20071774 Ver 1_Application_20071019

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STATE OF NORTH CAROLINA
DEPART7VIENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
LYNDO TIPPETT
SECRETARY
October 8, 2007
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patten Avenue, Room 208
Asheville, NC 28801-5006
071~~4
ATTN: Mr. Steve Lund
NCDOT Coordinator
Subject: Application for Individual Section 404 and 401 permits for R-2320G
for the proposed extension of US 52 from the existing intersection of NC
24-27-73, NC 138, and US 52 to the existing intersection of SR 1785
(Johns Road) and US 52 in Albemarle, Stanly County; NCDOT Division
10. Federal Project No. NHF-52(10), State Project No. 8:1680401;
TIP No. R-2320G. Debit $570.00 from WBS Element No. 34422.1.1
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to extend US 52.
The project begins along US 52 approximately 0.5 mile north of SR 1785 (Johns Road)
(southern terminus) and extends northward on new location and along existing NC 138 to
the intersection of NC 24-27-73, NC 138, and US 52 (northern terminus). Two typical
sections are identified for the proposed extension of US 52. At the northern project
terminus, afive-lane curb and gutter typical section is used along NC 138 south of the
intersection of NC 24-27-73 and existing US 52. A four-lane divided typical section is
used along the new location portion of the project anu'along existing US 52 at the
southern terminus. The length of the proposed US 52 Extension project is approximately
3.5 miles. Aright-of--way minimum width of 100 feet is needed for the five-lane typical
section, and a minimum width of 200 feet is needed for the four-lane typical section.
This application~ackage consists_of the cover letter, ENG Form 4345, North Carolina
Department of Environment and Natural Resources, Ecosystem Enhancement Program
(EEP) mitigation acceptance letter, US Fish & Wildlife Service (USFWS) Concurrence
letter, permit drawings, and roadway plan sheets.
MAILING ADDRESS: TELEPFioNE: 919-715-1334 or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG

Project Schedule: The Review Date and the Let Date for the project are April 1, 2008 and
May 20, 2008, respectively.
Purpose and Need: As identified in the EA, the purpose of the project is to connect two
sections of US 52 that are separated by approximately 0.25 mile of NC 24-27-73. The
proposed improvements eliminate turning movements between US 52 and NC 24-27-73
(an "offset intersection") that are required by the current separation. Other factors
contributing to the need of the project are increases in the capacity of the highway and
safety improvements for roadway users.
Summary of Permanent Impacts: Permanent impacts to jurisdictional areas of the
proposed project consist of a total of 9481inear feet of stream impacts and 0.19 acre of
surface water (pond) impact.
Summary of Temporary Impacts: Temporary impacts to jurisdictional areas of the
proposed project consist of a total of 0.03 acre of stream impacts.
Utility Impacts: There will be no jurisdictional resources impacted from utilities.
Summary of Miti ation: The project has been designed to avoid and minimize impacts to
jurisdictional areas throughout the NEPA and design processes. Compensatory
mitigation for the 9481inear feet of permanent impact to jurisdictional streams will be
provided by EEP.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was submitted by NCDOT on November 27, 2000
for R-2320G in compliance with the National Environmental Policy Act. The document
addressed the extension of US 52 from the existing intersection of NC 24-27-73, NC 138,
and US 52 to the existing intersection of SR 1785 (Johns Road) and US 52. 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 March 12,
2003 a FONSI was approved for R-2320G. 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,
R-2320G Individual Permit Application Page 2 of 9

(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.
RESOURCE STATUS
All project waters are located within the Yadkin-Pee Dee River Basin and within USGS
Hydrologic Unit 03040105.
Jurisdictional Status
Three (3) jurisdictional streams and one (1) surface water (pond) are located on the
project. Rock Creek (Stream Index No. 13-17-31-1-3-1) and the two unnamed tributaries
to Rock Creek are classified as C waters. Rock Creek is not included on the 2006 303(d)
list of impacted streams. Jurisdictional impacts are reported in Table 1.
Potential wetland communities were investigated pursuant to the 1987 Corps of
Engineers Wetland Delineation Manual. Jurisdictional determinations for wetlands and
streams were verified by Steve Lund of the U.S. Army Corps of Engineers on October 31,
2001. Pete Colwell of the N.C. Division of Water Quality (DWQ) and Mary Ellen
Haggard of the~N.C. Wildlife Resources Commission (WRC) also attended the field
review. There are no jurisdictional wetlands located on the project. ~ .
Table 1. Jurisdictional Impacts for TIP Project R-2324G, Stanly County.
Site Station No. Structure, Stream Pond Permanent Temporary
(fromlto) Size/ Type .Impacted Impacts .Stream Stream
(acres) Impacts nfl Impacts (ac)
1 -L- 94+00 to 95+25 Roadway fill pond 0.19 - -
2 -L- 118+00 to 3 @ 8'x 8'

