20060310 Ver 1_Application_20060224

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STATE OF NORTH CAROLINA
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DEPARTZVIENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
LYNDO TIPPETT
SECRETARY
February 23, 2006
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
ATTN: Mr. William Wescott
NCDOT Coordinator
ososio
Subject: Nationwide 14 and 33 Permit Application for the proposed widening of SR 1708
(Fire Tower Road) from NC 11-903 (Memorial Drive) to SR 1709 (Corey Road) in Greenville,
Pitt County; NCDOT Division 2. Federal Project No. MASTP - 1708(1), State Project No.
8.2220901; TIP No. U-3613B. $475.00 Debit WBS Element 34961.1
Dear Sir:
The NCDOT proposes to widen SR 1708 (Fire Tower Road) to a multi-lane facility from NC 11-
903 (Memorial Drive) to SR 1709 (Corey Road). The length of the proposed widening is 2.65
miles. TIP U-3613 was originally divided into three sections: Section A (Davenport Farm Road
to NC 11-903 (Memorial Drive)); Section B (NC 11-903 (Memorial Drive) to SR 1700 (Old Tar
Road)); and Section C (SR 1700 (Old Tar Road) to SR 1709 (Corey Road)). NCDOT combined
Sections B and C into one project - U-3613B, for which an Environmental Assessment (EA) and
Finding of No Significant Impact (FONSI) was prepared. Section A is unfunded and is scheduled
for post year construction.
The proposed improvements will be constructed on 100 feet of right-of--way and includes typical
sections of five-lanes with curb-and-gutter and a 10-foot berm as well as afour-lane, curb-and-
gutter divided section with a 16-foot raised grass median. In addition, NCDOT will include 14-
foot wide outside lanes and sidewalks within the typical design along the entire length of the
project to accommodate bicycle and pedestrian traffic. The project ties into the existing five-lane
curb and gutter section just east of Corey Road (SR 1709). Traffic will be maintained on-site
utilizing lane shifts.
This application package consists of the PCN Form, permit drawings, half size plan sheets, and a
stormwater management plan.
Purpose and Need: As identified in the November 2000 EA and the October 2001 FONSI, the
purpose of the project is to alleviate congestion and improve safety along Fire Tower Road (an
existing three-lane, two-way roadway on 60-foot right-of--way). Currently, between 20,000 and
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUrrI WILMINGTON STREET
1598 MAIL SERVICEC.ENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEN3H NC 27899-1598

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24,000 vehicles per day are traveling along Fire Tower Road in the project vicinity. This is
expected to increase to between 30,000 and 32,000 vehicles per day by design year 2020. The
proposed improvements to Fire Tower Road will provide additional travel lanes, which will
alleviate current and future capacity deficiencies along this facility. In addition, safety will be
enhanced along the project as a result of the widened pavement and additional through and turn
lanes.
Summary of Impacts to Waters of the United States: Proposed impacts on jurisdictional areas of
the project consist of a total of 2771inear feet of permanent stream impacts and 1471inear feet of
temporary stream impacts. No wetland impacts are associated with the proposed project.
Summary of Impacts to Neuse River Basin Riparian Buffers: This project is located in the Neuse
River Basin (sub-basin 03-04-09), therefore the project is subject to the Neuse River Buffer
Rules (15A NCAC 2B. 0233). Proposed buffer impacts associated with this project total 52,285
square feet. The Zone 1 buffer impacts are 34,569 square feet and Zone 2 buffer impacts are
17,716 square feet.
Summary of Miti atg ion: The project has been designed to avoid and minimise impacts to
jurisdictional areas throughout the NEPA and design processes. Compensatory mitigation for
proposed impacts to jurisdictional streams and Neuse River riparian buffers will be provided by
the North Carolina Ecosystem Enhancement Program (EEP).
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was submitted by NCDOT on November 14, 2000 in
compliance with the National Environmental Policy Act. The document addressed the widening
of SR 1708 (Fire Tower Road) to a multi-lane facility from NC 11-903 (Memorial Drive) to SR
1709 (Corey Road). The EA explains the purpose and need for the project; provides a
description of the alternatives considered; and characterizes the social, economic, and
environmental effects. After the EA was approved, it was circulated to federal, state, and local
agencies. On October 31, 2001 a FONSI was approved for U-3613. Copies of the EA and
FONSI have been provided to regulatory review agencies involved in the approval process.
Additional copies will be provided upon request.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal
Highway Administration (FHWA) characteristics of independent utility of a project:
(1) The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope,
(2) The project is usable and a reasonable expenditure, even if no additional
transportation improvements are made in the area;
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
Impacts to Waters of the United States
Wetland/Stream delineations: Potential wetland communities were investigated pursuant to the
1987 Corps of Engineers Wetland Delineation Manual by NCDOT biologist Susan Brady and

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Chris Murray on December 11, 1998. There are no jurisdictional wetlands located on the
project. Two streams (western and eastern tributaries to Fork Swamp) will be crossed by the
project. These tributaries were determined to be perennial, jurisdictional streams. Impacts are
reported in Table 1.
All project waters are located within the Neuse River Basin. The project crosses the western and
eastern tributaries of Fork Swamp which are located within USGS hydrologic unit code (HLJC)
03020202. The best usage classification for each of these streams is class C, Sw, NSW.
The first site involves replacing an existing 96-inch corrugated metal pipe (CMP) with a 10 foot
by 8-foot reinforced concrete box culvert (RCBC) buried one foot below the stream bed.
Temporary stream impacts will occur to allow for dewatering of the site during construction of
the culvert and stream relocation.
The second site involves extending two existing 11 foot 5 inch by 7 foot 1 inch structural plate
aluminum pipe arches to meet the new fill slopes. The normal stream flow and channel
characteristics will be maintained at the crossing by diverting low flow into one of the pipe
arches and keeping the pipe inverts buried below the stream bed. Temporary stream impacts are
proposed to allow for dewatering of the site during construction.
Table 1. Stream Impacts for TIP Project U-3613B, Pitt County.
Site Station No. Structure Stream Stream Stream
(from/to) Size/ Type Impacts (lf) Impacts (lf) Name
Permanent Tem ora
1 33 + 52 - L 1 @ 10' x 8' RCBC 196 77 Ut 1 to
Fork
Sw
2 135 + 24 - L 2@11'5" x 7'1" 81 70 Ut 2 to
STR Plate Pipe Fork
Arches Swam
TOTAL 277 I47
This project is located in the Neuse River Basin and is subject to the riparian buffer protection
rules for the Neuse River Basin (15A NCAC 2B. 0233). Buffer impacts associated with this
project total are reported in Table 2.
Table 2. Ri arian Buffer Im acts for TIP Project U-3613B Pitt Coun
Site Station No.
from/to Structure
Size/ T e Zone I
Im acts ftZ Zone II
Im acts ft2 Total
ftZ
1 33 + 52 - L 1 10' x 8' RCBC 15,908 5,386 21,294
2 105 + 22 - L 3 8' x 7' RCBC 8,134 6,911 15,045
3 135 + 24 - L 2@11'5" x 7' 1"
STR Plate Pipe
Arches 10,527 5,419 15,946
TOTAL 34,569 17,716 52,285

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UTILITIES
Utility work at jurisdictional azeas aze as follows:
Culvert at station 33+52
There are three lines on the left side of the road; one 12" water line, one 4" gas line, and one 8"
sewer force main. On the right side of the road, one 6" water line is being installed, and the head
wall will be poured around an existing 12" sewer line. All new lines will be installed by
directional drilling. There will be no impacts to the stream or buffer area.
Culvert at station 105+21
At this station there is an existing culvert. Two lines are being installed on the left side of the
road, one 12" water line, and one 4" gas line. Both of these lines are being installed over the
culvert by trenching. All work will be behind the curb within the construction limits.
Culvert at station 135+27
At this station there is an existing culvert that is being extended. Two lines are being installed on
the left side of the road, one 12" water line, and one 4" gas line. Both of these lines aze being
installed by directional drilling, with no impacts to the stream or buffer.
FEDERALLY PROTECTED SPECIES
Plants and animals with Federal classifications of Endangered (E), Threatened (T), Proposed
Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Sections 7 and
9 of the Endangered Species Act (ESA) of 1973, as amended. As of January 29, 2003 the FWS
lists the following federally-protected species for Pitt County as shown in Table 3.
Table 3 Federall Protected S ecies for Pitt Coun
Scientific Name Common Name Status Habitat Biolo 'cal Conclusion
Elli do steinstansana Taz Rivers in ussel E Noe No Effect
Haliaeetus leucoce halus Bald ea le T Noe No Effect
Picoides borealis Red-cockaded wood ecker E Noe No Effect
Trichechus manatus West Indian Manatee E Noe No Effect
E - denotes endangered
T - denotes threatened
Surveys for the Tar River spinymussel (Elliptio steinstansana) and the dwarf wedgemussel
(Alasmidonta heterodon) were conducted for the proposed project by Alderman Environmental
Services, Inc. on September 26, 2003. The fmdings concluded that the stream habitat within the
project area is degraded with heavy sediment loading and stormwater runoff resulting in
inappropriate habitat for the Taz River spinymussel or the dwarf wedgemussel. The survey
results concurred with the No Effect biological conclusion documented in the EA.
INDIRECT CUMULATIVE IMPACT ANALYSIS
Existing rules for the 401 Water Quality Certification Program (15A NCAC 2H.0506(b)(4)
require that the DWQ determine that a project "does not result in cumulative impacts, based on
past or reasonably anticipated future impacts, that cause or will cause a violation of downstream
water quality standards."

