20081223 Ver 1_Application_20080813

STATE OF NORTH CAROLINA R IVAi e
DEPARTMENT OF TRANSPORTATION

MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
July 31, 2008

US Army Corps of Engineers
Regional Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTENTION: John Thomas
NCDOT Coordinator, Division 9

Dear Sir:

Subject: Application for Section 404 Nationwide Permits 23, 33, and 13 and Section 401 Water
Quality Certification for the replacement of Bridge Nos. 221 and 222 over Muddy Creek on
US 421, Forsyth County. Federal Aid Project Number BRZ-1844(1), WBS No. 34409.1.1, State
Project No. 6.628001T, Division 9, T.I.P No. B-4507 (R-2247CC).

$240.00 Debit from WBS Element 34409.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge Nos. 221 and
222 over Muddy Creek. The existing bridges are currently in poor condition (bridge sufficiency ratings
of 48.6 and 64.4 out of a possible 100) and in need of replacement. The new bridges are intended to
provide a safer bridge structure consistent with federal and state bridge standards.

Each proposed bridge is a three span prestressed concrete girder bridge on concrete caps and drilled
piers. The overall length of each bridge will be 212 feet with a total bridge width of 80.25 feet. The
spans for each bridge are approximately 85 feet, 85 feet, and 42 feet each. The project will replace the
current bridges on their existing location and traffic will be maintained through on-site detour using the
existing road during construction. Please see the enclosed copies of the permit drawings, design plans,
and Pre-Construction Notification (PCN) for the above-referenced project. The Programmatic
Categorical Exclusion (PCE) was completed for this project in June 2008 and distributed shortly
thereafter. Additional copies of the PCE are available upon request.
This project is included in the scope of R-2247, the Western Section of the Winston-Salem Northern
Beltway, and is covered in the 2007 Supplemental Final Environmental Impact Statement (SFEIS)/Final
Environmental Impact Statement (FEIS) and 2008 Record of Decision (ROD) for the Western
Section/Eastern Section of the Winston-Salem Northern Beltway (TIP Projects R-2247/U-2579 and
U-2579A). This project phase, B-4507 (R-2247CC), which consists only of replacing the existing US
421 bridges over Muddy Creek on their existing alignment with phased construction, will be the first
phase let of R-2247. The phased permit for R-2247 has not been issued yet, and B-4507 (R-2247CC)
cannot be delayed until the R-2247 phased permit is complete, because the bridges are in poor shape and
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] Of 2728 CAPITAL BLVD. SUITE 240
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 919-715-1335 RALEIGH NC 27604
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER FAX: [phone]
RALEIGH NC 27699-1598
WEBSITE: WWW.NCDOT,ORG

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need to be replaced soon. (All other phases of R-2247 are post-year in the Draft 2008-2015 STEP). Since
there will not be a phased permit in place before B-4507's (R-2247CC's) letting, the Federal Highway
Administration (FHWA), United States Army Corps of Engineers (USAGE), North Carolina Division of
Water Quality (NCDWQ), and NCDOT agreed that a PCE, that documents the impacts of B-4507
(R-2247CC) alone, should be produced in order to facilitate permit issuance for the bridge replacement.
The PCE was completed and signed on June 9, 2008.

IMPACTS TO WATERS OF THE UNITED STATES

The project is located in the Yadkin River Basin (NCDWQ subbasin 03-07-04) and USGS hydrologic
unit 03040201. Three jurisdictional perennial streams, Muddy Creek and two unnamed tributaries (UT)
to Muddy Creek, are located in the project study area. They are currently classified by the NC Division
of Water Quality (DWQ) as C waters. All are given a DWQ stream index number of 12-94-(0.5). No
designated Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water Supply I (WS-1),
or Water Supply (WS-H), waters occur within 1.0 mile of the study corridor. Muddy Creek and its
tributaries are listed on the North Carolina Division of Water Quality's (NCDWQ) 2006 Final 303(d)
List of Impaired Waters due to impaired biological integrity. Potential sources include urban runoff
including stormwater sewer and minor non-municipal discharges. A jurisdictional determination letter
for all water resources within the R-2247 study area (including B-4507) was issued by the US Army
Corps of Engineers on August 28, 2003.
Permanent Impacts

There will be 186 feet of surface water impacts (bank stabilization) to Muddy Creek from bridge
construction (Site 2). The riprap will be installed on the banks to prevent bank erosion and scour. There
will also be 47 feet of surface water impacts to one of the UTs to Muddy Creek from the reinforced
concrete pipe (RCP) extension (Site 1) and 32 feet of surface water impacts to the other UT to Muddy
Creek for riprap installation of the entire channel width (Sites 3 and 4). The permanent impacts at Sites 3
and 4 are necessary to prevent stream channel erosion from the extremely steep gradient from pipe
outlets.

Temporary Impacts
There will be 80 feet (0.04 acre) of temporary impacts to Muddy Creek due to the construction of the
temporary causeway for bridge construction (Site 2). These temporary impacts occur within the same
reach of stream as the permanent impacts. There will also be 12 feet (0.01 acre) of temporary impacts to
a UT to Muddy Creek downstream of the RCP extension (Site 1).

Utility Impacts

No utility impacts are anticipated from project construction.

Bridge Demolition

The existing bridges were constructed in 1958 and are 213 feet in length. They consist of five spans 42.5
feet each. The superstructure for each bridge consists of a reinforced concrete deck on 1-beams. The
existing substructure consists of reinforced concrete caps on prestressed concrete piles for bents #1 and
#4 and reinforced post and beam for bents #2 and #3. The existing bridges will be removed without
dropping components into Muddy Creek. Best Management Practices for Bridge Demolition and
Removal will be implemented during the demolition of this bridge.

Final B-4507 (R-2247CC) Permit Application
Page 2 of 5

RESTORATION PLAN

Following construction of the bridge, all material used in the construction of the structure will be
removed. The impact area associated with the culvert is expected to recover naturally, since the natural
streambed and plant material will not be removed. NCDOT does not propose any additional planting in
this area. Class II riprap and filter fabric will be used for bank stabilization. Pre-project elevations will
be restored.

REMOVAL AND DISPOSAL PLAN

The contractor will be required to submit a reclamation plan for the removal of and disposal of all
material off-site at an upland location. The contractor will use excavation equipment for removal of any
earthen material. Heavy-duty trucks, dozers, cranes and various other pieces of mechanical equipment
necessary for construction of roadways, bridges, and culverts will be used on site. All material placed in
the stream will be removed from the stream at that time. The contractor will have the option of reusing
any of the materials that the engineer deems suitable in the construction of project. After the erosion
control devices are no longer needed, all temporary materials will become the property of the contractor.
FEDERALLY PROTECTED SPECIES

Plants and animals with federal classifications of Endangered, Threatened, Proposed Endangered, and
Proposed Threatened are protected under the provisions of the Endangered Species Act of 1973, as
amended. As of January 31, 2008, the US Fish and Wildlife Service (USFWS) lists three federally
protected species for Forsyth County (Table 1).

Table 1. Federally Protected Species in Forsyth County,
NC
Common Name Scientific Name Federal Status Biological Conclusion Habitat
Present
Bog turtle Glyptemys T (S/A)* Not Required No
muhlenbergii
Red-cockaded Picoides borealis Endangered No Effect No
woodpecker
Small-anthered Cardamine Endangered No Effect No
bittercress micranthera
* Threatened due to Similarity of Appearance
No suitable habitat for the three listed species in Table 1 is found in the project study area. Therefore the
biological conclusion is "No Effect" (not required for bog turtle) for these species. A review of the
Natural Heritage Program database in July 2008 revealed no occurrences of these species within 1.0 mile
of the project study area.
One species (bald eagle) was officially delisted from the federally protected species list on August 8,
2007 (CFR 50 Part 17). While never officially listed for Forsyth County, the bald eagle still remains
protected under the Bald and Golden Eagle Protection Act. No suitable habitat for the bald eagle exists
within or 1.0 mile of the project study area.

MITIGATION OPTIONS
Avoidance and Minimization and Compensatory Mitigation

The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining,

Final B-4507 (R-2247CC) Permit Application
Page 3 of 5

unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and NEPA
compliance stages; minimization measures were incorporated as part of the project design.
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize, and
.mitigate, in sequential order, impacts to waters of the U.S. The following is a list of the project's
jurisdictional stream avoidance/minimization activities proposed or completed by NCDOT:

Avoidance/Minimization

• Best Management Practices for Protection of Surface Waters will be implemented.
• The bridges will completely span Muddy Creek.
• The on-site detour will use existing road.
• Bridges will be replaced on existing alignment.
• A preformed scour hole will be implemented.

Compensatory Miti ag tion

No compensatory mitigation for permanent stream impacts is proposed due to the impacts being minimal.
All permanent impacts to Muddy Creek (186 feet) are for bank stabilization underneath the bridges and
do not constitute loss of waters of the U.S. Only 47 feet (RCP extension in Site 1) and 32 feet (riprap
channel at Site 3 and 4) of permanent impacts will occur in two UTs to Muddy Creek.

SCHEDULE
The project calls for a letting of January 20, 2009 (review date of December 2, 2008) with a date of
availability of February 24, 2009. It is expected that the contractor will choose to start construction in
March 2009.

REGULATORY APPROVALS

Section 404 Permit: The project has been processed by the Federal Highway Administration as a
"Categorical Exclusion" in accordance with 23 CFR 771.115(b). The NCDOT requests that 79 feet of
stream impact be authorized by a Nationwide Permit 23 (72 FR 11092; March 19, 2007). We are also
requesting the issuance of a Nationwide Permit 33 for the work associated with temporary impacts and a
Nationwide Permit 13 for bank stabilization (186 feet).
Section 401 Certification: We anticipate 401 General Certification numbers 3701, 3688, and 3689 will
apply to this project. This project will impact greater than 40 linear feet of stream, requiring written
concurrence. In accordance with 15A NCAC 2H, Section .0500(a) and 15A NCAC 213.0200 we are
providing five copies of this application to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their review. In compliance with Section 143-215.3D(e) of the
NCAC we will provide $240.00 to act as payment for processing the Section 401 permit application.

Final B-4507 (R-2247CC) Permit Application
Page 4 of 5

A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional information,
please call Greg Price at 715-5533.
Sincerel ,

Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
w/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marla Chambers, NCWRC
Ms. Marella Buncick, USFWS
w/o attachment (see permits website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. S. P. Ivey, P.E., Division Engineer
Mr. Kent Boyer, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Maj ed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Missy Dickens, PDEA Project Planning Engineer

Final B-4507 (R-2247CC) Permit Application
Page 5 of 5

Office Use Only: Form Version March 05

USACE Action ID No. DWQ No. 2 0 0 8 1 2 2 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

L Processing

1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: NW 23, 33, & 13

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?

4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?

II. Applicant Information

1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: Gregory J Thorpe Ph.D. Manager
_ Proiect Development and Environmental Analysis Branch
1598 Mail Service Center
Raleigh NC 27699-1598
Telephone Number: 919-733-3141 Fax Number: 919-733-9794
E-mail Address: tg horpe(cdot state.nc.us

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:

Telephone Number: Fax Number:
E-mail Address:

Page 1 of 8

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

1. Name of project: Replace Bridge Nos. 221 and 222 over Muddy Creek on US 421

2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4507 (R-2247CC)

3. Property Identification Number (Tax PIN): N/A

4. Location
County: Forsyth Nearest Town: Winston-Salem
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Site is located on US 421
over Muddy Creek.

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 80.365307 ON 36.073776 °W

6. Property size (acres): Please refer to attached drawings.
7. Name of nearest receiving body of water: Muddy Creek and its UTs

8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The local area surrounding the proposed project consists of
gently rolling hills and land use is best described as residential development agriculture and
natural forest vegetation.

Page 2 of 8

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10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
proposes to replace Bridge Nos 221 and 222 over Muddy Creek and extend a reinforced
concrete pipe (RCP) on UT to Muddy Creek on US 421 Heavy construction equipment such
as cranes excavators and dump trucks will be utilized during construction.

11. Explain the purpose of the proposed work: The existing bridges were constructed in 1958
and received a sufficient rating of 48.6 and 64.4 out of a possible 100 for a new structure
during the last bridge inspection Based on these ratings the bridges are considered
functionally obsolete and structurally deficient The project proposes to replace the existing
bridges resulting in safer transportation.

IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A jurisdictional determination letter was issued for streams on this
project by the USACE on August 28, 2003 (Action ID # 200320170).

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

Page 3 of 8

1. Provide a written description of the proposed impacts: Approximately 265 linear feet linear
feet of warm perennial streams will be impacted resulting from bridge construction Another
12 linear feet for UT to Muddy Creek will be temporarily impacted.

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
n Stream (acres)
(indicate on map) herbaceous, bog, etc.) Floodplai (yes/no) (linear feet)

Total Wetland Impact (acres)

3. List the total acreage (estimated) of all existing wetlands on the property: N/A

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Perennial or Stream Width Length Impact
Indicate on ma Intermittent? (P) Before Impact (linear feet) (acres)
Site 1 (Perm) UT to Muddy Creek RCP extension Perennial 3 feet 47 0.01

Site 1 (Temp) UT to Muddy Creek 'RCP extension Perennial 3 feet 12 0.01
Site 2 (Perm) Muddy Creek Bank stabilization Perennial 50 feet 186 0.01*

Site 2 (Temp) Muddy Creek Temp causeway for bridge construction Perennial 50 feet 80** 0.04

Site 3 (Perm) UT to Muddy Creek Rlprap fill in Perennial 3 feet 10 0.01
channel
Site 4 (Perm) UT to Muddy Creek Rlprap fill in Perennial 3 feet 22 0.01
channel _L I
Total Stream Impact (by length and acreage) 277 0.09
* Impacts do not cover entire width of channel.
These temporary impacts are in same reach of stream as permanent impacts and therefore not calculated in total length.