120+50
RCBC Rock Creek 469 0.02
3 -L- 137+95 60" RCP UTC
eRk ck 414 < 0
01
r .
4 -Y4- 9+10 10'x 9' RCBC eRk ck
~C 65 0.01
r
Total 0.19 948 0.03
Impacts to Waters of the United States
Site ~ ermit Drawing Sheet 7 of 18) -L- 44+00 to 95+25:
To accommodate the new road and drainage features, the pond will be filled.
Permanent Impacts: 0.19 acre of surface water impact
Temporary Impacts: 0 acre
Site 2 Permit Drawing Sheet 9 of 18) -L- 118+00 to 120-+-50: .
An approximately 224-foot long, triple barrel 8' x 8' Reinforced Concrete Box Culvert
(RCBC) will be installed for the Rock Creek crossing. The orientation of the RCBC,
R-2320G Individual Permit Application Page 3 of 9

along with the inlet and outlet channels, was selected to allow for future extension of the
culvert in a straight line for unobstructed flow. The permanent impacts are due to the
filling of a portion of the existing stream channel, with the stream flow directed through
the RCBC and the adjacent 40-foot long inlet channel and 205-foot long outlet channel.
The temporary impacts are to the existing stream from tying in the inlet and outlet
channels.
Permanent Impacts: 4691inear feet of stream impact
Temporary Impacts: 0.02 acre of temporary stream impact
Site 3 Permit Drawing Sheet 11 of 18) -L- 137+95:
An approximately 320-foot long, 60" Reinforced Concrete Pipe (RCP) will be installed
for the crossing of an unnamed tributary to Rock Creek by both the new road and Service
Road 3. The RCP will convey water from the south side of the new road to the north side
of Service Road 3 as a single conveyance structure. The permanent impacts are from the
installation of the 60" RCP. The temporary impacts are to the existing stream during
RCP installation.
Permanent Impact: 4141inear feet of stream impact
Temporary Impact: <0.01 acre of temporary stream impact
Site 4 (Permit Drawing Sheet 13 of 18) -Y4- 9+10:
In order to connect Southside Road (SR 1906) to the project, an existing 60" Corrugated
Metal Pipe (CMP) located in an unnamed tributary to Rock Creek will be replaced with a
10' X 9' Reinforced Concrete Box Culvert (RCBC). The permanent impacts are due to
the filling of a portion of the existing stream channel and the installation of the RCBC.
The temporary impacts are to the existing stream during RCBC installation.
Permanent Impacts: 65 linear feet of stream impact
Temporary Impacts: 0.01 acre of temporary stream impact
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. The
current USFWS listing of federally protected species for Stanly County, dated May 5,
2007, is shown in Table 2.
Table 2. Federall Protected S ecies for Stanl Coun
~vmmon hfiame- --_ -- _~- ' ~ '

Bald ea le Haliaeetus leucoce halus Delisted* Not A licable
Schweinitz's
sunflower
Helianthus schweinitzii
Endangered May Effect, Not Likely
to Adversel Affect
* The bald eagle was delisted on August 8, 2007. Note that the current USFWS listing (dated May 5, 2007)
still lists the bald eagle as Threatened.
R-2320G Individual Permit Application Page 4 of 9

The bald eagle has been delisted as of August 8, 2007 from the Endangered Species Act.
The bald eagle will still be protected under the Bald and Golden Eagle Protection Act.
Within the project area, there is no suitable nesting habitat in the form of large trees with
a clear flight path to water. In addition, there are no water resources of sufficient size to
provide foraging habitat for the bald eagle within the project vicinity. Therefore, this
project will have No Effect on the bald eagle.
During the September 1999 surveys of suitable habitat for the Schweinitz's sunflower
within the proposed alignments, no specimens of the federally endangered plants were
identified; therefore a No Effect biological conclusion was included in the EA. However,
during subsequent field surveys in November 2003, Schweinitz's sunflower was
identified within the proposed construction limits of the preferred alternative. In March
2004, a field review of the alternative and the Schweinitz's sunflower population was
conducted with NCDOT biologist Karen Lynch, USFWS representative Marella Buncick,
and NCDOT Division 10 Environmental Officer Larry Thompson. As a result of the
meeting, the alternative was redesigned and shifted to avoid impact to the Schweinitz's~
sunflower. The Schweinitz's sunflower population was incorporated into the project
right-of--way (see Plan Sheet 6). NCDOT attempted, but was unable to acquire an
additiona150-foot radius around the Schweinitz's sunflower population due to the
landowner's denial. Because a small population of Schweinitz's sunflower was found
within the proposed right-of--way, the biological conclusion in the Environmental
Assessment was changed from "No Effect" to "May Affect, Not Likely to Adversely
Affect".
On August 28, 2007, NCDOT biologists conducted a survey of all areas of suitable
habitat along the project corridor. No populations of Schweinitz's sunflower were
observed, including the populations previously identified that were incorporated within
the project's right-of--way. A concurrence request letter, dated September 11, 2007, was
submitted to the USFWS. In a letter dated September 25, 2007, the USFWS concurred
with the "May Affect, Not Likely to Adversely Affect" biological conclusion for
Schweinitz's sunflower (letter attached).
INDIRECT AND 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
wifl--cause a violation of downstream water quality standards."
T'he Qualitative Indirect and Cumulative Effects (ICE) Assessment, dated March 22,
2005, is summarized below.
Consideration of Indirect Effects: This project will primarily assist local traffic
movements and not provide a high speed commuting corridor with new access to
undeveloped lands. Population growth and market demand for developable land in this
area is low. These conditions, as well as the lack of public utilities throughout the
R-2320G Individual Permit Application Page 5 of 9