NCDOT contracted with the Louis Berger Group, Inc. to conduct an Indirect and Cumulative
Effects (ICE) Analysis for the proposed project. The analysis was completed in November 2004.
The results of the analysis concluded that while the widening of Fire Tower Road (LJ-3613B) is
expected to reduce east-west travel times, provide increased capacity, and accommodate growth
that has already occurred along the Fire Tower Road corridor, the project taken by itself is not
likely to induce substantial development or land use changes. The U-3613B project was
determined to be a minor component of a series of proposed road projects and anticipated private
development projects that, when considered together, constitute a cumulative impact on the ICE
study azea. Copies of the ICE analysis have been provided to regulatory review agencies
involved in the approval process. Additional copies of the ICE report aze available upon request.
CULTURAL RESOURCES
Archaeolog~& Historical Structures: An archaeological survey was conducted within the area
of potential effect (APE) of this project by the Archaeological Section of the NCDOT. Based
upon the topographic setting, the project was determined to have a low probability of containing
prehistoric and early historic azchaeological sites. All potential sites date to the late 19~' or eazly
20~' century and represent domestic dwellings. None of these archaeological sites were
considered eligible for nomination to the National Register of Historic Places. The State Historic
Preservation Office (SHPO) concurred with the determination of each of these sites. The SHPO
concurrence letter is found in Appendix B in the EA.
A historic architectural survey of the APE of this project was conducted by the Historic
Architectural Resources section of the NCDOT. A Phase II survey of the APE identified eight
properties over fifty years of age including one late nineteenth-century dwelling, six early
twentieth-century dwellings, and one eazly twentieth-century fire tower. Of these eight
properties, none were determined to be eligible for the National Register of Historic Places. The
SHPO concurred with the determination of each of these sites. The SHPO concurrence letter is
found in Appendix B in the EA.
FEMA COMPLIANCE
Pitt County is currently a participant in the National Flood Insurance Regulatory Program. The
proposed stream crossings aze not located in any designated flood hazazd areas and will not
impact any 100-year floodplain limits.
WII~D AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the
list of study rivers (Public Law 90-542, as amended).
MITIGATION OPTIONS
The Corps of Engineers has adopted, through the Council on Environmental Quality (CEQ), a
wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing.
The purpose of this policy is to restore and maintain the chemical, biological, and physical
integrity of the Waters of the United States. Mitigation of wetland and surface water impacts has
been defined by the CEQ to include: avoiding impacts, minimizing impacts, rectifying impacts,

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reducing impacts over time and compensating for impacts (40 CFR 1508.20). Executive Order
11990 (Protection of Wetlands) and Department of Transportation Order 5660.1A (Preservation
of the Nations Wetlands), emphasize protection of the functions and values provided by
wetlands. These directives require that new construction in wetlands be avoided as much as
possible and that all practicable measures are taken to minimize or mitigate impacts to wetlands.
AVOIDANCE AND MINIMIZATION: 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, unavoidable jurisdictional impacts.
Avoidance measures were taken during the planning and NEPA compliance stages; minimization
measures were incorporated as part of the project design.
NCDOT's guidelines for Best Management Practices for the Protection of Surface Waters will be
enforced throughout the duration of the project construction. Because the project is located
within the Neuse River Basin, strict adherence to the Neuse River Riparian Buffer rules will
apply. M;nim;~.ation and avoidance measures that were taken to reduce impacts to streams and
the Neuse Buffers include the following:
1. The project consists of widening an existing facility therefore it will have less
surface water and riparian buffer impact than a project on new location.
2. The existing hydraulic structures will be retained and widened where
possible.
3. Disturbance of stream and buffers up and downstream of the project will be
,,,;n;m;red as much as possible.
4. The Neuse River Riparian Buffer Rules were followed in the design of the
project. Diffuse flow will be maintained in the riparian buffer by dispersing
concentrated flow and reestablishing vegetation. Grass swales and pre-
formed scour holes were utilized throughout the project to provide treatment
of runoff before it is discharge into receiving waters to reduce the stormwater
impacts.
The reinforced concrete box culvert proposed at station 33 + 52 - L (Site 1) will be buried one
foot below the streambed to allow for natural aquatic passage.
The extension of the existing structural plate aluminum pipe arches at station 135 + 24 - L (Site
2) will maintain normal stream flow and channel characteristics at the crossing by diverting low
flow into one of the pipe arches and keeping the pipe inverts buried below the stream bed.
COMPENSATION: The primary emphasis of compensatory mitigation is to reestablish a
condition that would have existed if the project were not built. As previously stated, mitigation
is limited to reasonable expenditures and practicable considerations related to highway operation.
Mitigation is generally accomplished through a combination of methods designed to replace
wetland functions and values lost as a result of construction of the project. These methods
consist of creation of new wetlands from uplands, borrow pits, and other non-wetland azeas;
restoration of wetlands; and enhancement of existing wetlands. Where such options may not be
available, or when existing wetlands and wetland-surface water complexes aze considered to be
important resources worthy of preservation, consideration is given to preservation as at least one
component of a compensatory mitigation proposal.

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FHWA STEP DOWN COMPLIANCE: All compensatory mitigation must be in compliance
with 23 CFR Part 777.9, "Mitigation of Impacts" that describes the actions that should be
followed to qualify for Federal-aid highway funding. This process is known as the FHWA "Step
Down" procedures:
1. Consideration must be given to mitigation within the right-of--way and should include
the enhancement of existing wetlands and the creation of new wetlands in the highway
median, borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of--way does not fully offset wetland losses,
compensatory mitigation may be conducted outside the right-of--way including
enhancement, creation, and preservation.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U.S. Army Corps of Engineers, Wilmington District (MOA)", it is
understood that the North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program (EEP), will assume responsibility for satisfying the Section
404 compensatory mitigation requirements for NCDOT projects that are listed in Exhibit 2 of the
subject MOA during the EEP transition period which ended on July 1, 2005.
Since the subject project is listed in Exhibit 2, the necessary compensatory mitigation to offset
unavoidable impacts to waters that are jurisdictional under the federal Clean Water Act will be
provided by the EEP. The offsetting mitigation will derive from an inventory of assets already in
existence within the same Ecoregion and the same 8-digit cataloging unit. We have avoided and
m;n;m;7ed the impacts to jurisdictional resources to the greatest extent possible as described
above. The remaining impacts to 2771inear feet of jurisdictional streams and 52,285 square feet
of riparian buffer will be compensated for by mitigation provided by the EEP program.
REGULATORY APPROVALS
Section 404: Application is hereby made to the Department of the Army for Section 404
Nationwide 14 and 33 permits for the above described activities.
Section 401: Application is hereby requesting a 401 Water Quality Certification from the
Division of Water Quality. We anticipate 401 General Water Quality Certification numbers
3404 and 3366 will apply to this project. All general conditions of the Water Quality
Certification will be met. In compliance with Section 143-215.3D(e) of the NCAC we will
provide $475.00 to act as payment for processing the Section 401 permit application previously
noted in this application (see Subject line). 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.
Neuse River Basin Buffer Authorization: NCDOT requests that the NC Division of Water
Quality review this application and issue a written approval for a Neuse River Riparian
Buffer Authorization.
We also anticipate that comments from the North Carolina Wildlife Resources Commission
(NCWRC) will be required prior to authorization by the Corps of Engineers. By copy of this

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letter and attachment, NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC
forward their comments to the Corps of Engineers.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Mr. Chris Underwood at csunderwood~~dot.state.nc.us or (919) 715-
1451.
Sincerely,
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'~~.:c~
1,_ Grego J. Thorpe, Ph.D., Environmental Management Director
'~ Project Development and Environmental Analysis Branch
Cc: W/attachment
Mr. John Hennessy, NCDWQ (5 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. C.E. Lassiter, P.E., Division 2 Engineer
Mr. Jay Johnson, Division 2 Environmental Officer
Cc: W/o attachments
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E., Programming and TII'
Mr. Art McMillan, P.E., Highway Design
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Michele James, PDEA Project Planning Engineer

Office Use Only• Form Version March OS
USACE Action ID No. DWQ No. 2 0 0 6 0 3 1 0
(If any particular item is not applicable to uus project, please enter ~~rvot t~ppncaoie or ivir~ .~
I. 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: NWP 14 and 33
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: NCDOT/ Proiect Develoament & Environmental Analysis Branch/ Greg Thorne
Mailing Address: 1548 Mail Service Center. Raleigh. NC 27699-1548
Telephone Number: 919-733-3141 Fax Number: 919-733-9794
E-mail Address:
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: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 13

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: Widening of SR 1708 (Fire Tower Road) from NC 11-903 (Memorial
Drive) to SR 1709 (Corey Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): U-3613B
3. Property Identification Number (Tax PIN):
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): US 264 E to Greenville,
continue east on US 264 BUS to NC 11-903 (Memorial Drivel, follow NC 11-903 south
to intersection with SR 1708 (Fire Tower Roadl (uroiects western terminus). Continue
east on SR 1708 (Fire Tower Road) to SR 1709 (Corey Road) (aroiects eastern
terminus .
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): 39° 36' S2" °N 28° 20' 77" °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Fork Swamn (Class C. Sw, NSW)
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt~//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: 3-lane. two-way road on 60.foot right-of--way
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used:
From NC 11-903 (Memorial Drive) to SR 1709 (Corev Road) -widen existing SR 1708
(Fire Tower Road) to a multi-lane facility. The proposed improvements will be
constructed on 100-foot right-of-way and includes twical sections of five-lane curb and
cutter as well as a four-lane. curb and gutter divided section. Typical roadway
construction eauipment (excavators. bull dozers, dump trucks, graders. etc.) will be
utilized.
11. Explain the purpose of the proposed work: To provide additional travel lanes to alleviate
current and future traffic congestion and improve safety along Fire Tower Road (SR 1708).
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. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The proiect was divided into three sections: Section A. from Davenport Road to NC 11-903
(Memorial Drive) Section B from NC 11-903 (Memorial Drive) to SR 1700 (Old Tar
Roadl, and Section C, from SR 1700. (Old Tar Road) to SR 1709 (Corev Road). Section A
is currently unfunded. and is scheduled for construction in Post Years, therefore this
permit request is for construction activities for sections B and C.
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)
Page ? of 13