Page 4 of 8

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Type of Waterbody Area of
Waterbody
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma (if applicable) ocean etc.
p) ) (acres)
N/A
Total Open Water Impact (acres) 0

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.09
Wetland Impact (acres): NA
Open Water Impact (acres): NA
Total Impact to Waters of the U.S. (acres) 0.09
Total Stream Impact (linear feet): 277

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.

Page 5 of 8

See cover letter.

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stn-ngide.html.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Compensatory mitigation for permanent stream impacts is not posed (see cover letter).

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):

Page 6 of 8

Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

IX. Environmental Documentation (required by DWQ)

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?

2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.

Zone* Impact Multiplier Required
(square feet) Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer

Page 7 of 8

Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B
.0242 or.0244, or.0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
N/A

XII. Sewage Disposal (required by DWQ)

Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No

Is this an after-the-fact permit application? Yes ? No

XIV. Cumulative Impacts (required by DWQ)

Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
hqp://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
N/A

XV. Other Circumstances (Optional):

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

Ap ican gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 8 of 8

NORTH CAROLINA

,o

a

IT
IT ri 1

421 )I r - _ J 6
Lf r
CITY C? ' " , , 1 21
- - , `21

, 40 /

t-' `NZ WINSTON-SALEM \

CL ONS '
I -18,350

WETLAND & STREAMS NC]@OT
DIVISION OF HIGHWAYS
~ y ~ ~ ~ ~ ~ FORSYTH COUNTY
PROJECT: 34409 (B-4507)

BRIDGE N0.221 & 222
MAPS OVER MUDDY CREEK
ON US 421
SHEET 1 OF S

CONCRETE

coLLAR

Q9~~
2805
JB

I - _
3611
24
- CL RIP
Est. 11 Tons
Relocation SY pP
Channel 'lizat?on \ 2~
F d Bank Stab' 15 cY °D~ CDOT
an N
DIVISION OF NIGHy~~,.YS
DDY CREEK COUNTY
TO MU FOR5YT
UT H ~l50?) 09 ~T7 DENOTES ESPRRACE WATER pROJECT-344 ~ & 222
IMPACTS IN BRIDGE NO.221
IMPACTS IN OVER gVDDY CREEK
DENOTES
WATER ~ ON L15 421
SURFACE SITE
PLAN SH,
Q 20 INS
ZC1
111

I

NpTE: A, -UIRED
UNDER 2247CA
S IN SFT
CL I RIP RA S
4 TON
EST SY Ffr'

CREEK Q.
S UT To MUDDY r m

TING R1W

VA, (ABLE WIDT EX~ DENQTES IMPACTS IN
18" CSP SURFACE WATER
W/Elbow
c

2GI

OF TRANSP®RTATI®N
N. C. DEPT OF gIGHwA'YS
_ p~ I I DIVISION
- COUNTY
FORSYTH
u F = PROLE 'T: 54 409 (5-4507)
go ' oo t_ . I I BRIDGE NO-221- & 222
REED
7 OVER MUDDY CREEK
onv' E ON US 4a, 34,

'VIEW 301 SHEET ' Sr
ICS'][,

TE ~
SI
IMPACTS I~ INSET 1
I DE ACE WATER

UT TO MUDDY CREEK.

Class I Rip Rap
Est. 12 Tons
Est-20 Sy PF

24rr CSP
W/EI.gpW

OTCB
Wlm is

15r' CSP

iNV , Eat N

F TRNNSPOP It?
C J)v p gIGI-iR' A
N pIVISI®N OF
COUNTY
All
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FGR5Yr _4547) 54409 PRpJECT.N~ 221 t6 & 222
BRIpGE UDDY CREEK
14
30 SHEE'T` 14 t9 5r
30

~coN l[~

PROPERTY OWNER

PARCEL NO. NAMES ADDRESSES

1 TIMOTHY D. WELBORN 116 MARSHALL ST. N.
MICHELLE WARREN WELBORN WINSTON SALEM NC 27101

2 RICHARD F. ALSPAUGH 5223 CEDARWOOD CREEK DR
WINSTON SALEM NC 27104

3 REGENTS VILLAGE 1045 BURKE ST.
HOMEOWNERS ASSOCIATION WINSTON SALEM NC 27102

IVEYSTUNE HOMEOWNERS 4505 COUNTRY CLUB RD
ASSOC. FC, INC. APT./ UNIT 200
WINSTON SALEM NC 27106

N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
FORSYTH COUNTY

PROJECT: 34409 (B-4507)
BRIDGE N0.221 &322

OVER MUDDY CREEK ON US421
SHEET OF

ARY E V ATE R IMPACT
fisting
PERMIT {MPA CT SWAM SRPAC Existing Channel Natural
WETLAND Channel Impacts pesi9Stream
Temp • n
P TS an Pernanent Impacts
Temp
E I.ANpI SW permanent
Clearin9 SW impacts (ft)
Mechanized • (ft)
in impacts (ft) 12
Excavation clearing Wetlands ac) 47
(emP• in Wetlands (ac) 0 p1
Permanent Fill In Wetlands in (ac)
Structure Wetlands (ac) 0.02
Wetlands (ac)
Station size t Type (ac)
40
Site (r omrfo)
No. 36" RCP 0.02
_L- 20+p Ftt
1 TEMP ROCK 186
-L_ 28+00 LT CAUSEWAY
2 0.01
TEMP. ROCK 10
-L_ 28+00 RT CAUSEWAY
2 0.01 22
EMBANKMENT
+80 LT T 0.01
2 -L- 27 & R STA80 7~TI011
CLASS I RlP RAP
-L- 38+01 LT
3 CLASS I RIP Rp,P
-L- 41+65 LT
4
~
0 265 92
.04 0.05
NT TRANSPORTA'rtON
NC J)v TME OF OF H~OHWAYS
P'p uIV1StON
TOTALS COUNTY
FORSYTH 1$_45071
WBS - 34409
5 7 2D08
SHEET
--,o-area vsvoe

C•
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B-4507
m r RW RNBf NO.
ROADWAY DNGN MRA UM:R
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INCOMPLE E PLANS
W NOT II86 FOR /V ?COUWMT
PRELIMIN I PLANS
P ro HOT Use ro Commuc ION
lop
300' 0' 300' 600' 900'
r # ` ENGLISH

SITE 3

SITE 2 -
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SITE 1

4OLL+~ft N. C. DEPT. OF TRANSPORTATION

DIVISION OF HIGHWAYS

SITE FORSYTH COUNTY
PROJECT: 34409 (8-4507)
BRIDGE NO. 221 & 222
x` OVER MUDDY CREEK .
ON US 421

SHEET OF 15

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US 4211YORTX

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730 - T - - - _ _ _ _ SrABIL ENr
7-10N E No.
Dl rA
- T-- (NOT o
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I I RIM 720 I I I I / / EXISTING PRElior

FILTER 2' CjNEt Use CON
1 I I ! / ( FgBR<C BANK
I 1I I / MASS q 450' 4f
RP NO N 501
100 150
770 su ~R
I / I KEY IN 31 ELEVATION
1BANKMENT I ~ I
LASS It RIP ~ABILIZATIO I NOTE' USE ALONG
700 RAP N I / RIP RAP I FROM -4. STA G WEST BANK
\ ?~+54 'C 27+ 79

l ~
1 ,
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TEMPO 0000 118.12` 1 "y w~01
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c, S AY
op
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pogo S If RIP o0°o°oao0o°00000000 _
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OF HIG 101v Sl-rE TEES 00 00
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p ER MjTj)~~, 222 1MPq C T$ T EMP pRq r 000 0 0 o~a0 0
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a DIVISION
TH G®UN'LY
~(>I-4507
q
00 00 00 0 G a DS 421 Soh c F®R
E 0°04 - SITE 54*
N~ EE
P~~pGE p•221
.IEMpOR~RY W A, -P' AVER ~``tU~ ~Y421
00 ' 0a°. 0 SSEE~ o. oo I DENOTES IN SURF ASE t?N
00 0 o pp~SS
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000° 0 +25o o . A ' NpTES ZIP ER OF
SHEET
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C- C 1 A C 7 o f CM + W w RATA tpiT lV®L• TY fib' flul!
STATE OF NOIKIIIHI (%A11kIOII,11XA
.C• B-4507
\J "'Tr11 ' DIVISION 1011' 1H111 1(n1H(WA 1S w
lof - I --ENO PROJECT / 34409.1.1 BRNHS-421
q 1 P.E.
34409.2.20 BRNHS-42140 RWNTL.
' FORSYTH. COUNTY
k. 6 _Cky CI f '
M TM r
\~I MI LOCATION: BRIDGES No. 221 AND N0.222 OVER
.10
~ J l MUDDY CREEK ON US 421
G!N PROJE J ~ v /
~VMNS N-SALEM _ TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURES
I S CLEMM04
,
1 POP. is,
VICINITY MAP

- POT Sta.104WDO 4 5
BEGIN TIP PROJECT B-4507 -RAUP9- PoSSfaf840000
END CONSTRUCTAx
` -N - SI 35+2367
-T~Ya 4 END CDx ARCTAx
-N&DET- PDCSYa124&V2 ,INv m 11 m \ xT x +
BEGIN CONSTRUCTION >t x \
ll - - 4
END TIP PROJEC B-4507
US 421 NORTH BWND
11
WINSTON
SALE
TO ISVIIIE
IEW
II
I - - Il - -
US 421 SOUTH MUNI)
\1 4 11
GIN B ME S& II x -S8(DET- SIa 36418J7
p f i END CtWSTTAx
-
II 1 / RAYPC- P07 Cf- A+OL10O END CX - - 0.I 41 RUCTION
BEGIN CONSTRWrION
N
N
V TTIERB IS CONTROL OF ACCESS ON TPHS PROJECT,
TSIS PROJECT IS WITHIN TXE MUNICIPAL BOUAUARIES OF CLHMMONS ANA WJ20TON-SALEM . PRELIMINARY PLANS
CLB M(; ON THIS PROJECT SHOULD BE PREFORMSA W THB LIMITS ESTABLISZOD BY METHOD III DO NOS USE ro0. CON3T0.UC 10N
C • DESIGN EXCEPTION REQUIRED FOR TBE R VALUES OF THE SAG VERTICAL CURVES, nW X VALUES OF TXB CREST iBRTTCAL CURVES, AND TIC YERI7CAL STOPPING SIGHT DISTANCE
'o '1 0- omsiox OF JUGETWAS
D ~ Prewred In the office of: ~S STATE OF NORTB CAROLINA
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH F SION OF HIGHWAYS
50 25 50 1 ADT 2009 = 46,056 Birch Ahige Dr., Raleigh LvC, 27610 w 9
a ADT 2025 = 58,600 LENGTH ROADWAY TIP PROJECT B-4507 = 0.632 MHX "m
n PLANS DHV = 10 % LENGTH STRUCTURE TIP PROJECT 8-4507 = 0.040 MUX '
= 50 25 0 50 1 0 D _ 60 % AY DATB: TONY ROUSER, PE ROADWAY DESIGN
L" J_ _L T = 10 % • TOTAL LENGTH TIP PROJECT 8-4507 = 0.672 MILE r>mf>x~,frrcama TA?PROFILE (HORIZONTAL) •ry = 70 MPH
DATE. JASON TALLEY, PE
voW O 1 5 0 10 1 FUNC CLASS = FREEWAY PAOJ G9'wsm mnuma
o January 20, 2009
TTST 7% DUAL b% SM22 BAUM-4V
>xmav
PROFILE (VERTICAL)
s o L'A

N Note. Not to Scale' tie

fs uE. = Subaurfae UdI4 E)Vixeering STATE OF NO11k7'H CAROLINA
DIVISION 011, HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