majority of the GISA (Growth Impact Study Area), should limit the potential for land use
change as a result of TIP R-2320G. Most growth in Stanly County is still expected to
occur in the western portion of the county closer to Charlotte and I-485. Because TIP R-
2320G is only 3.0 miles in length and the speed limit is not proposed to substantially
change, travel times savings related to improved accessibility and mobility will be
relatively minor. Additionally, the project is not intended to serve any explicit economic
development purpose or a specific development.
Study Area Trends and information: Lake Tillery Water Supply Watershed-IV protected
area covers the southeast portion of the.growth impact study area. Within the WS-IV
protected area, development is limited to two dwelling units per acre or 24% built-upon
area. The Watershed Protection Ordinance of Stanly County requires a 35-foot vegetative
buffer along all perennial waters. There are no High Quality Waters, Outstanding
Resource Waters, or 303(d) impaired water bodies within the GISA.
Consideration of Cumulative Effects:' When combined with TIP R-2320A-F, the
widening of US 52 from US 74 to the southern terminus of TIP R-2320G, the two
projects may improve regional mobility and accessibility from Wadesboro to Albemarle.
Growth influence would mainly come in the form of commercial and industrial uses with
improved access to one of the major north-south routes (I-85) and east-west routes (US
74, soon to be I-74) in North Carolina. Cumulative effects could also result from TIP R-
2320G when it considered with TIP R-967, the widening of NC 24/27/73 to four lanes
from the western city limits of Locust to the western city limits of Albemarle. These two
projects combined may create development opportunities south of NC 24/27/73 for
commuters from the Albemarle area to I-485 and Charlotte. As the market for
development is slow, there are few other non-transportation projects (major
developments, planned public facilities/utilities, etc.) under construction or planned
within the GISA that could contribute to a higher level of potential cumulative effects
associated with TIP R-2320G.
Based on the findings and conclusions of this report as they relate to the low potential
for land use change and existing environmental conditions/regulations, any indirect and
cumulative effects resulting from TIP R-2320G have a low potential of impacting water
quality throughout the GISA.
The full report on the Indirect & Cumulative effects of R-2320-G is available at
NCDOT's Community Studies Unit.
CULTURAL RESOURCES
Archaeology & Historical Structures: On April 22, 1998, the SHPO indicated that there
are no known archaeological sites within the proposed project area. Based on the
SHPO's knowledge of the project area, it was determined that it was unlikely that any
archaeological resources which maybe eligible for inclusion in the National Register of
Historic Places would be affected by the project construction. Archaeological resource
survey work was conducted to determine if significant archaeological resources might be
disturbed. Therefore, the SHPO recommended that ~no archaeological investigation be
R-2320G Individual Permit Application Page 6 of 9

conducted in connection with this project. The SHPO concurrence letter is found in
Appendix 4 in the EA.
An historic architectural survey for structures listed in or eligible for listing in the
National Register of Historic Places was conducted in the project area. No properties in
the project area are listed in the National Register; however, two properties were
determined to be eligible: Rock Creek Park and Hatley Farm. On June 15, 2000,
representatives of the FHWA, SHPO, and NCDOT reviewed the impacts proposed to
Rock Creek Park and Hatley Farm and concurred that the Alternative 5 (the preferred and
designated alternative) had no effect on these properties. The concurrence form for the
assessment of effects is located in Appendix 4 in the EA. The shift in Alignment 5 to
avoid impacts to the Schweinitz's sunflower population did not alter the no effect
determination for these properties.
FEMA COMPLIANCE
Stanly County is currently a participant in the National Flood Insurance Regulatory
Program. The proposed stream crossings are not located in any detailed flood study or
flood hazard areas. The floodplain areas at the major stream crossings are wooded and
rural.
MITIGATION OPTIONS
The Army 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, 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 & 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, and minimization measures were incorporated as part of the project design.
The following site-specific measures were employed by NCDOT during design of this
project to avoid/minimize impacts to waters of the U.S.:
• Of the five alternatives presented in the EA, the alternative selected had the least
impact upon jurisdictional waters of the U.S. The preferred alternative avoided
impacts to wetlands and had the least extent of stream impact.
R-2320G Individual Permit Application Page 7 of 9