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.
1. Provide a written description of the proposed impacts: 277 linear feet of perennial stream
impacts due to culvert replacements and extensions; 147 feet of temporary stream
impact to allow for dewatering of the site during construction and stream relocation. No
jurisdictional wetlands are located in the project
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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
No Impacts

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 he included. To calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
perennial o Average Impact Area of
Number Stream Name Type of Impact ~
Intermittent Stream Width Length Impact
indicate on ma . Before Im act linear feet acres
1 iTT to Fork Swamp 1@10' x 8' RCBC Perennial 5 feet 196 0.02
Temp. -stream
1 LTT to Fork Swamp transition/ Perennial 5 feet 77 0.01
dewaterin
2 UT to Fork Swamp 2@11'x7' 1"pipe perennial 10 feet g 1 0.02
arch extension
2 UT to Fork Swamp Temp. - dewatering Perennial 10 feet 70 0.02
Total Stream Impact (by length and acreage) 424 0.07
Page 8 of 13

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. dred~in~. flooding. drainase. bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
No Impacts

Total Open Water Impact (acres)
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Impact (acres): 0.04 permanent impact
0.03 tem ora im act
Wetland Im act (acres : 0
en Water Im act (acres : 0
Total Impact to Waters of the U.S.
acres 0.07
Total Stream Impact (linear feet): 2771f permanent impact
1471f tem ora im act
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
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: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
Page 9 of 13

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.
Two stream impacts will occur due to culvert construction (site 11 and extension (site 21. With the
addition of lanes due to widening culvert improvements are unavoidable. Because the proiect
consists of widening and existing facilility the proiect will have less impact than a proiect on new
location The existing hydraulic structures have been retained and widened where feasible (site 21.
Disturbances of stream and buffers up and downstream of the proiect will be minimized as much as
possible The reinforced concrete box culvert (site 1) will be buried one foot below the streambed to
allow for natural aquatic life passage The extension of the pipe arches (site 21 will maintain
normal stream flow and channel characteristics by diverting low flow into one of the pipe arches
and keeping the pipe inverts buried below the stream channel.
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 maybe 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/strmgide.html.
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
Page 10 of 13

description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Proposed aermanent stream impacts eaual 277 feet for the crossings of two unnamed
tributaries of Swamp Fork The North Carolina Department of Environment and
Natural Resources Ecosvstem Enhancement Pronram (EEP) will provide the
compensatory mitigation reauired for this proiect.
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
[phone] 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/wrp/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): 2771f
Amount of buffer mitigation requested (square feet): 34.569 sf Zone I: 17.716 sf Zone II
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) 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.
Page 11 of 13

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .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
s ogre feet Multiplier Required
Miti ation
1 34,569 3 (2 for Catawba) 103,707
2 17,716 1.5 26,574
Total 52,285 130,281
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
XI.
XII.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The North Carolina Department of
Environment and .Natural Resources Ecosystem Enhancement Program (EEPI will
provide the compensatory mitigation required for this proiect.
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.
The Meuse River Riparian Buffer rules for stormwater management requirements were
followed in the design of the proiect (see attached stormwater management plan). Diffuse
flow will be maintained in the riparian buffer by disbursing concentrated flows and re-
establishing vegetation. Grass swales and pre-formed scour holes will be utilized
throughout the project to provide treatment of runoff before it is discharged into receiving
waters.
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
Page 12 of 13

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 anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

A plicantlAgent's Signature ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

..-
o stem
E a ement
PROGRAM
November 7, 2005
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
R~~vD
NOV ~ 2005
DllflSlla~~ GF ldi~h'~'AYS
PDEA-0FFN;EOF ir`Ai'JFIAAtE1i~IIROPII~EM
U-3613B, Widening of SR 1708 (Fire Tower Road) from NC 11/903
(Memorial Drive) to SR 1709 (Corey Road) in Greenville, Pitt County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the compensatory stream mitigation and buffer mitigation for the subject
project. Based on the information supplied by you in a letter dated October 26, 2005 (received
November 1, 2005), the impacts are located in CU 03020202 of the Neuse River Basin in the
Northern Inner Coastal Plain (NICP) Eco-Region, and are as follows:
Stream: 277 feet
Zone 1 Buffer: 34,569 square feet
Zone 2 Buffer: 17,716 square feet
The NCDOT estimated buffer impacts in the 7-yeaz Impact Projection Database
submitted to EEP in May 2005. The buffer mitigation required for the NCDOT's impact
projections was incorporated into EEP's biennial budget that was submitted to the
NCDOT for approval in June 2005. However, EEP intends to continue managing all of
the NCDOT's buffer mitigation requests and approvals through the In-Lieu Fee (ILF)
Program's Buffer Fund. Any buffer impact associated with projects located in the Neuse,
Taz-Pamlico, and portions of the Catawba and Cape Fear River Basins aze automatic
acceptances by the EEP, per the agreement with the NCDWQ.
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon
receipt of the NCDWQ's Buffer Certification, the NCDOT will provide the EEP a copy
of the Certification along with a letter verifying the buffer impact/mitigation amounts and
RP.StDY ~ ... ~ ~ ... P~OtP.Gt ~~ OGffr St'G{,;F"P~ NCDENR
North Carolina Ecos ste~ ancement Pro ram,1652 Mail Service Center, Rale- igh NC 27699-1651 / 919-715-0476 / www nceep.net
Y S

s
requesting a fund transfer to provide the required compensation. The EEP will transfer
funds from the MOA Account (Fund 2984) into the ILF Buffer Mitigation Fund (Fund
2982).
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The compensatory stream mitigation for the subject
project will be provided in accordance with this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~~
William D. Gilmore, P.E.
EEP Director
cc: Mr. William Wescott, USACE-Washington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: U-3613B

.F.~o stem
h
....~~ ~ ~ [. _E Eft e~~;:~ ~~~tt
a _ _a
PROGRAM
November 7, 2005
Mr. William Wescott
U. S. Army Corps of Engineers
Washington Regulatory Field Office
P. O. Box 1000
Washington, North Carolina 27889-1000
Dear Mr. Wescott:
Subject: EEP Mitigation Acceptance Letter:
U-3613B, Widening of SR 1708 (Fire Tower Road) from NC
11/903 (Memorial Drive) to SR 1709 (Corey Road) in Greenville;
Neuse River Basin (Cataloging Unit 03020202); Northern Inner
Coastal Plain (NICP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream mitigation and buffer mitigation
for the unavoidable impacts associated with the above referenced project. As indicated in
the NCDOT's mitigation request letter dated October 26, 2005, the project will impact
277 feet of stream.
Also, this project will impact buffers located in CU 03020202 of the Neuse River
Basin. The total buffer impacts are 34,569 square feet in Zone 1 and 17,716 square feet
in Zone 2. The NCDOT estimated buffer impacts in the 7-year Impact Projection
Database submitted to EEP in May 2005. The buffer mitigation required for the
NCDOT's impact projections was incorporated into EEP's biennial budget that was
approved in June 2005 by the NCDOT. However, EEP intends to continue managing all
of the NCDOT's buffer mitigation requests and approvals through the In-Lieu Fee (ILF)
Program's Buffer Fund. Any buffer impact associated with projects located in the Neuse
and Tar-Pamlico River Basins, and portions of the Cape Fear and Catawba River Basins
are automatic acceptances by the EEP, per the agreement with the NCDWQ.
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon
receipt of the NCDWQ's Buffer Certification, the NCDOT will provide the EEP a copy
of the Certification along with a letter verifying the buffer impact/mitigation amounts and
North Carolina EcosystemFEnhancement Program,1652 Mai! Service [enter, Raleigh, NC 27699-1652 / 419-115-0416 / www.nceep.net

. ,
STORMWATER MANAGEMENT PLAN
U-3613B, State Project 8.2220901 Date:l/24/02
Pitt County Revised 5/11/OS
Hydraulics Project Engineer: Andrew Nottingham, PE Revised 7/25/05
ROADWAY DESCRIPTION
The project involves the widening of SR 1708 (Firetower Road) in Pitt County from NC
11-903 to SR 1709 (Corey Road). The overall length of the project is 2.65 miles. The
existing 36-foot paved road is a three-lane road with two 12-foot travel lanes and one 12-
foot center turn lane. The first half of the project (from NC 11-983 to SR 1700). will be a
five-lane undivided, 72-foot face to face, curb and gutter section. The second half of the
project (from SR 1700 to SR 1709 Corey rd.) will be a four-lane divided, 72-foot face to
face, curb and gutter section with a 16-foot raised. grass median. The project ties into the
existing five-lane curb and gutter section just east of Corey Road. All sections include
14-foot outside lanes to accommodate bicycle travel and sidewalks on both sides of the
road. There will be one new box culvert and one extension of a pipe arch.
ENVIRONMENTAL DESCRIPTION
This project is located in the Neuse River Basin. There are three stream crossings on this
project, which aze all classified as Class C SW and NSW. The first is a western tributary
to Fork Swamp. Approximately 130 feet of stream relocation is associated with this
crossing. The second is Fork Swamp and the third is an eastern_tributary to Fork Swamp.
Neuse River Buffer impacts will occur at each of these crossings due to the project.
There will be approximately 277 linear feet of permanent stream impact and
approximately 1471ineaz feet of temporary stream impact due to this project. No
wetlands will be impacted by the proposed project.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Best Management Practices (BMPs) and measures used on the project to reduce the
stormwater impacts are grass swales and preformed scour holes. Also the inverts of all
new culverts will be buried 1 foot below the stream bed and multiple cell culverts.will
maintain the normal stream flow and channel characteristics.
The following summarizes where the BMPs will be used on the project:
GRASS SWALES
The north side of the roadway between stations 25+70 -L- and 32+45 -L-
The north side of the roadway between stations 35+35 -L- and 48+50 -L-
The north side of the roadway between stations 92+55 -L- and 104+75 -L-
The north side of the roadway between stations 106+16 -L- and 108+22 -L-
The south side of the roadway between stations 105+68 -L- and 107+25 -L-
The north side of the roadway between stations 129+00 -L- and 134+80 -L-