WATER:
BOUNDARIES AND PROPERTY RAILROADS.' Water Manhole 0
State Una Standard Gouge Water Mater o
W 1RMSPMInTgY
County Una RR Signal Milepost &E D Water Valve
Switch C7 EXISTING STRUCTURES.' Water Hydrant
Township Une - riRM
City Line RR Abandoned - - ~ - MAJOR: Recorded WG Water Una
Reservation Una RR Dismantled Bridge, Tunnel or Box Culvert c Designated LPG Water Una (S.U.E
Property Wing Wall, Head Wall and End Wall - co- WM ~ Above Ground Water Una I,C ..tor
Property Line RlG1YT OF WAY
Existing Iron Pin MINOR:
Baseline Control Point Head and End Wall CDNC MR TV:
Property Comer Existing Right of Way Marker Q
Pipe Culvert TV Satellite Dish C(
Properly Monument ~ Existing Right of Way Line - '
Footbridge TV Pedestal p
Parcel/Sequence Number ® Proposed Right of Way Line
Drainage Box: Catch Basin, DI or JB ?Ca TV Tower
Existing Fence Line -X-X-X- Proposed Right of Way Una with
Proposed Woven Wire Fence a Iron Pin and Cap Marker Pared Ditch Gutter UG N Cable Hand Hole
Proposed Chain Unk Fence a Proposed Right of Way Line with Storm Sewer Manhole © Recorded UG TV Cable
Concrete or Granite Marker Storm Sewer Designated UG TV Cable SUE • - - - - r- - -
Proposed Barbed Wire Fence 6`-"- Ming Control of Access ( )
Recorded LPG Fiber Optic Cable
Existing Wetland Boundary - - - -n°- - - -
Proposed Control of Access L~ITLITIES Designated UG Fiber Optic Cable S U.E. - -
Proposed. WMland Boundary Existin Easement Line __E ( -
g POWER:
Existing Endangered Animal Boundary Proposed Temporary Construction Easement- E
Existing Power Pole 4 GAS:
Existing Endangered Plant Boundary ~M-
Proposed Temporary Drainage Easement- -TDE- Proposed Power Pole d Gas Valve 0
BUILDINGS AND 077IER CULTURE' Proposed Permanent Drainage Easement --POE- Existing Joint Use Pole -11~_ Gas Meter
Gas Pump Vent or UG Tank Cap o Proposed Permanent Utility Easement -PUE- Proposed Joint Use Pole -6- Recorded USG Gas Line
Sign S Power Manhole © Designated LPG Gas Una (S.U.E')
Wee o ROADS AND RELATED FEATURES' Power Line Tower ® Above Ground Gas Line .,G ca°
Small Mine Existing Edge of Pavement
Foundation ~ Existing Curb Power Transformer 0
UG Power Coble Hand Hole ® SANITARY SEWER:
Area Outline Proposed Slope Stakes Cut
Cemetery Proposed Slope Stakes Fill - _ - F - _ _ H-Frame Pole Sanitary Sewer Manhole
© Recorded USG Power Line P Sanitary Sewer Cleanout
Building Proposed Wheel Choir Ramp p
Designated UG Power Line (S.U.E.•) - - - - - - UG Sanitary Sewer Line
Proposed Wheal Chair Ramp Curb Cut - ~
School School ss
Church ~ Curb Cut for Future Wheel Chair Ramp - crA Above Ground Sanitary Sewer /,E sQ„tWY 5°.e-
Dom Existing Metal Guardrail TELEPHONE: Recorded SS Forced Main Una rss
Proposed Guardrail Existing Telephone Pole + Designated SS Forced Main Line (S.U.E.*) - - - - -ra_
HYDROLOGY Existing Cable Guiderail T ° T T Proposed Telephone Pole
Stream or Body of Water - - - Proposed Cable Guiderail n n n Telephone Manhole 0 MISCELLANEOUS:
Hydro, Pool or Reservoir J Telephone Booth ED Utility Pole
Equality Symbol
Jurisdictional Stream Telephone Pedestal D Utility Pole with Bose
Pavement Removal
Buffer Zone 1 -u, - Telephone Cell Tower Utility Located Object o
Buffer Zone 2 _1Z 2- PEGETAMN.• UG Telephone Cable Hand Hole ® Utility Traffic Signal Box m
Flow Arrow < - Single Tree t Recorded U,,G Telephone Cable Utility Unknown UAG Una
Disappearing Stream Single Shrub a Designated USG Telephone Cable (S.U.E.')- ----T---- USG Tank, Water, Gas, Oil O
Spring Hedge ^ ^ Recorded UG Telephone Conduit if AEG Tank, Water, Gas, Oil
Wetland Woods Line Designated UG Telephone Conduit (S.U.E.•)- USG Test Hole (S.U.E.*)
Proposed Lateral, Tail, Hand Ditch Orchard d Q 4 Recorded UG Fiber Optics Cable Abandoned According to Utility Records - AATUR
i ro--
False Sump m Vineyard ~~,aa Designated UG Fiber Optics Cable (S.U.E.")- - - - r°- - - End of Information E.O.I.

PRoIKT ICRAO4c[ No. SH!B No.
m
SURVEY CONTROL SHEET R-2247CC~ "
Location and Surveys. R2247CABL
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL-IIIR2247CA1

N = 849331.7308 8 R2247CA BL 848300.1223 1595381.1186 774.36 17.16.57 414.46 RT
E =1594807.5502 R R2247CA BL 848571.7235 1595254.8718 772.69 15.41.97 171.10 RT
ELEV = 815.69' 22 BL-22 848763.6010 1595159.5197
UNKNOWN 14-12.57 0,33 PT
10 R2247CA BL 848837.8860 1595117,8107 747.77 13.57.76 64.89 LT
I1 R2247CA BL 849331.7308 1594807.5502 815.69 OUTSIDE PROJECT LIMITS
C r;F0
N
NAD 83 BL
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

113 BL-113 848889.1093 1594497,3589 772.40 OUTSIDE PROJECT LIMITS
122 BL-122 848763.6010 1595159,5197 UNKNOWN 14.12.57 0.33 RT
-L- PDT Sra 0+_ 114 BL-114 848681.8722 1595590.6802 773.30 18.51.41 0.37 RT
15 BL-115 848439.6679 1596869.0503 748.37 31.52.52 0.37 PT
116 BL-116 848162.8837 1598050.5014 797.65 43.64.85 52.40 RT
117 OL-117 848059.0978 1598810.7722 814.10 OUTSIDE PROJECT LIMITS
BL-113 BL-10 (R2247CA)
N = 848889.1093 N = 848831.8860
E = 1594497.3589 E = 1595117.8107 ELEVATION 741
ELEV : 772.40' ELEV = 747.77' ® VAT.98
N 646683 E 1595270 0 '
- TO LEWISVILLE US 421 NBL 24'BST • g
N
US 421 SBL 24'BST
BL-122 BL-114 Cxi
N = 848763.6010 N = 848681.8722
E = 1595159.5197 E = 1595590.6802
ELEV = NOT ELEVATED ELEV = 733.30'
-L- Ste. 26+97.07 -L- Sta29+22.07
N APPROACH
Al L
48571. 23
+194. N BL-9 (R2247CA)
BEGIN BRID~iE NBL E 1595254?8718
ELEV 772.69'
BEGIN APPROACH SLAB NBL
BL-8 (R2247CA)
N 848300.1223
E 1595381,1186
ELEV 774.36' -L- POC Sia45f50,DD
BL-115 END TIP PROJECT B-4507
N = 848439.6679
g E = 1596869.0503
g ELEV = 748.37'
N - .422 US 421 NBL 24' BST
W BL-117
N = 848059.0978
B •2~ US 421 SBL 24'BST TO WINSTON-SALEM ELEV59681 4.0'
- -
c LII PT Sta +
N_848162.8837 II
- ' 44+
E = 1598050.5014
ELEV = 797.65'
-L- Sto.
x BM-175 ELEV. 741.98 NCGS MON. 'REFLECTOR" NCGS MON. "PARSONAGE"
-L- Sf0.26+9494 -L- Sto.29+32.65 R/R SPIKE IN SEAM OF CONCRTETE DITCH ELEV. = 859.33 ELEV. - 833.54
MWN N 848683 E 1595270 A STANDARD N. C. BRASS TRAVERSE A STANDARD N. C. BRASS TRAVERSE
SLAB SBL L STATION 15.36 59 RIGHT DISK STAMPED "REFLECTOR 1962'. SET DISK STAMPED "PARSONAGE 1962'. SET
" IN THE TOP OF A CONCRETE CYLINDER, IN THE TOP OF A CONCRETE CYLINDER.
N 1
HE TOP OF WHICH IS 2' BELOW THE THE TOP OF WHICH IS 2 BELOW THE
SURFACE OF THE GROUND.
. SURFACE OF THE GROUND.
BM-176 ELEV. = 813.65
R/R SPIKE IN THE SEAM WHERE CONCRETE '
MEETS ASPHALT SHOULDER ON THE SE j
SIDE OF R2247CE Y-25 BRIDGE „
N 848069 E 1598747 NCGS MON. "GOUGH' lvoT&B•
DATUM DESCRIPTION L STATION 4611 ELEV. - 843.97
m S 77. 00' 48.7' E DIST 455.97 A STANDARD N. C. BRASS TRAVERSE
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT DISK STAMPED 'GOUGH 1970", SET IN L THi CONTROL DATA 7019 77US PHQRLT CAN BE POUND AMAWROWCALLY BY saos =
m 15 BASED ON THE STATE PLANE COORDINATES S ESTABLISHED BY THE TOP OF A CONCRETE CYLINDER . PRaJRCT 0OAMWL DATA Al%
m NCDOT FOR MONUMENT "INAT ES THE TOP OF WHICH IS 2" BELOW THE H7TPdWg111VCV=..O&YDO$pReCONBMEFCZWGHWAYhOCATIpXMGJ6LT/
-1" mm TO BR FOUND AS FMWW&-
N WITH NAD 83 STATE PLANE GRID COORDINATES OF SURFACE OF THE GROUND. DHSS AM NORTHING: 845150.35661ft1 EASTING: 1590540.04631ft1
THE AVERAGE COMBINED GRID FACTOR USED ON TTHIS PROJECT
IS: C 0.99D ON T999946001 HIS
m c GC OMB TO GRID (
CALnVL4n0N nV7=U2701V HAS NOT RR76R PROVMrD MR 7'878 PRamm D* PUR=R
m THE N.C. LAMBERT GRID BEARING AND °N Pr7ACT M L4ct77oN AND SoHVHLe EMT
0
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
d 'R2247CA-1' TO -L- STATION 10+00.00 IS mwcAm OBODM7C CDN77t0L Af0NUA0NTB U98D OR S= MR HOX=NTAL Pswecr ODN777OL
BY 77O NCDOT LOa177ON AND SURVA" UNIT.
N, N 48'47'29" E 5601,61 Pnwwr cON7770L R87ABLVLMW UBDVO GLOBAL P087770NDJ0 8MMI
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES NOTE: DRAWING NOT TO SCALE NXM= BHTA8LW= FROM Z]UrMO NOW MONVIlaU ATION
Ny VERTICAL DATUM USED IS NGVD 29
o~

1`1101[Cr RE %&4C0 NO. SmW No.
4 SURVEY 8-4507 2
PAVEMENT SCHEDULE RW SHEET NO.
(FINAL PAVEMENT DESIGN) C1 C3 DETAIL A MSIFOWWAYO N V Au~
CHANN EL -RE ATION
Ct (Not to Scale)
PROP, APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 89.6C, E3 01 D3 D3 D1 E3
Duna v D T~ rourM
1 AT AN AVERAGE RATE OF 185 LOS. PER 80. YD. IN EACH OF TWO AA NOT
LAYERS. PRELIMINY PLANS
FAter Fabric MIn.D= 3 Ft.
2 Ft. USA Po CONeTAVCnON
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 60.66, = 3 Ft.
6
C2 LAYERSAT AN RATE OF 188 LBS. PER S0. YD. IN EACH OF TWO 2.5'
MIN. 2.5 \ Type of Liner= Class 'I' pip-Rpp
3e MIN. v RF OF a. STA 20+00
PROP, VAR, DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 89 5C, M114 MIN
~3 AT AN AVERAGE RATE OF 112 LBS. PER 60. YD. PER 11' DEPTH, TO BE
PLACED IN LAYERS NOT LESS THAN 11+5" IN DEPTH OR GREATER Detail Showing Method of Wedging-1
THAN 2" IN DEPTH. DETAIL B
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 89.68, LATERAL BASE DITCH EMBANKMENT RATE
112 LBS
PER
. YD. C4 PLACEDAINRLAYERS NOTFLESS THAN 114"SIN DEPTHEORIG" DEPTH, REATER TO BE (Not to saoii STABILIZATION
THAN 2" IN DEPTH, C2 E4
D4 i:~F~F. 'slope i
a(n z, D I FN DETAIL
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, LBj Min .D=1.8 Ft.
D1 TYPE I19.OC, AT AN AVERAGE RATE OF 458 LBS. PER S0. YD. 8= 2 Ft. CH~~
1 D= 5 Ft, C I
HANNEL
- - - - - - - FROM -L 21+00 TO 16+50 LT. BANK
5N - - 3"
DZ PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, FILTER 21
TYPE I19.08, AT AN AVERAGE RATE OF 942 LBS. PER SD. YD. - - - - - - - -MLN` - - - - - - MIN.- FABRIC
CLASS II~ NOEMAL WATER
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, DETAIL C RIP RAP SURFACE ELEVATION
D3 U Wedging-2 Detail For Resurfacing STAN A A DITCH F
TYPE I19.OC, AT AN AVERAGE RATE OF 114 LBO. PER S0. Y0. PER 1" (Not to Scdei
DEPTH, TO BE PLACED IN LAYERS NOT LE88 THAN 214" IN DEPTH OR KEY IN 3'
GREATER THAN 4" IN DEPTH. LL
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D4 TYPE I19,OB, AT AN AVERAGE PATE OF 114 LBS. PER 80. YD. PER 1" 21-411 31 M.D= 2 Ft. "B NOTE: USE ALONG WET BANK
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 214" IN DEPTH OR = 2 Ft.
GREATER THAN 4" IN DEPTH.
FROM -{r 26+50 TO 26+92 LT. FROM -L- STA. 27+54 TO -L- STA. 27+79
E1 PROP. APPROX. 1014" ASPHALT CONCRETE BABE COURSE, TYPE 1325.OC, D1 C1 R1
AT AN AVERAGE RATE OF 689 LBS. PER 80. YD. IN EACH OF TWO LAYERS.
,02 6` DETAIL D
.~2 STANDARD BASE DITCH
PROP. APPROX. b" ASPHALT CONCRETE BABE COURSE, TYPE 825.00, (Not to Scale)
E2
AT AN AVERAGE RATE OF 870 LBS, PER S0. YD. L O r
17.5It I /
PROP, VAR. DEPTH ASPHALT CONCRETE BABE COURSE, TYPE B28.OC, I ORIGINAL Filter Fabric Min. D= 2 Ft.
E9 AT AN AVERAGE RATE OF 114 LBO. PER 80. YD. PER 1" DEPTH, TO T B= 2F 2 Ft,
Max.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER E1 E3 GROUND B= 2Ft.
THAN 614" IN DEPTH.
PROP, VAR, DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B26.OB, Type of Liner= CLASS )Rip-Rap
E4 AT AN AVERAGE RATE OF 114 LOS. PER S0. YD. PER 1" DEPTH, TO Detail Showing Paved Shoulder FROM a.27+22 TO 27+5o LT.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 614" IN DEPTH, in Relation to Guardrail
R1 SHOULDER BERM GUTTER USE SHOULDER BERM GUTTER FOR THE FOLLOWING: PREFORMED SCOUR HOLE
-L- STA 19+24.76 TO -L- STA 26+78.76 (RT.) PLAN VIE
TEMPORARY ASPHALT SHOULDER BERM GUTTER (TO BE USED DURING DETOUR -L- STA 29+41.83 TO 4, STA 30+95.83 (RT.)
R2 STAGE OF PROJECT AND THEN REMOVED AND REPLACED WITH CONCRETE SHOULDER -L- STA 20+02,27 TO -L- STA 26+50.21 LT.
BEAM GUTTER-BEE PAVEMENT SCHEDULE SECTION R1) -L- STA 29+13.26 TO -L- STA 32+80.26 (LT,) pipe or Ditch
-RAMPB- STA 10+49.00 TO -RAMPB- STA 18+00,00 (LT,) outlet K 1 ( ama~
T EARTH MATERIAL
A A
U EXISTING PAVEMENT
Preforn
crs
Scour HOW ursw U ,
(Rip Rap in 6= 4.0 Ft.
bail not Anon
V MILL ASPHALT PAVEMENT (VAR. DEPTH) D1 R2 for clarity) 0= 2,0 Ft.
S W.
'MILL OUT TEMPORARY ASPHALT SHOULDER BERM GUTTER DURING C1 v u~ `e W= 6.0 Ft.
FINAL CONSTRUCTION PHASE. .02 ` 6'
.02,
C W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING-1 DETAIL) SECTION A-A
a 17.51!
ORIGINAL
W2 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING-2 DETAIL) E1 E3 T Oaew SRN
GROUND a~a
USE TEMPORARY ASPHALT SHOULDER BERM `""r'`"°` i `ab r'°~
e'tNak rNh Filter Fabric
GUTTER FOR THE FOLLOWING:
ma
-SBLDET- STA 17+26.81 TO -SBLDET- STA 24+79.81
0Q 11T. of 4-
-SBLDET- STA 27+42.88 TO -SBLDET- STA 28+96.88 30+43
o~ LT. of -L- 31 +00
-NBLDET- STA 18+04,31 TO -NBLDET- STA 24+51,31
o -NBLDET- STA 27+14.31 TO -NBLDET- STA 30+79.31

