ~
o a
o ~ o
~ ~ ~ x
a a ~ ~ !!hyy
E°N° (1(1Q.~~~~~ ~
g L~ ~ I
• .. ~~
,<
H
C
'm
N
C
N
C
10
n
rn
c
r
m
Z
m
m
O
Z~
< ~~
rn ~~
Z~
~ ®®
~~
Z ®~
~~
r ~
Cln ~
O
r
N
0
~~
_~
~~ ~ N
~_~
Z
0
~~
_$
~~
A
z
z
0
Z
°

r,
1
x
yti ~ ~ ~ ~~
~O n ~y ~n '~~ ~00
y ~ O~ ~0 ~ 00
y O ~ "'~ ~ x
~ o h~ o°,~ r, oy
h O y ~~ O h y
~ an ~gg ~~ y b~
b~oo~o~ya~
'~ O
a
~ ~~ ~~ ~' ~' ay
~ O ~ ~ ~ ,c~7 y'~
~h o ~ C
~ ~ ° b ~ ~ ~
4~ O ~ l=J b ~ ~ ~ 'O`ff
~s~~y ~ ~
o 'ti b O Z ~ ~
cc~~~ p ~ O
O ~ y b ~
x y y b ~ lz1
~" o ~ o
~' o a y
~~ ~~~
o v,
z~
~~~ y
,~ to y
y
O
y
O
~~
. _~~
a
1 y
~ b
~
1
1~ 1 u
b~
c~oz
~~
~
'1
II n
yy
~
I II go~
8 ~~
J
`II II
~II II y~`
~~
_ ~m
.^~ ^' m
x ~
~ ~ ~~~ omN
°~ ~y m=2 °zo ~
~zV~oi~m~g~m~ y
~gro'~oit-, g cn`aa C
kin ~.y ~~oo~"-1~yn 'Y
o~m~~o~~~~~~o
Na~2omo~ionom-U
° ti ~ n 6
° ~ in $ cn ,-~ ti
T T b
m ~'
~ ~~
• ~rm-Z z ;; ~~ Zs ;~
• n wN .. ~ w.. fT1
; NNim ; Nym Z
• ~D dl 'U D V .C7
..~.. ._
; m o N
: NZ m ;; cnZ~m `D
• m N r m N r:~
-~ .u m -~ m m . T~
_ _ < _ <
+ Z A N D Z N m D. O
_>.' . D
D m W 2 ;; D N~ Z;~
. mrw : m~,Nn `D
: o~mvN ;: omm~n ;
m y ,D mT
• D A ~ W
m • ` D m .
• N • w
• m
A
• m m
. m •. m

Y
1
x
m
v
rn
r
U
t
2
O O ~
~ _~ O
O p
Z C
v ~ v z
O
m
o• w
~, o
0
-i °
m
~ ~ m
G T P
N ~
N
m
-~ v
~ ~' ~ p
>>
IJ u > ~ N ~ ~ m
o ~ ~ m ~ I~1
v g m r m > ~ ~.~ C
s~ ~~ O N 7~ m u' ~ tn0 a'
+ Ro O ~ r m ~~ C7 m ~ ~ Ic _
-i V DZ ~ Z I^' ~ m ' Z mm r• f/i m m ',, IA N
O u. OO 7 ~1f YYY N m O~ N C~ O ~' IIVV
~~ Z O o o~ m ~~
+~ _' v o~~ O ~o ~- o
~ m mA
u m X s 171
g~ ~ ~ ~ oz Z rrG7 c D O~ r
Io T o ~O Y~ Z o Z O
YN ~ ~ ~ Z~ Z V'^' y ~ ~ ~m N
in O ,~
fp m
m Z° ~ 0',
~ m
0 0
O. 0 N
N
0
ss N
G~i > > z
• ~ -. d03
m n
~ ~ V ~ n P ~ iC;~~ €~
j .F: ti
c ~ ~ 0 T T P' i~
v ~N ~ 0 N G~•'J ~/\
r tfi ' _
n a
2~ yy N 4~
~ Y ' ~ ~~
O~ ~ ~
'.~ o ~i
wo,z i ~,
c = o ~ `'d.
~~ ~ ~
~~ Z`"~
o
a ~~
>z~ AoN~
€ ~
~ C --~ ~ m m N ~ N 1

X m w 1mDv D•fl c~v1v -1v mD'9 rDv
m D = xm-IS 17o mm<7o <m m-Im Dim
v ~•+ x o D o o m -v •o o v o o •C o
o w i c zvDv D~ D-imv my ~Dv mDv
~ ~ 2 DZ. z. mx
. . z. z.
Z M D m ., N D ~
z
~
m
oD<
~
DD
~o ~<
-+D
oD<
- DD
o D s m<D <v --iaoD my m<D <v
~ =om~ my -10• a ~ vmm my

m m m 9• mx x o• ono m• ~m
D y m M~+D Do Dmm mo -+D Do
m < ,.., y zzc~v ax zm- v - x zc>v wx

~
~
3
m~
m
m
•
m _
m
~ vr o
A~D• D v
r
m m w mDm~ xA _r~~ -Iru Dx-1 sw

v
o
z
-~
c
•D<Dx
~ m 1
D=
--~
D x
.+
D

~
1Dx
D= c

~+ ~
~
x~omD
mD n
zmzD D
z - m -f
7omD -i
mD
z
w
~
~
v
m
O y 0 O O
Dv DD 0~ O~
ZTS TS mhy<2 <w ZTS T2
v o D D vzmD m~ o D D
m -I •+r Ar -1 sr 9x ~~r -•r
-I s -i cn ~ 2 r D -i D D -~ -~ m -~
D rA Of DG~ car -~N m
r
a m n n •<mn m 1 o n n
r ~nro ro m o ro ro
uimz mz sxz so mmz mz
wo fi1C) wDC) Do Xmcf wa
-1 • 7q 70 --I m -I Z n • y y
x m m zmm mo m m m
Dv-I vi D 1 9 mv-1 T-i ^
zm
m mm -I~m T1 vm
m m
m
9 9 9 x
w
~ wC wC
0 Ow (p~~ m`y 071 D9
~+ • m
z m m A m
m to z
-t =. T

D T

D O
10 -co -ire rm •-•<c
i i
<c
m~C ~c m
o
D N~ zvm vm
i
v
lvcmii m z• D ~ mT0 ••+O
xmxm m Nmm
~ mD -visa zc9
~ ~ 9m =
-`-a --i c~ -~m Dm

L7 T 'v ~+ O C A (7 x
xvm m z• ~o o v-i -i
mm m c m< o-<
m
D
1 m morn x
o T
-
i
-I
n n
i ii
( 1m m
m x cn to v• m x

O O xT (p pip
-im m m 1•
o- - os orn in
x m m

' 2/4/2005 3:13:33 PM
r:\ROOdway\Pro)\B4215_rdy_sum.dgn
m~
n
p
a
o F ~
ti (mQ~
-1
~ b
G ~
}
'o

~
S
~
~w1
C
iP6 ~ v
o
~v1
J O
+
~
T
:
Y
g
py
Z
Z
O O
w
+
N =

0

°'
0
~

0

0

0 s~
<
os
2:~j^
Z
O
N
.~ ~
g ~ ~
o
~ S

o
F

t,
6/4/99
zcTF~pi N N H ,~ ~ o
Ir ~~ C C tl R ~ R Q N N t N p .WLy V N A~ D ~ 3
m~ y~~G 'icey m~ 7 I ~ ~~ m Z C
~~F ~CD F S s ~ I ~ :< <
g~g u ~ m
c + ~ +$ ~ Z ~ 3 O g~g is. ~ ~ y '-~ =~ ~ ~ ~ LOCATION (LT,RT, OR C1.( ~
u ~ g o t ~ D" Z E v a ~n • N FROM
a ~ ~ STRUCRIRE IVO.
C ~ TO
~y~;~0
ti N ~; ~~
~ ~ ~ Z ~ ~ ~ O O TOP ELEVATION
O A
~ aacw ~ ~Z~; ..
`z~ °a m o o t ~ =p,p,,m
LC C Y u O Z m INVERT ELEVATION ~'
6 ~ ~ :° o ~~0~ ~
~ . ~ a ~~~_
~ ~ ~ Z C ~ y y ~ p ~ ~ ~ INVERT ELEVATION
m ~ $ ~€~
~ u o ~ G~y
E Y ~ p ~° O SLOPE CRRICAL
N
_ _
N V w1 {O~ V p~ W ~ ~ ~ 1 p~ C N
U U~ G SO Np pO V N L1 v Z~ tN1, N
$ S g O O O O O ~ ~°oio N N i
CPS' ` ~ Z
0 0 ~ ~e
!- P
• yi1
N •r''
• \\\
.864 ~; P`~,
r~ is .064 a J
0
c O O °o o .064 '~ O
4
.064 ~
zz
~~
.079 Z n
o m~ .°~ O Z d o
v
m o o G1 .079 O ~
P ~~ M
.109 ~
N 00~ Z ~; m
r3: ti
V
.109
ti
u ~ u = ~ O~ ~y
r ~ '/~1
15' SIDE DRAIN PIPE b
18' SIDE DRAIN PIPE
Q
D 2 ~ 24" SIDE DRAIN PIPE
Z
c v ~ ~ ~ R.C.P. a ~~~~A~
ZZ ~ b
G1 C.S.P. !^ m o
a PER EACH (0' THRU S.0'( QUAMITIES
FOR DRAINAGE
~ 4 o j 6.0' THRU 10.0' D STRUCTURES ~
_ ~ C • TOTAL L.F. FOR PAY ~ ~^j
F ~ 10.0' AND ABOVE m Z 4 AM+ 0.3 X~COL'B'OL.
R Z ~ ~F C.B. STD. 840.01 OR STD. 840.02 y
c Z l\1
O
~ ~ ~ ~
u ~ ` ~ ~`! ~
- _~ ~ ~ ~g~ ~ ~ ~
ym ~ D.I. STD. 840.14 O0. STD. 840.15
D.I. FRAME & GRATE STD. 840.16
M.D.I. TYPE 'A' STD. 840.17 OR B40.T6
M.D.I. TYPE "B" STD. 840.18 O0. 840.27
O M
~ M.D.I. TYPE •D" STD. 840.19 OR 840.28 \_~,
M.0.1. FRAME WRH GRATE STD. 840.22
M.D.I, FRAME WRH TWO GRATES STD. 840.22 /~~/~
M.D.I. (N.S.( FRAME WITH GRATE STD. 840.24 v
n v
C ~ M.D.I. (N.S.( FRAME WRH TWO GRATES STD. 810.24
M.D.I. (N.S.( FRAME WITH TWO GRATES STD. 840.29
1.8. STD. 840.31 OR 840.32
~~ D C
~ ~ ~~~ ~
y b ti
_:: C
O ~~ :~ ~m
.~
CQRR STEEL ELBOWS NO. 8 SIZE ~"~
CONC. COUARS Cl.'8" C.Y. STD 840.72
CONC. 8 BRICK PIPE PLUG, C.Y. STD. 840.71
a m PIPE REMOVAL UN.FT. p
w w 3 m 3 3 o z n ~~
07: 00- D1° ( mm
r Z '
~~~Z ~s~O~s ~ Z
n ~ O
yggnnQo fz~Zf=
i~ z O A~ o@ O
~~ S 09~ OZ H
y- -
z
c
O ~ ~ ~
Z 9 ~ z
O
O

t.
D
n i p
~~
W N r
Z
O O
K m
A A A to
m o

Z
O
G1 m C
~ ~
O ~ °s
~~

< v
~ °
~
~
Q n
O ~
y O
~ r
H
A m
N
Z
m
C1
O
v
N m
r
D
~
A
y
1
Z

[^]
V
b
~
~ ~~

a ~ ~
n
z

o r_
r/J
~
_
~
z
o ~
.~ y ~
0

z
A
N

e
dies i3
=a.
#~ aC
.:
~~~~ .r
it _~
~m

0
~~
N~
m
o
N
T~ T
Il. -~
Z

~ r
7

}.,
2/9/2005 2:50:55 PM
n\rpodway \ pro [\b 9215 _r dy _ xpl.dgn
-:
I. _._.

_...
.,.. I

;_. ,, ! I
.,..,
-.
f_.~....
} I f I . -
+.
~,
,- -
~,.. ~ "~'1'-

', ,. , -, .,
__. t-: ,
-•-_

_
. 1.. _ T ,
-L..,..._

C _
.. t ,
..-_,1
,
..~ .. .F. r :
a,l.,_... ,...

,.+.. -'- -
~ :.._
-,._:-

.1!-.-L.. . I_
1111 -

«F - _.} r.
a 'y 1..-

-'.J.... I ..
rr1. ..

+ ,..,.. .. ... -
mot-r~ ,, ~

-
- + t r -1- --- '
r,.~ I-,- ._

- tt..r.i-. ~L r.:f r~.-, 1
1 - r !
Li i-.-

,
- _..
,

t
i ~-. 1
4,

_ 1. -ai
1.-..

;y......( I r j ' _ 1
{

, 5:;.
t...i__

_,-+~-- r
~

li t r_f i - -1
-

,
- ~ 1 I ' t - ~
{I

[- i
--f

~ Ir.l
r-7.i

r -i..:j.
r, l(.

y, -
r r-I _; .
I_.1,

--r r.
_

t~~
t.

~ I
„
~_ ._ ,
~ ' ,
,, ,
~ t I ~ t 1 J f ~.; _ r
!' 1 ! 1 -
I 1 - 1.-1- . i I ,
i _ i_,-F.~ i, 1 I # : !r , 1 . - F -- - r 'r-Z' -I'
J _I I._
;_ ~: .
^ I-
I f -: ' ,-_
~.1~_..
I I 1 A
,.:! 1 A i-I_
1. _ ,
, .1
r .,~ t

la-r-, ~,_ -

li - . 1 !

,- -1 J .-t.
_l. ...
.1 + ,J..
..-
f ,. +J
'11
~
+
~; t t t ~ .
1 _-.1:1,x:,_1 .
!- i~ 1- I I :
f~1
1
J ~..
._F}
I i.. .
r
' 1

r ~- ;
J

~
~ ,

1

--:. I

!,i
I , 1 I ._

..1 ~ ,-.~.

-- ._

t-!-. l ...
' I

~ . {
{ `

1 -I-;,
1
, ~ 1 I _•.: f

^I ; -~ i. _
L} ,...
: li-- L.
I ...
r:;-.1.:~
::- ~ ~ t -
, .I " ~" [ ~-t. -
..-,.. ,r- I..i t
.,r -~._~.
;~ t I , ' ~~
:-rt ! I ~'~:
,.'_.-r-.:' is'-}t -:
r.}I' at
,,, ~ 1_I_

, ~
- __ t I T.
' .
t
i , f j~.-
r._ -
-j _
_ .;-
.. .
, - 1i _+Y .t r _
,_Y
.T f..tr 1 t' ti t

-.,
1 _ 7
- _ -i
:~. 1
1 -

, t -
~, F~'-
,..,. I - '-i'7 t _ I t -1''
..f-; ; - r:
,:._.
i-_.:_ _;
t_I I ,-:.1.1..
. -,_:. , _:._
i
1
~
- _. .r{ +.'..
1_p-._1 .. t
_ ~-,
_I
I
_
~ 'i-~.-

L r ~ • _

I ; -
!111 1 _.. 'y..iJ
, L:., .. {_{.I.} .. r. -+"-
1-+-' ' ' ,
X !-.1..
_,_~-~ ,_.i_ , _..
;_} v _, }.. - +tfl Ir. ...
.-, ^i- F,-r ~J-•
T
~ }:t _I ! - .1-~,-. 11.-!
I
~
' ~! -{. -

-r -
I
l '.y_

~
5 JI'
r
:.j~::`
:
I

~~~ _
--
~ _ 4
1 ~ -
,?
, 1. _. I.J IO
_{. ~. _

,~' '.. 1.
. , ,-
' ~. ~_l..l..
, , ::
t'1-: - . fl.:
:
-
1-1
J -L- _
i_--J
+. 1.'r _}..~. ,
. - 1
+j,t
i .
ji l.~_
~

- :.:
_ ,. ~_
:_IJ'~-- t_L. - _
t~.j
Li r_I..} L:_Lr_._

~..{..~.
~
!
- ___.
_L i

1 1

,,
~ -r
_F. i_ l.- _.. I
~,..
. 1:
r -Ji-I-_.
i-1- ,
_, '- t

~~ _

„-', i
1 f,
~ .
_
+-!_}.{.
1 +11
.l-.~r th.
`
,._iJ-~- _
1 _ _
t~{-
r~t_
_
,
r H-I-
[
+-S-
1_.
,..:.t!
I
_
r1
Y-
;~
t 7.
!-,
1__

1111
1 ? I
_ _
-1
~
:

_
~-

I_
--
.: I .. ,._,_: i ~ .
-
~~ ;. I , . . _, ...
_ _ :.: . +i ~ ~:...-. -.-j_ l.. _L_ _{ r l 1
t .
.. _ 'I. ..i-'I' - - I + 1' -'i.. , J r ~- -
r , r:_ '-~~_;.
1.
1
..L_
. _
,
~
;. 1 ._~.:_ .
~ ...
^t
i•', 1:.;',
~ I.; .
,
,,~
, r
~ 17r
~ ~1 _ {_'J_~
_ : ,,,;
-. ~
,. ,,.:. ~_a-,_ , -1_'_
+
>, '~,
t r , :.-t:
11.1-'- l
-
IG r7 II
1
f~-
- f~-~ - 1 tL- --
- ~ -- -
- ~

~ •~!
-I } +
~'{ --i.i- r1
--
+, r- ri --
~ r;"-;
_ ..
1 +,_
1 ~ ~
,{
-
_
t ..1
}, I
_
u~1 r~

~
~
::~
_
s,~ ~,
r, r J-r_t
i,l,- ~r , rr- ,
- ~ t:`
r r „ t-r , f t r'i---1- _1 ,
F
7°ki ~- - .. I [ ~:_
r - - I ~ 7 - 1
'- r
!~+- .y T
,-t T i i! ~ ~
,
i -
,
t I~ i G' I'i' .
I I I ,r
r--
!p ~ 1 _ ti ~ ~I ' ~ 1 ~: .. 1 j_. ~ i

~
rl ! _ - 1 }.._
, i ,_.
F .1 ~ 1 I_I r ...t r ; r.
i-{ 1 - r- I ~
`' +- 1 , I ~.: ~ 1
r t [ ~- :
,
1 r L
r +i-t. i- + 1 _+ I
t 1 F _
r l ~. I

l Y 1 1 ,-
T I_-'
j 1 t 1
t
~ f_I-~,,
C I
I O I
, l :. i , -ii - + I t-^. ; ..f_
f I {:. .,
r.. J {..,

l
I r` t r i :^ri

l

t
~
-,
1''~.

J r ;-
j.~ l
.
I
I. .
i
..

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

r_I ~ }

t J.I.-!. !_

!
i 1

J I.. I.
_... i 7I _--'_.

~:~i
1 ~
_ I yy
J ._1..~_
, ' ~

~ ~...!~'_

; 1~ :

~ i i.-.rt 5 .

I I !_-1 + I
'C.. :::~- rt 1

~
tr
{

+ 5l
'
I
'

-
~~4 _ i'_

~ -.- J a- aT [-

t:~~: ~:

1 I I

r:::r I -

i ~

' ;-+

,
r 1-I__

. -

L

~ . J_{, '+

' I
:

~t i. [.-

_!. I 4

I 4 -
: r

{ ,'::
::,
,
~1 , L. .

, I ~ - ,

I: ~ .
_
t .. .,. rl-.+--

t. T- +

~
, _..1.

J- f
- ;_
.
r
i'r' L. L. _
..
_ 1; ~a{._ i I '-~ t' { .
., 1
--

-r- t
f
'I-:~ t -t. , _-

'T°r " i

t1 .

_:-b--,.

L I

-

1 - f
-
I•- f,

_ r-.

:.. _

.{ r

;~

'

1. `_.
,._..
~'
.. - ~..
1 I
{ r_ .I. ~
:,~_
Y I
- .-
~..r.. t r V-.-..
.i.t-j._ J.r-L_'_ .
I.I I
. , i r
..•..i
: ,:..
'J--
~I :
~
- : .'" -_1_y
.. iY.-.. ,..«+.
i_t-t_ .
-'!-"
f
i T
;J i-
7 41'_a.
!.__F.}.
~._r'_
r - 1... .._:
: . I !. _
__L 1
I -'
{ { - { - +I
FI. 1 I~..- -1 J~ __4-~ r
C ~
(
!
i 1
1
t.,
:

i
'.; :
.-':t
,

.i_ 1
J
ri
t.~
+.,~ _
,
~ I
I
I~_
L
~
~
t
, t .
y
:
i.t.J
-.-t I
I~.'._
7 ?'-

, ! I
]
1
_
'r-1--I-
1
i

1
-
~ I
`
1

1 r
_lO I
I
', I
- .1

'' _,_+!_..

; ' ,.
- !
' ~ , -
_ ~ :.. : 1
i. '
~.
i ~ 1 A.._ '""'-. I'
I t
•-t °"-
r
'~
t_ _f-l.. ~ , ,

r
I i I.~F-,_

, .
, I [ .._
I
7 T F - ..
'., { `.+.1_, I _ ~
L
F. }. F:!; a
1
; ' r 1
1
. I 1
.