• In areas where stream crossings were unavoidable, the crossings were kept as close to
perpendicular as practicable with fill slopes of 2:1.
• The shoulder section design provides grassy swale treatment of the roadway runoff
throughout most of the project in order to provide treatment of runoff before its
discharge into receiving streams.
• Curb and gutter was utilized only where the project ties to existing NC 138 (Aquadale
Road), where curb and gutter was previously utilized.
• The Reinforced Concrete Box Culvert at Site 2 will be buried one foot below the
streambed to allow for natural aquatic passage. Sills will be placed in the barrels to
create a low flow channel and control the width of the channel at the inlet and outlet.
• The Reinforced Concrete Pipe at Site 3 will be buried one foot below the streambed
to allow for natural aquatic passage. Class 1 riprap will be placed along both banks of
the stream, extending 20 feet from the outlet to minimize bank erosion. No riprap
will be placed in the bottom of the channel.
• The proposed stream crossing at Site 4 occurs at an existing crossing. The existing
60" CMP will be replaced with a 9' X 10' RCBC to allow better hydraulic
connection. In addition, the current design speed has been maintained, rather than
increased, which allows for a shorter structure with reduced fill. Therefore, the
potential impacts to the stream have been minimized.
• The proposed alignment has been redesigned and shifted to avoid impacts to a
Schweinitz's sunflower population that was identified within the original alignment.
• Additionally, the Schweinitz's sunflower population was incorporated into the project
right-of--way.
• There is controlled-access on the majority of the new location portion of this project,
which will limit development.
• Impacts to a Significant Natural Heritage Area, the Union Chapel Enon Knolls, have
been avoided.
The NCDOT's guidelines for Best Management Practices for the Protection of Surface
Waters will be enforced throughout the duration of the project construction to minimize
impacts to waters of the U.S.
Compensation: The primary emphasis of the 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. Compensatory actions often include restoration, creation, and
enhancement of waters of the United States.
The necessary compensatory mitigation to offset unavoidable impacts to waters that are
jurisdictional under the federal Clean Water Act will be provided by EEP within the same
8-digit cataloguing unit. Pursuant to the letter dated August 21, 2007, compensatory
stream mitigation will be provided by EEP in accordance with Section X of the
Amendment No. 2 to the Memorandum of Agreement between the N.C. Department of
Environment and Natural Resources, NCDOT, and the USAGE, fully executed on March
8, 2007 (Tri-Party MOA) (letter attached). EEP will provide mitigation for 9481inear
R-2320G Individual Permit Application Page 8 of 9

feet of impacts to warm water streams. The EEP has also sent an Acceptance Letter '
(dated August 21, 2007) to the USACE on which the DWQ was copied.
REGULATORY APPROVALS
Application is hereby made to the Department of the Army for a Section 404 Individual
Permit and to the DWQ for an Individual Section 401 Water Quality Certification for the
above-described activities. In compliance with Section 143-215.3D(e) of the NCAC, we
will provide $570.00 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. The NCDOT requests a permit expiration date of ten (10)
years from date of issue to allow for completion of project construction.
A copy of this application will be posted on the NCDOT website at
http://www.ncdot.org/doh/preconstruct/pe/neu/permit.html.
Thank you for your assistance with this project. If you have any questions or need
additional information, please contact Bill Barrett at wabarrett(a,dot.state.nc.us or (919)
715-1624.
Sincerel
~• .
~~/ Gregory J. Thorpe, Ph.D., Environmental Management Director
~"" Project Development and Environmental Analysis Branch
w/attachments
Mr. John Hennessy, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Ronald 1Vlikulak, USEPA, Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, Project Services Unit
Mr. Mazk Staley, Roadside Environmental
Mr. Barry Moose, PE, Division Engineer
Mr. Larry Thompson, DEO
w/o attachments
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E.,
Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Cazl Goode, PE, Human Environment Unit Head
Mr. Steven Brown, P.E., Project Planning Engineer
R-2320G Individual Permit Application Page 9 of 9

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PRIVACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine
Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of
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application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
~^~~••~ ;. ~^ ~* ter:^~•~^^ ~~~~ ~~ ^^* ^^^•plotad in full aril! ba ratumad
1. APPLICATION NO. ~ 2. FIELD OFFICE CODE ~ 3. DATE RECEIVED ~ 4. DATE APPLICATION COMPLETED
5. APPLICANTS NAME 8. AUTHORIZED AGENTS NAME AND TITLE (an agent is not required)
North Carolina Department of Transportation,
Project Development & 8nvironmental Analysis
6. APPLICANTS ADDRESS
1598 Mail Service Center
Raleigh, NC 27699-1598
7. APPLICANT_'S PHONE NOs. W/AREA CODE
a. Residence
b. Business 919-733-3141
9. AGENT'S ADDRESS
10. AGENTS PHONE NOs. W/AREA CODE
a. Residence
b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to famish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
(see instructions
1i-2320 G, The extension of IIS 52 from the existing iatersectioa of NC 24-27-73, NC 138,
and IIS 52 to the existing iatersectioa of SR 1785 (Johns Road).
Rock Creek and tyro UTs of sock Creek
Staaly NC
COUNTY STATE
The project begins along IIS 52 is Albemarle
approximately 0.5 miles worth of SR 1785
see nstruc6ons an, owns ip, wage, on, a or ccassors s area um er, or examp
Please see attached permit drawings.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)