PREFORMED SCOUR HOLES
The south side of the roadway at station 102+50 -L-
The north side of the roadway at station 136+60 -L-
STREAM RELOCATIONS
Station 33+50 -L- to station 34+60 -L-. Stream enhancement techniques will be
used in lieu of natural stream design due to the minor length involved and urban/farm
ditch nature of the stream.
CULVERTS
Station 33+52 -L- (western tributary to Fork Swamp) the existing 96-inch comzgated
metal pipe (cmp) will be replaced with a 10 foot by 8-foot reinforced concrete box
culvert buried one foot below the stream bed.
Station 105+20 -L- (Fork Swamp) the existing bridge was replaced with a triple 8
foot by 7 foot reinforced concrete box culvert buried one foot below the stream bed at
its existing location under TIP Project B-3502. This culvert will be retained on .
project U-3613B.
Station 135+24 -L- (eastern tributary to Fork Swamp) the existing two at 11 foot 5
inch by 7 foot 1 inch structural plate aluminum pipe arches will be retained and
extended to meet the fill slopes. The normal stream flow and channel characteristics
will be maintained at the crossing by diverting low flow into one of the pipe arches
and keeping the pipe inverts buried below the stream bed.

FINAL MINUTES OF INTERAGENCY PERMIT DRAWING
REVIEW MEETING FOR PROJECT U-3613B PITT COUNTY
Held on 4/20/05
Team Members: Andrew Nottingham NCDOT Hydraulics (Present)
Bill Biddlecome USACOE (Present)
Nikki Thomson NCDWQ (Absent)
Gary Jordan USFWS (Absent)
Travis Wilson NCWRC (Absent)
Chris Militscher EPA (Absent)
Chris Underwood NCDOT PDEA (Present)
James Speer NCDOT Roadway Design (Present)
Ed Eatmon Division 2 (Absent)
Rob Ayers FHWA (Absent)
Eric Midkiff PDEA (Absent)
Participants: Marc Shown NCDOT Hydraulics
Charles Hunt NCDOT Structures Design
Danny Gardner NCDOT Roadway Design
Beth Reed Kimley-Horn
Mark laugisch Roadside Environmental Unit
DOT began the meeting at approximately 10:30 A.M. It was noted that the fast meeting
had run over time and that the meeting prior to this one had to be moved to another
conference room and was expected to run late as well. All of the agency representatives
except for the USACOE were still in the previous meeting. Since the previous meeting
was expected to run way over time it was decided to proceed with this meeting to let the
USACOE comment on the drawings and schedule another meeting for the other agencies
to comment.
DOT gave a brief background on the project. It was noted the project had been delayed
for several years by a lawsuit over the type of typical section.
The storm water management plan was then reviewed. It was noted that on the second
page under the culverts section that TIP project B-3502 is now complete and not under
construction.
The permit drawings were then reviewed.
Site 1 of the wetland and stream impact permit was reviewed first. DOT noted that the
existing 96 inch pipe would be replaced with a new 10' x 8' RCBC. DOT noted that since
the Hydraulic design review meeting the tributary on the north west side of the culvert
crossing had been determined not to be a stream by the regional DWQ office. The

rt
USACOE concurred with this determination. DOT noted that approximately 110 feet of
stream on the north side of the culvert would be relocated. Due to the short length of
relocation natural stream design mitigation was not pursued at this site. Temporary
stream impacts are shown to allow for dewatering of the site during construction of the.
culvert and stream relocation. USACOE ask how the culvert would be constructed. It
was noted that the contractor would most likely use impervious dykes with a raised pipe
above the streambed to divert the flow through while building the culvert.
Site 2 of the wetland and stream impact permit was reviewed next. DOT noted that the
existing 2 @ 11'-5" x 7'-1"pipe arches would be retained and extended on the inlet and
outlet ends. The normal stream flow will be diverted through one of the pipe arches as
shown on the plans. Temporary stream impacts are shown for dewatering the site during
construction.
General comments:
The USACOE thinks the permit can be done under a nationwide permit with mitigation
required for the stream impact.
Buffer permits will need to be reviewed by DWQ.

FINAL MINUTES OF INTERAGENCY SECOND PERMIT
DRAWING REVIEW MEETING FOR PROJECT U-3613B PITT
COUNTY
Held on 5/11/OS
Team Members: Andrew Nottingham
Bill Biddlecome
Nikki Thomson
Gary Jordan
Travis Wilson
Chris Militscher
Chris Underwood
James Speer
Ed Eatmon
Rob Ayers
Eric Midkiff
Participants: Marc Shown
Danny Gardner
Brian Wrenn
Polly Lespinasse
NCDOT Hydraulics (Present)
USACOE (Absent)
NCDWQ (Absent)
USFWS (Absent)
NCWRC (Present)
EPA (Present)
NCDOT PDEA (Present)
NCDOT Roadway Design (Present)
Division 2 (Absent)
FHWA (Absent)
PDEA (Absent)
NCDOT Hydraulics
NCDOT Roadway Design
NCDWQ
NCDWQ
DOT began the meeting at approximately 1:OOpm. 'DOT noted that this meeting was a
make up meeting for those who missed the first permit drawing review meeting held on
4/20/05 due to the R-2245 meeting Winning overtime. DOT gave a brief overview of the
project history and the USACOE comments from the first meeting held on 4/20/05.
Site 1
NCWRC questioned why the proposed 10' X 8' RCBC was not aligned with the main
channel. DOT noted that the culvert was aligned to accommodate the flow coming into
the culvert from three different directions.
DWQ asked about the drainage from the existing 42" pipe left of station 32+00 -L- that
will be discharging into a new grass Swale through the buffer left of station 33+00 -L-.
They noted that since DOT was proposing a new conveyance (grass Swale) through the
buffer that the drainage from the 42" pipe would have to be treated prior to discharging
through the buffer. DOT noted that they had been allowed to bypass offsite drainage
through the buffer on past projects. DWQ noted they would check into this issue.
DWQ noted that the grass swale from left of station 35+00 -L- to left of station 47+50 -L-
had adrainage area of 19.3 acres but only had a length of 1240 feet which was less than
the 1930 feet length required. DOT noted that the grass Swale was as long as they could

make it based on site conditions. DOT noted that they had looked as using two parallel
ditches side by side at this location but did not feel that it was practical to do this
considering the amount of extra right of way that would be required to do this. DOT
noted that the only other alternative would be to pipe the offsite drainage on the south
side of the road straight to the culvert at station 33+50 -L-. DOT noted that even though
the proposed grass swale was not adequate in length based on DWQ guidelines that they
thought it might still be better to drain all the water through the grass swale rather than
bypass approximately 7 acres of it straight to the creek. DWQ noted that they would
check and see how they want to proceed with this issue.
Site 2
No comments
Site 3
EPA questioned what the note meant left of station 137+50 -L- next to the preformed
scour hole (PSH) that said "do not disturb parking lot" since no parking lot was shown on
the plans. DOT noted that even though there was not a parking lot shown on the plans
that there was one there and that it was very close to the PSH.
DWQ noted that grass Swale length from left of station 129+00 -L- to left of station
135+50 -L- was not long enough for the drainage area shown. DOT noted that due to
site conditions it was not possible to make the grass Swale any longer. DOT noted that
they could look at piping some of the off site drainage straight to the culvert at station
135+15-L- in order to reduce the drainage area and make the grass swale length adequate.
DWQ noted that they would check and see how they want to proceed with this issue.
General comments:
A request was made to turn off the cross-hatching for pavement removal on the permit
drawings to avoid mistaking it as an environmental impact.
POST MEETING ACTIVITIES
In order to resolve the buffer issues concerning offsite drainage noted above a meeting
was held on 7/01/05 between DWQ and DOT with the following in attendance:
Andrew Nottingham
David Chang
David Henderson
Chris Rivenbark
Chris Underwood
Marc Shown
Brian Wrenn
Christina Breen
John Hennessy
NCDOT Hydraulics
NCDOT Hydraulics
NCDOT Hydrauiics
NCDOT NEU
NCDOT NEU
NCDOT Hydraulics
NCDWQ
NCDWQ
NCDWQ