eoga w~ NO 2-A
B-4 7 Aw smu W.
ROADWAY DOWN o"NoR

P
a [ SBL DETOUR- PRELIMIN RY PLANS
Q_-NBL DETOUR-
EXIST.S& I vaR. 6
Exr6zNSL z 0-rr ' s'
1 it w/ r
VAR GRAM
rr~/ 017 I Fr
G, ir GRAIL z 1
EXISTING
US 421
SHEET NPZEyEp1f INSTRUCTIONS NT SCHEDULE
I SEE
1 n 7 ° 1
I C' Dl M auawA GROUND PAVEMENT SCHEDULE
CI ~ ~ ~ - - _ 0,01 da (FINAL PAVEMENT DESIGN)
Owv" GROUND oDWNnI PROP. APPROX. 3" ASPHALT GROUND
fia GRADE TO THIS LINE l1 J~ GRADE TO THIS LINE 1 C`1 SURFACE COURSE TYPE 89.50
` E IX-~DNI
ONG;Ku T GROUND GROU TYPICAL SECTION NO. 1 USE TYPICAL SECTION N0.1 FOR pp0p, APPROX. 4" ASPHALT
so X-1 „N LDE{_ STA 34+47.74 TO STA 35+23.61 CONCRETE INTERMEDIATE
D1 COURSE TYPE I15.00
OuaulGROUND -NBIDET- STA 12+63.12 TO STA 14+88.37 -SBLDET- STA 33+31.58 TO STA 36+18.37
-SBLDE - STA 12+13.39 TO STA 14+22.03 PROP. APPROX. 101"1" ABPHAL
CONCRETE BASE COURSE, TYPE
E1 325.00
q_-SBL DETOUR- T EARTH MATERIAL
~--NBL DETOUR- VAR. I z fr z 6'
VAR. 0-12, GIr W/
FDPS EXIST. PAVEMENT
RAIL U
VAR- r ~
I w/ 121 0-12, fDPS I F
6 Iz GRAIL 2' 1
i EXISTING US 421 SBL
1p
EXISTING US 421 NBL d
I I 1 Ologg GROUND
coo
qq ^ I rare 1 m ~ M
C r0u+r lOINr YAR, 0,01 dd
L' ~4 ~ D1~ M GROUND Oklaw" V '
T
ORIGmAL aRam D D,a GRADE TO THIS LINE AKOU
y.T i~X.iECDDNS
GRADE TO THIS UNE ouGINA~ GROUND
0fAK-\L GROUND T TYPICAL SECTION N0. 2 USE TYPICAL SECTION NO.2 FOR:
-NBLDEI_ 5TA 30+57.16 TO STA 32+47.74
w ;Pa lyj GROlm -NBLDET- STA 14+88.37 TO STA 19+00.96 -SBLDET_ yTA 29+51,01 TO STA 33+31.58
-SBLDET- STA 14+22.03 TO STA. 18+00.94
~_-SBL DETOUR-
z r a1 z 6'
(.-NBL DETOUR- 8
r GRAIL
r r
1 r 1 F
II W/ T 6, Ir GRAIL r I 4'
F
i EXISTING US 421 SBL I
"
EXISTING US 421 NBL ~ mw
, ouclNU o~uND
/.a
cl 09" m ° a _
GROUND
1~ -T T GRADE TO THIS LINE T Gu
T offim At GROUND ~y
GRADE TO THIS UNE T OIA4 GROUND
v T
volou D TYPICAL SECTION N0. USE TYfl GSECTIONNBLDET-FST 26+15,57 BRIDGE(TO 57A 29+51706
m
II
pDaOyLL AROUND -NBLDEI- STA 19+00.96 TO STA 24+78.53 (BEGIN BRIDGE)
.SBLDET- STA 18+00.44 70 5TA 25+02.86 (BEGIN BRIDGE) ~BU)ET- STA 27+ (END
NOTE; SEE PHASES 1 3 2 OF THE STAGED
CONSTRUCTION ON SHEET 2-E FOR NBL
°a & SBL DETOUR BRIDGE TYPICAL SECTIONS
q

Y PLtiNS
PRHLwMUse CON v

VAR. 00
a.,/ GRAIL
0-0
I zq II 'Jame
36 'MEaAN ' f0
2q i7 F
1R i I
I 1 I VAX SCHEDULE
¢7 I I P
qYx,D~E I 1z F~ FULLAVEUENT ? FOR GRAIL a w I T
I cl 6. OW SEE SHEETEUE~ INSfFUCFIDNS
6 I Ft7PS S. v WITH pLAD $~HE~uLE
0 p.
GRAD In Glauto Pi NTMENT DESIGN)
FDP5 I I 0 C m EI LINE FINAL
I Q.QA
E TO n ASPHALT
I c ~ ~t xt.b 6G
cl
rAVW CROSS SLOPES PROP APGD°UpgE TYPE gY'
VAR• C p.91 C Im Axo p Sp10ULDER gugfAGE
jljlrj~
M~ TO 1HISLRIE MNO~'N Tf41DARD G1 VAR• DEPTIYP@ SSt6G o'P rt.6" Goa P NO" 4 ~3 BURP AGE COURSE
>A r los 4n ASPHALt
C '
osM~ T fl~ it " °wKOM,~~ secl.
NO.4 ERs TO STA 45+55~~ PROP• Tf INTERMEDIATE
[ION +60,00 sm45 OOHGRE TYPE o-
V"C4 SIC-5
rw ° Tf115 UNE SLOPES USE WT;A 40+50.40 TO Q1 COURBE DEPTH AgpHALT
pETO LDERCR05S 18+20,~ L,gT: pROp, VARIHTERYEDIATE 0000 TO p10TE NO ~
40 ~ LAX. ~ 10+~ qp TO 51A 14+~ L 7 a,, 4cRaL 03 GOUR9E TYPE ItA.OC
- G
O AgTYPE
rq Avx.IAME PROP APPROXE 6O pgE
I CONCRETE 9A6
36 'MEDIAN F E~ 926PGVAR• DEPOOU S
Ir E TYPE
2q B CONCRETE 9AgE
iz I 7 VAR. E3 926'00
a,wI~0 AIL AUX.LANE 7 FDPS
I UTTER
I c: 0 SHOULDER BERM 0
a lops L~
,a s 'I t• " m a~ a~x,~now Al
lr m
FOPS 07 G: D~ 0 TH MATERIAL
O.G a / i
R
I yv t,a" 10 m u EA NG
vAA c Ux°lloult r ' SLOPES TO E>vs~
L7 ' t C Ol Ei SHOULDER C~1 ~EN P01 EXI6T pAYEMENT
of DARD TtUN WID
` m em TO IS UNE +*NO I. N~?MY PTO RVaV,4G ASPHALT
GL'Dt 5 .~•pIOtE:SLOP R EOP AND VARIABLE DEPTN
ND" DEt~ BHT 21
Pjk . 'EDOINO 1 DETAIL
w?ujND n I7 0"` wevomw TYPIC,AI. SE~~N 3 60.00 W1 (gEE 0. FOIL STX
VA TO GR~E TO -MIS UNE E CROSS SLOPES vpIUL SECTIlT, 5TH 3 t4I 12 TO SU 'x+54.00
.,NOTE: NON SfANDNRD SHO O~ 00 -To O STS 25;85 L.Rt: k
L.LT. •dr ~A 14+00.00 L-
T: '4 i rq AU LANE
36, MEDIAN VA09
I ~s
24. a 7
AU%tAME t II FDP5 VAR. Ct C~ h
Ir
F~
I ~ ~v T
VAR!- 0
oW 07
vAR. n 0 I u~ ' LIMN CROS'` SLOPES TAPER -_A . NT'SHEEf 2-0}
- ' Y T T E HS gUERN6 Rp1T~IONS IP DF 9RIDGE TO FA Lai a st C G~pE TO .04% .*son`SEE BETA SHOWi
D7 "
14N N( , 63 0111. W.L* T~(pIC4 SE pN t4 6 w TO Sri 32+77.98
T USE SECS ~LT..Irti 30 50 TO 51A 9C+9712
a 2A Al-
9 SOULDER CROSS SLOPES TAPER 0114. ENi-SHov 2-0) 20+Op.Ba TO M25+3 .16
H
WIDARD y~,RIES IN 9 810~'E TO PA`s trLT : x,19+25.15 TO
,n,NO?~-ST wiD...,lsHR' OF ~t: A-A

r oma REFIRING! NO. SHEET NO,
a
B-4507 2-c
RW smw NO.
-L- ROAMAY DEIGN HYDRAMH7
36 ' N I DIAN
Ir 24' Z4' Ir
Allx.LAAE ,e' I 1a AUX. LANE I PRELIMIN RY PLANS
M NOT OsB WNlT""CnoN
r r
VAR vav-
FDPS
FDPS FOPS ' FLIPS
I
0 row t) 11! 1 _LL RI CI ro0rt - _ _ - _ _ 2~7, o. I ooE o` 0.02 SEE SHEET 2 FOR FULL PAVEMENT SCHEDULE
_ _ _ WITH PLACEMENT INSTRUCTIONS
D _
T CI I fl EI m a T ' C1 DI fl m E.1 T PAVEMENT SCHEDULE
11
noram Nn oErouR MYYMEH~ GRADE TO THIS LINE rROroReD Rll oeroue IAVEAIlIf (FINAL PAVEMENT DESIGN)
"NOTE; NON-STANDARD SHOULDER CROSS SLOPES DER
PROP. APPROX. S" ASPHALT
"NOTE: PAVED SHOULDER WIDTH VARIES IN BRIDGE TAPER AREA. TYPICAL SECTION NO. 7 "NOTNOTE: E: PAVED 5H ULDIER WIDTH LVARI SR N~BRIDGESTAPER AREA. C1 SURFACE COURSE TYPE SB.bC
(SEE DETAIL SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT-SHEET 2-0) USE TYPICAL SECTION NO.7 FOR: (SEE DETAIL SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT-SHEET 2-0)
L-LT : 4- STA. 25+29.24 TO STA. 26+84.35 (BEGIN BRIDGE) L-LT: 4- STA. 28+97.07 (END BRIDGE) TO STA. 30+50 PROP. APPROX. 3" ASPHALT
L-RT: 4- STA. 25+38.76 TO STA. 26+94.94 (BEGIN BRIDGE) L-RT; 4- STA. 29+07.65 (END BRIDGE) TO STA. 30+55 C2 SURFACE COURSE TYPE S6.58
PROP. VAR. DEPTH ASPHALT
SURFACE COURSE TYPE S9.5C
C3
EL -RAMP B-
r PROP. VAR. DEPTH ASPHALT
15'wi GRAIL ,r ¢ rr C4 SURFACE COURSE TYPE 89.58
PROP. APPROX. 4" ASPHALT
FDP5 D 1 CONCRETE INTERMEDIATE
FDP5
COURSE TYPE 119.00
PROP. APPROX. 3" ASPHALT
CONCRETE INTERMEDIATE
11" 111" D2 COURSE TYPE I19.00
J+ C2raa I P. VAR. DEPTH ASPHALT
m/ 0.m 0.00 10goNCRE TE I NTERMEDIATE
4:) D4 COURSE TYPE 119.08 E2 In 'NOTE: PAVED SHOULDER TAPERS FROM T GRADE TO TSINE
T PR
OP. APPROX. 101" ASPHAL
12' AT -VAMP B- STA 10+00,00 TO
4' AT -RAMP B- STA 12+16.00 4~ GROUND El 8CON
25COCTE BASE COURSE, TYPE
TYPICAL SECTION NO. 8
Otk**LGROUND PROP. APPROX. 5" ASPHALT
VARMLE E2 CONCRETE BASE COURSE, TYPE
ouo ~>4aealoru USE TYPICAL SECTION NO.9 FOR: 82b.08
-RAMP B- STA. 14+50.00 TO STA. 18+00.00 PROP. VAR. DEPTH ASPHALT
E CONCRETE BABE COURSE TYPE
B25.OC
PROP. VAR. DEPTH ASPHALT
CONCRETE BASE COURSE TYPE
CL -RAMP C- E4 B25.05
Ir
r 4' _ 17 _ 15'w/ GRAtt Ir s' a
II R1 SHOULDER BERM GUTTER
4' I 41
FDPS OP T EARTH MATERIAL
I
'NOTE: PAVED SHOULDER TAPERS FROM lid 11 It U EXIST. PAVEMENT
12' AT -RAMP C- STA 10+00.00 TO
4' AT -RAMP C- STA 12+16.0D pat 0.07 .07 O,W VARIABLE DEPTH ASPHALT
, OBGMALOROUND 1'' PAVEMENT
Ai7 T E7 g RI W2 (SEE WEDGING-2 DETAIL-BHT 2)
T
OuGINAL D GRADE TO THIS LINE ORIGINAL GROUND
m
TYPICAL SECTION NO. 9
oa
USE TYPICAL SECTION NO. 10 FOR:
m~
o"
°Q -RAMP C- STA. 14+85.00 TO STA. 19+00.00
as
o`