+ _...
.
....
I
h _

! ~ :

:, 1 .
i-
L.I_ . .1..
~ 1

i ' _

I ...
:
_
F
f
. I_:
r , I
r
- _
,.
j .
' t l

,r I:

1
11+1
r ..
i1i* L ' 1

j'.. I

I +

'il II.. ~_ 1

z `1'`
{ .

1[ `_
(+ _

'r L x_1.+

rt' + .,

V I-'J 1'

~~ ''J"-
+
1 r.:- t{ :.:..'L

(: L;.+ ~ 1 -
1 I
~ ;"'tom

- ~ __

-

a t
:1
_
I
~~_

...
1 -

t
,:. r1.1.±.

.+J.- l t r

t I_L-}

+. , [. _

~ rl

,
~ i_1

~
+ t _

4r !_

1
I'
- 1

t
'.
I
'I,

.-,. -

1 _

-
,

r
1 :-.-1, ,r 't, r _ I ,
! ±~f J.a-r' ,,.:r
I I_ , ; _ .L•
T ._
r l_:_,.

t 1

1
T j: 1=. 1

~~'
.

j I-~-
~ F

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

I

I I I'

.. ,. '-t I
I.1'..a_I
. !_
r.Li 1
~1 .- .-1.
r.1..-:. 1
.1 _

1:.
._v~l
~
: [_1 ~ 4

:
i' !i:
,
T: t .-r.- I i-.{
~
i"!

J., - IJ

~~ ~.
` {
tai _t
:{ I

i
-
:

I"L
1 I
,-i~.. ' ,

~a- t

..
r
,:
-

, f

++
- 1

t '
,.
::~ Y
1

17
~ 1

-I
;_,- t _
[:i:*
~
' ~
~ I
I
L.i ii +
+ [
r r 1+
, t
~
.
T: t~ 1 ~,
~
t .
'i 1
I I
~

F .
~
! .
1
1

i J
[ {
'r

.
!
1:;
~. -
;I ~r .4
1 -!.-I Itl -i ,.t.- I.,
.-. ~ :~ .. ~; ill_{. ...
,
._I - ,
+ t _-'1.1.. ,
y.
_ :Y I-a
r_I}.r !~ 1
,
. _ --f ~
t, -- -- 7

~
11 1 `i-f~ lI _ .1 1 T. ! ,: T
r ~ ? : [ :I I.rj Y
t I r;-4
I
t
r
~:.
f r_ _{tl iT i - 11,
{ I{i_ t i t.:_t t, -~-- ,7?
~ ,1# {
~
~
-

~

f'
: 1ra_.

I __+.. : 1! ,.'.-- ~t

;,i~.-~. -r J I - _I

t-~ 1 ~. ,.,. _, '':._.' L{'-I. S:1

1 r* ~ !,
,.
-;-}I
1 1
,
1 I
1 r
-Y+
~t
1
fJ! ll:.
i tT ~ 1

r
1 ~- 17 ,_-',:

I ;,. [

~ I y.,

11-' 11, [:

i iI

1 4

I t}L,

i, [.+I
~
t~ r I r
,
I +
r
I
t
!
~ - 1 1
1 I~
'
F I
1
11
, r'
1 ...i-
l
:
I+
+ - I
o

1~ rl
i I ,
: J 1 r
r r
I

i , a- , { t-

J
, i F ;_ I
I '
1
~.
i J
i
'~
~ '
~
~ _ ` ''
- T

-~ ~J I
+ ,
L--1- r
~ I
' I _:
, '!
, ~ .jA
~ ,_!:. ,
t"1 : !
_
` I :i
' J`' i.
~
~
L 1 i
,.. I ~ t
1
, i i
[- t ' I- t I !
I i
'~ J '
t +l- a I-!.
~',.
~
~ i ..
~ .
~ 1 i
'
~i 1-. 1
:_.. I - _
I
r t +
~ _
+
i l r l J
..~.
1 L I [..
~

L
~ t L r1-,
~
~ .'.-., ~
F
' --.4-.
I

I

_ - , 1 ,
!:

1 _1_

I
~

{
t
t ~

1 1 r

~ ~ ~ ~
tit
I I +.- i ~- ,
:.
~~-I ~}. `
4_- ' _
t 1 1 r r t...
L
I .. .,
. ; 1 . 1.J.
I I .. '::
I :I . {
~-
~ ,.,
r l 1 -. I . _
I I I~.i ~ I 1
[ }
. -r..i
f' . i
~ I I T-

.- ,
I
'.
- , t r
,

~
I .
,
~
~
~ ~ ~
~
I
~

_
~
+ i7

I

r
-
} + -~1 t
F
7
r
~~ t
~ i ~ I
"
'

1
1

~
L T ~
l ~'
f " (
([ I 1
i
1 -
' r
.
', t {
r t i ~ ~
- .
'
I
11
- I L..

1- 1 -
1-1 '
: i. i I i
1 I
f
. t
-
~ I 1
I. ~ 1
f
1- 1 .~_
I r 1 I -
:. h 1
r } r,`
l ~ r
t l I
~
i _
'
. - ,
-{ . _{ I ,
._
,
I ,, I i_ r
i -
; i!
.ia i ~ ~. !+
- , '.
.
I - I r
Jt
~~
1rt y
-.. t :
II -~
~ `~ 1
1 L,[ "-t t I ,
~-
t- , ,
t _,_ I 1--r-'-' E ~_.. I 1--i -
.,~
1
1_
- r I 1 f-
~
1
1 ~'.:I I
'i ~
~ I '~
1'1
~

J

,

! .
~ ~
.
1
r
-
[
,

;
-
-:.
1-~ ,
t {
I ~
_i
-
1
,I
1
a-r
~-
~ i
t
J. }r jF:.l_, ~.fl--~, r
- , ,

_I- t
'~t-:

1
~~~::
t
~
~~1
-
.
'
-.

~
,;{ _.
,t~: .
ItJ. -
~-t.1'
1 ~
± -
-
, r i -
t`
: =
'
:

: , .
,.
.
~ ,

~ ;
_;

L

~
,
~
: ;

-

r I

111

Y

i

I -~-.~-

r 1 I
i
'
'
~
{ _.1 .
_' j
;
I .
~ 1 ~ -
~
t J r
;
I .~.
~
:
~ -
J
4
1
' t
+ }{ -
,
r
~i {
-,
t ' 1'
. 1
~ .
i
i
~
I
__
'
1
rl-I } r
"
-
-t. '. ,
,.. }
i ,..L
_
1 {--7'
~ t. 'h _..
:
.,_ .
L
J __
_
_. - I.:
1.. ,.. a, .
[ ,
_
, - I ;:
+_ t Y -
;
- 1 1 t ~
.:L
i
i
I'.
+ t- I~ 1. ,.r , -a
~t r^.~ i
1 .t I
y
*- ~ .
ter, ~I I r t

:
-
i r
,_l,
- ,
`~
1 1
1
~ : i ',
-,

~
`-~l 1
L ~ ! t , +
.h
L_1 J.
-
J'~

~
:..;-f
-
, +_J I
I
~;
~ 1 I
_

t
I I
t
.
' ~
'

'
,
(:1

I

'~-

':
I.,
:

,
1 .L t_~
1_
.,. r,_i 1 r{-
_:,.,.. r.. - _I i

_:-~f,
-;.. ril .la

-; I.
~.. :.;.
,., .;.}.

;-'
_ I
., .
-
I ~_-~-'I-
..r_+, _ :

-,
ill

_ I
-F .i t

;.._.
!-r-., •

1 i
I I'. •_, rl .,, -

_ .._ t t :r

_rl i 11.-1-. r t ,..;;~ ._
.yr ,..r;-a ,{ - `-!. +F

-1_,
- `r

_..j_
li .I_-

I I , ,-

',~
._I

-~ 4

J [_I
I[

~1t,::

{
1 -

.+J ,

-i~

! 1

.

i-i
t

7 t`

-1 I

}

i
!
7 r-!.»

~?~

~I

-
~_
,.-
--._.;
+,

I
'-!-'.r ! ,..
1
1
_.. 1
'-

l
i-t- ,,
F,
:~1
'J
~'~

-
}1:.-V
-

[
.I:-.
.
~r r r~- Ja '-.1+ i+a
1
;
+I
-p.,..

~
rt..,
I`:T
:1
~I_t
a
-'} r
{
~~•~t-f
1
I
~
- r
,1
IJ
_r
yl
T,-_i
_

L
-
J:

'
li_
.
t
.
lt 1
7
. ,,
..~- ,
:
~.
-E. ,
1 ~
T
' :, ~., _
.tl}
', r-. T
,
;~
1_ f-+ 1 7
- 1r+t , -
_ r_
r ;_
-
L -- _ ~
~ _ _
I_.t ,,
y ,_
-~ 1.1-
t -,-
f4 ,
;-I- [
+
i r
a
,_ , i
G ;
~ r ' ) :~ 1;
l F t ~ { ' I ~ ;, , . ~ ~

-- 1,-t
~_3-r-.. - ,
G I. ,
:,+ ,
_,_;. ._I-
'-- ,
-- 1 -` ,
,~L
.
.
-:. I.: _ ~
f., i..~- ~+ _I
,..~.- -+.1, -,-
t
,:
- 11
t ,
,
r r-
r rj- ~
-I -1
r
+ r ~, r
- r ..,

r
r'
1 ;:-; , _~-a
r - _I_
ti ~

r _ l, ~:
, T - +- 1-
r K~ r I

1

. :

_: . _. _
r

r t , _
r I
I r
r
;
I
,..
1
--

_.T i i
~i--:

r'
•
t ~
i ,
--1-i-

-
~,~ . ;. - .,
+r ~ t

._-.-r l
~ -
I t
t
I
: ~~.'.1
; l
I;

I , ,
-,-- t ,,

:~. ' ' +
-i -I I _ +;
I ' - --~ f

r
t -1-
~: ; '
? i t
1 +
i-.~

1 !.
1-

- +

I ,-}
1._

J-,.;- ~+ ~., +
t.

I I: _ I_
,_+i_

-
.

I..
l. I

I
~ , 1 11
I

'j:. ~ l y
- I

- I , , _
-_L._

ice- r r +

I ~- r
'[1

' ,1 i-
r

[ +

-
'

111
[ I -...t_
i }
-i- 1- -
-
~ .
_!., :. . I .LI - _ - -t +~ t-{: _
., , .. i-I-1 _
,
j i .-i- r{' t l it r -1-i r f 1
-
;I1_i.
•
, {
-l 1
' i
t'~i-[-
„
' I I

1 1 1
J
=I! ~
{I r,
r
J
~.;1.'
~
it 1
.;,
' i t
"_ '
{.
i , -,,
f*I' }~,~
r.,_.. t {
~E'
.
. ~
_ _ ',-,
,
i ,
I T
~ '.,
;1.f-
- - - -

+~
, _
' r ?-r r: TF '- !-~ {+
+" ~ J- ..r-.,..I.~ I" -
"I•-1
-i- 1
- 1 ~

r
;.-
t -
{
1 :'1-
~t-!7
- r -:{ -- :iii
f.:i-

: r ~ Y+

_ _
~-~
`

-'
I - i`_
fr
-' I

I ` _i.

_'~
1 ._t
i"..L,.
I
_~}
1 ..
'I1
_ (-r 1
r J.`~
~ ,
.'.1. ~

1 ,1

l

5
:.
.. .
! I _
. ,
~ { [ ..
r j I
.:;~_ . r
~ i
,,
n ,
:I
1 1; r
Ll.. , ,
:, ; ~ ~ ' , ' r (
i f h .. ~ i-1-L 1 ~ - - t ~
` t-' ~ i , ' t;.
i . I
1 1_.y L
. i ,_} , y
- _
~, , _
- ;1 r
r 1
t:.
1 t t
i

!~ rl
I

i,'

i
1
~

r
I.4r- I ! rr r

l
7

~ i

Y i :I

F

J

,~~

~

'

t
~

!
{
' J
] ;.
yJ-i t ,
11 , - J ! I-
41'j-
1 - I ? ,.
1 '1 r
Lt I -I-I.t
~
1
4 ~
{ .
-
-!
, `
~-
~
1- L
~ r-1'
~;-I- I 1
t r
I-4=
I
~ i
Ll _
J
~
I
' -~ -. , . ~- ~ I- -}- 1-
: , ~ I , 1 t r
,
.
~
~
} - 1 , 1
'
.;.
~t
I ~~i I `
`
1
;_.
~}~^
I :~
~~
~ 1
:
~ "J_1
t
I
t }-F- -;
1. 1
t
- r
-
I
1
L
~
, L
I
~'-.I_L
F
~
i
1
,
+;-
I ~. ,
t.
4.
' _
.
~ , - - .
_
_ ~ .
; I -~ _
i
! ' I t-~ ~
-- ' i
, 1 7
- t I t a '-+ i `.,,... , ~, I
._
i I 'r
,
t..
1 t a
1 }
1
~~ ~ II `I. }i
"
I
~ r ~
_
1 _ 1 i
+ ~'
- 1.. :
1
{ ~ I ~
Ji:~
~ J
1 ~ ' i
1
i , [ { ti l } 1
..; 1 1 , 1 1 r j t I . /
r . 1_-F! 1 .~ I 1-i l
f' I ?-I I J:
I r l ~ t~!- - -.-1-

I
I

-
I

~

r
,:.
,

r
,~'
': '
y

~
~

I

~

I
I

! 1
i 1 rr
{ I ' ~ 1 - /
}i {1

~!'
t t r
~:11 LI~:
~_
f
! Ihr I
',. ~
I

L
'
~:i
--

7
-I 1
~ ~-
-.
l . -
j .,..
-
I _.
, _:.-j 4
, ~ '..
'',
-
J
1 1. } ' :
-
I
J
l.i
i
" 1
~a
1
I { ~~
~I

r -- I ~
I,
1 - I - - ,
t
~
t - i r -F. I. } ,. - to I ~ r:,.+(_ f F - f,
- I ~
-1- - , 1
+ ,
' I- F
I-~ 1 v

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

1
l
l ~

.
?
!
j-
11
{
4 ,
11
.-
_ I ;, - , I , r_` ,1
i
t
' ( 1 I ~
_I.1 1 . - -~~-'~ I ' 1 1-t_- .
,

,

,
- I li'J j * ~- .tJ
1 { 1 f
1:I I 1 0[~ 4b 1.. I..
'
l
T I
, `' 1

r
_ :.

_..

~ .. '

: ..
-
I j
I 1
- {
I ,-
7
~
1 t J r_J
,
I I ' 1 t !I [I r I
_ l 1-I I i lf~
4
1 (
~! I,.. r 1
! T I I I
_ .

~-
,
t
I
I
I
~
..
':..1
I 1
+
I
r . '_ , .
'
-
.. + I
_

_
I:

f
' :
.:
1 _
I:1
:
li l 1-
7 _

r- ~_

I ~ .
I

f,
I
,

J i

~

-

=.L

1

:~rl ".

I-- ! i I:.
_

[ I..t:-

{

~

~l -

' _

t+~
'' ~ i i (I.. ! ~ f i
~ I ~~, r ~+ ~'
`" ~ :I ~
I .1_~ - .-t 1
t I ~ _..
1 ! t r ~
i^ _.{. { J I
"'_ L , }.. ~ r
1 ,y .l,
.- _

~

; 1
_ _ -,

:

I I -

-

r~
:

: I I l I [.

r

i.. y

',

1 I

-f.

1
b
-.K
I I n~ .

.

1

I I _
it

.
J _[ Q
f

I

t- J:

r
'[]

I
"i_
~L-1
-
I

~

j" ~
.t
j

~ !
- I

1

-
I I
1 t (.,.. t. '
i
r
: r ~ t :
l -0
p
I J~~
•
'
-
. I I .
L
1
0
-
'
-
!
1 O
I
~I p +1. . +
r _' ,_'- -
' _
' -1'
; ->`4 1 I.. _ i
i tAi
,'
..
- -

1
.-7-
I J t ._
_
.~ 4;. y.. I
,
. r 1 -
, : I I .
i
I.
I
'

I~
, L

..., +
a ~
~

, ~'
I:
' F
:Q
"._F
~~
! t
I.
I
. ~
_._

I
..
r_ r
, - - , . _~ , i. .. 1 R' (I',,.I ^iV ~tl+ h~~- I ,.
I
I -I '-i _ I - r
4 t' - I I r
_ _ 1 1
'~ -

w
-
r'•-

r „

,
I~~ I
r ~I
I m 1_
, I
L
- ,-
~
I
-~ -C
I - 1 _-i
_1-
,11 -
-

•
I

I

t
r i.

, ' ~ t i.J

1 f _l. j. ~ _
_..: )-. _• .`~{
:. ...

i

F
1 F

' I-

I rQ Q -, L

' Qr I -1

' -

'
,
r
1
I
~
I v..
I
N
, r[
lA
r 1
+
'
_~
L

~

_

.,,

,

~

~ I

,

!

1

.._

.
~-
t

~ J ...__ W,

, t ~
o

. Q
i .. .,
1 I 1 ,- 1 1 1 1 ~.1 1 _ I I j_~ 1 - 1 _I- -

'

~
L
I
r
_

` 1
L
.. ~

~ ~ i

,

I
rl 1 1-
i
~
,
.. 11
I
t
li

:'
-'
:+I ~ lil.: trr! il~f Jt~
-
.
~I 4
~ J
L, ~.
7
L.7
f
4+^ -
I~'. - !
1
_ :
' .1 ~. , -1 r~: ~ ~ ~- "I'
1_,
t i-
- '-

y
.
I r J- ~I r i I'+ ~I-

,
a
i 11 ~ 1 1 n r
~ ~ I
'
t

' J~+ F
r 1 11 ~I'~ L t F I I S I

t -II i j

~ i t [ ~_ I t I~

~

- { I~ I r

~ I
'. r r,
~ ,
t- I 1
_
-i
1 I
_ ,
_,._ 1
1 1- L 1 1 . I-i +-i
- r L ,
-1 I kl -i. ..a_ 1 1. t
f I -
i T T
; { 1 -

I _1. '~
I
l I ..ti -
i! -- I
~ 1 ~ 7 ,_:..
I[
y.
;~ .

I:
I ~
-~J I
,-+- ;
.,
; t' 1
t -~'
~
j 4. '- 1!
r I
~-i'
t

_ 11-.

r 1 -.
.

~ f~
,
'
'~ 11 I"-
I -
I ~ : ~ : ,..
J ..

' : ,_
L. - !

f'
~ -
I",:- 1 I
-
,:1
: 1 1 {

'
'~
_~
~ i ;

, I ~ ;

1 r t

~ , -

'

I

: I

LI 1

[ i.
'- I.. i i ', I
~ t .'i-
+ T
t
* - - f r-: l i~;-/
;
1
+
la
I F '- t'
1
! I
-
t : 1- ' f-r
;±
:~' :r
~-
,++;
:r,
rr~~
.ir
[
+ I
~
I~
_ ^_
I
,
I ~
- I
,i

~ 1. : .
I ~.
~
r
~
~
r

--',
~
l.J -.,.:

[~
-J ~ i a y r~
. LL I' 1 ,:_.1 l
'~~ t

-

,
i
I

I I
rrll
I

^ -..
1
~r"
~I -
1 - '-
I- I 1-
fi: -
:
~~ _ .
- _

-'
1

I ,
'

I

.
1

+
_ , :. I : ~i-,:, r'-; . i '
__,_, , _ I 1 -"'I-'1' _ ~, ; I - , i _... -t -' _,. 4J - T - 1
r-,~ ~ I
I [ i : _ _
~. ~ ~
,
I
i

:

,
T

1

I
t
~

I

:
I I

I

.
_
r r

I`

-
-

~

I
-

'~~-•

-•1

-

I
~ I i :- ,
.

~
i. ,

r..

I -.
,
~y.
;
. t a
1
. 1 :
+~:..t.

-
.._L.
~
-
~
-
.:i.. , I
-..
I-
. ~ .. ~;~ ~ .:. t
N

~
11.
`
1

r

(
1 -
II
'.y,
1 1. r.
t
r'
,_ _

y
+:
r
r. 1, I
"J
I '
-
t-{-j-t
1 .y-
-.f?!>t
~-
I ~-••1 r•

L

;_
-
+
^I
--1 -
~
ti-i
I

~
it

, ._ _{

'-

L ,

I

a - .-_. r

fr
I t + ,.r-

~

+'

. l

4 1...
~ '- ,

....~ ~+

~.
I

~ I
-ror +
74j._. ,-

_
,
-!t
~ 1 1
1
~

l
;
,
k

{

~ r+,

_,r.
4
, ~ ,'r

i

. J. 1.-

I

~..
i
- G; i

I

.:
I. ..-'
, I
~
~
ji't 1 .'
,
r f r.
a
t ~

..
; 1 1
,.
~
' -.T +i -¢"

{.1.
- _. J+r-~

-
-
~ I 1
-_
+ , { !-'

l-.J , l:y'J I.

} ! -_ r t
r
-
- ll:'
11 (1
i i +
~- :
i
~ 1+.

F

.1 I

t j:_

{_
~ r

l,'
y
-~
f
t r'~r t
_,.I
r-1 L_ .
_
:
[ _,_
.: :.
i. ,., ~_,..

t -1_i_
..- I... ,.
I

r ~+
-
. _
1
~ I"-
.
~. .Li-
_,
1
; _.•_
-. 1.~_.
r{

' 1.
1
I +. _...
- .
~
j t
I
1 t
r'
-~..
+1-

- r
.-

,

~
1
~
{

4?: t ,
1
LL. L I
1.1r +
1. ~
'
~
t
t

I
1.

,

L
.yyi
-

F _

I
I T
_4

,'

I
~ ~

t i ~
-.-.!
i'tl
:11; _
, 1~1

: :
~ ! :-
}:, -7 J
~ r
_r. r.
t . ;.r
L ~. -
_Ll
:
~ - - ! -
,
-i_~
,
} -
1
~
!
-r~-
I ,. ;- -1-.•- ~1'r~i- -}
1- _r.
.~+_ ,, ,..1 ,1
•,-+-, 1
1 I
, J- ..
+_
, .
I I I I
,)

{ .

._

~~.it ~ +~ 11-
_
y i
i
- _
.
I `,,

.
r Ir _: «{

t
~ .~__-._.

1
11:~

_+ 1

~
{ .:t F

1 -_ :ILr rr 1 }:{I is 'J

r
1 ~t, (~
j
1
f
f '"f _

:jrL ?':

:~
ii `

I ~-t

~'t I". _

1 I

I -[

i ~.t

"
i~ l

l ;I ' '~i I

i
~ I;

,
r.

'
.

,_, '.-; ,:

1 _; -}.;.
.
,-.:

,1 1} .i_
,i
i ;_ ...

. ._;.L
_
i
1, -
,

..
'rl rt _
-

tt ,

!

~

.

- _
_
.
;-+
r - 1-t, G [.. _' ' ;
" 1

I + _;
..
-

1 -
t -

-

,

I ~ - 1

_ -

_ -

I [

1 t

,,
-,.-
,1
:[._
'_`~{I _:
1

_
,T,
;~'.I.
'. -t _
;:-

RR
!r
1
y'
'
4
r

-1
t r ~-_rl Ir
,+~'-I
.
I ,i
'
rl ~: - t

1
-

~
I

'
'i-II
+
I

'
~ I
~ 1
' :
1
.,...
1

.

,-.
-1 -! ~ , , :i 1 I ~ ,_I.-_L. ,_ i } ~'
•f I r r ,-r - ,1" t- - -
I"' i} i
-,
.. ' ~ .-

r

-
-.

.

~i.

~ I

,

r
.

I

~

I -

-

.

-

t

I
4 I

I . 1
I
I
~

~
t

I

i

.

~

~
-

r
I

•

r
_ 1,
L ` d ~
~ 1
~ ~

~
_-_

_
_~~z
1
I 1

_
py ,
_ f
.. , i I'

4
° x
- tx
"I ~
I ,

I
I -i y ; - 1 -
-I
--
I
` t 1..
-
I , ,
~~:
, 1
'I
i :~ ! ~
Q, ..
~
i
:.w-'
~! I i . I r~
,
_ Y T p r
- I
~ 1 ,.. , _ . {+ . I i r - I _
T I O

1 y~,
1
y
1
I
~.
.
T I
1
i
t
L
, r
t.~
.I.. Al
+
~
I
I-
'
' ,
_ 1 [
-
~,~,,_
0.1-~ ', ' i ~_.. t,
J ~
~.
.l- tl
t ~1~-i
, 1-
.1 I ~ + t
IJ-l. t . _,~I LL. _.~l i..
~
! r 1

i

I
.
t. ~

:
1

r yt. I
Y r-
61 Al 4~ •

..-.
(^ II7
,
. -{ ~

'I r

_J_
,

, ~.
i t

.. ..L.1
I
i _r

..I__+.
t ~-

, ..-

.
~. I

Jj. +..
I

4 ,- .
J'
f }

.i-~, ~
: r 1
t 1-~.
7 7 "t 4

}, lt_I -.L .11.1 I

T y
I
I"

.I
+ 1
I -{ I I
-' I
I

-
1
1 1

r

~. ~ { _

..'.
I
..,-~_

-
I

t -
~'. -
-,
!''rl

.-
1
h
[:-1
tt.-.t.- 1

r
-
--
..J
~-~ Jr t.1_
I
I
+~
I '
-
l•

:
O

_'

-+ l-'~.r

I
1
I -6
6
_- ' -1 .:
i
-
!..

1 ,

i.a_ j. I
,...
r'
I _:-

~_

'i ~

::.i

_, I

+ I . _
f.

1

I ,

,. _f_

.
.. ~..,-I
~
y
=
P 1. ~H l 'I ~ ' { 'O
M .- T
n
t
•O rj ! 11 1 ,'
I i ~ - Lr I t ', I :' i t~ V I I I_ _ ~ ~.._ ~ er
j.. d. (. e

r
~' »,
r ,
-}! -,, ! i -t I[.1. _
1 ~~ 17 '..I_ I -I .L;-- I
r
- I 1
r
-

~
r
~ l
:.

N Z
:.~ J
'
, 4
. •':
I'_
" I 1
,
'
;
I
( i
1
{
m
, ,rl ~,.. ~1 ~~
y 1 1 1 7
_ t '
1
i
t
-.
+ +
1 .' .Ii-
I
J -i I
~
z
_ i
-
-
' ' ~ ,
1 ,
' 1 ~ ~ 1- ~ }
la
~:
~ ~_~ 1 ~
~i ~
r '
}~ I
1
, i-
r ,
:. i
;
' I I 1- t { 1 [ ~~ ~
,
t
, is L,
I ~
.
i
l 1 I
I+ ~
i
I I ~ -,-
+-j:1_~ ~ t
I ~

I r
-

1
,:i~

I !
i o
_. _
I _ 1. _ . _ . _ ,..
- y r
. ; r
I
, I ~ ,I
~ ~ I 1
i II
r 1 ~ ~ i
7 ~1 i , I
, ~ ._
. [
I
-
,
rTh

I

1 -
l - I li; -~-
t -
~ i-J-

{ 1 71

~
J

~
r ~+
I
I ,
- i
_ _ !. I
, -

I ~..
Z
~ I
'
..
_
_; ~,r: .
_. r.._..
..~
~
r
~~.
{
F
'
{ 'I,
1
~

.-

.,i

I,

J

1, _, ,.I

71-."

!

I 1
I
~ I
L-
..,. __:.11 l.i

,. J

77
1~1~

, L,

r,

1. _r r

1-1._

,.,1

1,
1-~

1
rT "' :.J

I,

,_-

_,1

I:_

I 1. i._

.
8/23/99
t

~_
2/4/2005 2:51:10 PM
r:\ruatlwoy\proJ\DA215_rtly_zpl.tlgn
8/23/9
:
,
I
-
,:,
!
+
Irl
[
;t,+
;,
I
I.:,
LJa,
TII '
_
`1
tl
-
l
t~
- ,J
y
L
,
,_]
_}.'
t1!;
I.
+.
' '' I-

- .;. ~ I I_i- '., '
' I ' I ,.f.:-.
,
'
~ :. i-

` t..f
_i ..
, _
~.t _...;-TI , ~ ~_~:_

'

:,
-
~I I

''

rl :; k

i-' ; ~
:
::
..
.
I
' r

-±,;:
a-
- r
r
t

,:~:,,
'

~ _

e

__

~'
r

;±1

_J
`

{
F

1

'

k~
l

;11

{
1

;;

~

iLrl

'

L
~

:~
~

;.
`~

Iti

1 [
+

J+
I

r

?

_

`_'

-«i_•
~.
', ':.I
111 1
,
I i
.!
,
~:
_',
!.,1.
T ;.

I
;::.
~- -

-
r
, .
~~-_

-,
l _
:~.1:
r
I

,-

r
_

,,
:.~. I
t
1
i..:

:
. ; !
i r
, ~.:1::
-

I
;
1
~-.
,.l-_}
I _.
,i -}'
.{_,y~ . , 1:1.:
--r~E I.
- t
_{
,_:
~ .-.r:
1
i I
_.:-1't
~-r {-
! 1-
)_~ :_.
f- T i
r.-
'~-'~--
t'-1-r
I 1
71
---i-~.-
~._=r
t r _.
r - ;,
. I
-j:,

[ :,-

-, ,
...}-,
~•_;
~ r' '
r4'
• I }

:

-I
~
I1-.
~- r
}a

{'-
~
i!
t'1
Jr
I I' "
f1
t-T
.~_~-
T}.

r~ 1
..1_~