• 18. Nature Of ACtlVlty (Description of project, include all features)
Road extension, approximately 3.5 miles, on new location.
19. PrOjeCt PUrpOSe (Describe the reason or purpose of the project, see instructions)
Public transportation; connect two sections of US 52 that are separated by approximately 0.25
mile of NC 24-27-73; eliminate turning movements between US 52 and NC 24-27-73; improve
traffic flow and increase safety.
USE BLOCKS 20-22 IF DREDGED ANDIOR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
R-2320 Q, The extension of US 52 from the existing intersection of NC 24-27-73,
NC 138, and U3 52 to the existing intersection of SR 17@5 (Johns Road).
ype s o a ena eing is arg an a moun o a ype m u Ic a s
8arthen fill material, box culverts
U ace rea In CreS O e an S Or er a erS I (see instructions)
Rock Creek = 469 linear feet perennial stream
UTs of Rock Creek 479 linear feet of perennial stream
Isolated, aoa-jurisdictional surface water (pond) = 0.19 acre
Wetlands ao wetland impacts
, s u i
Please see the attached Sheet 3 of 18 is the permit drawing package.
-None-
Would inGude but is not restricted to zoning, building, and flood plain permits
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent
of the applica
la•iz-u
SIG R OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized
agent if the statement iri block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly
and willfully falsifies, ~nceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to t~ntain any false, fictitious or fraudulent statements or entry, shall
be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)

If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~.
Willi .Gilmore, P.E.
EEP Director
cc: Mr. Steve Lund, USACE -Asheville
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: R-2320G

~~ 4r, w3 200,
p~yISION OF I~,NWAYS
PpEA.pFFiCE OF NANRAI_ NT
o stem
E a ement
PROGRAM
August 21, 2007
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-2320G, Albemarle - US 52 Extension from the Intersection of
US 52/ NC73/NC 24/27 and NC 138 to the Intersection of US 52
and SR 1785 (Johns Road), Stanly County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream mitigation for the subject project.
Based on the information supplied by you on August 7, 2007, the impacts are located in
CU 03040105 of the Yadkin River Basin in the Southern Piedmont (SP) Eco-Region, and
are as follows:
Warm Stream: 948 feet
EEP commits to implementing sufficient compensatory stream mitigation to
offset the impacts associated with this project by the end of the MOA Year in which this
project is permitted, in accordance with Section X of the Amendment No. 2 to the
Memorandum of Agreement between the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the U. S. Army
Corps of Engineers, fully executed on March 8, 2007. If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a
new mitigation acceptance letter will be required from EEP.
R.P~StDYGGL9... ~ ~ ... PYDt"EC.tl.GL9 OGLY Stag ~ENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0476 / vrww.nceep.net

~` q .2S .~ ~r,~rns
V~ ~
United States Department of the Interior ~ R~~~~~/E®
FISH AND WILDLIFE SERVICE SEP 28 2007
Asheville Field Office
160 Zillicoa Street (~ QF HIGHWAYS
Asheville, North Carolina 28801 FQEA•O~ICEOF.NATUI~4~ENVIIR1flNNMENT
September 25, 2007
Mr. Phil S. Harris, III, PE
Manager, Natural Environment Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Hams:
Subject: Endangered Species Concurrence for the Proposed Extension of US 52 from the
Existing Intersection of NC 24-27-73, NC 138, and US 52 to the Existing Intersection
of SR 1785 (Johns Road) and US 52 in Albemarle, Stanly County, North Carolina, TIP
No. R-2320G, Federal Aid Project No. NHF-52(10), WBS Element No. 344221.1
As requested by the North Carolina Department of Transportation (NCDOT), we have reviewed
the natural resources information and the biological conclusion for federally protected species for
the subject project. We provide the following comments in accordance with the provisions of
section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
The NCDOT proposes to extend US 52 for approximately 3.5 miles from the existing
intersection of NC 24-27-73, NC 138, and US 52, just south of Albemarle, to the existing
intersection of SR 1785 (Johns Road) and US 52. The northern section will follow existing
NC 138, and the southern portion will be on new location.
In several successive surveys conducted since 1999, federally endangered Schweinitz's
sunflower (Helianthus schweinitzii) plants were located within the right-of--way of the preferred
alternative--Alternative 5. Through discussions with Roadway Design and with some design
revisions, it was determined that the plants could be avoided during project implementation. In a
final survey conducted on August 22, 2007, no plants were located in the areas where they
occurred previously. Their absence could be attributed to the current drought, but the specific
cause wasn't obvious. Although the plants were not located in the latest survey, the area of
suitable habitat will be fenced to protect the site during construction and will be maintained in
the NCDOT right-of--way after construction is completed. If the plants reappear in the future, the
NCDOT has committed to manage this area as a roadside rare plant population, including the
installation of "No Mowing" signs where appropriate.