Y p1 ANS
PR~LIMIN co, u

ITE pE1pUpS
AID OF ON S

~\P
6
r
00
ALH

~N ( 1 tr. 1 ql ul O
al. t9V s pRCH Lo
?ERrw +
NBID~~ PRCS14 09 D7 z`cj~`o N
Stag+833 050 ss i , , ' _ 4
000
"
rwos 4 + _ ~ 10 1a IF~_ -i~~~1 - I
+ Ht1C7lON testa. y J1 n ~ ~ J
T - A 1 GIN CON
L- Sta14+63)0 Sto.Iq+ ia.~ 11 PS
PST ~afQ, 10+0O 07 I N DOR R 16+ (425fi y 4 Z'FDPS , - 4 FD
BEGIN TIP PR4JE ,N -t- s+a• r„ e""° N
w
,N po (30ar L) oP.a332a v A• FDPS
Sto.i p v:t36 ae q~ ` q w
V)p
~o'N~ FOPS 360 s~X y~•_ LAP
U
Tom
22
I / ",rI/~~ / / VOWS ' ` a, V..• Q
~ ~ f 1A
OFF .58.11' ! 440+ 1 b O6. %A 8> {L
az 0, f 5t N 848689:~g9 - 1'U4 PIS I. C SN D "
gi595267A1.98' i
- 1 +33,~
(59,0550' R,1)
-E `
~ ?S?s L" ~'15 54 5 0.17T R (49-W fa) Eggy 14
3' Rt)
TF
)
po>•Sto.10+D0.00 ) St .104
10.1 0.1 +
1
- ` (223+4162 +41
g-4507 gYIPO P tl )
a l +13 3 1 41
ti
13222 RT)
AU W0. b
-SB 'BEGIN CONS` 5ra14+1337 NO7w. '
iS SHED' H . 4 iH 11 RV40.12
yy EEC NC ~
FOR -L- P , SEE Q OUR P0.0FILE5 5 8EE SHE([ S-~ TM
'11Z Q
CR RE PW 1
I o ,
~3 b
R+7553
PI Sto 14! (I?)
3~'
D Stoq " 14.r DL 4830' STITT 3
~L -NBIDET~PISt4372~(Rr) D ~4Z,, R - 6A2tEVERSEO)
, '02 S +42~ 9 a57 R3' 7 = 6ADOjW SE
pi --;:75t o 37` 14! (L71 4807' 5E:'02

RY P 3
PREL USE Cos
no

' !t 29
-LLT" ~z wr.LAKE

z ~ `
17 Iz ~z
nug LANE
am

v gRIp~E
IoN N
NpICAt SE S LION t4o. 10
T{pICAL OV36 Fati
pN pN -01
USE
T 5fp, 16+x.35 1C 5TH 29+01.65
to 26+9A.4~ TO
S
32+n88
. T- BERM 350
ER
SHE GMU
5U9 SOL
T' N B4TApER._. IgPpPS
+Bq 5 n
T- a
SOLDER n X77 VARIA R ~ Pl
O
Iz FDPS
(BERM R 7- 5?a 5 a SNW
+0088 4ARIA13tf P pED m
StiOUI w 12 fDPS
w
84TAPER
'0 r IAB~
CAT 1 VARIA5BLr:-k PAfED vAx SNOU LDER GT 1
8> TAPER S-77 a,
12' f DPS tq S R )+9722
w VARISH~WER 77 H DER
LI"`n
+ + xp SHOULDER BERM G
now . VARI pE0 Ix ' p11 F PA D SHOULDER
w x DET p YE
w IpER
5
131 TAPER" ~LDE[tS
DER WD SHO
GRAS 350 22+16 pAYEME
fq+2515 ~~~pNSHIp OF BRIDGE TO
S~TCH SHOWING
4
a
r
r
9
L
r

a_ I
\ mbojwr "name N0, IXof N0.
8-4507N XYp1At2N-CiE
TYPICAL SECT 10N AND CONSTRUCTION PHASING NO.
bSAY ~
FOR BRIDGES NO. 221 AND No. 222 ON US421, OVER MUDDY CREEK l"mm
PRBLIMIN RY PLANS
DO NOT USE CtlNS1RIfC1'ION
I

~-NBL DETOUR- ~ -
69' 69, -SBL DETOUR-

31'
I I 31,
31' 35' 12' 12' 36' EXISTING MEDIAN 12' 12'
2' 12 12' 5' 65' 35' 31'
z r 35 I 35 65 5' 12' 12' 2'
i
02 2 I 2' r r
TO n n I n
J n} 02.
G./ p.----N.222 Y0 221 _--~J
PHASE I -CONSTRUCT LEFT SIDE OF NBL BRIDGE -
AND RIGHT SIDE OF SBL BRIDGE G. P.
~_-NBL DETOUR-
' I ~ -SBL DETDUR-
,31,
52' 52' 31 l
2 12' I 12' 5' 65' 35' 12' 12' 36' EXISTIING MEDIAN 12' 12' 35' 65' 5' 12' 12' 2'
.021
r z r 35' 3.5'
~r
n n I n 2 j
- - _ _ L- J
_..RE MO VE .02
.P.
_ -REME
OV
N8 - -
PHASE 2 -TRAFFIC ON NEW NB R
B IDGE (LT SIDE)
G G. P.
AND SB TRAFFIC ON NEW SB BRIDGE (RT SIDE)
REMOVE NB AND SB EXISTING BRIDGES
29' 12' 12' f2' 36' PROP dSED MEDIAN 12' 12' 12' 29,
AUX.
2 ~ .02 ~ ~ I2' ~ 12' ~ ~ AUX.
I D2T
I
77' G.P. I G. P.
~ 77'
i
a
T CONSTRUCTION J PHASE 3 -COMPLETE NB AND SB BRIDGES
HIFT NB AND SB TRAFFIC TO NEW PATTERNS CONSTRUCTION
a
SJOINT
a
00
ma I
ro~ I
oq
oN~
ay
0

n,o srev+: rv Z-F
8-4507
BW T N0•
WVW " 0401
WWAW
**DETAIL OF ON -SITE DETOURS PRBLl IN RY PLANS
D. Nor ust ro -M T- a N 1 )

of
w000S ' -NBLDET- PRCSta.15+83B7 2, "a
-L- S1o.17+8334 (4950' LT , 24.65 ones ~ LkML"L Q^
1 00095 ow 37 000 r - BARRIER OEM Ly
_ °5p 69 I - D[ M +
eo
-L- POT Std. 10+00.00 ow Wdin
BEGIN TIP PROJECT B-4507 r A L A. + `ASMAT - N
STRl1CflON a r ! Q
T _N - GIN CON 14+63lo (3222' LT) ]a r~ -
T I -
-L- Sta. 14+883! 3a 1° _ , - - - .
-N 1 -N8 - E N R GR - - CAT--1 (!1
L 1 1 + (42.W L) . ~ 11
-L- Sto.12+00.00 ( . -L- StaJ6 8810 Ti
° e 2' FDPS_ -
L 1

4' FDPS
sv
wv=1144
_ N
_P:733 24'
v, - -
-
4' FDPS LL
pl A nq T
~i01E1YI5VgIE 17 i0 ~/G.L'i~ 'T T ~ ~ - r.i~ i
i T - i"g" -01 - am*
4,Y 5BL
val.oe`. _
ia, 2' FLIPS,.. 950
EO° _-<BS - PI ( 1.97' - J
36
-BL- 574 437142.99 OFF, 58.71' woaos
N 848682.9552 _ < °16 I S
_ _ ~s E 1595269.70189 t* i W w
e5 ELEV: 741.98 58.56 x.v to U
`rag .E-~A.1584 t59.050'R71 _gL_Ilq PING 440+
p,~ A p7+ I. Ic . 1 °~"'1c~~u~^ a 6 BARRIER <t
Pny i5+ 3AJ. `
M000S 5' T-
7 -f.- Sta. 17+3334 (49.50' RT)
SB(DE- Paste. 10+00; o nuellC POCSta 14+2?D3
---W-1~Stals+ar9 ;",57 an
TT ) - Sto.10+5DD0• SB T ~
1- +
--_m - -L- ) A
-
1 woes ~
i I
i I
t Q 1
C3 Q _ PoMa 12+1339 +41.62+41 .1
fl _S T EGIN CONSTRUCTI 4+13.31 (3222• RT) 8-4501 BYI POT 22 T
-L- Sta 1 -L.47 A.1 + t I . )
c 3'
a Z5
9s NOTES:
-SBLDET- FOR 4- PLANS, SEE SHEETS N0.4 THRU N0. b
r Pi Sto G+7593 OR pEffOUR PROFILES, SEE SHEETS N0,113 N0.12
a -NBLDET - PI Sto t2+92D6 , 437'14r(IT) S SEE SHEET S-9 THRU S14
pi Sto 18+2593 = 431'14.r fRT) D O ~.Rp FOR STRUCTURE p~i1
° Pt St. 13+42D6 4 37'14.F (RT) D = p' 57,17 3' L a 483.81
p . 437't4! (LT) D , fr 57,17T L = 48381 T = 242.06'
D =0'57' (IA' L = 48387 T = 242D6 R = 64WDIY
L - 483$1 T . 242.06 R = 6D00DO' SE . p2 (REVERSED)
Cc> m R = 2G42OOAO SE _ VERSED) SE = D2
SE = D2
o~
N;i,

S

1TE of-TOURS
OF OH S
**DE

SIG. Jssoc. C.
G ~ai9121) , _N wt 'ONEW1474
we M pr'
m -NBLD 8+ 19 I N - N NBL vs 22tS +4114
N SUS _ N -L RS a3q+46Ab (465r LT)
-N
` I
a gik Sta34 tom LT)
xo F• REV+25
pcSf
~Lv
vows U7
\1k, *DODS
lowi.,
24116S _N Z+66~ (69AD cTl ,c~ \
L' Sta ' ~a2078537t '16i m 2' FDPS 350
17.48 t69lJO L taa \ t crta~ apt - - a~ _ss
-L STA Zb + ~ x> tun _
5to.24+5353) aK 3~ TRANS
1. -NB r~48 ( x GLOW 2, °oon _
5TA FDPS
'P5 gARR~ER 6•
~p?W fD
a~~ i A? 1D r'I Ner -~1~ ty1
119
lP 7q~ E 'zn ~i Efl us
'i
E:' lll6w
FDPi / '
w X618.2' E u + (49 ,c-'' r
ATE 5ta34 Lp
a Q
All B4 f_~i y ii' 1 STEEL -L St 4 (5$'woos
1 °ro
33 wJ T
S4 y
ND W- R sta.35~ 4 t42Jbd zoz9 PG
08
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s
U1 YweN~ at rr ,S 169RTt E"o~Y"~i
IJS t ~ ~ . r ^L' Sta. ~ r
V ~ 4
a?
N g~tRIER a? pt ?u a.xpt to i ~ a err /
W w 5to 25RT~ /
~W
j - as pr ~a2q+n96Rt) = N I E 3 i Rn u ~J
-58~+ bgit69 GI 1 1 " os
Z Sta.ffi H c aJtN uJ a 1
44 # N
1r 0 1 R1? ~11~ 1 5to.27#40.57=.Rf
.L- SZ 27 ,35.42 1p 3 -581DET" S: Np' t 1}t0.U Kb Np i
EN pPP O+~N ,.f N0m 5EE Slit Np, t
pT5to.2D't113 +15.570 SLAB 56LDET / pRpH1ES,SEE SHEETS
i &R
TV"
Sta +166b !69!X1 RT) -S81DbT- 80.27 ~R DEfpU0. EDGE 0?Rp',CHES
+ H G~ .
L' N POp ~
fpR SEE SHEET 1
-SB - PI Sta 34+'11-':4
1d IRT )
d 3r
PI s ad~BgJ(LT) p . t157' fIT
. 4~3 b7 ,
T P;1;0 R+7MMLT1 p . U57'(!T 1 , 4b1JT+
z 437' , qg3~ ,
IN or 57'f7 L r "N ~~gp4 ~rt437+R1'(LT) D =T R .2EyERSE) SE ' AZ
PI Stad 37,14.r (RT) p • or ~8~, t . 6?RO' 02
0~ RSEt SE
a q3 1"nT 1 m 483 R n,, (REYE

PLANS
PR ~Muu ~~'sTT`ucno~
vo

. ITE DETOURS
TAI` DF DH 5

Rn

Rn

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_ END CON'`~+
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B-4507 4
m MY SHEQ NO.
ROADWAY MIGN RWRMAM
ENOMER INCAM 01
i
PREU?-MARY PLANS
CO MOT :FK FOR 0a7YFkUM.GN

15

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BEGIN TIP PROJECT B-4507 100'TAPER I Q
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BEGIN TIP PROJECT B-4507
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WOODS S: ELEV.= 741.98' _ - 7 76'
- 29 -L- STA. 15+35.84 (59.0550' RT) c /
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NOTES:
m
a FOR 4- PROFILE, SEE SHEETS NO.7 TO NO.9
FOR DETOUR PLAN, SEE SHEETS 2-F THRU 2-i
ma FOR DETOUR PROFILES, SEE SHEETS NO.113 NO. 12
FOR STRUCTURE PLANS SEE SHEET S-1 THRU S-T1
a SEE SHEET 2 FOR DITCH DETAILS
a.