~~~
-I-r
Ir- -
!
O
'

I I !
rr-r-~
Y -- _
_T- ~ 11-1-
-+ r.
_}..
r
, {.
i
:~:I;
.-r
-,-~
I
+-rTI
'r
;.',
I ..;::
I I
4~
- ,~
r _
i L-
r_t-...
I I
-
J-L - _
i-
~r;
}-L
y
1.
-'r
,

j-.-
,-_.

~ , j -
[ I -.~
a :

: 1_ .
,_ - -
ifa

.. _ ..
..1....
,

.,_ '- _
. °_~. ,__.-r -
:

. , ~
-1

. _ ..{
'_,..i i-

. r ~
, 1._r_.
1

_.._F_i_ -
}.._J. L_ .

r r ._
r.+~:..

!- r ~
.r .,.
?

1-+-1
,_f r-+_
_

L ~
~ J L .

I -
,:.f _:~
'

-t -'
I }

{ 1
-

_
.+:':
4
_

1

i
_I r.

t .i
_r-{-.,

`

t ,
.1 ~..

;-$,

:..,
~1

1 ? i_.

.1_
..
_

:; .
_ i

'
_
-
_

I }
i, I j

L

~..~L

'

1

,rt

-
~
'

..-
'

'. L I
_ _ i_

~

~. ~.

a_

~

{ _

~

t_.
-
r:

. -
~:.

~
, '

;
+ .

.,.~.{-i
..
t .-I -

i-j-1., _-
t
L)-~.{- ,_,_ .

-~-'-t~ i ~ 1 ~
-T. _:

_. r rt ;-I .
_.
-i.._:_
.. . _

C~ ~-
, _.<; _

- i_l._I_i
I ~.L..

,
., _t-~ _

_
1- 1.
~-
! . i...
,..; f _ _
r r r-

-, rte, t

L t-1 I

,.:, .,

J: ~" a

. t..r
t i ~

, X._
~: I
1-r
} -.~I

I
~-''

I t
:I

~ I

I

L -

j --4 , , t

rr+ -
-
~- r
:
-
r. _
'

-
Irtr_ ; rr
}

.~~..~ r
1 -

r
_

T

.~ .

.-l~i-i

, ,~

a_

-
Q,

:
L 1

i::j::~ t

! t-1 t

:
1 1
f I tt-. .

_1? l....-.
, '-
l ~~ 1
L
1 r r

,
.•
I .I L
.I~
+ F_ , I
- 1Y
i.

.

i
+`
. ,' -, i
L;
}~ ,-
..
,' i
- r
I!.
~

_ [ 1
_'~t
,

L
'_i
}~_ '

,
f a
+

i ~ .,_
_
{ {

; r.'.

i-'

[
t

I

r ~

,
I,1
-

'
~,_.

L

1
F I
'}

G .
-
,~.T
I r {
~„

L 41..._
,L;

F
-

I

1

1

~

I

,
11
:
~.,'
L.: :
I
c
I'';;
i
' ~

' ' ~,.' ,__

I '. _
' •-1.;.

:-j-}-! I.. _

'h -;_ }. - I ._;

-~..+., 1.. _(_r_[-.._

i _

. t
I _..,

,.:.:?2=

, r: ,
}., I
..i-'-- - -,. _

{. ~-1--.
I I y.}

.
1 l.'.

:,... ..,_

i

', ~ V
[
.
L. L

i-

T
1-'.
-

- f -

[ ~ ~-I': f

t - {

_
-
1
l :
-

- T

.I_}

r
_
r

•~.

:

r

l
L
, , , '.~

• I J 1
-

_
+
•
r
+-i -
t
I
-
TI:i.
i
= [ L .

. [. ; ."1 r 1

-
r '
T I ~.

+-I '.

~

I

I
t._t, ',. ..
I;+-• , -
T.'
l 1--r_. _, ,
-...t. .,_
- _
.
,.It I
~f-, ;- t`.,_ _.t 1. .
._.t,_ -i-i,!~- _
-:-i I' .
~-t, .r... i_ .. .I_
= r.- J`- I' L _
*r '.r
:.
'f~r" 1 ~t

E L `I

J _
.
- lrlt- -l
-r
( i -
-1 1-1-' i ++-
•YII , .1.- .~.
i I l F: ,. ;,. . ._,-ti r! r ,:^- r} T ,r'I It t r i
t :,
,_
; .
_ -I-
_
.
~ ~,
-r
, _ .
.
n t„ •,-r i-
-~ t* I Y: I -
~Ori
, ?
~ ,rr
r r
~
~ , +-- y
. , 1
t
~ -T, f ' I+
71
1.
f I
I r t
-(
I ..+
{
i-~
x r:r
L Y
r

~ {t
1 ,:~'

r
+ , aI
f : -~ -r, :.
f ! _ 1
1 _
!
~~_'~j 1 ,-
{ r
[. I
t
~; .
{ 1_
. } _
t -.
-
y r
Ti
_ T.,
~-

~ '

{I
::
I t { *1

:r
4 i
-
j. t
1 I ?
t
: 1.1..
I

i I
1.:., I

~ Q I
} r
,,,_.
.:
_.., ._'
I ,t-4;_

F .
I : ,_
r_l.
.i-{-1 I 1

,-{
: _'-_- :
;.._ __
_
..-1.
!-l ~
,}:Z ,. , 1
.
{:_
~, + .
.,,
,.,.
-L...,_r_ ,

.~,
--.. .,_.
.:_L
,- .-L-
_:_
,,. .
-_.
_+_ -.
..,, -I-;
_
T'_
ai r,; :. ;
_.
-r,
-I" a_, ._+

.-}`- .,;
_l ~
-{ , ,,.:_
tt
-1-~+~- .
.
.t
t ~'t' ~.-

r..l-, _J .r
_1-~'-
I + _
.'IA1
"I `
I.
..LT ,4
+ .a-

;~

r+, ,,
'J
i

GTi; I,f
L.
-+
r
i-, - ,1._
.L_ rr'
L: _
~1 -~
!I_ _
- l .
_1_
F1- -
LI_" +
~~_
_ r
_1

;-r 1 -1- +•
_{_. _.
I i
_1-
--
11 1
_
, -
__,_'_, +
_, _j-~ ,_;_r.
-}- -

*1
~.. ..{_.

i
! , ,_ _.. rt
•'-L _ _~,. r__.

1 -
:.I

'
_ _~ ~.

T
_~.. -[..

T , r
__:.-r _._

I I r; ,
. _,..r_

fit: i- i
-. ,... _

r 7 .1_T_~,--
..~_}+.. r.
_1.,-.

' . : ':

~r.
.~-_
T.~..:I-. i-%-
.~, ;..
+_,. r_, rl

it
.

_
{
.r~l:'_ a

C -i :
_

r
- I ,

}
- 1- i
.. i_,. r +

~ ~
- ~.1 ,

T:
t rL., t +

i , r
_

-~:
L'

-
_,_i;

r
ri~a

;
~ ~

_
i ` I
I I.

F _r r I
_,_'-

~
i I ~;-
_ I ,

1
_

'

'

r
,
;-
.,
,
}
,_
,i
_ :..
'
I
, .'
I r
:
Y
+
1r --'- - - ' -
;
: r.'-.I_7.
I . [-r -
_
r .+
;-I : _}..
} _} :.. [ -L.r_.-

i . -
1 ,-I- ._

.
[ !-r-- r _
_ t . 1 , 1
r
~;
;
I
,~`T 4+..
,
i
'
'I
T , t
,
~ ~_..i t.. „
i
t 1 _
. .
~ ._ _,...,-
A
t
'
;1
.
r r
.
I :
-~
I _ r -~
._-; IIr-+- I +I
-i-I ~ _
.
r: i- -;
{ -
_
+ _..
I, I- .
I
I _,_:..
.: ,.
I ,,-
~ ;;
.
_ ;,
. r~- ;.
-.-I.
- I _. 4_
.
_.. t
-i--. ~._• _ r+ - ._
,
..
: _
- -rF.r. . , r
. __
:1. _..;..
I
~ :._ ;.J..,.-.
,:
. 1
i ~ ..
},
J t.t.
1L , (_,-!_.
;-r -1- -
~r _.-..._{_
'
,
. I
I .:!~ _, - L:
1
' _
~ ' . r:

~ -i:
T_. ..1_,
a1J 1 i r-: 1
ar,t :.~ ~
++i l ~-
1 + - -

~
ttL '-} -

..
-r
"~ ' I
,rt .+.
- -
~.
t1 ~ - I
:i:~ I -

,_.
•
- }
'-i_I -
_
~ 1 t. _
. .
.i-1-rr i:i. t_
_., ,-.
I ~J -
_
L;-r-. .
.
r_I t
,.'_t_.r _ ;_
..+I _
_
-
-:.r -
, I ~-
r, F -
-
{..

_ -

: •

,
~
I,~
~:
, -
::j;:}
, f~_:
-

..
, ,:
--
t 1

.
T
,
~

, r

,:
'-I
'-I : I-
-~- -
I~-i-~

,
i
tJ-: _+T t L.:.F_r I.-. Lf{ r t::_. ..I +;~;.:~ -_ .-." .-. ?:., il.:"t. I`-C: :I~Ii_. t- I. ..{., A :;~;- ::, t -- { _r r} _'_~ i-i_ +L..- r.,r .i -1- [ -;"I: I Ir:i- ~ I ._.:
ll t' ~L! '_
: : :' ~ :' ! 11
1 ~ '
- i'
:+- I
:
l ~:
!' '' I +
~ ,r'. ' 1?
' ` iI ~Y } " ~T f
~ ` i
:. ,r r_:_~.-
, - -r1-"~--.l ~ -_ .
, _:J .. ., I
;x_ I. I - .
,
{ } .
;+ _ .
i
- .. « 1 --' -
I' " - . -'.' -I -"1-f ~
- !-
- ~'
:
©.._.
I
`: _
I '1 _:. ..
~ F -_ L l :_
-I.;..
i ~'-I .,
. ,:. I.
~
'
! -.[
' 1 .
_
I +_
i" ;-
:'-
i- I ~
' L
-- ., -
]: -
1-' !
I ,
: -:
:
:: r I
, -
- '1- -
-- n
r i!
~ ,I- .,. ;-t
1
'
I L1 -
I
': '!
' --
:.;: f AIL;-
, ,:
j: ,m 1
. '+_r_:
i -
:,
.
L . .

~! ,..

a, I

,I
:
L
~' .
~ I
: ,

' r-

I __.
.

,
' _

t1

t ,

i

: .
I
r

I
"

_
'~
~

1 1

r
+
I _

,

r .
,
1~

f

-t

I (

*

- _

-1 ...;.
:.
-+-!i

• ,_
~
~-r -.-

- ~

+ .

1- I
.
1~ _
L_>_
: ,. r , I_r _
_,. I , •
' , - + r' r,? ,.,~ ._ ,,..-...
-
'_ -
LL_ , { ,~
- I1 . r I t I I ' 1 „ , I
r

_},. i.
. ,_,
r.
:
. ,.{=
.,_:.a
.:-
r, r,.
.-j' i IF....
, t,_
~
~ _
-,*i
I :. ;-
,, '
I
11 i
a-I-.il
:,
[
I -...
-
~
_r, 1.
,
_'-
'
I
~ '-
',.r:_
;
;.
I ',.
.
r::r
~
J-.1
~
-
~.-~
-i.
-i:.I
, r
I
Via:
~,
_L. i-'
, , -
_:
:
:'i':1.
1
i
t, _
I'_
+
.r
+
+ t

'
.
i
,.:
: r
r F
, r
I
r :;.
r F...
' t~- .
r {.:_I-
~1-h-:- , , '.
.,--I-~-; - ,.....
~ .
. .
. , 1 . , :_i-.. .
.: Y I- ,.
: ; I-.
7 1 __.
- -i-''-I } r
_
~-1....- - -t
'~: I ; }-t-
-i -rr .
L 1+ ..:_}-
T-t-
, '

-
~r1 I
'~ }..
-h i- t
-*ia ~.
.-; i_ t -
_+-_r.: h
: , , I -r
i.: _,
i
:_4.. r
}

T
:

;
,~-1-~
~ "t r - 1
- .
,
r . -
, d-I- r t -
L

'
I - 1
~ I

I

,
I+~..
_:_
'
, -._. ,-...
1
~
E
- _.
t :

; ' -+t

- ,
,
1
~ . , ---_

I
; L -

,..
t .J_..:

1, .
t .. __

I ~ i_i..: 1-;

:._ .:-. _,_

.L.,y... t

_'_;..
t 1 t ,__;_

+_+-t , ' +_

r -
1

1 I'

? ~-
:
T !+

~t

, ~.~.:r 4 -

I:
~~
,
..j.:- 1 ,.~_ .

T -

` I
~ J I,

T .+.~

_ +
i : _+_,

l1 ,_L.
I
.

I r

:-1+. -

{ r I. ' r .i_r

. t -
? -ii'

# I
;
,

..I j
_ + t

] {.,. i.