Given the avoidance of the previous plant locations and current suitable habitat and future
protection for the site, we can concur with your conclusion that this project is "not likely to
adversely affect" Schweinitz's sunflower. We believe the requirements under section 7(c) of the
Act are fulfilled for this species. However, obligations under section 7 of the Act must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this. review, or (3) a new species is
listed or critical habitat is determined that maybe affected by the identified action.
If you have questions about these comments please contact Ms. Marella Buncick of our staff at
828/258-3939, Ext. 237. In any future correspondence concerning this project, please reference
our Log Number 4-2-98-099.
Sinc rely,
~~
Brian P. Cole
Field Supervisor
cc:
Ms. Marla J. Chambers, Western NCDOT Permit Coordinator, North Carolina Wildlife
Resources Commission; 12275 Swift Road, Oakboro, NC 28129
Mr. Steve Lund, Asheville Regulatory Field Office, U.S. Army Corps of Engineers, 151 Patton
Avenue, Room 208, Asheville, NC 28801-5006
Ms. Polly Lespinasse, Mooresville Regional Office, North Carolina Division of Water Quality,
610 East Center Avenue, Suite 301, Mooresville, NC 28115

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WETLAND ~~~®~
DIVISION OF HIGHWAYS
SURFACE WATERS STANLY COUNTY
PROJECT:3~~22.1.1 (R-2320G)
U5 52 EXT. - ALBEMARLE
g ~ ~ N ~ ~ ~ FROM US 52, NC 73, NC 2~-27 ~ NC 138
TO SR 1785
~A11~ Pe~1a~no
SHEeEtTTD~ ~ 7 ~ 27 / 07
N®RTH CAIN®LINA

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~~~®~
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT:3~~22.1.1 (R-2320G)
US 52 EXT. - ALBEMARLE
FROM US 52, NC 73, NC 2d-27 & NC 138
TO SR 1785
7/27/07

--~JLB-~ WETLAND BOUNDARY

PROPOSED BRIDGE
WETLAND
L
® DENOTES FILL IN
WETLAND
DENOTES PERMANENT
SURFACE WATER IMPACT
DENOTES PERMANENT
SURFACE WATER IMPACT
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
SURFACE WATER IMPACT
« « « « DENOTES MECHANIZED
«' «' «« « CLEARING
-T ~ FLOW DIRECTION
Tom- TOP OF BANK
WE EDGE OF WATER
-- ~-- PROP. LIMIT OF CUT
---F -PROP. LIMIT OF FILL
-~ PROP. RIGHT OF WAY
-- NG-- NATURAL GROUND
--P-~•- PROPERTY LINE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
EXISTNG STRUCTURES) 54' PIPES
& ABOVE
SINGLE TREE
.. .. _ . .. WOODS LINE

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

LEVEL SPREADER (LS)
-TDE- TEMP. DRAINAGE
EASEMENT
-PDE - PERMANENT DRAINAGE ~ GRASS SWALE
EASEMENT
- EAB- • EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- • EXIST. ENDANGERED
PLANT BOUNDARY
--- ~ ------ WATER SURFACE
X XXx X X LIVE STAKES
BOULDER
-~- COIR FIBER ROLLS
~~
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~~~® 1L
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT:3~Q~22.1.1 (R-2320G)
US 52 EXT. - ALBEMARLE
FROM US 52, NC 73, NC 2~-27 & NC 138
TO SR 1785
pem~ n0
`fit ---- ~-=-_-~ S 7 / 27 B 07

sz
od
~m

R:Wytlr"uXCMp~~PemikVY2720O I~ryKI Summrbs.W"
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Rdwy
Sht No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
(ac)
Temp.
Fillln
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
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 9 -L- 94+00 - 95+25 ROADWAY FILL ___ ___ ___ ___ _-- 0.19 ---
2 11 -L- 118+00 - 120+50 3@ 6'x8' RCBC ___ ___ ___ ___ ___ 0.08 0.02 469 117
---
3

4 12

19 -L- 137+95

-Y4- 9+10 60" RCP

10'x9' RCBC ___

__ ___

___ ___

_,_ ___

___ ---

__ 0.03

0.01 < 0.01

0.01 414

65 72

72
---

TOTALS: 0.00 0.00 0.00 0.00 0.00 0.31 0.03 948 261 0
NC DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
Rsvlud 3/3186
STANLY COUNTY
Permlt In9 PROJECT: 34422.1.1 (R-2320G)
Sheet " Of ~ _--
7/27/2007