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NOTES: SEE SHEETS NO• T TO N0.9
+ v= / FOR 4,~ PROFME SEE SHEETS 1-F THRU 2-H I
F FOR DETOUR PUNS. 11 & NO. 12
a SHEETS NO•
LES SEE
FOR DETOUR PROFI,
a ® BRIDGE APPROACH 5LA11
SEE SHEET 2-0 FOR BRIDGE SKETCH
SEE SHEET 2 FOR --SEE DEiSKEET S-I THRU S-14
FOR STRUCTURE PLANS
o~
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P
P R=ECr REFERENCE NO. EHEEr NO.
B-4507 6
m wov SHEET NO.
ROADWAY OCMN HYDEANICf
EApRIEEI ENGINEER
PRELIIM1NARY PLANS
00 rwr VSE: MR cocliSTRUCIIDR
-RAA(PB- STSfa 10+0000
POTS?a 37+4520 (4200 LT)
-RAMPB- POSSfo.18+OOA0
END CONSTRUCTION A~
40 ____l ` 45 A w m.
-RAWPB- STSfa 18+73.70
RAMPB- CSSfo.16+57.70 -RAMPB- POTSfa.19+4704
BEGIN RAMP PAVEMENT
RAYPB- POC Sfa I4+5000
NEYSTOIE HOMEOWNERS ASSOC. FC. INC. De 2273 PC 34
/y
NOTE Acnlmlm -RAIMPB- SCSta.12+16,00 I RRy rmYS / DWI No Est. 12 uNDER UU7G Ent. 20 ErF
CL IN RUMP vc
(D 24' CP
wDODS ,y VAC
9 ~ FOP.
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w1slows 7 END TIP ROJECT 6-4507
r 1 F b, F ftA
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-
Z . ~ - : a 43 ~ -TAPER - - 44+
RAMPC- STSto. - - \ alwooN INC c
RICNRRD -L- POTS38+3700 (42.00 RT ae ° F - - - - - - - - - -
i EN JUJA EL,PATTON C I ~ woods l \
1 44+
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410 w0DD5
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Q wnW0. I Y F
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PROPERTIES uD -RAMPC- SCSla.12+16.40 -
2029 PG 3745
\ qFQp
P ~ S
Is FD N ISiD ISfD ISFD ISFD ISFO IS FD ISFO BEGIN RAMP PAVEMENT
IS FrD IS F 0 crrc COW ODs cow IS F o OAC -RAMPC- POC Sta. I4+65L10 -RAMPC- STSta
L m+c _ TYaopl v~
rrPE uHC _ _ _ _
!
ZS'C 4 0 - - - - 6' YPE 0NC Q IS i D IS F D tS F 0 v MDn•
{ I I ' B VC CNA/ypT/E,'F I r 6'7YPE IMw;J~ `r IS F 0 IS i D
B'
VC RM M' vC' Z 5 i D w ~Ctr
tM } 3 + - - N Yrel erm+ - L \ \ FPJ PROPERTES LIt -RAMPC- POTSfa 19+DD~ nn
- - r r vE U - - - - - - - - - r - 1- ® ,v"Dl t 08 2029 PO 3745 _
- _ I I o
! BSI '4ir „r
i•ir ti -
THOMAS wcwxwn -RAMPC- CSSto.14+85bT END CONSTRUCTION
y AND EsEo, Y A_¢ i s RAMPC- POTSfa 19+3902
wE
Q D6 nos Pa 1023 IBL 116 PINC 465+73.11' b~,rP a sue=
r I 1 10.40. E,n. IL- A 45+b4.85 l 1 1- rwE~~~ 1
F
a -RAMPB- -RAMPC- -L- -LLT- -LRT-
a
P) 11+44 PI 14+37B5 Pis +
s Sto 02 Sfa 37,85 Sto /l2973 Pls Ste N+4403 P/ Ste 13+5107 Pt4 a 15+57b9 P1 St o 45+1574 P/ Sto 45+1529 Plyr0 45 +
1620 NOTES
6
As = 3'15'245' A - 13'19'll$(LT) Bs = 3'15'245' Bs - 3'20'41.4' p 8 2r063'fRTI es = 3'20'41.4' p - r4414T(LT) p = r44'14.7'IL7) p = r44/4TILT) FOR 4- PROFILE, SEE SHEETS NO.7 TO NO.9
In ,
Ls = 21600' D = 300 560' Ls - 216.00' Ls = 2/6.40 0 = 3'05' 494 LS =21600 D - 0 5434D D = 0' 54497' D = G 54185'
D FOR DETOUR PLANS, SEE SHEETS 2-F THRU 2-H
21 LT = 14402' L - 44170' LT - 14402' LT - 144.OY L - 269b7' LT = 14403' L = 19!04 L = 190J3' L - 191.95'
ST = 7202" T 221.65' ST - 7202' ST - 7202' T - 13501' ST = 7202" T = 9553'
SE = 06 R - 1.90000 SE = 06 SE = 06 R = 1,850.47 SE = .06 R - 6,300.40' 7 - T = 95.98' FOR RAMP PROFILES, SEE SHEETS N0.10
op INC = 54 INC = 54 INC - 54 INC - 54 SE = 02 R = ~0'ar R = FOR DETOUR PROFILES, SEE SHEETS N0.11 6 N0.12
I NC 5£ = 02 SE = 02 FOR STRUCNRE PLANS SEE SHEET S-i THRU 5-#i
NC 40 INC - 40 INC - 40
QD
°
RID = 80 RO = 80 = 80
RO
o.

MoAa ROW24CI N0. W!R NO.
B-4507 1 7
c oka"!ll~N mcm4aII
• m
N
N
PRBI.IMINARY PLANS
• p~N~r v
-LLT- BEGIN GRADE
790 STA. 10+00.00 BM-ff5
ELEV. 785.58' -BL- STA 437+4299 OFF.58T1' LLT:
LN 8486829552
E 15952~974189
EV= 74196'
-L- STAl15+35B4 (594550'RT) US-421 NBL
770 P1. 13+OODO FFF
EL - 7547r
VC - 300'
x •34091
P1. 18+00,00
EL - PI = 2/+00-00 Pl - 22+5040 Pl • 24+5000
VC - 350 350' J `ESL - 73219' v ¦ 733.W
x = 151 2oly
K-138 K=136 K-137
THHHH
WCH LEGEND HHHH
tttttt Ill 11
LEFT DITCH - - - 111' ~
16 17 18 19 20 21 22 23 24
10 11 12 13 14 15
GEE SHEETS IA 6g G 6 FOR •L• ALIGNMENT
4+~~ a E +-H i i i Ill TTFi~ +++++t-t i i t-
j4H
#flhti B !1 STA 437+42.99 OFF.58T1'
N 846662-9552
LRT BEGIN GRADE E 159526970189
STA. 10+00.00 ELST0./5+35B4 159,0550' RTl
ELEV. 766.6,0' LRT
US-421 SBL
P1= 13+0040
EL = 75532
vC =300 HRiHi
K - 928
444+ 4EH P1= 18+0040
+H+ 11WImmlilimi! Hill TIP# EL - 73659' P1= 21+0040 Pl = 22+5040 PI = 24+5040
VC - 355' EL = 733J8~ EL = 73270' EL = 73396'
K = 136 VC = 150' VC = 140 VC =200
K-9 K¦137 K¦13T
7110
m
FH±
a,
720 +FFF
T
v
m
N
pN
d~
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Tll i ni 11
LL
7An

N p/ . 33+5000 niosxr ure~era ~a. sner No.
Pr= 31+0000 EC - 75873' B-4507 8
-LLT• END BRIDGE EL = 74919 VC `250 ROADWAY GBIOd XYDRNAICf
K - wcirxa ewra~
VC = 205' 1802
•LLT- BEGIN BRIDGE STA. 28+87.07 K - 139
STA. 28+84.36 ELEV. 744.43
ELEV. 738.46' ' a.sr ~i+coimee
~YS.n,~•Rr i~J oveuu
8[Y•YN.fO, lB~6YH•m.n'
P! - 24+50AD PRELIMINARY PLANS
EC - 733 6' GR 4Z DID =
PQ MIT , vv1"

-tt
K=137
74A jii~
zrt VC - 20D'
# III
+ L LT tit ig
US-421 NBL
STRUCTURE HYDRAULIC DATA
ttdf DESIGN DISCHARGE =10000 CFS
DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 721.43 FT
BASE DISCHARGE = 12,000 CFS
EMS- BASE FREQUENCY = 100 YRS
BASE HW ELEVATION = 72244 FT
OVERTOPPING DISCHARGE = N/A CFS
DITCH LEGEND OVERTOPPING FREQUENCY= 500+ YRS
1fhL OVERTOPPING ELEVATION = 732.94 FT
LEFT DITCH - - - -
A7A
24 25 26 27 28 29 30 31 32 33
34 35
P1= 33+500
LRT• END BRIDGE EL = 75923'
ZAn STA. 29+07.86 PI- 31+00.00 VC =200
LRT• BEGIN BRIDGE ELEV. 737.27' EL - 74989' K ` 10.12
-HA 26+94.94 STA. i VC . 8EE GHEETS 4, 5, l 8 FOR -L- ALIGNIENT
a
M 2W
ELEV. 738.47' ~ K . pp
evsia r "r a2uu Jaam-m.m
750
mill
Bar=
P/- 25+00n0
EL - 734,46'
VC - 290'
K=155
7:10 -44:q:
LRT 1-4- ~:flfff J# 4
US-421SBL
_0
+FFF
710 3F
4- 44 STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE = 10." CFS
DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 721.43 FT
a
Ago B
ASE DISCHARGE = 12,000 c
FS
BASE FREQUENCY = 100 YRS
BASE HW ELEVATION = 722.44 FT
401 OVERTOPPING DISCHARGE = N/A CF -5
OVERTOPPING FREQUENCY= 500+ YRS
OVERTOPPING ELEVATION = 732.94 FT
ii H+
00
a
a
JTFI
0
24 25 26 27 28 29 30 31

i m
RO11Cf RlRIRIC! N0. !MlC~ N0.
8-4507 n
LO ROADWAY DEWN HYDIANOC!
T FEff M~ SEE ~M
FF4
790
8wrn5MEM
NB848 29552+4299 OFF. 5871'
1~
E 159526970189
ELEV.= 741,98' FRELI2iINARY PLANS
-L- STA15+35.84 f59D550'RTI
uv nar v~,aat:c~xmvenvs:
NBLDET
770
rat
Wit! BEGIN GRADE
STA. 14+88.37
ELEV. 739.83'
7AO
PI= 19+30A0
EL = 725b6'
VC = 835'
K=152
720
/10 M
it: ItJ7 TF - - -E
EBIEEEH
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
•NBLDET• END GRAD
790 E
STA. 32+47.74
ELEV. 761.84'
-NBLDET- END BRIDGE
1111111111111114
-NBLDET- BEGIN BRIDGE
770 5TA 26+91,24
STA. 24+78.53 ELEV. 743.46'
ELEV. 738.48'
PI. 29+9000
EL - 75050'
7AA VC - 510'
K - 263
lilt
lilt
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE = 10A00 CFS -M -1
-it 4- DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 721.43 FT
BASE DISCHARGE = 12,000 CFS
BASE FREQUENCY = 100 YRS
BASE HW ELEVATION = 722.44 FT
720 OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= 500+ YRS
7 j.
OVERTOPPING ELEVATION = 732.94 FT
It 11 1 It,
a
720
v
lilt
m BEE SHEETS 2-F, 2.9, i 2-N FOR -NBLDET- ALIONMENT
710
of v
a
~v
Qa
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