__
~

;.~

. I i ©

J i-,

,:~~ 1
.: _ : : ,
,
~;:
. [
:
r
. , ~ ; _ '_, -
I ~r'- _;.i
; ,_,..

,, - ,_:.

, ; ,
i_
I

1 _. }.

r L

I
-

.

t
is

, -
1 L ,
+, _ ,

i I
1 I

I
~r
.-
' .

,;
r-. +
T[
: ,
'_{. i I ri'

l
-' - ;
{:,I
l~l.
.
_i-i1
f
~
..
r
},-:~
I
'..
- t

~
}.
i
1~1
j';
{
-
r

l
Ft i"
r
~r
i t{
r
1i -
Ij~
r
t
~-
-
_ ,__
I--i ,
. i l j h l
1 '
, ri. I. I .i
_I_i_} I -
,-
-
~ T
I
1 {., a- f_
I ,
-1 1 i t' f
IT - I I
I
1 I
• 1a1 '; ' is l ~ ~ I t
. t~- ' 1..~,. ? r

~ ,
1 n I ~ ~ I- r1'I -rti "
I}. _
:
„- I
-r
:.
- I - L
I,[ a - rl~- - { I - t _
r 1 r ;r' r -
-i +:-

,..'_, _.'. f . i

( _I. ., i_..''
..f
_,: _,,.?

I
, -
-
,
I .-;
I ,a-..!..

..._
--l-i l I

F
I I _, y_I-,_
,
-.-Imo..;. t.., -I_

I..A.. -_-:.I

_I_.L,.t 1 :-.:,-

_L r. . - .+ _.

. ~: .~ ,_ Y,-1...

~_x_
f-1- r.

Lr ,

_ _:~

~1...~.t

.
-1 -
~ i_.F'_

_
!-1 {-.
_ I-

4 7-i-

Y_` t rl_'_

.-s,-.
_ _

..I r

i

_ _ t_I

1
1 t

A

1

~
-
11 ~ I..1

-
~
II , 1 1

1
l _

~ (-

I J
,
I 1 I

T

r

I -' t ':~

I f_).. 1

I

r 1 i

r
-}-.!_'--
.f-1-t-'--
1 1..
'-

T I
...
+-j'.;_
_4..1-
. -+_,_'._
-.i_ ,-.l-i-.

' 1
T1
1
-,
.r-,.~_
'1"t-t-,.

,
-I--
~. -1..:

~~,
41.x:.

f
, '-J-.
_{.,Ji
_L.[,

-
ill
i-- ,.
I
t, }

J'}-r,
._.
i-1 i-

't.
~.
-tr"'-
-_ -

.~.t_,_
r_I_,_
-,. -{..,
-'...
_r.}.._

i
._•_, r
-a_.~

, 1-i-'--

'~ +_+.

t-'-

:.

:. i_
'.
r I-'~
-
j
tl'-T
i
L t

!
..
-
j }-
I
I
._L ~.:
I'

I _

i
:... :,_
+:-I
i r..-L. ., ,:_.
, ,
' t. ...L..i
a-.,_' {.'
r ]::
r '-{_ I _...-.
-I r I
I~i t_...{.,- r
1 tt .y }
I .:-~ ..~.<.,
-tr.:_L
•-_., .,
.- i...~
~I
{.._..,
'' ~ .._
-,,: ~ ~
,-• r
~ ,.....-'-
-~:r-~
:: _i.. I'-
1 r'
T : -'-`--
~,.,.
-
T ' ' :I'~

~
_
' _.
,':i. ~ 'ry
r -:.{ _

[

i
.r
C
r -

' F :I. t -
', -+ .tl.
.I
-:11 _-

~
- - IL
- - _r

-I' :-i. l
,-1
1
- 1
l~i_f
-
-}+
- ,•
r--
., ~ r

i
-
'
. .,
{ ..
.. _,
: i I..
t l_'- I - _, -
I-I-
~ t ~ . _, ,-
it 'SFr-
-r 1., . : r ,.r- .. ;
- r
... , -tj-r
_, '.,.._ J-.._!_
..
r r..r.,. :
,
..I_Z- Ij ..-+
~
i--I.-. ~~- - -1 -
t
-i- I ' f 4-.
r..
. -1_r1-. Iil
- - I _
I tJ
- I_
-Y ~.
T
! _ -
I I _ ,
-
'~., t "
_-r~
~,..1- - t'r
1 ' Y_;- -[y - I
--
. 7 t
Y ~ .I_~ .}
- r
f ~{-I 1
- r
- I .
-' t - 1 ,
-- 'I '-
i
1 ~ '- -..-
I a L__

1 _' . ., r._r..
~ _. ... .
i-
ir _.,.1. ,

.t t
::_~ .+. t.i
~ _,
, , y {
_r_ , ~
'
' }_,y._
-; . _
~ _, _
r
:. 1

{ 4

ir L. _4
>_.,

f {
' +
[
-tF
A i
I

' i LI , 1 t
i-t l
-~, -I 1 I
-

~
~ I t
I
_ _ _

- i

C r

i r

I 1

;- >i 1

;:
r

I
{-' ' ' :,

:
,-+- u
.-~.
, , ' _ +, {1
~t I I._

' e-
T + !;_•
,..1-.f.t
C - ~I.
t'' ~.
-r+a L. ~:
r
I- F
~
+.
, ,,,}

,
++ i.
r . _~
yI t I
-T ~ .
1 - , { t
I i
;

~ ~7 ~ I ?i

1, ,
t* t,
: ,-I
{
i t r t i
_
I
-
,.
~
~ { a I-`',- . +

~ :

I _ ' I },:, } t 1 r

- L~ :

.

I :

.
'

, _

:
..._
+ i~

- r

' I~ i

..
r I

• I

i-, i ~
r i
1 ~. ,__
yy
--. J : ~
J-I J L i 1_._L.
,
. } r r
, -
_~~.:~
} V
i
i l
r...
..t_i.'

~."_
-H ••
_r i-
{
L.
I
- ._~..
-
1 _

_

tl 1
r I
.t_I_

r 1

.
i
_ 1

I ~

_

I
L
1 -

y
I
+' t :

{
_
I
{

T
1-.

l
I_

^ t j , .
' ' .:-:!
rt 1 _.:.

j
a- .._ ,-`:

.;..--.
' 1
-_ _, _._

..
a _, { ,_
} }_

- {.~- :

I
, _:.
1

~~
- _-
r

I- ,,. +

L , A }-
~

-t -(I

' [ r-
i

JJ

, C-.1
T~_; t ,

" ~

T
~ . a ,
1-

I- I_,
-

't 1..
l~a:_

l . L ,
_
'.

'-'- ~ ~ -t- I

"i
-{ ., , - 1- ,
- ~.}_

1 _
1

:
~ L.I I r r-
S

~ t , :

:.-, _.
I.

I - .+._

-':-I , 1
1'

t- ~ i , .

~:.~.
ii
'
: I ,
_,_ ~_ _ r
,.-._:. ,
.j-- L t- ''~- rt ,
-~ 1 -.:..~ 1.
r.-, . I ~.
-i J t L-; Y
;-1 •
::
L-1'-.. Y :.i I + ~..,:. r7 t
::
+' I 'y . I ; _I. u.
_ _}.
-~ i r

a :
:_ __
,

T r !_
.
~~
'
T I ' 1 [ ~ t

~

, I p-r
,
:
._
( ,
, , , I
,,_ I
. -r,-
1 ~ I
+.r_:. _
7, ,I i
r.
> :_ .
i. a. .
+ : r
r, -__:...

~ _.+~-
+ I -- _.

7
I-
.^_-J"
l
l

r
~ ~ : I.
-1

..
'~ NI

h

r ;

, _1t-1_

i'-i. 11.
r
{
f
: _
'' 1

~
I :.T-..
~t
} -! ll

1 _
i ;

1 !.1
_TL i
I
I-
:~
' r
' t i_
-
i _
- 1..j.
.r
t
I

~ .{..
.-1'
,.L' +

' I - .I L I I -

i
i + `

,

~
,..~. -.,._
~ t (.. j- f_;.{. ,
. ; I ... -}- _. '-r-'-
: -I 1.. _~. ...} I_ ,-r,~ ,.-. ,
- : t { .._a_.
1 . _,_L
._
a -,.
--
{ .J-
+ s'
-:.. ,
' _.- ,

7'
. -• I
t +.1- _
.
{ .
.
1
, I _
1 ;-.
i h
;-} r A
.
[ -
+
- r -
i ~ I __
i- T.
*
1 , _
{ _ , - j
;
y
1 ,.~ .;_~ 1 ~... .~_ _ { .~ 1 '-t F :-t-~ !-+T r I ...,.; , }
1 . .{ t.~_r- .-+ r
-I - i - -"r } i t ; ti I ,1 i- _:. I : :
t
r t i F t I - r
: .
~ , , , r
::
, :_,

~ i ::
,F
II I

t1.1- _-i... :
::r TI
r-~
-
.Ir
,_
-r r :
:
;_,-.,.
~
,
'-.
--{t ..'.1.1.
,
l
~,-F
~ T L ,
.1+
-
r l.,_'.. _
,
+ ,

i ' _~... ,I
I,
^'
Zr -
r
11-r
1 _
!p '-+'
_
;'r
.:
~

r C
-~*=-
Fr- -`'4' -
4.~$ -
"Ii
~[
~
- r
1~I _
--

1 __ , +1
-
~ _+.
~
' :.i.l
'
r
~i _
~1
'~Ii1~ _ t
1'T __
--
'
-~ I t.
~,-- _,..I-
!' ~ f

}

~ -

1
:
I
-._:_
t :: I
:. +_} .
_.1.
_ _'.
l (, r
..~_ _-.
r'

~+
__.__I_
-!'- _,
-' `` -.!..C:-
F ~
I
~ ,
-
_IJ
_..
..r
!-_
i
...._
i.L1_
_,_.i._ +
- ._
}
a
r.}___

I
- _-: r
:
-r::
.. t._
t :
.,....-._
_., r-
i t _
r,+ _
~ .
.; I
I-.1 _ .
_
rt-,
' I

~
. ,

t -
,., } ,

-I i _ .
1-~-r{

{_r~-~-

r
~
_[-, ',
1'

r..l-~:: .
f

I
-

I i~
I ..

r{
. r._i.

L
+.
.
-
i

- ,
rr

, L_ -
_

y l

t 7+
i
1
~
-

r 1.1
I -

[ I
.
;.
t
1
!
-
r.,.
{
~
t:-,

,,.,-'
.t
,.... fF~

'T 1"
II r

'1_:.
I:
..._ ,

,_";_
~_ ~

.}.[+ i-1-"r-~_
r_ __:II

i ~
.
:
_
~ , r
.
..J.-L.-
:_.. r

,..: '.a
:_:

1
! :

_;.y.
1.:_•

. :r

.,. .>..
_.:-
I L r

_.}. }.
..!
, I I

1'.:

~
r

.:_
11-
- t

- i-
.1_:t

,

, I
:a;-;

A.. {

,

,..-
,.i_.;

,

,a

_'_I
..

-
i
1

I

'

-
j;
-
-i1

"1-i-!'

I

_t

r

_

I

-

1
f'

;_l.'~

I
,

-JJ+

-

-

1

'

;-I

'
l

r

i
'J

T

-?

'r;-

,

I
1.-1

-}

(

,.I
,,I

-

,_j..
-

II

;:'
r,.,_,-
i
- - I r
. J p
~- .,-L.
rr-. J.. _:
4.1 _i.
,-,.
I
.1 ! .I -1
.. ..
_ , -I,_'.I
I !
- i -
-:..
r r -t--
.
+~_.
..
~ ~_i!
{ ,-~. t 1,.
T x ...,.;
.
_r~_;. ..,..
} .-i- ;
._
- ` I - _...
1 :
~ t t - '
i
~-.: ~:~ I
. I , t ' ++ , ~, I :a
r
-I r
i: _
I J
I I :
r-~ ,
t , ~''-
r
+ t:.
. I l-- i.:;:

~ r. .
,

, ,..A.-
4 -:_
_ ~
i.C ~.
' d-
T
II '
i-_ r _,-t__
,.;
i{
'_,. ~-t
,_
L I ..
L r L.
. _•-,
1_
{
_ _..
a
I L~ t
.,
;.1_:-
+-+-
, _
~. r
{
r -l a-
_ { .
T
'I
t
t . ;-1_
1
-
~
r
L -T

- _ -

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

_
_; L 1
t ,.1.
. t..i_;.

,
~..
t
r
i{ 1
.,:. t-
-r-t L

+
L _
, I
-i-
-
- _

r
' J J i-.,

[
.. .Ir i ,, ~_ It - ... ,{~- i ~
• I I , [ I It
: L.
, ;
t1
L ''
'
:
~
1 . .-1--:. ,_ : 1 i
i- ::1 I , ~
I. I - ~ ~.
I
, rr[_. -{.-- - I I - :.}..,- I I r' !
[ • , 11: ~'r _.
. ~ ..
_, ..
.
. .
_
_.
.
--
-
l , r ,
!~ I
: r. I
: ._.
~._

' -
_
r

_
1_I.,

~
T I

,-.
-

~

T

I

I
,
i ,

.
I
::
- _

r -
-
'
I r -:{: . +
I-
:_ t l I_f I r F.
r
, t I ,. ~._I I 1 1. - I I. _ 1 .I ~ ,I ~ 1 1

' I }

~ 'r~ ~ , t I_: I~

r+
T I
i
~
~
~ '
1
` i
i
-I++
~
' _
_
_
'-L
~
r_
__
I - ty.. 'h I i_I A +.- '-' f~ :_ r+" _r~__-r __~ _ r
I_ -I. _t
- rI ,- - r I ; r . I

-
, , 11-

- +
i
1 '-

1 t ~,

~
I i ,

I ~ I

'_ }

I
~ ~ ~
-+ I

_ I

_
1

~ ;

!

_ r

~ I

..
F j

a
_

I _

r

,, I

, .
I '!
r

,

''- r ,

-i-~

~

I
r I

I I
)
t

i

~ I

r
-I t

T
!
~
r
, I i
_
-

~

~

r-

~
_
T

T L

-
-

r 1

:
t

:_

_

,

r -. ::.
{ _
~ {..j? ! _ _ _ t
~~ , 1
`

_
I I

,
• _I. J':_

1. ,..

1. -
r

_
:
~

_

1
,.
_y- 1 I +
I 1

i :-!' I ! 1l 1 L
} t -_ - l I
,~ - 1 I Y ~

~ t

.I
,
! i _ t

J
. } i

- { ` I.1 '
;-1 1t '
~ 1 -
r
" 1 1 " L.I~
t !-r - - ~ + a ± , ~ -' i
I-. f I i 1
,
'
r
i ' 1 IL
, - ! ~
; ~! L,T
:; r j } I ' + ~ = ', I i ',
I

, >i.,.-

t{ 1 ;'I

_-'-rX I

, . ~ '.~, ~1.1 :

~ Lt 1 ...I. a

I ... :
.4;
! I 1

~ i. ....:.

.. {_I, {

,., ..

I
,.
r ...t_4:

~~ I

~.

.
.

-

1 -y

~-+It I~

+r ,
I
_. FI

r
t
'r *-'

-t i- .

-r.: ~.

~
I
__

' i--~_.._ 1

__ a

-:-I

i . ~-- I

, I-,

'-_

-

'
i
:.: .~
~
I I
:T
~
j ,I
-
'
'
~
~
'

:
-
-
I
- - r

~
I
A' i
.:.
I } ~_
I_
t :~I r i I
:_: .l.
_t
', ; ._, I
, :. , , , it . I
:..-t . , i
._ . , ...i-' .+ 1 .
-1- r t ,
I I _
! i
y , 1 l ~ ~ - r . ~ L ,
1 I t _ I r t
.:-~_. : .
1 ,. r. _.,. L.,
G , . .::'
+~' ~,-.}'I-- I --r-
r{" L"i_

l:
- f J l , I t _
- I' „
~~
r

t I
F t~ r
'
r T - ~ I I I
-I..: -, .. I.. , t... ,1
7 I -.. I~ __ _ .i. I t ~ i ' r 1 - I• 1! r ~
..
r! j't- Q 1 i_{ !1~1 -
r
- - --
~
1 Q ,.~. 'h ,J_i~ Q. I F, I ,
,

I , ,

(
1
-I I
~

I '

I , -
-
1
I.T

1

L

_

I

L

' {

J
_

_
I
1 ~
l- I
tI _I
~ _ : i r
r
1
t ~{ '_i
i r.}
t 1
~ 1_
-r I
{_
i I. I
' 1 +
1 1 I I
i. l ` i
a t~ F } 1
I 11 _
I }
_ r `!
~
I i_
A _I_
~1 ~
:j: I
F 1`

. +
- I

. , r
;
-
:..
- I 1 I -
.: t

_
I} I ..I.

- ~ f ~

.
J J .. 1-: +, I 1 1 -

t y~ .! - i 1-{

'

I

~ r- t {
t

y---f
I i- :

J _i ti

..r.
I I I

-_
I 1_; I •- I ..

.i._I _....
l

: r
~ i
L '-
! i

I ~r ~~ : C:

-
t ~
I-Y
-s. ~ r

.; 1' ~-

I -:~_~~ t
1,
1
.:
~ t-

f I
,.
-
r 1

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

-t
a -

'-~r7} i t
1 ~.. `:-r_
_
-i
, i._I .!
. `.,

.
,
~ _

t :L- .-h

~. 4 . t.
,
. _
~ I

I i
~ r I

~ f
I ~ I

: I' i '~
-I 1

1
J -T_1

1 -

r , _~. { '

t a, t

`1
1

.
:-_

-;,-i-1.
.., ..,
..t,:
I
-I-.y
-
-L'-J i
FL
_I-Li_
...
. ~. a
_,-I t;_.. ~..
--
.7t1
I ,.
~
. ;:._ _I_
~Yr
+, ... .
. -
_r;-.
,
`,._.
.,
_i~_.,._
:,T
.r...
rt
,y -, __
,-t~

~
f
L
_ _
r

.

~I
.1-
- :_t'
t1~
__ I-'_

`~'
+
_ [-r.-

a .

:.I

rI.

,
.
:
r:
r I
r
i

t

~ _

r
' _

' 1

_•._.
F,
1
r-
~
-_
t-
7-I
-t+
_ _
-
'
_
I
r

.
'1=

., ._
'
_
.._
-,
'

I : I
.. _, . .; _.
~ 1 r }-
~
. A
-r { ..
.:_,.;
., _I_i_t
'
,..j...
--I-I-.
t.
•-;

_
_
~
-'

~
. +-I.I
-,-

_ ,y .
I ~__
-
_
'
1_ 1. +-

1
., ~.
-
.1_ ~ t
r `

t } r
...I_4 {
..I" t
r
~

}..
f-,;
_i_'.-j
,_i

C'
T

L.
~
.i.
-i r -
.
-

f -
, ..t
Yr
!-~_
r' _~_
. - I
._`i
''_I .,
} T ^

i
_.j_ I
-
~
1 T

.j ~ r
, I ,_-

I i
I '::
-
.1 ;.._
++ t ...-. _
___`_
1!! -,._..:

1 _ _.
.. .,-_
f-: } I I
t
- -"--
~ _J-.
11 _.
I{ t
~ .'.-:.
,
?
r ?-
1
}
i . I- _~ 1. .,-
r, ~ .
,,_
i ..;. .t
t Y :
r7
1 :
I
r r

,-
i
1
1 1,
f~
t -j _~ _,

~ -

i:' ,..!

, _
. ,

[ _

r ._,_.,_
1
r
I - -,

~~
'
I
'_
+ -
_
i
-
J -,, -
I

'
:
f+-! I 1 -f---,-;- r
't -t =_ . -' -' r* '-~;-r _,_._ :..
_L -! ,- i - - . _t. r ,~ .
, -:1~ -r ~_ r.
_} . - - .
._ ,_t r r
r .
..
.:
_..
{" ,.
i-
4
,.:
.. 1,. t- f-
I 1t'--'-
I r
.
- }r+
1
?-'
; {_;.
"'
.. ~.
t,_tl :
t : r..-
; '
'
~?
r +
~
--1_
.:,-t

~
1

~
! }_
I
I 1

r~, I

it+~:
_,.+-,L
_`,
' I

{
r{

-

r

,
t !-
;'r,
[ -
- ~`
, .
+-

r

- r
~
I'J

{_
1 [

?
I 1 1
I ~ ~ .. ~~ il;~ 1
.:.' I :. :. { I rr ~~i .r -:- r* ~:- i - + I- -[1.'I- t.
- r1r _
'-I- I
-H
, r -
I

~
I IT
I+I _
- • { r ~~ r 1 + -: : I I~ 1. L ! '.
I 1.
I -
i- I
J ~4
-I I -i..r ~_
I I t {
1 1 r -
+ _ L_I..
y 1 t. -_ ,
~ _
I ~ i I .r {
,
IT
~ II' ~L1- - ~ '_
r J
l .ti
, r ,- ID
_ 1 _ T f ~ _ v_ L ,
l / 'r_ i '~ T.-
-
_.
t r 1 !~ '
I
~
C I- it
rr
~ I
r
I Y
:
~- _{._
'~
-
I
I I
r r__'_•
I , I'" I

~
_~~ ~
~ ~ , t

-

'

I

`

'

I r -I I

_

,

-

~ I

,
L
_

-,

-

^ ~ •;
r' r

, I

-

1

-

_

- i

I :T

t`
1 ~
r

I

.
1

~ ~

~ :.