The meeting began at 8:OOam. The issues discussed and decisions made were as follows:
Site 1
The existing 42" pipe left of station 32+00 -L- that will be discharging into a new grass
Swale through the buffer left of station 3 3+00 -L- was discussed first. Presently the
existing 42" pipe drains into an existing ditch off the highway right of way. This ditch
then flows into the highway right of way and-into the highway roadside ditch, which then
flows through the buffer to the stream. Due to the widening of the road the existing
roadside ditch through the buffer will be eliminated (covered up and filled). DOT's plan
proposes to provide a grass Swale roadside ditch to replace the old roadside ditch to
convey the drainage from the existing 42" pipe to the stream. DWQ noted that this would
be considered a new drainage ditch through the riparian buffer and would not be allowed
unless the drainage has been treated prior to dischazging through the buffer. DOT noted
that due to the large drainage area draining from the 42" pipe it was not practical or even
possible to treat this drainage. DOT noted that they had been allowed to bypass offsite
drainage through the buffer on past projects. DOT showed where this had been done on a
bridge replacement project on this same road (site 2 azound station 105+50 -L-). At this
location the offsite drainage from subdivision had been piped in a 30" pipe directly to the
new culvert. After some discussion DWQ decided that it would be allowable for DOT to
pipe offsite drainage "within the roadway facility" to the culvert carrying the buffer
stream. DWQ noted that since the new conveyance is through the roadway facility and
not through the riparian buffer it would be considered allowable. It was decided that
DOT would pipe the offsite drainage from the existing 42" pipe and ditch under the
new roadway and into the new proposed culvert at station 33+50 -L-.
The grass Swale from left of station 35+00 -L- to left of station 47+50-L- was discussed next. The grass
Swale is proposed to have a drainage area of 19.3 acres but will only have a length of 1240 feet, which will
be less than the 1930 feet length required. DWQ agreed that two parallel grass swales would not be
practicable. DWQ agreed that piping the offsite drainage from the south side of the road to the culvert at
station 33+50 -L- would be allowable since the new conveyance is through the roadway facility and not
through the buffer. DWQ noted that outleting the pipe in the side of the culvert was good way to dissipate
energy inside the culvert and not in the stream. It was decided that DOT would pipe the offsite drainage
on the south side of the road in a system under the roadway shoulder into the side of the culvert
located at station 33+50 -L-. This will allow the grass Swale on the north side of the road to have
adequate length to treat the roadway drainage and the offsite drainage on the north side of the road draining
to it.
Site 3
The grass swale from left of station 129+00 -L- to left of station 135+50 -L- was
discussed next. As noted before the grass swale length was not long enough for the
drainage azea shown. Again DWQ noted that as long as the offsite drainage is piped
through the roadway facility to the stream and not through the buffer it would be
allowable. It was decided that DOT would look at redesigning the drainage system
such that offsite drainage causing the grass Swale length to be inadequate would be
piped through the roadway facility to the existing culvert located at station 135+15 -
L-. This will allow the grass swale to have adequate length to treat the roadway drainage
and some of the offsite drainage.

DOT has since redesigned the roadway drainage such that the off site drainage on the
south side of the road and some of the offsite drainage on the north side of the road will
be piped under the roadway shoulders and into the side of the culvert located at station
135+15 -L-.
DWQ also asked if the PSH left of station 137+50 -L- could be moved to avoid the
impact to the buffer, which would avoid having to get a minor variance. DOT noted that
the buffer at this location is a maintained grass lawn and they think there is a minimum
amount of parking available for the property now and that the new road will further
reduce the amount of parking. DOT will check to see if the PSH could be moved or
the impact avoided without causing a hardship to the property owner due to the loss
of parking.
DOT has determined that the PSH can be constructed in its proposed location without
impacting the buffer zone.
Site 2
DOT noted that a small amount of offsite drainage is proposed to be piped from station
107+75 -L- right to the stream located at station 105+00 -L- in order for the grass swale
from station 105+50 to 107+15 -L- right to have adequate length. Again DWQ noted that
as long as the offsite drainage is piped through the roadway facility to the stream and not
through the buffer it would be allowable. It was decide that DOT would pipe this off
site drainage under the roadway shoulder and into the side of the existing culvert
located ~at station 105+00 -L-.
The meeting was adjourned at approximately 9:00 am.

SUBJECT: Minutes from Inter-agency hydraulic design review meeting (1-24-02)
U3613 B &C - SR 1702 (Firetower Road) from NC 11/903 to
SR 1709 (Corey Road), Pitt County
TEAM MEMBERS: Andrew Nottingham, NCDOT Hydraulics
Mike Bell, USACE-Washington
John Hennessy, NCDWQ
Tom McCartney, USFWS
David Cox, NCWRC
Alice Gordon, NCDOT - PD&EA
Mazc Shown, NCDOT Hydraulics
To open the meeting Andrew gave a general overview of the project and distributed copies of the
Stormwater Management Plan. He stated that there are three (maybe four) crossings. The team decided to
look at the crossings and not go through the red line plans sheet by sheet.
The first crossing discussed was the western tributary to Fork Swamp. On the west side of the
crossing the stormwater is being treated with a grassed Swale that is long enough to treat the entire drainage
area. Mike, John and David agreed with this design. On the eastern side of this crossing there was not
enough azea to get a length of grassed swale to treat the entire drainage area. Andrew displayed two
hydrographs showing that the urbanized area and roadway runoff would peak before the off-site runoff
from the undeveloped area and therefore the grassed Swale could treat the entire area. There was some
concern with this approach as to what would happen when the undeveloped area is developed. John
indicated that this approach had been discussed and that he needed to look at it and come up with a
formalized process for using the hydrographs. Andrew also presented the option of piping the urbanized
off-site runoff straight to the creek and treating the roadway and undeveloped off-site runoff with the
grassed swale. With this option the grassed Swale is long enough to treat the entire area coming to it.
Mike, John and David indicated that it would be preferable to put all of the runoff through the swale.
The second crossing is at Fork Swamp. Andrew showed the original design that used two wet
detention ponds to treat the runoff. It was decided not to use this plan due to development of the area
where the ponds were proposed. On the east side of this crossing a grassed Swale with enough length to
treat the runoff is proposed on both sides of the roadway. On the west side of this crossing the roadway
drainage will be treated with a grassed Swale on the north side of the roadway. Off-site drainage on the
south side will be piped to the floodplain and dispersed using a preformed scour hole. Mike, David and
John agreed with this design.
The third crossing is questionable as to whether it is actually a stream: It is shown on the soils
map and John indicated that if it was on the map DWQ would need to look at it and make a determination.
If it is a stream additional measures will need to be taken. Hydraulics will investigate and report in the
next meeting.
The fourth crossing is at an eastern tributary to Fork Swamp. Andrew indicated that at this site it
is proposed to extend two pipe arches with the low flow directed through a single arch. He also explained
that the original plan had used level spreaders as BMP's but there was a problem with backing water up in
the systems and into adjacent yazds. The revised design uses a grassed Swale on the north side of the west
approach to treat all of the runoff and a preformed scour hole to treat the runoff from the east. John, David
and Mike agreed with this design. John brought up the possibility of doing some stream mitigation
upstream of this crossing.
In general it was questioned as to why use curb and gutter on this project when swales were
needed to treat the runoff. Curb and gutter is being used because it is typical of an urban thoroughfare and
it is needed with the presence of sidewallcs.

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DIVISION OF HIGHWAYS
PITT COUNTY
PROJECT:3~96111 (U-3613B)
SR 1708 (FIRE TOWER RDJ FROM
WEST OF NC 11-903 TO EAST OF
SR 1709 (COREY RDJ
Q,um,~ or~w,~g l o~ I
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DIVISION ' OF HIGHWAI'S
PITT COU\TTY
PROJECT:B.?2?0901 (U-361~B)
~~ ~ ~ SR 1708 (F1RE, TOWER RD.> FROM
tivEST OF NC 11-90,1 TO EAST OF
SR 1709 (CORE7i" RD.)
PPrfii~ OrAw:KcS `a, o~ ia.
- SH(:ET OF 4 - ~ ` ~S