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See Sheet 1-8 For Converrtianol Symbols
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I~I~I~I®N ®lF ]EII~]E~~~~Y~ •C• R-2320G 1
roan naua raraar amts
34422.1.1 NHF-52 D P.E.
STAIDLY CO UII ~T Y
LOCATION.• Albemarle - US 52 Extension from the Intersection of US 52, NCD®~
NC 73, NC 24-27 ~' NC 138 to Intersection of US 52 and DIVISION OF HIGHWAYS
SR 1785 (Johns Road) ~ srANLY cbux•rY
PROJECT:3/4Pl.Ll QZ-SSYOG)
TYPE OF WORK• Grading, Drainage, Paving, Curb f~ Gutter us s: E%T.- ALBEMARLE
Structures, Slgntn~and Signals FROM US S$NC 73, NC Y4-s7 & NC 13B
\ TO SR 1785
~~ 7/P7/07
Qertlid 0 10
o rrr. ,r Sheet
CLEARING ON THIS PROJECT SHALL BE PERFORMED
NCDOT CONTACT.• CATHY S. ROUSER, P.E, TO THE LIMITS ESTABLISHED BY METHOD II.
ROADWAY DESIGN -ENGINEERING COORDINATION
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
DESIGN DATA PROJECT LENGTH
ADT 2005 = 8,40016,100 LENGTH OF ROADWAY TD' PROJECT R ZI10G
ADT 2025 =11,30021,500 LENGTH OF STRUCTURE TD' PROJECT R-2320G
DHV = 10 % nJTAL J,~yGTy OF TD' PROJECT R-2320G
D = 60 %
T = 9 %'
V = 6050 MPH
TTST 5% DUAL 4%
.waw m nw orrrw wr HYDRAULICS ENGINEER
KO f~ ASSOCIATES, P.C.
111 Srlrri Dr. Sritr 21S , Ralri,i, NC 2]606 919-857-6166
fa
= 3.00$ np. Norti Carolina Drpartweat of Traarportarioa
= 0.036 ttti :/ls sslrmtxD spscDrct7roxs
= 3.041 rtti.
RIGHT OF WAY DATE. Brian A. Wiles P.E
39tO1FLT ~vcam®t
ROADWAY DESIGN
ENGDNEER
LETTING DATE:
January 20, 2009
PE
AI.RF.MARI.F.
~y
NC 73
PRELIMINARY PLANS
~~~~~V~
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
AO
, ~M
A PORTION (0.6 MILES) OF THIS PROJECT IS WITHIN THE _
MUNICIPAL BOUNDARIES OF ALBEMARLE. THIS IS A PARTL9L CONTROLLED-ACCESS PROJECT WTIH
ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.

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--__--- ".006/
---~ -
BURY CULVERT 1'
INV. DUT 458.60
EST CHANNEL
150 200 250
pertn~ D~awin0
Sheet ~.~~
300
460
450
GLI
NCI®T
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT:bl1Yk1.1 Q1.2bY0G1
US 5Y E%T.- ALBEMARLE
US SY, NC 7b, NC 2.27 & NC lb8
TO SR 1785
~~s~/m

O
M
N

See Sleet t-A for Index of Sleets
See Sheet t-8 for Conventional Symbols
1
1 ` ^ j '` 7A
.,
,t
END •:~ _ ~'
PROJECT , ~
L
~I
;~r ,
'~ ~~~
,-
3, •'~ / Llr , ~ ,
a
~' _. ~
. ~ ,~
i aECw
PROJECT
~~ -
~ ~` .,-~
1 ~ ~ r: \
/ ~
(~ s a
• _ ti
N
N A PORTION (0.6 MILES) OF THIS PROJECT IS WITHIN THE
MUNICIPAL BOUNDARIES OF ALBF./4L9RLE.
M
NCDOT CONTACT: CATHY S. ROUSER, P.E.,
~, ROADWAY DESIGN -ENGINEERING COORDINATION
D
`; GRAPHIC SCALES
T
D
` 50 25 0 50 100
J
V,
`' PLANS
VV
~a
a ~ 50 25 50 1
no
00 ~ PROFILE (HORIZONTAL)
oQ ~ 10 10 20
0
o,s
'a PROFILE (VERTICAL)
LY
0
0

I~IVI~I®N ®]F I~I~~[~~~~
STANLY COUNTY
LOCATION: Albemarle - US 52 Extension from the Intersection of US 52,
NC 73, NC 227 ~ NC 138 to Intersection of US S2 and
SR 1785 (Johns Road)
TYPE OF WORK Grading, Drainage, Paving, Curb f~ Gutter •
Structures, Signing and Signals
`~
9~~
THIS IS A PARTL9L CONTROLLED-ACCESS PROJECT WTLFI
ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMTl'S ESTABLISi~D Bi' METR©D II,
DESIGN DATA PROJECT LENGTH
ADT 2005 = 8,40M6,100 LENGTH OF ROADWAY TIP PROJECT Jt-13206
ADT 2025 =11,30021,500 LENGTH OF STRUCTURE TIP PROJECT R 13206
DHV = 10 % TnTAI LENGTA OF TIP PROJECT R-23206
D = 60 %
T = 9 %"
V = 6050 MPH
" TTST 5% DUAL 4%
nq+ww nr ne urtraa wt HYDRAULICS ENGIlVEER
KO f~ ASSOCIATES, P.C.
011 Sciat6 Or. Sritr 212 , Raleill, NC 27606 919-BSI-6066
fa
= 3•~S ~• NortF Caraliaa Departwoat of Traatportatioa
= 0.036 Rti 2101 sr.1N/.L1RD SPECQ~7GTT/INS
= 3.041 mi. P~
srcwTTRrR:
RIGJiT OF WAY DATE: _ Brian A. Wiles. P.E.
' PROJRCf SiYGRrb'RR ROADWAY DESIGN
ENGINEER
LETTING DATE:
January 20, 2009
ALEEMARLE
~---
lYC 73
PRELI14H+lARY PLANS
oaF~~~~
DIT7SLON OF HIGHWAYS
STATE OF NORTX CAROLINA
R
TfaA
PE
un w.a wowcr wa ^a nn i
•C• R-2320G 1
wrft la"llal FLIMIpa dIQ
90% REVIEW
PLANS
II/l1/1005