~

. _

,

" J

,

I

[

' I

f .

.,
r - i:+i
:
- - I F rit- ;I -:J - - -1 1- t' I, rri !r' I
I-I

II ~-- -
..

1
',
1
:.
I._

j

,

. I I +

+ - _ - 1
_
1

. .
,
I.,+
I

+
I, .L.
.
r
:
~.
I~
t r
r

~

,

-' r

. ~
:

~~

I

!

t
-

I
.:_I , :-1..

_.
'
T'

,

t
I

... 'rf

-r+~--

L

I
~
I

-,_

-}-~

r __~

:
}

.

. ~..

~
k

_

-,

~

T

_

:

I
,

I

~

{ 1..

,

_II

-1

_

-_~+_r

rA

t

-''

•--

I

t

i

T

1

I

+

I

1

~

t

f

I

!

r

1 __

-

I
,
1' , _ t I
. I -
i ~
I ~ 1
~ } I
. -,. l -r-r , ..+.a. .y 1 _-
~ 1 -
. t
-~.I_ _ +;-r - r -.
I t
i I- 41 } 1 ~-~ II
1 J ;..Y.1 I~ .;.: t
~ ~ ~=
f ~
t ~','_ -
I 1 .r_ , ,
t J 11 , r'-
rt
i
r ,. it 3+. I
'- -
t
~ i-j11 Lr :{, , -:.'. L 1 I;
-
r
4i-;-i
r ~
111 1.. _'
I~-
t r 1 r1

I ,-
_ k I

t
•-i

I _
I

: i _

~
_ ,.:

~ -

.

Y

_ _
I I
I
,.i_
t

[ ', L
:T _

J ~

~
..
: ,
- .
4-,
-i
.t.
FI
1

I

-

I .
I:

t
Li

_

. '~~` [1 .
:
i
" i
.. ~'
!:I:
:
i l r.'
:I:

;..
-

r
I -
+
- -
11 L_
- 1
'1 -rf I -'~
l -~ 1 - 1 1,~ i t

.
_,. l.
- ~ `
, . I r
,- ~

,'-: r
-1

~ ~' -

.. ,.;.
.. +:I ,..-
~ , r .I r I :. .-:-i- I .. i ~. ~ : : I ._ 1 +,.P. '-i-t I - ~ { ' I

,_, '
.. ~ ~ ~

1 I _

1

,

i,

,

~ t
I
:.t
- ~~ 1
_
_ _ ~
_
.
---
-
__ ~
-:-
~-
-
-
-
-
~
I
I L

- ~_T

.I,

:i ~ _
. ,~ ~
~
_

i,

i
I

_I -

I
r _-

I
I

, I
'.

4
~

I

-

~

r

,

_

-

_

I

~

-

A -
, - -

: -'-

I - -

~

:

~
T

: -

.

.

I - -
I
'
:

_
. -
-
_
- : I - '
-
_
_
__
{
~
-

, _

t-;.

I _
-
_. _ - - C

1~

I i :
I ,
..
_

I

I ~ I
r
-,',
I
, '- - ~ i I +I I i
' I - I I
,.
- + _
- .
+ I.
'1 I _ -
. t
- -

I
r
L.
~~
~ _ _
I

.
„ -
o

:

i

i

'-

~

:
:.

.

I

: ,

r

.

I
II

-Yy--

-

I

-
_T

_

i

:

I~

•

.'.

~

I

tea-;.

:
~ 1 1
- - I - - I + - 1
~ 4
_ _ 1 ~
I r _ _ :1:1 _
~
I
I
' p
:
lil
-
- -
C r l. _
,

.,. - I
~ - ~ I. N n
~
: t L I ~. I _. O
~
,-

r,

1

I I - 1

I

I p:
I ~ t - _ ~
~ I
I - ~
1 _
I - - -
~
I - - h ,- - - - -

~ I r 1 _
I~
II - t
,,, _ I j t

,
_

1

f _ I.
I O X
I

I
I

-~
1
,
I

I

i :

I

I

I ,

N

T''
L,
~ __
i-
- +
a _

t
r I 1
~
h

I
~

j
[
I
1~
l
:
t
::
~
.
, , .: rl -, ~ I 1 :'-
r t :!-
i -i. .il ..:-7-~ . ~..,.1 _ i r..
, A
,I .I t - .L.

2/4/"LOOS 2:51:18 PM
r:\roadway\prGl\D4215_rdy_xpl.dgn
t'.'1.
{ .,-,__
..1 , :
.- {
, ,...
I, _
-F_....
... T1. Y-
,. _.
1
~ . ~
:, 4,

_..., ,.
__:..
i ~..,1.
-I 1
. ,... ._
~_..,.,
,
+ _ -.
{.1
T
-
1 a.. _
•_~.
~ -
-
" _•-.
_;_-~. _
t .
.. _._ .
. _.~
F +_~~.
L...-.
. t
..
_ r
L ._
i : t
..~_
. 1
1 .~-~_
,_,.
I
~ -. I '.

I ... -
:.t.'_.
-
}
I -

F'~ --r
_
I-t-,-
' !
1,
-{ i
-
r'
f
~
.1. - -

;.:~'r - -
r, i
.{--r
:_7,
a --~-
~
t-
r _,-'
.-T.C1

t- rl
a:, I r

:.J- -
'rrl
-1
t..r.T
..1-- r
_,"i
!~a-f
I --

- -

,::I I
, - -

' {_.
[,
-
_I
r r
_r..,
l ;:.
r.
-._+;
I1I ,
;_,I
_._L;_!_
-;,+ •::{:
,._ 1
,ir. {-i
_.,..t, {
-
_tr-I+
-t+ } r
.
-T=
-'t . .
,. ......
L. "
-
-
r ,
r]_I t ~ -
_
I.I. - t
:.~
_
,, r ~-
r_ _
-
_ -i -1-•. ,

+ - -
rlr +- : , -+-
1 I
i-,:7:j
t ...
f'
~ --
I

. { _:....

,
I ,
..

t r
_,.

~ r ri ,
_. .. 1
'-- _

'
-,.._..i.
'
_,.;_
tt
!_

~ _
t
1
,_ . :_

.._[- ,
- -r i-}-

~, , _•
•
_:

"+ I
•
.!.

. _.f.

I

r

~ , .

, ,.;
'- I li

_ ,
_. 1-:.

~",_II

t
.I- ~ -

i1~_

I l: "
-

a:- i
- -

•_i_ _
r
-, 4 -I
- -

~
_r -

a
-

. a
!_}-~

:
r

i

r
i.-1

.
_
H
i . 4 ~

+
- I

I
-

L T
t
:
I '
1 ,

, I
r

}
r

~

,
I
:_I_L.

C
_
_,_
+.
~
"'
' ,.
,' .,_~.1
:
•
C _;
-'r .
' ..:
.
', _ _:.
1 I
, -~
_
t1
1 ._.
-
'
! __.,
+
t __
!,
t _
1.
r ...;_
r
1
I __
~
1 :.:fi-, I-r,1- ,_
-.
L ,F
~ ~
~ L
."i,
~ _I_
1
J :-17 I.
:
: 1 t ___
Li
l {.I-
~ I
L
_
1
~ -I
r L ..r r.
' ;_!_r •1 _!-. 4-.tt
~ ,:; .~ I .,,.: r4 ~.~:.j.
F.
-
-
H
ft
- _
r, _
.
-
* ,
-
- ,t, ,..
- ..
t i.
___ .
I
~ _
-.
. ... _..
_
_.
I , ..
+-1 _-
_.
_,. _
., .1.. .....-
_
I ;
N~ r, :-~r'
- 1 _i..rS
_ r. .1' I:..;
;
. ..
. _ ._'- - -- ,-j" --,-
, __ ii
' h,- - I - -

'

w I:.

j
_f
-
~ :!.

I
~j_ r._

:. ,

{ {

h i
.
I- 1 I

_
a
1 _- -t

h r.
~

,
_j r r- ,

I
F 1 1

~ ~-;.

t
.
1
1

1
l

i . ,

,

-I-+
1 ,-

I
I::
t 1.1

T r_:

.,~
1
I ,. ;__

~- r1. : r-

',

, .:+:

} , ; L.1

a f

r,
r
;.

1
'
~

` I

l

~
~ #.,.

r r.

1 ~{~ .i

, (-

-I I I1 i-~_:

r , , _}. ; a

1 I
'
;.
r
~
. r
:_.

+--r t- {

i- -

"I-'-1-E

-

4
I ,
-..

1-i- f
-
.
_
I I f _r

.:. ,_
~- _ .

1 _
-. -

.-,.
. _

_
,_
' }
, -

I ~.~
.
.
-
L.
-. ._
;- ~___..r.
_~._.. ;_+ ._

_._,.._
- +..
+
r,
..._
.- -
_ _ _
fL
.l- .

1 .
_
~ i
- -~~ _
r
i..--_ t- I

- I -

~::{: }",

I .1 .t_.

- -
I
.-Y'..T- •-+-

i I
-
-1- -
i
t
-
Ili

i
- +{
~
4 _ J.
r
~ .

J _
+I _
1
`

~

l
t

I _I..
is
+':
r
'
T 1 r . j ,
»~ .- 1 , :. , _1 ~
} . f r ,t
. +
rr I i- 1;
r r _ I

r „ _
L _ .,.. r.
,~.1..
' J ~I'I
,
~ _'_'-
i 1^-T.
::
_ :. I
,
f -I "r'
r,T_ Y
ll I
4 7. 1..r}
`_~ lJ~.,
'{
~ ,L
_~~~~ 1
y!'- L;
_L t+.
+.; t.. _'
'! _. j.- l ;.:-.

1 _j-. ; i
r I...
i,
L ~ EI --
I r

I I-+. _

1
1 _
+-1 ~..1-`!"
{. i r'
-r -
i
~ 1 _i_
1
I __.•-L-

1
1

'
i
+:i: , j.-
, I 1
"~ _ _ ~ I _
J:i:y
_.. ._
.
1
r I- .___
1 I 1 '
, ; ,
, ~, _
r
I . , { j ,
1- r
I : „ .
, ...
, ! ~-., .
+ ,
,-+ ,.}. ; ,
_ _l.} 1
,~-rt _
F, 1 { r.
~., r
-
' j- r_I-1 ~
- _, _
+ - ,-
I 1 a ,.
, fi_.;
- I-
_~, . . ..
,
-r _,_
.-~.}, . _
-
t r
L * -
i~ -
, ,

I I

' -
I -
11 -
r t ; _
, y. I I
I r,
-'
t .. ',
I i 1! I-! `
~ t.I r ;.,.
I 11- try I ; 1

- ' I .+..1
1
' l
1 _,_,_I ,
_ 1!' O
- ~

L _. ~ - ~ ~
1
~ ~i-

1 , '..'• -~ ._L
t

L
.
J
I
1 ._, - I_

- , I

~

~ IJ

-r'
~ 1

. I r I I

i I t .' ~

~ l ..-1 1.: _ ,
I

1 +I..l L fi I i_ t ~..:~_

: -
,
I
+
I , r .
t .
,.
I
,. . , t , ,. ._ -.
I~ 1
r
-f ..
,.,
;
._
,,
,
:. .t
{ {..
.
r~;
.
.;- _
,.
.. _,
I
-

~ -
1r,
t
r
I
-

,
1.
~
t-I~-
,~
I

~
~

` .
f -'+
, t t r-
rt r
{ 4 _ .._ .
-- -
r 1
.._.
. r..T- j..{ j . i I
r
~ {-
r--
1 _;., t
r-I -.-r_
~ , •
~F
- -
,'-i _i. _-
,_I _
rl -r
. --i
1-_... _r
I 1_:-_.
J
1
. 1. , -
.Irt:, {.
.t_y-. -' I ~-
_. ~
~li r t
~ r:
1
L -
i 4
, -
i_`
f
+! *
t. 1
a

i,
_
- _

1
F
1
' I
---
11 F, I

% t
l i
~

:I
r "'-~_ ,..;
.;.+
~

x
--
iIL'
-
~1
- _ 4 L
+-
:y`
I,
1='. ,
, 1 I j
,
, 1"{-1 r.,
f '. '-; f
: f 1-
_..
i-1- ,
r L a . ,
_,_ ,.
I ..., r
. ~_,_
.- I
..1 .
'r I ,,
.,
t,
1
1-r r
... ,..,_
• +_ ,. ,

+-.,..r..
ll.
{ Ir-+_

~-r ;-r- _
_
_L
-1..1 . ...
,
-
-r!~- -,

ty r
1 .,-.

-~; I. -
1

_F ,. -
~~

.,..r
,_!_
1 , ~ -
i - _
~ I +Y .
t, _. _
i I
1 1 j 1 _
ri '; r
t Lia- -- r
~ t

"~
I
, i_
; 1
} _
r_,.. r.
I
.
`I
i

~ _:
:

I

-
T , .-.. I

~_, , ~
.
r i I

rt
t 1
_ , _

~
t

I
1.i _I--
r
i
- -~
44 1--
IrF-.
1Y-' :
--.,-.

+ . ~_

~
t -,-,-1..

.,__. -
I,tl
I I
r7_ ..

., ,_ r
I
- ;
_
r
Lr
:~;
, r .
1-:-.
t
'
{
...

1
_ -r
}_f.l
+

.
~
I
;~.
, j .-
r

t

, -
I
i
- i
_

F
t -
I , ,

a f
i-~ I
..I

i

-h
FI
-
r_'_I. _
+
-I -
ri
T a.
t r,""
i
T-; ,

1

1

~

t

4_I
_,
.i
4 r;
I
_.
,_•",

I
, 1
{ -:" ;_ -_r
11 1 1-~'
t -'- ,~ t
I : '.
I
±_:_I_
I.. ..- ~-, :_T
., F
y... ~ !.-
_ .._
I. ~. _z -1. _
. Y , { .- rl_
; _,.'_i_ r_ I ~ l.r+
4 '
'_
r' ~ i_ .

r .
t!:
~
.1_ t~ ~~ I
F

t'
_ ~~::
.r l
Fr..l, _ I
1_I -f .:
~ ~1=' 1,,
_ 1-t..rl•.
.. ~. .
,
_,:-}.
i { 1
~.I.-, i
I
t 1.
,'

T
, :.
1-1--:

T r
L, r~
T I_,..I.
ri-:

l ~...
_tT...

1
I _;
_,. ,
J T-1 .--
~-'..i-
- _,
r , : r
,...'-r' ,
r {_-
~ !J..
'!,r1- -t, 1
-I-t-.,.}_ r
~r..~ _ ~
..1+'-
1 +, ~-
~-i
L ~
-"F-r, r-. ..!.
+r.-1. .4.
_I-+,ti it-~
~--F~_

~ 1 'r-
I-._
_
`
t
I

1 i i

~ I
`.I-.. 1
I _. ~t
1'
I rt

~
~ :
--1I

-
' -t _
-~}~1- I
- Y
~ ~ -
rr-r-- i-._
-._I'
rr,~. .;
.-r n ~ .:.t_t
r---
1
: _
-1.(.
f r_I_;..

I r
-

.
,_{_~.
-
,_ _...
,
'+'+'~- I- 1
1
1 I ` rtt
; r_,_.i .
-
t ' . _,
-t- j-;-.
' ~t ,-t- . , .. rr_, ,
_....r ~
~
, 1 ., _CY
r.., r~. _. I ~
.._.;..+_ r+
.. ! -;.1- ,1:
, r r
t I t t- I
1.-.
- - ,. . ~+;
- r^. -
+-
-•-i
r ~:.- - -
'1-1-r- .
-
tt` 7
r { +'1~ I :.i-
- *i
r r-; "'r -
-~
~-rt -
? t f 1-
I
~!-"I n - -' -
-t-. r
- !rt t a : !-
-1-- + a
,
~ ~ r - r t ~ I-'. :{-; I
r . i
- I .
'
1 ~
,~-1-
,I I

~ „
r..f-r
{ ~
,.- !- i
-'.~1., . r I
_L-,_.-.. ,
.}I , L r.,_I
T_,_,_, I
., . ~

1 r l
-~-:~ -

~
-T--~;~- r
.rrf 1rl .
_r,_..r-I_ .
C- •l. ...-. ..
_r,-; _ r
.,.

t j ,
--

}

f t.;_

"
-
_

r r 1- -;..
- _
I
-- r_,
I:_+:

I t
-1, .-,

~ r-.-
.J::.

` -
-

,1 `t ~
I++-,- I
-1+ F-

r -
-!-'-

~
~ r • i
i
- _I- ©
'~_,:
+:~
-
..-'-~-,_ .-
_: _r:. i { J_ -,.i r..
t
.-. _, • -
,
- , ,. . _,_..
I } .r..~.
1
I
-I- , y..
, .. ~. ' F,-..

I t { ...

f .+~~

t
r1 r -
-1_ F-1 J , ..i.. ~
r
1
, _I- t

i

r ~ 1 ...~.{-.- i 1
i ~a.: -I 4 I

~ 1 {.:

1 1 -

.
- .
~_
-.} t
1 i:;-• ` -1- -~-

,
' +-
I t-t-'
, ; ,~ . ,.
.
•
~
L'_i_

{ ,
1
'
• J r; l

r '.,,_.I.

'.

I

~ ~. a -i

.--i -
~
I '-

- ~-
~ 'r
i=

j

~{ _.
-t
ii
I ., r

.f' {
1 tL!..

t-.•
> , iF:

f ..l_1.1

7 •
i ,

`. ~--:. ',

j~ ~f
'

: ~_J Y

111....
'
L(:' ,+1

t
~ - '

-r

_ -i

~~ #-I.. I

.I 1-

L,- _ r

,11

t
,: I

t~l

.'
-

; - ,

r ,-r_

r.. t-

, I.
*

-t~
~.l _ 1'

-
~ i
t I r r i_ _ i - :!.::1

y -

-
1
: " 1 "r.j1-

,-r-• _L"-

-I-'
' i
-
--
.
:i,_[::
, ,_
„If
tt
•:?":-
l t~ ~
.
,-
„ .
':1 r
tr _ ;...
.
..
_.. r.:
! .
~ ~. _
.
..--~'-
~I, ._ _
--
-'--(._
i _' -I
i_.
~t-1- --'
_.
a-:._~:
;t., -r
-. _..
, 4- _
-,: _i
S ~ r-. ; -
l,l.,_
~,• .,_{_.
_'.._
, I _
I .r
-L ,.~, -.
lr
:_
, ~-t *
,!
1
1

i .
_ 1`~l
'

f -
~
~= t
t

*'. ~

+t-i
- I J
H -
;-; J

-
1,-
, , -
_7
r. '-' r!-
-

.~ -
.;J_ .

_
r
-t-
-' _f
+1,
~':

- _
'L

1 1 ..
I
1
''-r .

+' 7 -

-1 la

I i-C f
I}'---

,. _:_
, '
L:

I , 1..
I

__. - _
,

I .{_.-
., ~

,..a 1.+.
-r: ,
1 ,

{. .. I.
, ~
,

..I
' 1

; I_
I i

.t.•.' .I-

r

~ ~_ ...,.
.
f

.

~
'
.. -,
i

..,_
I
,

....7

r.i_;
-,
_,
.... .

;

._- -+-1-
1
~

` I-

t

~ -
~ I
~
j

-

..

, ~__

;

{..

A

a

I

-
•~
a
-.:_
_ 1

rr

i %-'-

,
*

_: ;.
i-
!

. _L

I

i_`
1 - -
~:;

-I

"

_i_,
r

-t-

-i-,_I

~ I

_

©.-!-

'-.L..j _:..
.-
„::
-P,_.. 1

, .. ~_.-

.:-r ,_,

1 --r .; .,
..._
-1-r
.. ,
_. I
_1-'_.,

_
,:
ri _r , .-

. .,_ _
,.
.,. ~.,-+.
. , .
1~--
,
T, _... ,.

1_L-i..' ;,~ .,;

I _

, ._
.
- -

1-r _
,
; +,

t'ii- .

+a- ,;.;

rT-:_ ~ l
,
_.I-~_L. I

_r. r._.. .

.,_i .S ,...,_-

1.

, _

_ .

~ ;

.
I.;

_
_, ,

ti

r -

-

,
I
r

T
".:.
I

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

r
~'
;;
",
1_
r
1
.. t
iy-!-.
, .;_
-
y T.1t
r.:1,
, ::.
„
1_
r
1 1_ .
,.1
I

~

~:I
1_
,,

f.il

T
J -
I._'
_r
_
i
, I._
r.L
_ i
_,, ,
µ_;.
f{+
1
r

." _
i_
I

,

:
: -.__
II t,r :L.I-.,..
1 .i
~t-... .t
.~.1_~- -f-~--
.rh-{... r
-t ~ .1.::~1
, I, ,: .
i ,- .':a:t1
tI -r
-.r,.-
+-'+T ~ '.j
-f !.;1
.'.' 1
~T• -
:~..L[I. J I _. ,-,-.
. I,. +r,
1--,h-+ ..~-.
t. . i..
~dt1 YI_..
!r ,1
I1, I'~a- I. 1 I a
"t r
~ L+ -1. r..+ rli -
i" Ir _
_li.; {-
, _ ,1

}

I
~.•_.
k-

-

-
.i`r
.;-_l
~~_ _l.
._I
_l-:fit

..! 1 ; 1..''-
,_

t
.,
I i L. "I.