70' 3:1 NORMAL
100 YR, wS EL=67.27~~-
50 YR. WS EL=66.53
60' TB LT/RT~
NWS = 59.19
50'
~ STA. 33+52 -L-
I ~ 10' X 8' RCBC
SKEW = 80°
ELEV. = 68.4
3:1 NORMAL
70'
I
55.4' i /- 57.8' +/- I 60'
BED
SLOPE = 0.65%
CL BED ELEV. = 57.16'
50'
200 150 100 50 0 50 100 150
10 0
5 10
SCALE: t'= 10' VERT.
50 0
25 50
SCALE:I"= 50' HORIZ.
~~~~~~ ~Ap.®~~~~
SITE
200

I 70'
0'
50'
4 0'
RETAIN AND EXTEND
.~ STA. 135+24 -L-
STRUCTURAL PLATE
100 yr. WS EL. = 62.00' ALUMINUM
50 yr. WS EL. = 60.98' AR. SKEW = 115°
ELEV. = 61.97'
TB LT --- - i ~~
-- ~---_-___~ = I -------- ~
'+ - -I
TB RT 169 / 75 +/ I
0.0% - - L-
BED BED ELEV 51.9' 0.0%
NWS EL. = 53.23' SLOPE = 0.95%
200 150
10 0
5 50
SCALE:I"= 10' VERT.
50 0
25 50
SCALE: I'= 50' HORIZ.
100 50 0 50
SITE II
-VAR.
TB RT/LT
BED
100 150
200
7 0'
60' I
50' I
40'
Pe~M,~-~~~n5y o~ la

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
ac
Temp.
Fillln
Wetlands
ac
Excavation
in
Wetlands
ac
Mechanized
Clearing
in Wetlands
ac an
Clearing
in
Wetlands
ac
Permanent
SW
impacts
ac
Temp.
SW
impacts
ac Existing
Channel
Impacts
Permanent
ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1 Sta 33 + 52 -L- 1 10' x 8' RCBC 0.026 0.013 196 77

2 Sta 135 + 24 -L- 2 11'5" x 7'1"
STR PLATE PIPE ARC HES 0.023 0.014 81 70

TOTAL S: 0.049 0.027 277 147

NAMES AND ADDRESSES
PARCEL NO. NAMES
11 SDC PROPERTIES
13 INTERSTATE REALTY,. LLC
14 BOYS CLUB OF PITT COUNTY
~ JUDY WORTHINGTON 8< WALKER MCLAWHORN
8~ ELAINE WORTHINGTON GOLD
72 WILTON E. &
LENA J. EVANS
73 FLANDERS EQUITY CORP.
74 W. G. POLLARD, JR
ADDRESSES
102-8 EAST VICTORIA CT.
GREENVILLE, NC 27858
P.O. BOX 809
SMITHFIELD, NC 27577
P.O. BOX 20293
GREENVILLE, NC 27858
ADDRESS UNKNOWN
RR 13 BOX 196
GREENVILLE, NC 27858
P.O. BOX 1708
WASHINGTON, NC X7889
RR 2 BOX 42
WINTERVILLE, NC 28590
NCB®7C
DIVISION OF HIGHWAYS
PITT COUNTY
PROJECT:3~96L1.1 (U-3613B)
GREENVILLE
SR 1708 (FIRE TOWER RD) FROM
WEST OF NC 11-903 TO EAST OF
SR 1709 (COREY RD).
iEET OF ~ / ~ / 0.
Perm :t d.~,;,-na to o~ 1~.

Chris Murray on December 11, 1998. There are no jurisdictional wetlands located on the project.
Two streams (western and eastern tributaries to Fork Swamp) will be crossed by the project.
These tributaries were determined to be perennial, jurisdictional streams. Impacts are reported in
Table 1.
All project waters are located within the Neuse River Basin. The project crosses the western and
eastern tributaries of Fork Swamp which are located within USGS hydrologic unit code (HUC)
03020202. The best usage classification for each of these streams is class C, Sw, NSW.
The first site involves replacing an existing 96-inch corrugated metal pipe (CMP) with a 10 foot
by 8-foot reinforced concrete box culvert (RCBC) buried one foot below the stream bed.
Temporary stream impacts will occur to allow for dewatering of the site during construction of
the culvert and stream relocation.
The second site involves extending two existing 11 foot 5 inch by 7 foot 1 inch structural plate
aluminum pipe arches to meet the new fill slopes. The normal stream flow and channel
characteristics will be maintained at the crossing by diverting low flow into one of the pipe arches
and keeping the pipe inverts buried below the stream bed. Temporary stream impacts are
proposed to allow for dewatering of the site during construction.
Table 1. Stream Impacts for TIP Project U-3613B, Pitt County.
Site Station No. Structure Stream Stream Stream
(from/to) Size/ Type Impacts (If) Impacts (If) Name
Permanent Tem orar
1 33 + 52 - L 1 @ 10' x 8' RCBC 196 77 Ut 1 to
Fork
Swam
3 135 + 24 - L 2 @ 11' S" x 7' 1" 81 70 Ut 2 to
STR Plate Pipe Fork
Arches Swam
TOTAL 277 147
This project is located in the Neuse River Basin and is subject to the riparian buffer protection
rules for the Neuse River Basin (15A NCAC 2B. 0233). Buffer impacts associated with this
project total are reported in Table 2.
Table 2. Ri arian Buffer Impacts for TIP Project U-3613B, Pitt County.
Site Station No.
(from/to) Structure
Size/ T e Zone I
Im acts (ftZ) Zone II
Im acts (ft2) Total
(ftZ)
1 33 + 52 - L 1 @ 10' x 8' RCBC 15,908 5,386 21,294
2 105 + 22 - L 3 @ 8' x 7' RCBC 8,134 6,911 15,045
3 135 + 24 - L 2@ 11'5" x 7' 1"
STR Plate Pipe
Arches 10,527 5,419 15,946
TOTAL 34,569 17,716 52,285

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°~ REVISIONS
~ 05-02-05 RAV REVISION (DWG)
ADDED PARCEL 85C (COREY LEE SLT)TTI,PARCEL 850
IRANDDlPH JEFFpRlJ,PARCEL 85f fEAvARD GILBERTI,PARCf185F
' (ABBY 1NXONI,AND PARCEL 85G (FIR$T SOUTH BANK).
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LET1pd51 CMIRCw
OF OREENVUE
LS~J
SHEET 1 FOR ~ PROFILE
SEE SHEET Z6 FOR Y11- PROFILE
SEE SHEET T6 FOR Y14- PROFlIE
SEE SHEET 27 FOR Y13- PROFlIF

v
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/~,~,
4'
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~~~ -'
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Sce Sheet 1-B For Conventional Plon Sheet Symbols
See Sheet 1-C For Survev Control Sheet
~~
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P ~ 1 J"
~ ~- -1 - .~
~~°ATIE ®~ N®Ig~[`~][ C~I~®ILII~A
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~~ ~' ~ ~ ~ END PROJECT
`~ II-36136 a,~
~ ~- ` ~' f W
W s ~ y O~w1Y Miw~
Oww~~ O~rY -
BE~T-•~~ _
U~613B ~ ~ '~ "~~ / I ,~

~~ ~~ .~;
~~
prrr covx~
LOCATION; GREENVILLE - SR 1708 {FIRE TOWER ROAD) FROM WEST OF
NC I1--903 TO EAST OF SR 1709 (COREY RD).
TYPE OF WORK; GRADING, DRAINAGE, PAVING, CURS f~ GUTfER,
CULVERT, RETAINING WALLS, GUARDRAIL AND SIGNALS
0
N
V
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENVILLE AND WINTERVILLE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III,
rtm mn n0o67 raao 110 B6T T0~"~
...,.
•~• U-36136 1
ROn IMLIq R~nOIIO MIrf~Wl
34961.1.2 MMSTP 1708 PE
34961.2.2 STS-1706 3 BhV UTIL
34961.3.3 S1?-1708 CONST.

GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Preporeo to t~ atlte d: RYDRAL1LlCS RNGIIVESR ST ~ ~ ~~ C~ARAOyLAL!
DIVISION OF HIGHWAYS
30 25 D 50 100 ADT 2006 = 28,908 t0oo Dlrci 1llirr Dr., >R.I.+rM1 xc stato
ADT 2030 = 42,200 LENGTH ROADWAY TIP PROJECT U-3b13B =
i 7D~''r'"~AtO '~1C°'~"'!0°'a
PLANS DHV = 10 96 2,y~ m
,
TOTAL LENGTH OP TIP PROJECT U~6138 = 2.646 mi. ra
so 25 o so too D = 60 96 1EIGRT OF WAY J2AT6 PE
JAMES A
SPEER ~""~t°'` ld
: .
.

T = 3 96 '
JUNE 28
2002
"t0~ ~'~` _
ROAD
~
~

0
PROFILE ~HORIZONTAW , EIYGIlIBBR ~ T7KE11? OF TRANSPORTATION
V 50 MPH FEDERAL ffiGSWAY ADMINISTRATI
1o s o to 20 L877ING J3l18: DANNY GARDNER
rt
iua Asap
V ' TTST 196 DUAL 296 JUNE 20.2006 g
PROFILE (VERTICAL) is
arcau$aa: '""'0°®
nnzvav emm~smrax a+~

VICINITI' MAP I r~l

Note.• Nor to Scale
so.~ = s~af,~a v s„a:,~~,;~8 5°~'.~1"E ~~' P~T~FB°d']H[ ~.~~~1LIl~i.~
~3d~~~I~I*T ~~ Hb~~WA~ 5
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.•
State Una -•••
Counfy Una
Township Une
U
Ci
•-••°-
-
ly
ne
Reservation Une -
~ - • -
Property Une
Existing Iron Pin
Properly Comer -~
Property Monument
Parcel/Sequence Number ®s
Existing Fence Une -x -x-x-
Proposed Woven Wlro Fence - ~
Proposed Chain Unk Fence &
Proposed Barbed Wiro Fence -- -8--
Existing Wetland Boundary - - - -••- - - -
Proposed Wrtland Boundary •~
Existing Hph Qualify Wetland Boundary -- "° •~-
Existing Endangered Mimal Boundary w-
Exiating Endangered Plant Boundary ^^-
BUILDINGS AND OTHER CULTURE.•
Gas Pump Yent ar lYti sank Cap o
Sign
Welt °
Small Mine x
Foundation Q
Aroa Outline D
Cemetery 0
Building L~J
School
Church
Dam
HyDROZt~Gr
Siroam or Body of Water
Hydro, Pool or Reservoir r= __ J
River Bann Buffer - eea -
Flow Arrow E----
Disappearing Stream >-----
Spring p^••~,.--~
Swamp Marsh ~
Proposed lateral, Tail, Head Ditch ~
~~
False Sump ~
RAILROADS••
Standard Gauge ~,
RR Signal Milepost „~~, u
Switch O
RR Abandoned --- -~- -- -~
RR Dismantled -
RIGHT OF wAY
eoseline Control Point
Existing Right of Way Marker ~
Existing Right of Way Une -
Proposed Right of Way Une - ~-~--
Proposed Right of Woy Une with
Iron Pin and Cap Marker
Proposed Right of Way Une with
Concrete or Granite Marker
Existing Control of Access - -~;--
Proposed Control of Access - --®--
Existing Easement Une - -E--
Proposed Temporary Construction Easement- e
Proposed Temporary Drainage Easement- -me-
Proposed Permanent Droinage Easement - -roe-
Proposad PennanentUHlity Easement -rus-
ROADS AND REL4TTsD FEATURES.•
Existing Edgs of Pavement --
Existing Curb --
Proposed Slope Stakes Cut ---~---
Proposed Slope Stakes Fill - -- _v -- -
Propaed Wheel Chair Ramp
Curb Cut for Futuro Wheel Chair Ramp - cr
Existing Metal Guardrail
' ' '
Proposed Guardrail
Existing Cable Guideroil "
Proposed Cable Guideroil "
Equality Symbol
Pavement Removal
I~EGETATION.•
Single Tree Q
Single Shrub o
Hedge ...,,,„.~,,,,,,,,.,,,r
Woods line
Orchard 4 Q p E3
Vineyard m.w-a
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Cuhrort ~~~
Bridge Wing Wall, Head Wall and End Well - ~ ~~ ^^
MINOR:
Head and End Woll ~~ ^^
Pipe Culvert
Footbridge > ----~
Drainage Box: Cakh Basin, DI or 16 OC8
Paved Ditch Gutter -----
Siorm Sswer Manhole
Storm Sewer s
UTILI77ES••
POWER;
Existing Power Pole ~
Proposed Power Pole b
Existing kint Use Pole +
Proposed Joint Use Pole
Power Manhole
Power Une Tower
Power Transformer 8
USG Power Coble Hand Hole
H-Frame Pak ~
Recorded UG Power Une "
Designated UG Power Une (S.U.E.')
TELEPHONE:
Existing Telephone Pole +
Proposed Telephone Pole •~
Telephone Manhole 8
Telephone Booth ~
Telephone Pedestal ~
Telephone Cell Tower ,~,
USG Telephone Cable Hond Hole
Recorded USG Telephone Cable
Designated USG Telephone Cable (S.U.E.')- ----~----
Recorded L4G Telephone Conduit ~"
Designated U~G Telephone Conduit(S.U.E.'~- ----tt----
Reeorded USG Fiber Optia Cable " ~•-
Designated U~G Fiber Optia Cobb (S.U.E.'}• - - - -~ ~"- _ _ .
WATER:
Water Manhole 0
Water Meter o
Water Valve
..Water Hydrant 4
Recorded USG Water Una
Duignated U~ Water Una (S.U.E.")-- - - - -•- - - -
Above Ground Water Une ~~~ ^m~
N:
N Satellite Diah ~
N Pedestal
N Tower
USG N Cable Hand Hole
Recorded U~ N Cable ~•
Designated U~G N Cable (S.U.E.') ----~•----
Rewrded USG Fiber Optic Cable -~• ~^-
Designated USG Fiber Optic Cable (S.U.E.'}- ----^ro---
GAS;
Gas Yahro 0
Gas Meter
Recorded USG Gas Une
Designated USG Gas Une (S.U.E.') ----•----
Above Ground Gas Une "` `°`
SANRARY SEWER;
Santary Sewer Manhole
Sanitary Sewer Cleanout p
USG Sanitary Sewer Une
Above Ground Sanitary Sewer ~re ~~,Q, :..K
Rewrded SS Forced Main Une ~$-
Designated SS Forced Main Une (S.U.E!) - - - - -~,- - - -
MISCEUANEOUS;
Utility Pole ~
Utiliy Pole with Base p
UNliy located Object o
Udlily TrafFic Signal Box
Utlllfy UnlmaWn lJ't7 floe -m~-
U~G Tank; Water, Gas, Oil
AG Tank; Water, Gas, Oil 0
USG Test Hole (S.U.E.7 ~
Abandoned Auording to Utility Records - MNR
End of Information E.0.1.

oAKMNAL GROUNT)
T
~I
v'al oaaNU cAaIND
10'
~ VAR.
e. , ~~
OAADE Ta TNBi ue
10'
2'
5' ~
T ~
.~
6" i•-
S
GARDE m TNn m
4 SURVEY
~ ~
- EXISTING

E3 ~ d
/~M
~
C3
~
3 D2 ~
~~~
U `~
3' 2T~n
MIN. MIN. Z~n
MIN. 3'
Detail Showing Method Of Wedging "~"'
~ -L- SR 1708
I (FIRETOWER RD.)
52' F-F 10'
316' VAR. 2
I 4 5, 5,
w C2 rolNr I ~ w ~ D1 R2 T
~ ~~
----~- --
~
11" ~ 11" 6"
~ ~ •s
GBAx to n+O uNE
TYPICAL SECTION N0.1
-L- SR 1708 ~FIRETOWER RD.)
84' F-F 10'
30' 1 50' 2
~ 1.5' 5'
~ GRADE W C1 R2
`,OSg .02, ~,gg
y - - - - -
11" -t----- - -
--- - -
--- -
--
LM
U
U ~ T
S
GRADE To THIS uNE
TYPICAL SECTION N0.2
~ wRVEY
__
naxr RDSieue HD. RHee No.
U-36r3B 2
ROADWAY DEYON MYCMRNf DtlIQN
NGNlB! BJG1.4£R
OAKYNAI GROUND
3~
NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION N0.1
~ sTa 1z+oo.oo TO STA. 13+10.00
USE TYPICAL SECTION N0.1
-L- STA. 13+10.00 TO STA. 14+50.00
'-L- STA. 14+50.00 TO STA. 16+10.70
oRKMNU GROUND
USE. TYPICAL SECTION N0.2
-4- STA.17+25.00 TO STA. 19+00.00
PAVEMENT SCHEDULE
C1 CE COURSE TYPE BO.BB,
QURyA
NCPE E
O
~
AT
p
T Ei '6
E DURBE, TYPE B28.OB,
AE
B
8
R R4 8" CONCRETE MONOLITHIC IBLANO
D
S
EAAOE R
AT
AN
E OF
LBB
1eB 0
B
PER
OF 46
AT AN AVE
RAOE AATE