nlOACr ElRIlRE N0. EXIEf NO.
B-4507 12
P
AAA?WANE DlYGN
I 0gumEBt
N
7Qn ''I I'LL, I -H-LE
e~rn5
-BL- STA 437+4299 OFF-58.7r N 84861 552 ++i± ±H± 1 11 1 11
ffff
E 159570189 PRBLIMINARY PLANS
E(fv= 741-W
4+11
-C- STA15+3584 f59D550'RTI
780 me 111.111, 1 +H_~_ - +H+ I
4+14 SBLDET
4414 4
770 SBLDET• BEGIN GRADE
IN ii~
STA. 14+22.03 Mfff
ELEV. 741.81'
FF4+ +H+
FFR+
EFH±
TFR+F~l 1 4-4 44k+4--H+
75n --TFFF
-tit
4+7 +rw H7H± 44-
+H+gn IT +4- + +4- + + +F
P1= 18f57D0
EL = 724.80'
1~5 VC = 94D
K ¦ !63
+H+ H± L 444: FIH H! H.H.
I LILL Ill Lill
U
:$M 444M ~p4q;pTPT- FFP11111
700
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
SBLDET- ENO GRADE
IT, I'll T:FF 4+H flu $ w
STA. 33+31.68
TiR
ELEV. 765.54' ffpq#
+Fa
,SBLDET- END BRIDGE FFFF HE 114
M
STA. 27+15,57
71210 #4 +H+ -H4~44~1+
-SBLDET- BEGIN BRIDGE ELEV. 744'31'
STA. 25+02.86 19
_V~ ~ t~~ IT
P1' 30+4200
ITT I, Ill ~R+ N TFHHi~± ' =MW
ELEV. 738.84'
EL = 75270
44E +R+ THE +-ii± vC • 347
K-183
Ta im t i so R04:1
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE = 10,000 CFS
FR :4H
cs 4+H- DESIGN FREOUENCY = 50 YRS
DESIGN HW ELEVATION = 721.43 FT
-Hii 1 44+4- 11 H 1111 +-H++444- I... i IT 1111 ill 4+4++[4+ BASE DISCHARGE = 12.000 CFS
BASE FREQUENCY =100 YRS
BASE HW ELEVATION = 722A4 FT
OVERTOPPING DISCHARGE = N/A CFS
I'll 111. 114 1 I~
OVERTOPPING FREQUENCY= 500+ YRS
444.. LILL Lill
01 11.1 111 OVERTOPPING ELEVATION = 732.94 FT
T
9 M +44-1-144, +fft oTFF N-Eff HIP IT, III
I— IiITIII1I
Lill
a SEE SHEETS 2-F, 2-0, A 2-H FOR •SBLDET- ALIGNMENT
mo
d
:7 L-j
Qo
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38
o~

P
• P
m ttO1tCT RRAE4Gt N0, iNLl1 N0.
8-4507 9
N
tOADWAY D6101V NIDMWC
i
- -
- lNGINta lNONeeI!
PRELIMINARY PLANS
t m vu Cott~MX4,
-
LT END GRADE
STA. 45+50.00
ELEV. 804.28'
P1 ¦ 43+00.00
EL - 79732
ffffl
VC - 220
it 1 11 - 11##
X=163
'lip 41 tom:
LLT 14 HHH
ana 11-411.
174 -qT--
P!= 37+500
EC = 77455'
]-t I lilt I +4-F
VC =400
X = 2163
7RQ
1111144-
if it H! T:PT
±H 11 +H+
750
35 36 37 38 39 40 41 42 43 44 45 46
SEE SHEETS 4, 5, l 8 FOR •L- ALIGN6ENT
-tt-t- gi
LRT• END GRADE
A.
45+50.00
ELEV. 805.10'
79762
EL • 97,62-
LRT P1- 9
/CC- 195
US-421SBL
P1¦ 37+5000
EL - 77495'
VC = 400
X - 2087
ZRO
ffa4IT t
L
P
-Zho
m0
O
Op
NZ
rp
77
35 36 37 38 39 40 41 42 43 44 45 46
I

naiecr uREeKe Pa. sneer ~a.
8-4507 l0
Lid- FF+~
TFFF
• rv eNGROADWAY laD N Em
FR-++ III I I
91H FF4 [ILL oil
lit M. I
FRBLIMINARY PLANS:
+Fff
'PO :+tTT VIA POP, lgN3tRVCkW[
+H+ I'll I'll
figMa
RAMPB AAMPB• END GARDE
PcE~ 4+4+
RR - STA. 18+00.00
ELEV. 810.83'
N-
P1 ¦ 16+50D0
EL ¦ 80280'
-RAMPB• BEGIN GRADE VC ¦
STA. 10+00.00 K - 1~0
ELEV. 774.21'
Pl- 13+90D0
EL = 789b7'
VC = 200'
Ann K¦n6
III
FFR+
Pl = I1+50.00
EL = 78028
VC = 250 +14
K = 1822
:4a 444+4- :4fa
7Rn Mg
Ono RE
CR AM
10 11 12 13 14 15 16 17 18 19
-Hii
SEE SHUT 6 FOR RAMP ALIONMENTO
ROO -H4+
RAMPC
AANPC END GRADE
3TA. 19+00.00
ELEV. 818.77
P1= n+55DQ
EL = 8093r
K•1266
-RAMPC BEGIN GRADE 44+- Rff+1W04#41+1#l oft
W STA. 10+00.00
ELEV. 778.32' PI ¦ 14+75.00
Ain 44-444-- Hii Hii EL ¦ 796.73'
ITT 11~~L-
VC 200'
K - 228 +FFF
Ann 44+~ +H+
PI = 11+7500
EL = 78545'
VC ¦ 200
K=651
TO I
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NGo 10 11 12 13 14 15 16 17 18 19
oL

CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No. B-4507 (R-2247CC)
State Project No. 6.628001T
Federal Project No.

A. Project Description: (Include project scope and location and refer to the attached
project location map.)
Replace bridge nos. 221 and 222 on US 421 over Muddy Creek,
Forsyth County

B. Purpose and Need:

Bridge Maintenance Unit records indicate the subject
bridges have sufficiency ratings of 48.6 and 64.4,
respectively, out of a possible 100 for a new structure.
The existing Bridge no. 222 did at one point have a
sufficiency rating less than 50, and is therefore eligible
for Federal Bridge Replacement dollars. The bridges are
considered functionally obsolete and structurally
deficient. The replacement of these inadequate structures
will result in safer and more efficient traffic operations.
C. Proposed Improvements:

Circle one or more of the following Type II improvements which apply to the
project:

I . Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing-gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
i. Slide Stabilization
j. Structural BMP's for water quality improvement
2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail

d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3. Bridge rehabilitation, reconstruction, or replacement or the construction of
grade separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
O Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.

5. Construction of new truck weigh stations or rest areas.

6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.
7. Approvals for changes in access control.

8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic.
9. Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users.

10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic.
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community.
12. Acquisition of land for hardship or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels. These types of land acquisition qualify for a CE only

where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects, which may
be required in the NEPA process. No project development on such land
may proceed until the NEPA process has been completed.
13. Acquisition and construction of wetland, stream and endangered species
mitigation sites.
14. Remedial activities involving the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines.

D. Special Project Information: (Include Environmental Commitments and Permits
Required.)

This project is included in the scope of R-2247, the
Western Section of the Winston-Salem Northern Beltway, and
is covered in the 2007 SFEIS/FEIS and 2008 ROD for the
Western Section/Eastern Section of the Winston-Salem
Northern Beltway (TIP Projects R-2247/U-2579 and U-2579A).
This project phase, B-4507 (R-2247CC), which consists only
of replacing the existing US 421 bridges over Muddy Creek
on their existing alignment with phased construction, will
be the first phase let of R-2247. The phased permit for 8-
2247 has not been issued yet, and B-4507 (R-2247CC) cannot
be delayed until the R-2247 phased permit is complete,
because the bridges are in poor shape and need to be
replaced soon. (All other phases of R-2247 are post-year
in the Draft 2008-2015 STIP). Since there will not be a
phased permit in place before B-4507's (R-2247CC's)
letting, the FHWA, USACE, NCDWQ, and NCDOT agreed that this
PCE, that documents the impacts of B-4507 (R-2247CC) alone,
should be produced in order to facilitate permit issuance
for the bridge replacement. The information presented
here in this PCE is an extraction from the 2007 SFEIS/FEIS
for R-2247/U-2579, and relates to impacts to the bridge
replacement project alone.

E. Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II
actions

ECOLOGICAL YES NO

(1) Will the project have a substantial impact on any
unique or important natural resource? X
(2) Does the project involve habitat where federally
listed endangered or threatened species may occur? X

(3) Will the project affect anadromous fish?
X

(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-tenth (1/10) of an acre and have all practicable measures ?
to avoid and minimize wetland takings been evaluated? N/A
(5) Will the project require the use of U. S. Forest Service lands? ?
X

(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities? X

(7) Does the project involve waters classified as Outstanding Water ?
Resources (OWR) and/or High Quality Waters (HQW)? X

(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties? X
(9) Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites? X

PERMITS AND COORDINATION YES NO

(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)? N/A
(11) Does the project involve Coastal Barrier Resources Act ?
resources? X

(12) Will a U. S. Coast Guard permit be required?
X

(13) Will the project result in the modification of any existing ?
regulatory floodway? X
(14) Will the project require any stream relocations or channel ?
changes? X

SOCIAL ECONOMIC, AND CULTURAL RESOURCES YES NO

(15) Will the project induce substantial impacts to planned
growth or land use for the area? X

(16) Will the project require the relocation of any family or ?
business? X

(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or ?
low-income population? X
(18) If the project involves the acquisition of right of way, is the ?
amount of right of way acquisition considered minor? X

(19) Will the project involve any changes in access control? ?
X

(20) Will the project substantially alter the usefulness ?
and/or land use of adjacent property? X
(21) Will the project have an adverse effect on permanent
local traffic patterns or community cohesiveness? X

(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is, ?
therefore, in conformance with the Clean Air Act of 1990)? X

(23) Is the project anticipated to cause an increase in traffic ?
volumes? X
(24) Will traffic be maintained during construction using existing ?
roads, staged construction, or on-site detours? X

(25). If the project is a bridge replacement project, will the bridge
be replaced at its existing location (along the existing facility)
and will all construction proposed in association with the ?
bridge replacement project be contained on the existing facility? X
(26) Is there substantial controversy on social, economic, or
environmental grounds concerning the project? X

(27) Is the project consistent with all Federal, State, and local laws ?
relating to the environmental aspects of the project? X

(28) Will the project have an "effect" on structures/properties
eligible for or listed on the National Register of Historic Places? X

(29) Will the project affect any archaeological remains which are
important to history or pre-history? X

(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in Section 4(f)
of the U. S. Department of Transportation Act of 1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as defined
by Section 6(f) of the Land and Water Conservation Act
of 1965, as amended? X

(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for
inclusion in the National System of Wild and Scenic Rivers? X

F. Additional Documentation Required for Unfavorable Responses in Part E
(Discussion regarding all unfavorable responses in Part E should be provided
below. Additional supporting documentation may be attached, as necessary.)

(14) A short section of unnamed tributary to Muddy Creek will be
piped, resulting in approximately 60 feet of anticipated
stream impact to that tributary. Approximately 200 feet of
temporary impact to Muddy Creek are estimated to be caused
by the construction of the causeway.

i

G. CE Approval
TIP Project No. 8-4507 (R-2247CC)
State Project No. 6.628001T
Federal-Aid Project No.

Project Description: (Include project scope and location. Attach location map.)

Replace bridge nos. 221 and 222 on US 421 over Muddy Creek,
Forsyth County

Categorical Exclusion Action Classification: (Check one)

TYPE II(A)
X TYPE II(B)

Approved:

s 9 0
a Unit Head Central Region
Project Development and Environmental Analysis Branch
I

Date Group Leader
Project Development and Environmental Analysis Branch

5-- -0g ~Plb'
Date roject Pl g Engineer
Project De lopment and Environmental Analysis Branch

For Type II(B) projects only:

00 jo

Date Division Administrator
Federal Highway Administration

PROJECT COMMITMENTS

Replacement of Bridges No. 221 and 222 on US 421 over Muddy Creek
Part of Wmston-Salem Northern Beltway
Forsyth County
INUMNIMM
State Project Nos. 6.628001T
TIP Project No. B4507 (R 2247CC)

The replacement of Bridge Nos. 221 and 222 on US 421 over Muddy
Creek are covered by the Winston-Salem Northern Beltway 2007
SFEIS/FEIS and 2008 Record of Decision. (The entire Northern

Beltway extends from US 158 southwest of the City to US 52 north of
the City (Western Section) and from US 52 north of the City to US

311 southeast of the City (Eastern Section and Eastern Section
Extension), TIP Project Nos. R-2247, U-2579, and U-2579A.) Of the
project commitments listed in the 2007 SFEIS/FEIS and 2008 ROD

for the entire Northern Beltway, seven are pertinent to the
replacement of the US 421 bridges over Muddy Creek.

Attached is the complete list of Project Commitments (Greensheets)
for the Winston-Salem Northern Beltway. The seven commitments

pertinent to the US 421 bridge replacement projects are showed in
black font; all others, which are not pertinent to the bridge

replacement projects, -are grayed out.

PROJECT COMMITMENTS

Winston-:.Salem Northern Beltwav
Forsyth County
Federal-Aid Project No..N- 11F-0418 (14)
State Project Nos. 6.028001T, 8.2625101

TIP Project Nos..1- 2247, U-2579, and U-2579,:1

In addition to the Section 404 Conditions, Regional Conditions, State Consistency Conditions. the
North Carolina 13epar'tment of Transportation (IvC1 OT) Guidelines for Be t'Nt.anarement
Practices for tl;c Protection of Surface Waters. (ionera:l Certification C ).ndi.tions. a.. d Section 401
Conditions oft' ertification, the following special eOmmittirents liave -been agreed to by NC`D()T:
Project Des-ehpment and Ei vironirkwal Analvsi,s:

L Arc.haeolo gical site 3IFY570*11, a historic cemetery, will require avoidanice or
compliance with North Carolina General Statute. Chapter 7().