+•:

I ._,. -Y,
,1
_,_,_,. :-?-
rr-r
~K;

_ I -1
-r•~
~11>

+_:t t" 1 fi-.
},_..
L...,.

r -; -
-, .I
.

' -:.+-I-1
1-?-t

..
I
T'i trt

IA ;:

t --
{-,
_+.:~ I -.''~:
r;"}
I

{ .t- ;1
,a1
},- ~.+"_:.
+

'
~'- t +.
t I
{ _i

l .t._I_"i
;1~
. ,I

:~ I ";.:

1 _

~ 7 : +
r1
.,_,

Ii ~ ,i1-

, . I
11

H _...r-
~,r

~~.I f I_

ii .,.."I'
~,
-

( ~•:.~_

-

" _i~
I,

f .'r._
J
!-~-

~'._ ~
I

r ;.,`'
±r

i

-i_
t f

~ _:-i

~1}i

~

,
I
i.
rl. 'i:''~

r

~ "i' I ~
Ii
-
r .[:
1,
;-',

.~ +-
~

I

1 trY..,.

:,

'
.j : ,-;- {
T '.. :
_ -r
_' - i-
f
+ -r, h
_
-' r. _I_.
1 .
? 1 ..}.+.. _'
;~ ! r L.
~ .I_+r I-
` -r h -
' ! ,
} i' I
t .I _;
':. r
'' I-rt I -
t;, r t
t rr
; i- - { ,-1-
" + j '--i"a
!< I i
; I '
t-
,
{ -1--I
„+.. i a.. -a._~t' #_ -i i
fi, i_l i
~ r
_
,-'
::
~
f ; L;
F
~ 1
~.I
~
(
i {} i
, ,
~ , ~,
A ,
1 4
l
1 :}: - I- i, ,
t
'} _r
J , t

r~-
~ r ~
.I_t
1 11
-
4.r
.
,
.. :
.l
-{-
.
.
....y-.
_.
`I
-I-r.
. _
t .~

..1...
I
_
_

~
' _.}..

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

ii I , ,. .1

-
~ I

, .° -
:
:- r ~ -

I _.. t...-

- ly_I :~. _I...

I :- ..; i '

_
i
:: i

._ !''-t ~-

..p_,_
:-: I_-,..

11
_, : .,.._

- ! y 1

.~ .

' I t

i - - I

j-f 1 _

t -1_ _ _

1
I

1 _ f #

I
~ i

,:
' ,. ,..1_ +

"
J t _ _ _ I ,...

1'i- i_I_

- i. ~I

' _

~!'