~Q PROP. APPAO%. 8" ASPHALT CONCRETE SURFACE COURSE TYPE 60.88,
AT AN AVERAGE RATE OF 188 L88. PER BO. Y0. SN EACH OF TND
E2 PROP. APPAOX B" ASPHALT CONCRETE BASE COURSE, TYPE 826.08,
S "
4 CONCRETE SIDEWALK.
LAYERB~ AT AN AVERAGE RATE OF 870 LBB. PER 80. YD.
PROP. VAR. DEPTH ASPHALT CDNCRETE SURFACE COURSE TYPE 80.88
h PROP. VAR. DEPTH ABPNALT CONCRETE BABE COURSE, TYPE B28.DB
YD
PEA 80
PEA 1"
b
C3 DEPTH, TD ~E
AT AN AVERAGE RATE OF 112 LBB. PEA 8D. YD. PEA 1 E3 .
.
AT AN AVERAGE MTE OF 114 LBB.
DEPTH. T
LAYERS NOT LE88 THAN 9 IN DEPTH OR GREAT
BE PU
EO I T EARTH IUTEAIAL.
PUCED IN UYEAS NOT TO E%CEED 1fy" IN OEPTN. Q
N
ER
THAN 8 IN DEPTH.
D1 PROP. APPROX. 21s" ABPNALT CONCRETE 1NTEAYEDIATE COURSE, R 1 1'•8" CONCRETE CURB-AND GUTTER. (f EXISTING PAVEMENT.
TYPE I10.OB, AT AN AVERAGE RATE OF 288 LBB. PER 8G. YD.
D2 PROP. APPAO%. 4" ABPNALT CONCRETE INTERYEOIATE COURSE, R2 2'•0' CONCRETE CURB AND GUTTER. W VARIABLE DEPTH ASPHALT PAVEMENT 1BEE STANDARD NEDGIND DETAILS)
TYPE I10.OB, AT AN AYEAAOE RATE OF 488 LBB. PER BD. Y0.
PROP. VAR. 0lPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D3 TYPE I1B.OB AT AN AVERAGE RATE OF 114 LBB. PER"B0. YD. PCR 1" R3 2'.0" VALLEY GUTTER
DEPTH TO B~ PLACED IN UYEAB NOT LE88 THAN 2k IN DEPTH OR
~
"
OREAT
A THAN 4
IN OEPTN.
NOTE; PAVEMENT EDGE SLOPES ARE 1;1 UNLESS BHDWN OTHERWISE.
Detail Showing Method of Wedging.

P
10'
2~
5' , 4.5'
-L- SR 1708 (FIRETOWER RD.)
G' F-F
10'
noseT ~e~ee No. !ND'.T No.
U-36138 2-A
NMDWAY DESIDN MVEM@R OFlIfiN
l1GIN®l @IGWBt
2
`025
ouG~NU GIOU1m
6"
10'
14` WiG. 2,
, 5' , 4 5
.02,
~11"
GEADE ro TH6 uNE E1
TYPICAL SECTION N0.3
-L- SR 1708 (FIRETOWER RD.)
72' F-F
14' ~ _ 12'
' _~_ 14'

OEIGWAL GIOUND C1 11~" 98.69
~ T $:~ C2 3" 89.58
`OZ C9 VAA. DEPTH 69.5B
'~ ~ ~ Err Dt 21~" I19.OB
S
USE TYPICAL SECTION N0
3 D2 4" I19.OB
.
-L- sra 19+00.00 TO STa 23+35.00 D3 VAR. DEPTH I19.08
'-lr STA. 19+00.00 TO STa 21+30.00 RT.
TRANSITION FROM TYPICAL SECTION N0
NOTE
3 TO TYPICAL SECTION N0
4 E1 e° B25.os
:
.
.
-lt STa 23+35.00 TO STa 29+35.00 E2 6" B26.OB
E3 VAR. DEPTH 826.OB
lOr R1 1'-8" CONC. CURB E; GUTTER
Z 14' WiG.R. R2 2'-S" CONC. CURB A DOTTER