2. Temporary connsiruction. easements may be needed on the historic Clayton Family
Farm propertv. IL has been deternaitied that these temporary easements do not
constitute a use under Section 4W. No permanent right of way will be acquired froze
the Clayton. Family Farm propcny. All work will be contained in temporary
easements, and the eneroachment on the property will be minimal. The duration of
the temporary encroach:tieut on the Clayton. Fanii.ly Farin property will be hurter
than the tiuiefiame for the construction of the project. The laird temporarily occupied
from the Clayton Family Farr-. will be fully restored, that is, the Ciavton Farrow
Farm property will be returned to a condi.tioii that is at. least ai~ good as that which
cxistcxl prior to the project. 4
3. Eli vibility of Site 3 IFY64 is =known because archaeologists were denied. access to
the property. If the site falls within the Preferred Alteniatite after f7mil design; an
assessment would be conducted prior to construction after it is acquired by NC:D()T.
Currently. the site is adjacent to non preferred Detailed Studv Alternative SeMULInt
E3.
4. A design noise study will be prepared for the selected alternative. The ct.+te of public
knowlet•1_7e for noise abatement pw1x)ses is the date the Record cif Decision (ROD) is
siLmed.

5. The design noise study for the Prcjic-ci.K ?217 portion. of the Beltwvav will include an
evaluation of Ronald Reagan High School..

•f,. The NCDOT will develop Data Recovery Plains (DRP) for Sites 31 FY 88,
31 FY893**, 31FY901, 31FY9021`*, 31FY903, 31FY910**. 31FY91
31l`Y912*i` 31FY921., 31I-Y925**' II Y0)44, 3I Y14531105 :!*c, ail of: Which. will
be aflfecteJ by the suhie-a prs+iect, in c.011sititation with the Noilh Carc~l a SIIP00
Conn itaicros ina; k:xl b,, ar as+eris6 i j are LA r: ir,)w t(.t Aetnorai%dwn t)f.r~~*reeikwul Keiwcui SLill"O, NCDO".
and ; HA rl ri :,r li!~ act irc;si..i: tl)e. dt`{7Sc F f`ccts r. bistor rc+iJurocs (Appendix DA of the 1`FEISii'FIS).
Project Commitments Pertinent to the Replacement of Bridge Nos. 221 and 222 on US 421 over Muddy
Creek (TIP Project B-4705 (R 2247CC)) shown in black (as opposed to gray) font.
Nkmsion-Sclera Nor lierr Rebw'.ay 1.0
TIP ''.a>>ct_, X-2247, t.)-2579, and. U-255'9.
Fcbinury 211)t;

*7. The NCDOT will ensure that each. DRP is implemented after Ri-i.it-cif-Way is
acauixed or' once Ed,- t-of-Entry is secured from the property 01A.'a- :rs and prior to
constniction activities within the site location as shown ire DR.P.

*8, As they are dcvclo vd, ctirch individual DRI' will be fcmv,:r4 ed for review by the
SHP0.
*9 Upon compl.etiort of each Data Reooverv effov, the NCDOT will prelmre and
forward a TvIanagernent Stunnimy to the SHPO detailing the results of the Data
Recovery field investigations. The Management Su nruary will. contain sufTciew
information to demonstrate that the field .investigation portion of the C)R.P has been
inTlemented.

"10. Upon receipt cif the Manas,:ement Sum nary. the SHPO will respond withiti. tent 10)
days to the econimendations contained within the document.

'11, Upon acceptance of the recommendations contained in the I•Management Summary,
the SHPO will. issue the NCDOT docuuleutatiou that the Data Recover.- field
investigaiions have been completed.
* 1.2. The analysis and. report preparation, detailing. Sires 3 IFY8K 3 I FY893
31FY901, 3IFY902". 31FY903, 3IFY910", 3IFY9I.I'". 3IFY91'*"*, 31FYz)21,
31 FY9~25**. 31 FY944, 31 FYI 053/1053** will be completed by the NC;DOT, or their
Consultants, within tiveniy'-four (24) mouths after completion of each site's fieldtvork
sciredtrlt;.

* 13. In consultation with SI PO, NC~Dt)"I' will determine the cxtent of control-of-access
fencing, as well as its t,,Te. material, and finish, NC'DOT will purchase and then
fintail the control-of-access fencing within the NCDOT right-of-way. NC'D(:)T will
maintain the control-of-access fencing.
Roadway Design.

I.. NCDC)T will continue to wort: with residents of affected coininunities to develop
u t.igation strategies for community impacts. The following options will be
considered during final desigen to niinintize impacts to communities subdivisions:
construction of noise abatement barriers landscaping or vegetative screens based on
NCDOT policies and guidelines. Thee tyres of options already have heerr.
incorporated into the Project R-2247, Project U-2579, and Project U-2579A
preliminary engineering designs where pi-acticable, but will be further considered
during final design.
2. During final design for Projects R-2247, U-2579, and U-2579A, all utility providers
and railroad operators would be coordinated with to ensure that the proposed design
and construction of the project would not substantially disrupt service.

C onintitrntml,. marked I.3, :tr asterisk t are taken from the Memurartdurr, of Agreeme?t hrm ctn ~Ft]'i3, ti(: DOT,
a:;d T'HWA reprdin- addressiu the Ad+rrrsc. £f ccvs to h.istorio t•c~;ourcrs (Appendix 13.1 of tile SFEISIFEIS),
Project Commitments Pertinent to the Replacement of Bridge Nos. 221 and 222 on US 421 over Muddy
Creek (TIP Project B-4705 (R-2247CC)) shown in black (as opposed to gray) font.
Win,f on-Saleni Norme.mn Beltway i I
TII"'rmeeis R-2"4, U-'5"79) ,aid li-w579.'~
bebruarl; D)Os;

r

1. Tl:. deve c+, nient of this Project -t ill he fitrtlser coc~rdiuat~ d With the CitV of wij>stol)
4al tt grid I orstiih C'erEn.lL Yarks ?3zc. real ion DCpartlllClatS TO a)].iI)irLiii aa_.y
C01,01icts with future parks and l:reeinlt'ays planning. provisions trill be L'Qrisidered to
r<<s.ir?tai.t. the f`in,r; viability c,f'ats~° iml7aeic:a ps-oI±c?SC:ci.r eertway;;.
4. coordinate -,vith the For-rh County Division of Environmental Health
aid Laboratory regarding the Reynolds Auto Junk and and. other solid waste sites
al.Iong the selected alternatives l:().r Projects R-2247, U-2579, and [J-2579A. lnipacied
sites «iil be remediated as required.

5. NCDOT will consider wildlife crossings where appropriate in the vicinity of stream
crossings, which will allow animals to cross under the Beltway.

6. NC'IX.)T will c.xndinate will.) the Town of K.erneniville reg: riling the compatibility of
the Bellw ay design with the proposed Bit Mill.Farm Road interchange at US 421.
1.11i-~ coordulation. will Like place once all relevant desigm informat.ior). l as bem
obtained regarding the design of the Big %dill Farm Read interchange;.

71 NC;DOT intends to maintain a Connection fi-on) Northampton Roadi.0 Old
Walkei•two ri Road. The final design );;III he developed based on design constraints
and Cost considerations.
8. ii{:'Ix:tT will align the Alexander Hege Ho-use driveway oplx)sfte the new
intersection. rainp, so Property access will o-e under full traffic control.. This will
allovy NC DOT _ind the property owner Full. nlaverrient For eytiipnient and tru.ks.

NCDOT Hydraulics Unit.

1. All bridges and culverts located.in designated FEMA flood zones will be designed
such that an increase in flood elevation would not exceed the lesser of 0.5 foot for the
100-year flood event or the elevation needed to protect structures.
2. A conditional Letter of Map Revision will be prepared for any floodway
modification, in coordination with Federal Emergency Management Agency.

3. NCDOT will avoid installing bridge bents in creeks to the maximum extent
practicable.

NCDOT Roadside Enwronmental.•

i . During design and construction. efforts will be in3de to minimize the impact to
existing vegetative bul:fers and natural arenas. NCU(.)T %vill prenare a post
construction landscape design/corridorplan to mitigateconstruction im xact rand
'Integrate tdt&mcc;illt nIS. while reniairing sensiti. e tO the cnl onment and to the
safd.v of he traveli.ng-public,
* C`oinn,itimnls lywikc(t b, in asterisk 4*) are tAen fnjilI tht Nieliu;rarttiisln :i( Agieenient betw=i SH110. Lt'1)tY'.
and FN1; A regal &l 3cd_h-t~sing t'tc :1^+.--cm ::fleets re resou cr:s (ApI)endtx DA of the SFEISiFFIS).
Project Commitments Pertinent to the Replacement of Bridge Nos. 221 and 222 on US 421 over Muddy '
Creek (TIP Project B-4705 (R-2247CC)) shown in black (as opposed to gray) font,

TIP ftrJ,!e(;ls , r 2571) .l t • 2;'c';l
. F~ebiuai•~2?lt)

2. NCDOT will incorporate sediment and erosion control measures according to the
Design Standards in Sensitive Watersheds for all construction in high quality water
(HQW) zones in compliance with 15a NCAC 04B.0124.
*3. NC'1)(:! f' will provide tree protection mc.isures along the NF-lion.il Regis cr Nnindary
lilies adjoining project cons-traction areas. NCD(:)T will exercise bet management
practice to minimize, as practicable, tree trinuniii1r, and distuii)ance of e'xi.sting
plaritings along the National Register bottrrdary.

N( )(?7•h'uadside Brn•ironmentai and Hytb-aahc:s:

J. Creneially, 2; I slopes will be used inhere possible to minimize culvert length. and
NCIX)Tsill shorten culvert lengths where possible and. daylight system; between
culverts where possible in interchange area .
:x'(7001 'hi ;hi Uf " 1 fii)= Branch:

1. NC.T)()T will work with the property owner of Walker Mobile Home Park. otf (If
BetlLinia-Tobaccovi.lle Road to deIci.*IIuu.e the feasibility of•relocating the homes to
another area of the parcel.

NC 1301' will contact the pastor of Mount Pleasant Holinc;ss Church prior to the
public hearing and will, ii'desired, meet with the pastor and nieribers ofthe church to
discuss the impact of.ft; lect U-3579 on the church, NCDOT relocation policies. and
potential initigation...-lc.•tion ince the 2004 SFEISI,SDLIS: N(Y)O1 anti' consultant
.slit ff iner with the r)astf,r and t,reniN~.rs of ,bunt Pleascim Holiness C'hrirch during the
200 public hearings. The chttrelt rc~pre~scntctrities deilinc~cl to urtcrriri (I . Idditiunal
meeting re:gin-ding this pnc ect Or impacts offhE Northern Belt:my on the: church,
Additional infcrtnlatir n is in Section 6.12.3,
3. NCDOT will contact nunority residents of North Oaks subdivision prior to the public
hearing acid will, if desired, .meet with there to discuss the impacts of Project U-2579
on the con muuity, NC'IX).1' relocation policies, and potential mitigation. Action
sineee the 2004 ,51 EIS: V)EIS::itC°DOT and consultant stafi•mer the with . oi-th Oaks
cormnunity opt Xo enih r• 15, 2004. AxIditional ink maiion is in Section 6.2.2.3.
N"CDOT Dirision 9 and Coav ruction:

1. A pre-constriction survey will be. done in. areas of concern retarding possible blast-
related stnictuunal daniage to assess a lee-construction condition.

(.-mnn!iunems marked by iv- a ieHsk i'') are iAen from l'~)t l~eiltt)i'IIICtUii} of Ap-eement tut tixcm SN110, Nf.`1 OIL
a.,d r V'#WA regarding oddrt siiii ti~c,ic+crsc : t cccs to tiisloric. rcaouic,s tAppendtx DA of the S.FF,I4,FFIS),

Project Commitments Pertinent to the Replacement of Bridge Nos. 221 and 222 on US 421 over Muddy
Creek (TIP Project B-4705 (R 2247CC)) shown in black (as opposed to gray) font.
Win,kion-Salem No.niem Behw'ay I
TIP Pro ;eels Tt-2217, U-2579, and. (J-?579',

NCDOT Division 9.

I. During COTIST UCtiott for Pro ecT LT-2,579A, TNTC OT will coordinate with. the Forsvth
County Sehm)f Board to ensure. the satety o tbose student ?ic ycling and.."or walling
to Sedge &arden F.letnet?tar~, School. 'If a pottioji of school prtrpfft - is treeded for a
temporary wrrstructiou easement, that area will he fenced to keep school. children out
of the c;onstnrction site. The school property will be restored followhig construction,
2. NCDOT will coordinate with local media during the construction of the project to
alert the public of traffic restrictions and construction related activities.

3. NC'Dt)I' Si>rtl; no - approve any new drivcwav p e niits alon e the property of( lie
I.z.istoric Joan Flenry Kapp E mourn within the right of %vay for the Prefen•ed Alternative,
This condition shall he tiled in the NCDOT Division of ve responsible -tar (Mveway
permiiis.

Project Commitments Pertinent to the Replacement of Bridge Nos. 221 and 222 on US 421 over Muddy
Creek (TIP Project B-4705 (R 2247CC)) shown in black (as opposed to gray) font.
Wirston-Salem Northern Relt~~a~ 14
TIT' T'rviec+w R-2247; U-2'; 79; aid U-1-579A
February 20,18