~' . ;.
l i::~

•.
I~"":'
... ~
i I -

L,; ' ,..
~.
~~~-{_ ,

-t-ia- ..
-
--I ". _I ..-[

_t rt-1. ,....

~-i t!. .-_,_a~

-~T ,._ ,._.
l
.1~~ _.

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

~+`
I

-

I
~ I

.~.,ri.. r;

{+,

~~. i

~
rl.

-;-ill

.
-
1

-I-. •--

-.-1-.
~ i

{.. {{

- r

rt1 -Ii
k

Its

11 t

}{~ -

.I i
~

I

_

~I

_ .
-

~

.
I.-'.;
I :_
„

#
'>- ~.

,,
',
~

-T
;. I
;. i.

I _:.-..
:
_

, 'i-

I
-. r f _
~
-`1 t
. _ . -
..._,_

'.!......

~
.~ ,

'- f I r
1.,_.
t
-#-I- i
I

f'

`..
.1-
-1 •
1
111,
, I (.
a

' 1
.L.: -
f

i._
~:-F-
, t-

r-
'~ I

-
r ;

," I ~
-I- 1-

-
-
1
I r

I
'-i--

1-~~.-i-1
i rj

h I

~1.
t
-_
I _
I -

'
1
_

I
'i
r...
L
L ,
>. }
,

.t

I
.,

_I_
.. I f
r..i_

l ~ -
I
~
I ,.
.~ri_
. II
I_ r
, ,. L'!_
,I
1,I
-'--1
. ' ~'-I

~,r
+-
~ ~
,.

1r- T:.
,Ir. _.._
r h ,. ;,I
,.,_ t':r:

T _ i
..

,

,
-
I
-=t- Cr,r-

~
{k'±
-

rl
>'
rl
I .i__

- i
...

,r-
,,"+.

tr, 1
1

r _ _~

i i}

-
11
i

1 1
? :i ;~

- li

r-
-- I.:
.; ..~_.

i ~ •._
r.~:

:.,_,.-~~
'-,' .-+. . _ .+_t

)-... ~,
1.. {.

-
-.....j.. _! I ' .

_ - 1
I

-';~-"'
,,-L. r : ~

, , ..
ll L.

;
I ._+. ; .

; i
_J_:~

~
.4 j + t_ ~ •.

rj-
•-~_i:

;.-.-,_
I !. -''- .

t
' I +- .._ .,.1

-_'-1=-
''.4

,_,-: _.
-i-'.-+-i _ __

1--'--
_t_i-

.;. r
I 1+.L-. ._ .

--.kt-_
-~-•_-~

I
.,_I. , l- _,..;.a..

`
1..,-'_`_
.I'j l-
-• {-~ _. t ,..

.{----~-

i ,{~
"_.~
, _r+'

-i-1-+r

,l
_-~__.
,. L

t .;.
r

,
fi '
i.
-
~,.1.h,

-.1..

,_
-

J
-r
t .
1
{,.}_
. i - -

-1-t ~ -

h
}..
i i t Y-+-

- Y+_

:~.
-6
-~'r-~~ _+-.

,i

I -t'~-i

~
_
{:k~a_.
--I T --

. i •-1-
ril -i-, ._,_i-i

li_
:-i-'-
--
1:'"t 1 -r r

t'
-rl-

11--
T r r-,- -

-r-'. t.

-

-

~ -

I-
'1"

1
1 -r-~ -

-r-r ,
--

t
I
r -

-

t

t I

I
-

_
f ~ I

;_I i -i-

~ r
-

- ~ I
{_+. - -

1 r -

'-~..
I ~ - I +

:.,_

ii
_I
rl ;-1-

.
i
'I:a:
.1:'.! ~

I

:l
,
~-i-
_

,_;

,

-

-i-

j
_.__

a

F ~__

,.
I'

.7 -_

:. I

f ;-.;.

i

J,

;L(..

.tl'

;

C-'-

._

?

l .;

._;

..t -r ..

-~ I L:

-~

r

,

r

~ L

_.I

I

„

• _

1~ .i.

i

#

-

.1

i

~-

U

,F
-

a
I
4 - 1

1 V..I_

;.t

,

I r-

!.
~

"I r

i

i.

,-'.
,,I
-
i ,. ,.
:
:
-
} ,
-i
1
Z _i
: i_;,.
'

i.
-,+
1 1-, _
* i ;_,
_
1
t I- ' +
1
i { -

s
.1-
.: ~, _,
_.~.
..a

~ -
r-
-
-
+ ;~
-+ _-
I
- .
~ Y ..
L
hl%y
+
_

~

i
.
. !_'-
,.
-
-'-1-1-'1
,.
.±.:;
y.}
i._,_
~
Y . _i..
_,i-.
.Y.
T.I-{-1-
,
-
_ _
-,. I
-
_
._ _rl
t i
-
-+-
t-
it+ r

.
T
,
i
r
`i

~
,
Y
.I ~ i-,
... ,~-.
.
' -_y' .1
_, i i-r
r_.,-,.. -. -` 1
-{ C-L !_I_
:~: _!-,_ .
,...;_ •...T
. -.;.,-r I ,-
, I J r_ --`
,..t_ .t. C-t
., t.... I
_~ _.~
: ~ . 1- '.-r
7 i I'
i 1 I r
t
~ -1_.:
t-I . i y
I t'
-
~~ I
f r I ' 1 '.r
I ~ ; }~I ,: _i-,
~ 1' - -i r L
.
I.' r.. a ~_
A .. I , T
: ' _1-.n
,-+
.1 I I l tj
I J
I ;

' ~ :.I :.
~. I , I...
1 y. .1.. ..
_t.l 1 -'r _}_:.. . 1 !-r.
t I . _,...
' ,- , .:.+.,_.
-, r -T ... .__
_t_~~ I "L+. r..
-~.f r _ _ ~
I .
-1--+
i.-1.l-I 1..{_-- _: t,
~- r r r 1 -

,:
S ~ 1
.~~ 4-
l (;.:
f _
f 1 i 1-
f
_I_{_.. 1 ,_i _,:._
_ t _
_
I .. i- I
{ 1 _
-r_:_~
_
*
-a-i _ _ _
1 :_ "r r
_. I I i },
I: _F~1 ~
_ ..
..
~ t_!
..1 I.
,.._ t
_ .
-
1_l.l . -
1 I i
:t _
~ , ,
_
I
!:F •;.
-. .L_

.., '_ _ ,_

1'I: r-..

_I- .~,.

.i 1. L-- .__..

_+--:___ . .;.

+.
~ -.. .1

.{-a..:;.
J -'-r T.

_.I. _,. -_'.:,

-1-1. ;- , -1'

... i-t l-- -I Y1

- '_~.

:I-,"",_,

(..
-
i

I , -

~-ir
~ }

-r:
t:
~ 1-._,~

r. _7._:r

_r.
1 1

~
I

a ..I..

~~- - t

I {

-ri
'
I -

r.~~
+ +~

t. i

"t rl:~

` _rl_

~ 'Y

t t __r.

- I

i i

~ I.. I.

'r.
, j_-
•
_:-
- I
+,.. .: r+
I
'
'
._I--
1 r-"
_,_. ;~,
..~-.:~_
. a~.. .,,,
_.,_,.r rl
1_f.....
t r
.-i-,_,i ~-,.
-..:
t
- ,-
-1-I ," .+ ,

. c~,r-- ,

,
'

-: ~

.~ _.
-
-I
1 L
-r

I
1 i
- =r ~
I
rtp-!__
•
r_ I .
,,

1
t
,~ ..
,
r' ki
I' ~ -
~- -- ;,

i ,
r
t y
F1
- ,
,
t
,
'_+-
--.. ..
:,,.
r..~.:_
F i

il,
_
,_.+
~ r
r r f
j
Il~a
:___.
-.:_,_~
_t_. -. L I :.
'_-.
,..
,,,,
;-r...,-
,
# - , l
_: _!.
._. _
r
-. i.
j 1_ 1. _. ,_
.,__!r:
1,,
_.---_
I
1.1-I-1- I :
~(; '__
+
L_
t
1-F r1 '
_.:.i.
tl,~
-'-+-r-h
; ;
.. r ,
-~t:.

~-}._-
~ !
~ -I- '
:-'::•. :-
11
..,... ,
' ~-,
,_~- :
r
-i"I-
._•J..
,,
f-r,_,
~ ,. ,..
+ ' , -
;..~..
+ i.i_
+..

_r "}.v i..
_L:i

,. ..r_
.j~
, ~
+ k ,
,
__,.
h 1
1 -r. '_..
...I

,-i,.

v L-{.
_L__i. ~.
..!
~,,

i -4 a i
',-1_
~
": t-,
i _ l_'_+1-
i~-;-
_:..:.~
I

1-~
I"

I
i ,..
i 1 -
-i~rr

,.L..,
_
i Fr' ~

r
1 ~

t
'
11
T7
+ I -
.i-i.
,.+..
.i

r
' 1 r I T

7~ '.I-I
_!_;_

;f
1-- -
.;aS
I_~.,.

+
,
~ --
..!_r I
i..
i
~ t
r ~. ;...

-

i ; -

' 1'
I
~ -
I•

_, i
t 1. -

-t~Y~. r
`-t

I -

i - •-
rir
.1

i,
' i 1! !

rt
t:!,'

ri t
,},..

I'

, - ~-t
-+1-

`:.,
J 1
-?Y

_ _

I• t
,1-~

I
~ f
t: -

, Ir'
i"

, _!
, ,_

1

r
...
..,-,
;.
_,.
-,..1
,~~,_
1 -` ~:

1
b.
J

I
_.
'.::i ,.
_,-...

{
r. _.'_
1 ~
:~
_._I.r,
-I.:- r

t
it-r._
x.A .. !.

:

1
: ' ,
,.ice
{
r"1
-
1 ,
{ I

I
i.

. '

}
a_I
1.
,.1 _;

-
1 I.

4
-_I_
-

:
~
a.
.{_
- 7 t

I
-..{
-
w rt_

,
-
.tQ

I

i_.1

'
I
--
._t_

r
_ I

.
4,

~'
~ t !

I
-

r

I
r
__

I
-

~•
1_1.J,._A_ "
r
C ~..{
:~ i , 1.
r -:~._..
~ :~{.
; f
I -
. _Li;
.}
~ ,. .y. _t
~:~ J_I.~
1 I ,-. _~"i
r 11_1- 1__t 11 -
+- 'i ..
" I.i ..
.
I I 1 [-
I ..
-~-+ ; i I Imo.: - .-I _ -
-1
-
- I-.L+
, C i~ .i:i
I 4 1 f _
1
I
,
`-I- ,
r j i-~
r-Y 1-r
- - -~-1-,- . ; „_. /.,_ ._I r.._ ~~_._r. . --r-'-r
- { . ,
- , , 1-r-, I • t '
1 : I 1
: ~ F i l +.I:.1 I T ,_ -
_ ~ i ;.
:,... I l -.
.. ~ i _1.i.
~ I~rl

{ I I ~~ I
1 .-I.
'-4-h 1 r ~:r 1 . l I i~ ~ ~
r I I' ~
~ 1 :_." ~_ i't I I I
,.i., , i .-_ I I
~: I
::. j i.
, ,
t rT.+.. ,
J . ,.1.
.
~ - ,
- I I {- i .
+_` I -I-. .1 1
;- {
!.. f- ' I I -1 I 1
•'~I

,, ;~tl t-1il '„,

: I r
~-i.- ri 1
I ~. __ _{ ,
_ -
I
i

.
S.
ht
.l
i
i~h~ rf
r f~"I Ali ~~ I 1 _~' - -r ~

) I I it
.. . ;•
:
~ ~i; i I ,.i:~ ' ' Lr jllr ~
1
~ I I I ,+ I
- I
~
~ i.
I r,,± {

. ~
r
I
I r-
..•- I~
,
r ;
-1'-
Iii
} 1
1
~Ttl
,! i
i I
!
y --
t
i 1 r{
i-
l
-
1'
{ _

~
.1't

i
-
~
'\ -
1
-
-

-_

,

17
~

I

'

1~;

1
...

,._~,

, _

1,
I ..

'- :~ _. _

!i

~

I ,

I

t s~

+

1

:+~

J

,

I

\ _

'

i

1
~

:

,

r

1

ii,

1
I~

-

~

I

_

_
~
~ .
~
~ .:
r{-
I
-1--

-r-~_.
I
_~..
~-1 -
- i

I..
,fir

I .,._
~
,,
-

, .,
-r+rr

, +.;_

_ _

,-: _L

~+

,,
- 1

~.
t. - -

!
i-r r-,

1 i I
-~-

r
`_f'1'1

h-I

I-

•7

;

-
iy'

r ~ i'
, rT.

~ ~"

t,
i f

; r
- h

_

:,+,

I:

1, ,

' I

, -:
'.~
t •
•- f
I i..
1 ~
{ ,
'
_
'..`
I
r
j':+{
tI
~
I li
III!-
I
_
~
__il
I
:
:. I .- I I I -- rl :~ I '
r /•' r I

t , r +
I

t I ~ i i
r - 1 - -
1 _ 1

,

i

: 1
-~

:

t -

, ~
~
J
j -

,
i ~
, I. , ; I .
I 1.. _i.~ ~ X I , 1-- -~ I y-,-I
~ i ~- -F ; ~ _ .
_

I ~.'
',
..~h.
;
7
~
r
!-~~
'~
~
~
~

_
~

+
r i
- 1
-
~ I
:a i
~.~
. '
. ,_
- '
;'.
_
_ . r f ;- r
t_x:

it
I , t 1
l
I I
I
i I

-._ I
(-1 ;;
I-
-j._,..f
Ir....r-
..{r I'
7_'_
. I'
i
t
i`rr
1 r
I .
I''-i
.
II
I
I
I

-
II
1{_,
~..
.i
4
i

~

~
, t±a i+
- .
t-
L
-
-
r
i
"i;
1
::
I
-
~
~
I. 1
~
~ ,..
.
. ,.
. I t ,-1 , ! I

:

I

, i
1

I ~ ,

; 1 I I.

1 :_i
,
,_t

._ I ~... ~-
_
1 "_

l ,..-- ~ i
I
L
i .I
-~.
r Pi
...., t

1
1 r
._..
i.l Jt
-rr r
_, ~ 1._
,.
i~ -

:1 :.I I
.

.. I '

': ~

{

I

-

!, ~

~ -1 1-I-

L f'i ~"1~

1 -

r. I

, FG

r

'r.~r.

I

I

l~

f
{ - I t

'

! I

I
- t--

- 1

1
I

~

' jti

i
I I

I

I i
,

_
,r,, '
, ~_
.~.. ... ,
1
J i_
a" --II
-:-I 1 F.+..
^.r'_{-- .. j_:.
{ ~_ t .I
I ~: :,# ,.
--It I . ..
:i ,
~ ;,.I:
~ ~ r ,.
: 1_t'.

i
} I' I
r ,i
Jy

~ ~ I O
1 ~.A'
1
~
1 a
r 1:.{,
I
I I'_
~i
_

~ 'r
- I
L, h' 'p
I
-1.r ::.
- 1 It
- 4'
.
', ~
: ' -
=_I_: I
_ t.
1_. .+ rt
.._ ._ ~ -1" f I? . -.. - i
; , .i- ;-:..
_1 .,_
... .1 1 . -
+J 1-., S _i.
~.I.. .
I-_ .
.
-"
__~ _
-.
I ..i
.. i 'T' ~ ~ .
I .~.t:- :t L I I -j + I I I
:. X17 I

~
~
'
'. I 1
I:1 .
' . ~ .
N -, _r. r ;.- -
i -..,
.
_
L
;~: I
:: ~ ': -j
I _~ 1 ~..
~ ~ ~ -
I ~ i
-t , :I , I -
,
~ I
I ~
-- I i.,
r , ; ,
' I _ - - I I i
_ I

__,

F,, , r
I

.:-:

~'-;+
-;

,_.

,.
II;

1

, --

r .
I

<,

_- I

"'N1"

:

_~.t

,:

~1`i

I

=

~ _

_j1

S7 I I

, _

"I

r __ I

-

~i

r

-

- t
'
r.- r I 1 _f 4 I L. ~. 1 _,I :._1 ~ ~7 r i f r-'~ !--1 f
1 -~- , I q .i I + I f~ I
,1
, I.
, , I r

~
i_.

,. I
{ 4
=,- I
I
I
I.~
I I I 1
~(
'

~
1 1-.'
' 11 ,1
1 T_:. I _.
r
T r IY1L
1
~
a :
I :I ~i ~ ~
~ ~i I
..
I; _
';. !
i '
,-
a ~I
I
! I .1
'.
I +s
i-
-1
'i
1 !
_
. F
I. I-
1
S:.
t 1

`
I I h
,f I 1
{ II -
I'
' t 1

1
1.1.
f' + ~.
I rr-
+ - _ I {

1 _

~

:_-

,--

.

'i'~,
I 1

f
--!_•
1-

I~ :
-1-+j

l
1^: ~, !
~ ~ '
jl I
" a-'
_
'i I_
J-+_
h .
._ i
'','
'
i .,_~
-i-rt T I
I 1 ,
I~, '
~t_t t
Tj1: T~_
I-
.~+1 , { 1
, ' r
:;7
li- -

~
l

I "
?; -. j
~::'

1 I .i_
11.:"•,_ I
.ar - I
fy

' ,'
,r.
- ~

~ _%
1.1

1 .
_.
;
I, -
I II

- 4.;-,
t

~' ..
1 I
'.
!

,I
-.
ra

~ __
'~!- _
r
I L .
Y
-} I I --
tt
1 --
-11~ { . ..
~ I-~ :
,
~
~. _
trt_'~
Y L- 4
-1
i ~
-ri- a_
,1-
ri-
:
- ;
~7.~1.
I
F
~r-
~
-1-1
~
--~
..i;
'_
~iJ~~
t
r+
r
~
°;-I
~
{ I
I
~:
1
+..,
_
I
~~.

i

~
~
Ir
,-
',I
i ,
,:.
.
+-,.._
i
_ I_
I
,-
..t...
.:_...

~ :
L.11, .
I 1 I 1
..,/,,~~r-
-i'F~-,.
- ti
~ 4
-i~r"+
,-ri
1,
_r..: _
-I -!-,
.t_!:::
..
::. !
1
r
.` !:"_
I
'
I
..I-..
A ~
i
'~.l:.t
{
_~1;-:
r ,
~.i
i
'i t-
-r~
I
~
!1-_t
r'.
:1_-
: I
_
I~_
-
1
i~
~..L
I..,'_
'
i +

I
-
-

'
,
'. t, _
1 ._
.
',
i :
'. -}.; "1'
.
I ~
-,-I-;r
..
_t.
_ I
]_
_~_ _ .I_~1
_I._ _ 1-.
' '
~ .1-.7t
..
-
' ..',t

.~
_._ : i
.
_ .,..i_`

-
"1
- , ,
-1-1.
' I ri-+
. _-_
_ -
_
.,_.
-
t1
_i_.
. t.-_ 1
r - t~_.Ii

' .11
t:, ..il - _
I ,
-
-j+

~ L1 ' J: i1y~

:`
- I.i-
t _. F _

;
I

i
__
r . ;
F , . -
r ,
-
~ ' r
.
~ rj
f t
L j..l-. .
r
F 4~I , t
:
i...,~i. .
+ ,
. i~ r
i:
F 1
J'
± ri
r I 1
1~ `
.~ i
ti
t I ,
~rlt Ilii I
r .
~I:I
1 ;~1. .1.
j
'~i~- ~-- : {
r i: _.t. _

I 1

I
:

: 1 1.1

... _,_
4 ._ A

r ..
I ,
.._r" _
-. .

i. .
. (. -
..
.. .
.
1 I :.
,
, .. ... r
'-i
I 1 ~ .
_ 1 -
.
! ~._,_
i r ..5
+ r. l '
r 1
'- -I .
_
,
I
, I
- -
._~ ? ,l
; _I
_. I I
I
' I
_
I

.
I --
-"~
I r
1'r
r I--
:
-!_ ,
~i
-
r`rl
~
-
1_;'r
~
Ar .
.~.
t _
Y
I
_.I-{
LT
I
'
~ r
-j C
, r,,'
,~

.
.t.
; .I_

I
I
i. -.
1~~,
T - I ~ - -~I tl
I 1 ri
l. . I ~~ ~

-

'
: al - i f
~a , ~li~ _
, I rl I

- I
t
I
"

:;
J
I

I
I
! . I I I .
r I
_ _ I / .. ,. ' F_1 I~ 1 ; r~ I- t_ I I

' I
'
I

f

I I

,

~
I

_

~

.
:

~

~

:
:
- I
I
;. t --1 t1 ,-
~~
t ~
' I I_ i Ci. I _1

I

-

1
1
I

r
I

t
I

i
.Y

,
, 1

-

t _

..

, G .1

L
I t

~

i
-
-

~

-

r, _
/~
/

-

i

,~I

#
-~

1
r I , ,
4

,
1.

~
,

A
~

_ -

~

f

* -

k

~
,

1
-

~

-
I

+ -

_

I -

' ---
' ' I I T +~ , I "1- ~ rFi ' ' ' I -i -r{ ; r'- + . ' r r r 1 1 : r '_ , r' , I t _r ~~_ , ;
., . 1 r i r t t ~ 1 r

!
-
t

I
iii
C ~ y~
t a ,,r
it; I t 1
~

i %~
1"'a

-._. t
a ( j,
+_

-t-+ -

{ .

_ .:~F-r
_r

' Y #-

a :I. I -
~_~ I~

~
~ _ I

1

I
_ 1
'rr
{_
t1 -
t ,

, t -
- !
-

,, f
itt_

t t_.,

a-- IY I
J i
T+

- ~ I
_ I

I t

I C:;
~'i

y I

I
I
1
'
I , .
.., i
}
I _„ t
.,..1
-t.
._1.1 ,
I ;
.. I ,T ;
: , y..
..~, I
! ' l
-
i _ 1
1
1_i_ 'L
I I

I
I
I + I ,
:
+ I ,-
r t
_ 1
_71_.
-'r l
-
}.~_.~
f
' LI

" ,_, . }

~ _i_
+

, t''

' - -

I

~
, ~
i '~

.-
t I i-i ,,

1- ~"
- . L:+
I ~ '~
rl t .. .+~,, _,+.. ._ --, -1- ~+ ~ 1- ~rI
_~

_ L
-

,
I ¢.
ti i~, - I rl -r it

;:
{ I
,~
i' ,
_i: ~}
-I _
I -
! .
. _.. I
, t ~,_'.. •_,.,
'-. ': i
1 _ _r.. f
y_. ~. I r
~_t I
:. +. tt
__.-,
I
".I-, t,
r
- "fi
t,`t ' 1-
* 1. ~-I
, f'
, r ~.
-
r I
I tt":
. T I r , 1
~~ 1 -
1 _
'--~- ~ r l
I ~_I
:11 ,.:
{ :- -
-i
:t
~.I
1~:?::,.
tL,~ `i I
I I,

,
'
_

1

: '

I
-

' r

w

.

I

.

~
,

I ,
;.: - p
_.

i
,

'

,

~

.

r

~

J

,,
1:.
,
r 1
I J I
, ~ I
. 1 1 I
- ~ - - - 7 - 1 ~ i- -
. .
I
I
I ~ L ~ ~ - i ;' - - ~ I

. ~1 1,
I . .~- -
'Q
, +,
+ I I o

'

_
.. I

t

., .:_

-

~ -

,

,.

~
-

-

- - '

o
,~ -
I
N
-

.

, i

I
I

, ,

~-.1 t_I

.
,

.-,

.

:

-

_

,

~

,

-

-

-

I

'
,
I ,.

_
_.
,
T

.

I

F

I
_
I y .
+.
_. '~

_._.
~ ..

:: .

'

_

.

,

i

Q
j^ __ T _ _ _
TT
-

~-

~ __ - _ _
'- ~ - { r' ~ - 1
4 J IQ

- -
t I

- I

_

-

-

-
•

- I 1
, ` ^'

N m

Z
r

r

I - - r
-_ - -
• .

m
, - , , _ _ !
~
t®, ,
'.
I
--
~
- I 1.'
I I ~ C L ~

_
-
~
-
:.. - - - -

_ ~`
` +

.:
,

T

-

,

.

, 1

_ `-" -
_ ~~

~ i

I

'
i

-.+
N
O ,

~

:

~

i

i

i

'
r
I

~
I _, , t 1
, i , r 1 - {
I
_
. . ., 1 '.
_

I

I _
_

~
,-

~
-

r

i

i
I 1 ~ , .,, I.- L
23/9

i i
2/9/2005 2:51:32 PM
r:\roudway\proJ\64215_rdy_xpl.d9n
8/23/9

'r._
:..: i_I_-

~ 1
Fl...
,_.,. 1
I
_'-
'
_.!._.
..i-(a
{
l...
1:.L1.
. 11
-;
1:; -{
y.:_i.
i
IrL_
L]'
~
-"1_
t
I. _

1
~
_;
_. 1
)
~
~
_".
.!!;
1
L
f~
__
+..r-1
r

1J ':

is
_
'I.LL
I
I, I_
t

l
~ { I

:1_
r
__
t.l-:
!
'
.f?_

-
'-.
r.l`

i

~,_j
_
I
_
~:f!}
-
_r:.
_
_
I,
_-._
-'
i ~
.?~ f 1
t!1 r
-! „

' ..
irl _.1. _t

.
I

.
, i
I ,_: y
~ ~I :
I
r+~ l::j:J
1~,: _
_:- I
.i
I -,. ~_
h + _
-} 1
it-;r -
~i
-
~
''~ -
- 1,
+
I'
~;a -_1
r
Fi-t, y . i- ..1_._

1
~, I
f
' j.: ! i I :_1
-.{.,.
t. .-...a-
' , 1 I
{ ~.
L ) ;.:
.._,
,
'
i
-_.
'
,:.I
J ,-{
i:r i..i ,
C._.
I ..;- +
L.,-,.
,_ ,-- , (,~
.r +-- '•::

I
I
1-! .'-,r
1~ 1--
f
'
~'

~ j

~
.
r
:~:
I -
1 ++ - -!~

J !
1
;
3 f.-.

t

_

1
r ,r

(. :?-
'_t~
_
_ r-Y
.L.
_
' - *-h_-,
~.:i-:
{ +
~
_ : '~?t
1_t.t
_ _I:
},-I
.1- ~-~
I
" r
E :!_I_'!.:

'
.
..{.
r l
r
-1~;-t { -
.
- ~ _
- I r
} ..
-
-t '
!,-..- _
... ..a_., _.,..
-
.. i. a.. ..
_
-
I~_... ~ =1-I
-
-... A.I i--i-
{
,-•-'~. "-~ A
r r
_yl .-
_
I_
I. _.I..!- ..
r
I,.. _..-:._,-
. y..l.. i
-
I.. .I- -
1
r .
I r _}.
_.
f
'- t
1 I
t
r -
•.+. -
,
-
-
ti -
_
f .
-1..
L _
1
rl
Jl,. :
-1.1.,..i
Ir
~
.r_.I I
1.
; '
1
y.

Qt
_ : _
. ~.: ~-_,.
, 1-j L
-_
,~ ;
ii L..I_-.:
„ .
i t _. ,-
~{{ ..
}

+ _
i
~•
-r~ _
~~-.rr r
~7~. 1:_~.._
rlli
,t ;T.
,r~l ,
,,+- ..{."f.-
,11 - -L~i_

! I
.t

I y::!7
I,
t
~1

1 L. h
.1, ~'_h.._
I, , !

:
.L
r ~i-.

~ )i ~1:::,
I,

~ ~t. ',.

~: L L
I

J
' .
r;~

i .+..
,. I

?
i ' L:(:'~-
:~.

; t,-

t
~ r)'

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

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

{
.* ~.._ {-,._
r
~ :. ,
}_
r
-I-, ... -._`.. ;.
t

.-
1 ~ .
. _.r.,_. _

I
--
h'
- .. -
Yiy
-I_,.. - -
..F
Y I t
! ; '-~- ...
'-
-rt, ( .L
-!--!-
t't~- - ~
L. ~.
~-
_. +
i- -1
~
7-*" - L_
j]"_
lT _.r.. .., 1.
t
-T...-} _ .
r-r
r .t-•-1 t

-~ i_:

_.;.+-fi !-1-
r

t _f~-L-I.

I

'r
: I
L
> { _..

1

-(I -
-

'!.
+ ` '_ ..
L
+ 11;- 1.
-

~.
- -~!~~K
'~1~
+ r-r .,.y

.
+-I7

y... -

1' { i I

~- _
-
- _~r.+
.
-
~ I-+- ._ I
--t- -
- { f~ - -
.
~ rl
- r

-J_r.-.,~ I r

1 -: t
- - -
-'
{
- -

- -a-
~

-,. ; : '
~

:- y

I

~- r :..
1~-~ ~~

.!_,..j_.

-.(_._f.

L
}-r.

.:+ _
., .

't
~
,..-

t=

I
_,-.r a

i
1 1
.-...t--

:~~:~ .
-..

~

,
{
_~(.,..

y -(

LI
.., ._

I
.{

{
_- +-
-~ r }.
-F-, ,..r

,

~
.1 __

f .
:
-;- ..

I,. ~-
, •,

j~

$
.,_;

+i

.
,.

{-
~_~ t
t«

,
:_
-It

!
-

~'_, L,
- -f-

~
- -"

}J I
~'I-!-

.
+'
r

i
-...a.

t

!
t_;

,..t

:
I

I
!
I

t

'
T_

'7
._t. 1.

L
;

I
1
I

{,

1
-t -

~
I

a.

I

..
'1-
I I

,
I

t
•.},
._i-
,t
-L.t.,.,_
t`
.I ,~
14.1-1
, , Y ,
i
~ L
...I • .
-
-
-r
-
i ._
_'_.
I_).
1 -.
_
t t
~ . r .{...
_
~}.;-k. F-'-~-.
.
.-„ -..
Z~
I I ,
.
...:}..i_
~ I _+-

~} } . _--
1
_ .:. .L
r
-
-
i.'..)..~
Ir