'
' RS 2'-0" VALLEY DOTTER
4.5 5 "
R4 CONC. MONOLITHIC ISLAND
6
ouclEVU clouNO B CONC. BIDEWALK
R2 T 3'~ T EARTH MATERIAL
)25 ~ ~ ~ .02, ~
U EXISTING PAVEMENT
n I ~ n USE TYPICAL SECTION N0.4 W VAR DEPTH ABPH. PAVY'T
11 11~ 6 (SEE wEDDINO DETAIL)
' S -L- STa 29+3500 TO sra 45+50 00
U ~ -I.- STa 57+00.00 TO STa 86+65.00
VAR. 33' TO 54' -~ sra e9+66.92 TO sra 103+55.00
GRADE TO TNa uNE -L- STA. 111 +60.00 TO STa 120+20.00
TYPICAL SECTION N0.4 -L- sra 121+33.50 TO sra 135+12.50
-I.- STa 137+14.75 TO STA. 147+82.55
NOTE; TRANSRION FROM TYPICAL SECTION N0.4 TO EXISTING
-1r STA. 147+82.55 TO STa 151+70.00
NOTE; SEE PLAN SHEET 10,12, AND 13 FOR LEFT-0VER DESIGN
a
N
VAR.
baT - e'
2'
+81
5' n
olxlwu alouNo
~.)S.~~oR. ~ D1 ~
3:1 --'~
g T ~ fib"
E1
GLADE 10 111E ue
MEDUN DETAIL REVERSE FOR WESTBOUND TURN LANE
-L- Sia 17+70.00 TO STA. 22+50.00
-L- STa 77+27.33 TO STA. 81+00.00
'~ STA. 82+BS.00 TO STa Bb+65.00
'~: STA. 89+66.92 TO STa 90+26.93
~- STa 90+09.00 TO STa 93+39.00
'd- STA. 93+39.00 TO STa 95+45,00
~ STa 95+45.00 TO STA. 98+75.00
'-L- STa 99+75.00 TO STa 103+55.00
'-lr Sia 111+60.00 TO STa 115+40.00
•~,- STa 116+40.00 TO STA. 120+20.00
'-L- STa 121+33.50 TO STa 121+90.00
~- STa 121.+72,50 TO STa 115+02.50
'-L- STa 125+01.50 TO STa 117+02.50
d- STA. 117+01.50 TO STa 130+32.50
'~,- STa 131+32.50 TO STa 135+11.50
'~,- STa 137+29.75 TO STa 137+77.50
'-L- STA. 137+70.00 TO STa 145+15.00
-4- STa 146+25.00 TO STa 148+35.00

USE WITH TYPICAL SEC'T10N N0.4
'-L- STA. 97+50.00 TO STA. 98+50.00 RT
'-L- STa 115+50.00 i0 STa 111+50.00 LT
-L- STa 113+00.00 TO sra 126+00.00 LT
10'
14' WiO.R.
--~ 2'
2.5' S`
OpGINAL OIOUND
~ D ~ g:1
... 3:1
6" ~ ~ S oucNU olGU~
T
El
GLADE To TrIB TINE
USE WITH TYPICAL SECTION N0.4
-L- STA. 122+45.Q0 TO STa 124+60.00 RT
2'-6" C&G
50' 2' MONO.
4 ' CONC. ISLAND
-~ i n
~,~^ R=1'
N
50` 25' 30' 4' MONO.
TAPER CONC.ISLAN
4'-6" C&G
USE WITH TYPICAL 5ECT10N N0.4
-L- STa 90+00.00 MEDUN
-L-STa121+65.00 MEDWV
-L- STa 137+50.00 MEDUN
OEIGp~AL GEOUIEI " 16n~
S E1
GLADE TO THEI uNE J

i ~
~i N
i

ROllCI AlRI~ N0. !M![~ N0.
U-36r38 2-B
',OADWAY DEfgN MYENlIrt DBK.l1
BlGINla BWt181
C1 11~t" S8.6B
C2 3" S9.5B
I N0.5 C3 VAA. DEPTH 88.5B
TA. 49+82.00 D1 z1~° I~e.De
7A. 57+00.00
~~

GRADE TD THI$ UNE
N_
i.49
1.13
D2 4 I19.08
03 VAA. DEPTH I18.OB
E1 4" B2b.08
E2 5" B26.OB
E3 VAR. DEPTH 826.OB
R1 1'•B" CONC. CUAB 6 GUTTER
R2 2'•B" CONC. CUAB ~ GUTTER
R3 2'•D" YALLEY GUTTER
R4 5" CONC. NONOLITHIC ISLAND
S CONC. BIDEWALK
T EARTH NATEAIAL
U EXI8TIN8 PAVEMENT
W VAA DEPTH ASPH. PAVN'T
(SEE WEDOIND DETAILI
ON N0.6
P
O
d
O
0
Z
m
N
owe DIOUND
ITI'I~,AL ~Ct,ILViV IVV.O
-Y- (SR 1148)
I
10` 40' F-F 10'
2` 12' 11' 12' 1'
T "•-II~ ------- - ---- T
n
E1 11" ~ 11 ~ ~ b
GRADE To THIS uNE
TYPICAL SECTION N0.7
CEIDINAE QW~MD
3~~ ~L~
TA. 89+66.42
0 STA. 111+60.00
-v- ~~w iwTav.vv .0 STA. 121+33.50
-L- STA,135+12.50 TO STA. 137+29J5
'"-L- STA. 109+00,00 LT
USE TYPICAL SECTION N0.7
-Y- STA. 10+61.79 TO STA. 11+00.00
~ -L- SR 1708 (FIRETOWER RD,)
1A+ ~ni e e tA/

P
N
3'~
oudNU wouND
noun ulDieia 1a, meer No.
U-36138 2-C
~91GIN®! 1AYdAl~NT~~ GN
Y1- (NC 11)
10' 2' VAR. 36' - 44' 2I2' YAR. 48' - 36' 2' 10' ;px>1.Ir~n1ARy ;PLgxs
' DO NOT V9b::Fq" CgN8TgJ1G2lOR
' ouGWAI cAOUND Ct 111" 99.68
~ ~ I ~ ~ 3.1 C2 3" 69.58
-
~ _ - -
EXIST. EXIST,, x,02 C3 VAA. DEPTH B9.6B
' ---------- - - - -
-
-
- _J
I ----
--- -
~
--------~---
1 -- -------------- D1 21'2" I19.OB
"
6
"~~ 11 ~+6" T
11
U ~
11 D2 4" I19.OB
Ei U E1

GEADE TO THIS UNE GEADE TO THIS UNE 03 VAA. DEPTH I19.OB
TYPICAL SECTION N0.8
~ Y1- (NC 11)
11' ~ 11'
-~
-1' ' 1'
I
Q! Q C
---`---
U
llu .t, 2 --- u ----
El
OEADE TO THIS UNE
USE WITH TYPICAL SECTION N0.8
ONdNAI dlOUND
111 9~
0~ 02 EXIST.
-~--
~ 2 U
dIAOE TO THEi UNE
USE WITH TYPICAL SEC'iION N0.8
-Y1- STA. 19+10.00 TO STA. 23+00.00 MEDL4N Yt- STA. 19+43.35 TO STA. 22+08.35 LT.
~ YlA- WHRLEY DRIVE
I
10' S2' F-F 10'
2' 12' 12' ~ 12' 12' 2'
I
az w ~ ~ ~ w R2
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o DEKaNU ~~ Ei Ei
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V TYPICAL SECTION N0, 9
n
v t
E:1 4" B26.OB
USE TYPICAL SECTION- N0.8 E2 6" e25.oe
Yl- STA. 17+00.00 TO STA.17+41.29 LT. E3 VAR. DEPTH 826.08
-YI- STA. 17+00.00 TO STA. 17+49.83 Ri.
~-Yl- STA. 19+71.00 TO STA. 20+00.00 RT. R1 t'-8" CDNC. CURB ~ BUTTER
'NOTE; SEE PLANS FOR LOCATION OF CONCRETE ISLAND R2 2'•8" CONC. CURS E GUTTER
R3 2'•0" VALLEY OUTTEA
Y1- (NC 11) R4 5" CONC. MONOLITHIC ISLAND
S CONC. SIDEWALK
VAR. 12'-0'I $! T EAATH MATERIAL
~ U EXI8TIN0 PAVEMENT
PS W V SEE WEDO NO DETAILIT
---'EXIST. `02 44-3. r--------
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-Ylar STA. 10+.73,99 TO STA. 11+00.00

-_
~ IWACf D'.lEANC! N0. SX!!r N0.
U-3613B 2-D
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TYPICAL SECTION N0.9 E2 6" 825.98
USE TYPICAL SECTION N0.9
!~ Y2- STA. 10+67.37 TO SiA• 11+67.37 EB VAR. DEPTH B26.DB
I
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1'-8" CONC. CURB A GUTTER
A2 2'•8" CONC. CURB 6 GUTTER
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T EARTH MATERIAL
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~ Y6- SR 1700 (OLD TAR ROAD)
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- VAR VAR. 14' TO 36' VAR
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11 Y6- STA, 9+40.00 TO STA. 13+40.91

oa
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I ~
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I, ~ ~ NOTE: SEE PLANS FOR LOCATION OF CONCRETE ISLAND

N
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6' 14' 9' 14' 6'
2' 12' 9" 19" 12' 2'
AR.
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GRADE TO THIS LINE GRADE TO THIS UNE
TYPICAL SECTION N0.13
Y8- PINE BRANCHES CIRCLE
I
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TYPICAL SECTION. N0.14
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Y7- STA. 10+75.00 TO STA. 11+26.18
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NOTE: TRANSRION FROM EXISTING TO TYPICAL SECTION N0, 14
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NOTE: SEE PLANS FOR LOCATION OF CONCRETE ISLAND
rRaecr uroexe ra. ReeRr No.
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D3 VAR. DEPTH I19.OB
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R2 2'•8" CONC. CURB d GUTTER
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8 CONC. BIDENALK
T EARTH ARTERIAL
U EXIBTINO PAVEAENT
W VAR. DEPTH ABPH. PAVY'T

REVISIONS
N
n OT-243 R/w REVISION (ON6J
REVISED rEuPORARY CONSTAUCTx)N EASEYEA?,PERNANENr
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