,-+_
_.-t.:1
1-` •.i
r
it.;. i-j_

j , . ..

f-f-.i
-

{-_. -

!_y j..
!
.1--. -- I
~
{:i..

.
1
(I I ._
-
.
{.
_{. il.:
i _ I
- r
..{ _
-1 I -~, y
1,
- y
+r'{ -
:. ;_..

..
) ~- J_

(

t
)
_L:_..
1 ,,.. c.. _.~,

' t -~._....

' ' ., .._

t ,.
. :1 1

_A_ _I-;

it I _,.,

.t_ .t-..

I L

_
._ I '

_.a.. ;..

~ + }-
I
~_
-L_,

- Il„"

_

. ..I. 4-1

.L ~ +::y_..

' A.!..1._

I _

_

i
I -

1 ,;:'

_ _ _

I
~ 1L r '

'.1 1

+_

I.

1-
I
'

1-:

L
-1
! +-i

a -I'

) -

1.

.) ,.^~'.

1_~_I_
,
rj_I _:~.. + 1 { ; y
i. y..{ a .~ .. -,.., { ~ t l_} y
~ 1 , ~: r
..~.~-1_r Li~_:.. -'i_ _ I } r+-.,_ ,
.r}-, .
_;__ t r
i r
f :t
._, I. f .~i..l.a. I : r i:.l i f ,
(-i-
. 1 a -i:J-1 - I
_ .
+. ..4.f.,; _ 1 , ~ - 1... I _ ~ I J. _1_I..r..
-i. ...
_~..~-,-;. .1 .
- I-:.
r
1 -i , !
.: _..._

~
~
) iht"
? a ~.y.
, I'
_'.-, i'~.
t ~ h 11-'
.a-.._r ...
! +..
_) {
J .} ,.
."_,T-
_..
1 ... y 4
__r-}_

(
~
: ,,, f
~.~.
r
r
C +
- _. ...;:
iF h.

~ ~t { , a
7.;.~
! I 1

t r _.-I t
- {..,-

I _!
_L: } }..
-i f' Y'-
.-t..

~:
I I'

1:
' _..I1
'.}
~

' '1
,

C 1
-')-

:j:: -i._~L.
i...
,_t-
~
, { L
7 _
i1
: L.

~
{
l _

,
a

, _
I
+; .
.}.
~{ }_
:.

))~~
-
~ -!
_t1iL

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

I I

1.,
-
1 }I.

'

I 1 -_ _

i f
I-{'
-
l.l...
i..F.;. +.
~ :
_
_,_ I .,-
r.:_`- ..,....,
_,-1 t .{_,.._
L+-i-- -~.I.
-1.'_ -.
.-1
'},,-.~ ...
.
..
±{.TJ .+..
.
.
;.i ~_ . .yi-
~l,. t-.._ '- -•'
-"t r- _
.
.--I
-"I-'-~ -} -
l.!F
:_.
-
Lt-' -+ i ~
era- fr
~)
.
y: .
;i
:..1- ...t-
..
1-.ay. >-, }
.---
_.. L.j, ,
:1- - r
f'• -
-1'-)"L +.
_
.y 1 ,,
~ L. r;
.).:.I"'r ) ~. i I
1I- !..+ _L-:~, ':

__.1.r
_!_:_
i
,-.~.
t.. r_
+-
-~.,..~
+_..[
F.....,.
-4--'
-:- ,.
: -
':.J..
-Ia,'-
:..•.
f
-r-+
_.{_._tttt.._
~
+_
t..S- -
-
~

. . a.+}-_
-}-"~+
-~:t
. ~.+-._
i1
._
~
~-
_l,
.I..{.:_.-
T i_'..
. _!. _ _
-}.,.~I
..-n ..
"?
r~{
_,_,.. ~
"
,~~
y
r !.

r
_ _)_1 _
1'
t{ ,:
{{
t''
t-,"iL
_.j__

_ i
-'_
_I.
,~.:
1-,_
~)
+
;-:i.
L_,_ _
!{':
_.L

:?-~
r

-
.f'
1~,
_L4..1..-.
1:
.-i
t
}-~.
-
:
`1
{
+1-+
~..+_-
{tt
_ ~
I-f-1
,-r-
'
++~.,.
:

:~

~
!{.i-
1..,
I
,. __ .-,..
L.. J-. :
._:-, J .
;.. ~ .. •.,:
.i ;-:. :..
t .r
( . r._ ( i
-;-{-..,.~ !,
1
_...
_]_ }.!_
-~ _+-i_
_ f
_ I f
. 7
1 _!_ : t
- i
,1_ ::
.;1 I : . _
I _
_+_' 1
1-,
~
_I . _ _L?-
-' I
_ _
I
I
-- _
. l ..L.j
; ~
~ , {
- `_
+:.
;_
+
'.~
~

L
. ;
!_. __
__.-~.-
~_ _{
~ ~ _
1-i~. __.'.+-.
.._j.
r ,__:-
_..
'
~ .,
.p. :.a
,.., :,. :-
, _ _ ti-
.a",-:-
F -.«1
-: r-r ._ 111
.r*rl '
.,-_
t
_ .. -
~
~ :..-'
"t -i-
! i,.
r F} l_. 1
r~7 _I.;_. _'-
t:- _
1 _1 .V.
- 1 _
~~ '
_:-L I-S
I-J. I~_
_ rJ..
.
_}..,.
-r -.1.
-l- I_.~'-
.+~_~_;_ ra
i_
Lf -
-.]_.~.-i
r
~ __
-'-1¢

I "i
-{-~ -f~ _*
- i}}-``
47
't~' ;

I
~ .}

.. j
t
--
?

~
.
f- I-
'
a ~ .I

,~ !.-
I

~
~
, ~.
,_.+,_ '1 , r-
1 }..~- +
..-._
T+.a 4 ..
.:
, 1..;_ _. _
.1 .. _ +.:
_..-, L_ Y . -
_,;!- -..-~._.
~..;..' +- "-
._!.!... -,..A
__~+` ..-:_.
1
I'y-1'- ..
-}
' ,. .~-
-«
-4_I_r !. -..4.
A,_; 7 -
., ;.. 1 .
_:
h
I--- ._ 1
-`'t I ,.., _
._,:.i.:- 1..
I Y.}
- :.1
-- -L.
~.+ _ _
; -
_,. -..
~ - _,"*-{-
..}..
L~]-
.+_
L _:~:. ' -
-

, ,~ _
~
1 -
_
~.-1.-, .
~., . _
:1 `'
.:

,ql{
-I'..,_J._

,
~_,.

-,...!
.';_'.: ,

~
I:_

:I: '
-{_ .F

_t:
.J..r'-,-.

a
l-.I_
~

:~
.+,~-tl

~..:
f~#..j.

:~
..:.t~(
:
r~`-
_?'
.
~

_(lt,

.
r

-7
;t.i.{

,,
y+_

r-
+:!_'1 .

,t _{_
I._f:,_

I a-

, tl

~r
~ _(

, I
i i-

j~

.I
r-I

i
•'-

f-4

i

-i,

i

_t-
-1-+

'4 -
!

I

I::.
-

i

I

o

-
_l .'
. I- 1-I --- -- ~- , 1
,---r - --~ ~ r -'--±-r I ~ r :: {,
, r ,-I .
.,..; ~• r, i I I ' -r~-.+ ,.. ~' :-Ft I ~ 1
I '
f I ~.;.

.-~
~ ..
Ir! ._ y
, __}
L
' , ._,_
!
Ll _I_
:-
' , , ~ ;
I
f A ;. _«.

1::
~1 aT- r
_
ij f
r 7t
-,-I- ,.;_
tt ~.
} ... -
- 1 ,
-r-. r-'
!
_ ,
!
1t _
.i_ t t-

ii- r

-4~~
f !

~-~i.
I ' !
r 1
F: , '-!

ji1 1-r' t 1

r r

=

1 -
,.
1 i +
_
I1 - -
i ` -

i
I i'
( r_~-

~:i
.
.1
: ~
- !. -..
.
,
~+a;- I.I,_ ..
; . , .h, f
.
r;. +,t r I .
I r ".1 ~ f ,r~, t;- ~I. ; . 1 h~:!
4i_ . 1 i , .~.~' i ;.. I '
~ I . _~..i 1 1.
t i.-+ I }
~ I _
r ~,
'
:.
1
,,
I 1 ~ r 1 h t ; , -.._ F

: ., I -I ;_I.

1
:
_ 1 ~ - I ' '_~
. : I : ~ ~
•~

f -~, -

~..,:.
-
-L..-.I

-F~, r
r

11_
: l

.
)-T I

;,.I.
.
,..1

+~-'-t
f..

! ~-
_.Y

.i..~t
i-

~~._
r

~+! :
;.,

-

I
i

.,
I-7..
{-

I~-
.

;-rr

-
~
~

~
r

1

i

7
-F1 t

~.. {
-
I
-1-

~r
I I

I
~

{-'-
1 t,-'-

,~
1 r 1

1"
!
t i !

~
-

+
~::. (. ..I1, ~}rI .
-._ , ..1.
: `..~T'~ l t'. _L.) I ~.1-. .. _I rtt 1: I_4 ,.. y-:1 !i _.._ -I !+ .
~-

; r'
Yti i rl
1

1 ly + •i +'i.:' - _
.r.-, .::I. -
,-
.
I~ 1. _

; _L
~l 1
.
. :
-_;.
' I , i-
l a- i
.-•.+
,t., +
-
r -r .
` !

II
l ,
..1-f (.
_ ~ i
t.l.i.
{-j.
J-
-,_
! .,
l ,
{.
Y..-, -
} ?{~
.
._
'
....
r
{'
.-,_ 1
.«,
-{
r
"
+ r-l
~ • i
~
-
T
_ ( r
{ ,
a-, .,

,,
.~i

I
.a

r
l
~.
~
~_
_

{.
Ii
+ +

f{

1 L .
`

H
t
ti-i r
, ,

+
, ,
, L .
r

r

I
'~1
t' - _
I ! '
-
I r 1-
1 -t I
a
' ~1
i+T
..-
1_ -
t1
!

1 -}

~ r 1

1

yrF
~
~ -.
! ! 1-
i..
t
:1 J
.,
1~
~ f .t._I
L, t
1 1-i
{ ~ _
_
imt
r
y
r
f-
~.-, t

, .. {.

~#- ,r

i t

-7.~T t ,

i_r..

.t . .
T.
::1
. I I , :

-.,- .
~
..__ t y
;
+-1 ,.._

. '. r

...1. ,

~ i r

-~ t
:. 1 (r

_ t. Lj

- : 1
r

: r

_ I

}

•_I

1 '

r'
•

-* I ;

i Y

1 ~

_ _I i

~ I
~
I.•._~.I.
_I.,.... 1
-
.1.. - _t.. L

.r.,.. L.
a
:._
i h'
..... . t
,.., -
.......1.
t
1l, L -
+,"., .+
-,.. ,-t
1
Iit-'
L.. i-r-
..
,-t,r
_+_,.
l;'t.{
_•-~
_'
..;
,.,
~. .
,,-,.{
-
i.'I'!
.f.
-
-
:! .
.,
'
'
~
- -
i ~~..
11t I I
{_~.
.t:r -

{
j - I

~
-I. !_L.

- .1

? 1,.
'.- , _

I ._1

{
t-t _
1
)
:j
-r{t
1 r

1:i
_: I -
_ _
I

~
_i.
+ !
I.-

.-;1
F_ `-1-
~-.
'r''-F
.,_~,
1_L_..I_ l
, ,
~+'-{a..i_
:-j
.1.1 7 ,
,-1 :-
-r l.i 1.
IC +..;
t-,.-,._
'-
.•'{--f
f _'.
Li-_:_
.._
. .-(-i{P
, .,._r.
-
-
+{,
;-.,

.-,
l .,_Z.
I.I
.~
.r?.
(
i,:-?-
_
+ I .
1

,
, r
Vii-
1
1- I I

.;
,
I
I

, ,

-

,}-

_ 1
+

,

:t'. !

I'r ,

:{'
~
.l. .
{ r,
Lr,,
(;
r< i

-
-
-
1

:

-I _::-~
, . [.
.,

,_

I-
r..
r a

i-.
.!_-! .
+ i

;

__r.
( _
t..

.y

.
.7'_ .:
1 I

.:.r..l.

~
I ,_.._L.
t 1

-1 ,.

1,.
, ,...
1I

_".
. _1.~..~
i r

a. ..,._

. __!.
i'{~

.-i «

. ~.~+-

1:.. I. ,_

-+_)- -i-
r
j--

-• -+_

-~ l l-
'
~
,
'..+

-;1..:.7
1

t.1 .

~
+:.;.

.++- '

_,f,..l
1 h F

1 . -

i2
ti
_.I'

' 1

-11 1 A
7 '

'
- -
,t:
1
"1

~+1.
r

-

-
1

r..
l

-'-I

'

-

I

I
a

r

. t
~ I

-rt

~:L7_ ,

'.
I
,7 _
'

-

_,.1 r

I

'I-:

r
I'

i
-
-. ..7

I

_
, 1

1-h i

_
• i
_
'

ri
,1 :

- +~

,,.
~~'

-

~ -
. -1

~

{

~

i -

~

~

+

'

_

-
'
1
. _y_L. i. t-'~E r I
~•f-L- -r. i ,...L,.r. ?_,
' . _.._ ,-*_-'_ _L.. I ,
_~ I 1
..
r_. ~
..,. r-•-t -? - ,
,
!rl
r f ~
,.t-.. i I-, rr 1. .
l !
~
' y
I _ _ -`1 -
r I.
ia-~ . I
r
1 1
-
~ _
'-
.
-
~ ~
,
;..
'_l.
_,-!-
i ,
: ,
I _....
J _,. ;_:
. _._ f1
I .... -~..
{
! ..,-. ..
} .-._ _
f r
JY .
{ !-
L ... _~..+..
... !_,_):
+ .:.
.i t 1
~
t . ! : _,_
~
' ~ .,-
Lt __•_
__,._f:j_
~ ., ~
_, i ! .
~ -.
-
[: `_ 7
~~' r _
I:
yl~` , 4.
( - 1. y_
;..i'
_
F! r
1 I .1 , ,'I ~
j,:
1 '
/ .
! }
_I_j.:
~
l
i +
1 _. I r
1 I ; ,: j. _
77I L
~ ''
i _
I-f.1.:
~~ : 1
~ . rte,
;I .,
i
~ , i ~
` ,
,
_.
) '.(
'• _
I,
I ~I- ,_.
t
I rt
-. _'-- ~.1-
...FL.I-
~ .__ ,
_(. ,_ ,,
y'_t:{.. Y _
~.I.:.. .}}~
_FF
.f--f-'-j. -I.
~
1
. Y ~. _
{_1~
. _:_
._~r....
, ., t ' ,
_
.A t ~
I J
._.T
'-.
t l
-I.

?r:;.
T r_
Y l j.. _~)

-. I
ty ~.
I I

r'
I.T:-
; ~.
I
'

? -
_
__ _
_
+-ri
~1. -

~ rl

:{:. :
1 tl..
,-{_ -I -
r.
t .r

. f_ .
T'-
'+.i_{-: _

t
1
I I

.: { }.I
..1_:-..
1 ._f. _:,J t ;_~_ .i. I I
- ~.,.
i. IJ~
f ri: l
:
i
Ii1 -'-• {

,_
? t~ r-- ~ I
I! j I _.j-}
.
r
{-
S .j..
r.-
, • I
I+ -
: !_
t
: " {
I . -~
-- ):r.?_
f: . ,
'
rLL
-/
~
'
~: } ~_{Ii
,-_, .1
~
' _l
,
_~ !1.
..y l ,,. ...I
;%t I
1 L.
L
i ..L:
I I
1 L ~
-j
f' { i
1 ,
~ }I

I

I
! ~. 1 I
I ~,I
Ir- r '_
- 1? ~A t ra
- , {.

1 _ a
-

,

- 1 ,

l
LI :_ _ _
... -r
- ,~_
;_ ..,: l 1 ~-t , i -I
T ~ _i_f r-1- I
I
,
:~ y-_ it, 1 ~{+ I '
~
t

1 i

y

~ { '}
l

, , ...L. ,
, _,~
!
. _.:
~
~ ,-',
I
., ;. y
d I i -J
....
-t..+l ~
;.
. , t t
t !:::f

r
t '
-
+ . -
r
-
Li:,' t

,
i
r._
. Il t _

,
-
~.}...-' 1
I i
(

1
- 1

I
1-
I : i_
- -

'~'i T-
r
1-
;
', .. ',
:a ~, 'a
• ,...~
{F
J .. (
~~ t!
~ ,-ri-
-+,_.
- (I +i ;+
r ;_1 t
f* ~- _i-
~
j
~ 4±11
-i
~~11 i{-

~ ,rr,
~~- t!
1
r
-
Ir~-- F
1 i~'-
-
r
t
:"
i~
--I :1-
~-~ t
-
f 1
-I
Il I:[{

t
-r-- _
~r+. .,I,, :;; I
1.j.., r- :
~ ,r+.. .a
JI ,-~,,
~ ,1 .~a ,r
;
"
~ ~
:i'
G
~) -I
, ~
l 1 -
{ , .
.
+-
~ ,
) 1
~
l` .t
• { :
.
~+-? ~;r -', , _. , It {. {... : .,~ .~
,_ _riF ll ,..
r, ~-+ .
F _
_ I.. ,r ,, + ,I
- - -rt, -{ I ~r
- -

~
:

H'..l.
'
!-r-,
I

:. ,
..... •.

I

rt-..:{
l
- ___.
1{ ~_
.
..r-

Li_; l-
-.

..II j
._
I
i
~
.-t-t ~,
r ~r::
{.
: _"":
; 1

It.. (..
~~•..
.
I !
.• f
~i
1.. ~..~
1 ~

) f
1

+:-tL
-,_

l i-
.i.
:.,

4

.,.,.,

+
1.

~. }
it

r:

~.: ~. _T

I
?
~
-?-'

..,
F

!'.-
-
~
J

~

1

f
~

l

1.{.. ~!
II
~y
..;
'.•.,:
~
,
{-~-

r

?;

1
I

1 J. I,
~:}~~
. ~~ t 41
~t:.-!-. -
{
_l; + .- _
-~l~
rr:
~~,r.r _
,, , j
~;fa I
J~;_,
"I !- ,.F-,i
,--I-
-i r'r ;.:
~~, I
1
~I ( i
' t-
-
--'.;
-
,{._j-A
;.:
f,l
`-T 1
:- ~'
a
r:,

} .
, It
~- -
I
_. ;-.-
'. I
_
'
f :..
1
-
~ ;_!..:
j.-..

~) ., ;

I...__
I
! I-.

... i ~ ;,

__,,
' l

I _
I
~ .,_i-
~' '

t
,~; 1-};_ _.

,_.
,
J .... -r

.__? .!
~
~ l..J_L.

:t`-,
L .

-~-r
t
~ ,_;..}.;

;-:~
' I ' ,._

i 7 . -t-L -

r.l
)
~ . _ .

t' _!

I
J -, I_t_-
-

.: ' -1 ,-

:i
r: - i_L
- >- t }..

-rr
II .

~
!

~ ! _. I I

L 1 i+

-- _

1 ~:!

I __i-
-
Ir;

' 1

.-
l 1 '- -

:, i1
-
' ' ' a-

t -
- -
.I
-. _{_
al"r'1--f- .F-
+- .,_}-
^1-I -.,'-
..r.. _I.- t'
.T. i.a
_
',. .+.-. -
11
. t-
{..
.._i:i 1{.. _
.F
-_'
r[. -.
.
--
-.
'_~:t .
-,.1-i-
-
'1"1-1' _
-
_.
L-
ttt :-ta-
..._..
{+ .
-r-~-
a t _
-{:1
_
~ ..,
L
l

t +-;
L1
-+_: (
l~ '
~
- _
+.I..),
FIi. {-.i 1
.- ..
.r,.
i _
._I
{ .I'
! }..+ t
}1. r
- II i
.~
.1

-
_

r

-

i I~!

I

.J..a.. I{J

T

_
11=1~

1

J
II

_
1
1,

17:,_.
II

.
I
'

:.

-,.

- I

I r

I _I

.:a

,
I
,~ i'

a-'
_i. ~ i

I t

F

l.{ tA{

+ `- r

t ~1-i

-~I i

I ~,r

_

,
r -r -' .. 1
- i
1
1- 1 I .1 - Y _ , i t :
I
J
I
I ~, - I- _
{ I Y
` 1 r . _.I 1 I
;
i
I
'' ~~ I I 1._i # f ~~ l C: 4.
{ _~
I
~ I I I. :1' J
J
1~~ I
Kp
_
I 1 : r f _ I -
r +

I

' 1.1

I

.,. t1 1
.._ 1

..- I {~-

I ~ 1
{ ~;~ ,
I J:

. ' "'

. t

I

:
,

,•
:. ?

~ I

, 11 ,-

r
i

I

I

~

_

1 ,} 1

- '.11

~

. I

,

- -

-

-

:
-
_.- I - I ' 1 ?- t~ i
"_ _" t {
I h i i 1 1
,
-. ~~' _
1.. ~ ~... i_,I Ll'- :,~ .
~~'. t_I
rl ~-ti, J
1,.. ,_ .. 1j1 j ~-'r .'_: is .-k d'f I: w" i' I ~

,

_
r

, is
111
I 1 ! 1,
' i. I

~
I
i-
,
'

1

~ J I- ~--+

_

1 ~ ~i-3

{ J ~

~

~ ! I i- t

' 1 '~_

:

' t l i d + ` t::

t ~~. I ~- J ! '_ . I r l i

I 1

~-

I
- ~. 1 ~
. !.- I I
I {_
3
~1 t
'
~: t
.
,
. t
I t '.
1 1,
1
. I t
-
7
`
r'1
1
f
i L
F
l
__,_
,~
'
'
~'
l 1
,I{
~': r
,
j
~~
_j
+ ~
~~
,
a :~
~-;.
~ h
-!
1.L-' 4
It
1,-..
f
_CF r
L
'
I
:=i
_
:{a
I,I;~
1 I..
[:
r.
.
lj
1='
'
-
)~
7

:
~;; I

I. i:

1 ~

,', ,y.

,- -..

t..t-L).: .

I r6 -

-i-+°- fti'

~--rl- rt

"I

''

~ :

_11.1 .

,, ,.L..1

:,._1...- ;.

.
- ' j I

+

t l'-!-_

, -

r.I:}

_.{~ .

.~.1 ,

r,
-j._

1..

...L:L.,. ,!

,-
I,,

-

,-

1,, ..

- r
.
rr~ .

,
-- ;,

--t J.

- I

~

:
+ .

-+- i~

- -

t
,,,
1 ~
i .I-~..
.. {'i
.' T ,
~ I..
_-_' i
1 I,
I tl
? I_;.. -

~
i _
I~ t
r
y
' I_l. ~..I 1

! _1. _{I {i I ~ I;
r
., ~-
L {.. •' -• - -
-
_1- 1 1, ICI
j.- }
!{ .) ;
- lJ - t Q . I i -
:~fi t I A 1-1 _
,I;. Y
' ~ I _
1
,.

I

...y
j.

: f 1 ,
,
1 i {
t
~ ~
.,.
~ ,
I
.,~-
I t~ ~
-~~"
f ±
?
~ 1d
'

1

-

,
-
T
~
~
)-i
[
i
'

.~
1.
i
: _ -
{ TI- T,

. ? + -1.
r i , .,
11' m -I -
:
t I
-

/~
Q

~,

,

r..

, ,J~

.-
,
,

.

,

T

.

_,-. {

:
7
~

J
:
L (
C.1
N

~
1J ~ 1 ° I I
t -i , p i ~+'
~ '' '

T

I. f- ~ ~

--

-

- I

- I I

I .

-
,..
1
;-;
'I', '
y, 1
I
I r' '[f-i {
{ t~ ~ I 1' t , L.L- I
' L ( '-j f I r ;:~ 1 I },:
r : , _ -

I

r
y 1
I

1 1
I J ,.L

t.t_
7
ri

I
1 1
1
..,
I
l
_i.
i
'

"
_
_
I
~

~

~

'

~
I t r
I :.-~-:A
`.~ ? ,
I i1
~ l I
/ I
1 I- J- - ~ 1 _ t ~ L A
`~ 1 It'
~ j a ~ .
{..

t

nl ..

~ ,

i'`-` :1 : I I _
'
1 11 . t y i

., yy h
,,

,

I ~, a ~-

1 ~,

'
I

X1 t

1 L:

I

~ :

+-

I

~
-

,

~

T

'

-

I

_
- I
--

-

:

--

-

-

_

1_ -

-
-

1 - I

r
j,. ~

i
I

,

_.
/
i
/ 1 _ I.. ~ ,
i I

+-
-_rT
~
TT.
T -
f .
~ -
r
1

„

~

_
~ ~ ~ ,
~ ~
-,

__

~

-

-

~

-

- 1

- 1 ~'

_ I
.

;. ~

I

I

_

-

_

T
~

i
--

-

-

' -

- -

-
I, a ~
r.
.,
, ~t {
,-

,:
.. '

r
~ I i f ~ r T
, i.- r , , r 7. _ } i L' ~ ~ - } ~ ! , - ~ ' , ' I i l i .. ~ { I I
I ,_ `~~ ;r _ ~,t I I~ I ~ ; ~~~ - I - _I

,
~ _
-
i -. , i - ~_ - ~ -

i I

{

'

I I
_

I
_
i

•

:
, I
J
-
.
. ~_
- ~~ -f - ~ -- ~

T -~ - - ~ I

i
~
~I ,
. .
~ :
i
~
~
~
,

,
.

:

-
' ~~ i i ~ ~ I
o

:

. :.
~.

0

:

...

~

_

.

~

. '

.

T
1
~ ~
~ :
I ~ i

: :

.
_

'L

..

~

F
y

i. :

r

!

7
U
:.:

~~ -

r ,

T .

.
_

.

-

-i

,
1.

, ~ :
I

y -
~: 7
-

'

r
~
I
-O..

.

~

I

..
,., _

_
-i

,. :,
__.

..
_
,
l
.
~

._

.-,- -

-

.

'

-

.

~.1

t

.

..
-

_ -

..

.

O

t ~
ti-.- - . _ _ _ - _ . - _ ~ _ I

• , 1 .

,. - - _- -

,

( ~

Q

,
,
,.
l
~.
~

~ _

r

I

°

~ A
m
I i`~
-
- n
~ '

~
.. I z
©
,

_
~. _~
i ,
',

~ - t I
_
-

, -

: { IQ Q
- -

1

L !T
I

,

. J
- -

+

.

_

, ~ ~ ~

i

, 1 ( '

1 !

_
1

.
~

. _ _

- _-

~

~ . _

,

i

, _
~J~
I -E i _ ' _ _ +
Q 1
, • i •. I ~
r" I X R

, ~

- ~

._

- t 1

-
~

.-
_
I ..

:
f I i ~~ .
I~
__

I

_ ~ ~ C
-
-
,
I ... I~ 1. ~ _!
a
1
1 '
~
~

~~^~-IDDmD~TI~-+-~H
~o.~mo~o~t»Do~~~
xo~-~a-Immcmr~o-v=~
~ ~ ~ ~ c ~DDD~-+D< DmD
~ ~ oz~Dr -o Dooc~tnc~
~ ~ ~ vooz ~~~-~zao-Imp
rn xrn N--mmHHm m
c ® ~ ~ ~ c~Hwzj z~NVVDv =
~. ~ ~ ® ~ ZW-IN~I.P-I~mi~3 ~
~ .~ ~, ® ~ ~ x Ntnd ovmoomD
~ ~ ~ ~ ~ ~Hcw~wm~~D~tDi~m Z ~
--1 ~ ~ o ~
-... ,~, ~ ~ ~ ~ ® ~ rnov~coo-aD~HzC~ D ~
wmmTl ~t-+mvcDtn ~'
~ `~ ~' TDDv~tnV~ r~o~-lao
® b ~ ~ ~ ~ ~ II N~ AHD ~Z
'~. ~ ~ ~ ~` ~ ~ ~ ~ ao0o1131i. ~cDivvrD m ~
® ~ ~ ® ® ~ ~ N m ao -~ o r r cn ° a ~ -+~
a ~a ~ ~ ~ cn~mH ]7v O m ~_° ~o Zz W o
~ ~ "~ ~ ~ !i3 o H~ m O Z D m D z ~ -i o -<
~ ~~~ ~ Z~ mW~1f/) O ~<; zoo ~m mm ~ may
-r1 m C'~ fn ~ p:::>::: rn m
® ~ ~ ~ --Iaov~ ~--IC m 0°~ ~~ ~,~ m w3
{\qq ~ ~ ~ ~7 ~/} Hon m~ D I- Z ~--~ ~ ~D
~' ~ ~. cn ~ n m too ~` ~ ~ <
® ~:~; Z
~ D z v z gip; Z
HH H~ ~:
~: >::>
z -I H m o><
,~ p Z ~ ~>;::::
o•
I I `
I I ~ ~ ~~
C~
~', I I ~ ~ ~ OQ ~ ~
~~- ~ I I ~ o
O ~~ I I ~ - ~
O~ oa ~_ ~ I N e i 't1 O° I ~
I ~~ ~ ~I i~ O i i ~ ~ ' O
~~ O ~ ~~~ I I~ ~ ~ i
I ~ ~ ~~~
i
~ Dc~
~- ~ d~ ~ r v o ,-,
O ~ < ~ -v ~~
° ~A
a~ ~ ~~ , i d o0 0 1 i H~ N ~ ~~ ~
~ ~ ,~ o , i d ' ~ Nmo ~
_,
~ ~ mvo O
o° o i ° ~ p
.\ _ _ _ _ „ ~ H .~
-t- -
~ '
' III ____ I ' ~ O p
°s i .~
D ~ '- Z L '"
D -~ I ~ _ ...-,~.. ~ _ p _
~ .--~ ~ o
l~
/.:
~ ~ ~ - ~
~ ~ / ~ ~_ ~ ____ FLO D ~ zo
..
n1 ~ ~~ ~ z .~~ N
,~ I- ^_ - D ~ ~ , ~~
j ~ r-- m ~ o f
,~1 ~
`- ' D :(- i ~~ ~
_ _ _ - ~
/ ~~ I N ;CO ~ ~~ i
~ ~ d ~C
~~ ~ _ ~ ,
~~~ ~ oo ~ ~ ~ Cwt D
~ ~ ~ di
0 ~ ~~ ~ i i;
o° ~ ~~ ~
d ~ i , o
d ~ ~ j% ~
N ~ I ~ ~ D ,d,
J i iA
/ ~; ~ m ;I j ~ d ~ W;;,
/ ~~ ~ ~ d ~ ) ~ i rot ~~~ ' O
~ (~ d ~ ; ~ ~ ~ ~ ~~
~~ v Jo B o g r~ ~-t~ ~
~~/ I d n~ d ~ ~ 1' I i' / ~