"S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS f~ RELATED ITEMS
Edge of Pavement ................. . ....... - - - - -
Curb ..................................... ........... _
Prop. Slope Stakes Cut ............................ ~
Prop. Slope Stakes Fill .........................._ F
Prop. Woven Wire Fence ......................... __ e___~__
Prop. Chain link Fence ......................... ~_
Prop. Barbed Wire Fence------------------------- ~_
Prop. Wheelchair Ramp ..........................
Curb Cut for Future Wheelchair Ramp ~ ~--
Exist. Guardrail ....._......----._-.=----.....-.. ~ ~i_
Prop. Guardrail .. - .... - ..
Equality Symbol ..................... ~
Pavement Removal ..................................
RIGHT OF WAY
Baseline Control Point ............................. ~
Existing Right of Way Marker ..................... Q
Exist. Right of Way Line w~Marker .... .. .......... - ~- - .
Prop. Right of Way Line with Proposed
RNV Marker (Iron Pin & Cap) ................. ~
Prop. Right of Way Line with Proposed
(Concrete or Granite) RAN Marker ............. ~_
Exist. Control of Access Line ....................... ~ g
-
,
;
Prop. Control of Access Line ....................... ~~
Exist. Easement Line -------------------------------- _- - _E__--
Prop. Temp. Construction Easement Line ....... E
Prop. Temp. Drainage Easement Line ........... _ ~_
Prop. Perm. Drainage Easement Line ........... _ ~_
HYDROLOGY
Stream or Body of Water .......................
River Basin Buffer ..................__-----...-.
Flow Arrow...__...--.--------.......__........
Disappearing Stream ...............................
Spring _......._ -_......
Swamp Marsh..........._..........._.........._.
Shoreline...-- ............._._..._._...---...---
Fa lls, Rapids ...... _ _ _ _ ......... -
Prop lateral, Toil, Head Ditches ..... _ . _......
u
_.__~
>- .._
~~

STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert .... _ ... _ -. _ .. ~ coNC ]
Bridge Wing Wall, Head Wbll
and End Wall --_ ....--....._._.-..._.__- )coat wwC
~~CA~CIE ®~ N®~$~Cl~ CAN$®~L~N~
~~V~~~®N ®~ l~I~~~~~~
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall .......................... coR~1
Pipe Culvert ~-- - - -
Footbridge ................. ...... - ~-------<
Drainage Boxes ....................... .. - ^ ~
Paved Ditch Gutter ............................... ----.
UTILITIES
Exist. Pole ........ ...................
Exist. Power Pole_..........._.....---------....... ~
Prop. Power Pale .. .... - ..........-~- b
Exist. Telephone..Pals ............................... +
Prop. Telephone Pole ............................... ~
Exist. Joint Use Pole ................................. .~
Prop. Joint Use.Pole ................................. ~
Telephone Pedestal ................................. ~
lYG Telephone Cable Nand Hold .............
Cable TV Pedestal .---------------------------_..
II~G TV Cable Hand Hold ........................ ~
lbG Power Cable Hand Hold ...... ' .............
Hydrant ..................._........... _......... ~
Satellite Dish....... .................... ~
6cist.WaterValve .......................-----..-.--
SewerClean Out----------------------------------- ~
Power Manhole ............ ...... ..
Telephone Booth - ........ - D
Cellular Telephone Tower ........... .._......... ~,
Water Manhole......_ ................_....._.....
light Pole .................................. 0
H-Frame Pole........__..._....... H
Power line Tower....._.__.......----__......_
Pole with Base..... _._-......_..-- - -...-..-- 0
Gas Valve ._...........- ._.. -.. O
Gas Meter ._....._......_....._._..._..--...-_ o
Telephone Manhole___........._ ................ 0
Power Transformer........__._...._..........-- 0
Sanitary Sewer Manhole.__._......._..._... -
Storm Sewer Manhole ............................. ~
Tank; Water, Gas, Oil .--......- -- _ .............. O
Water Tank With Legs .................... ......
Traffic Signal Junction Box-..........._.._...... 0
Fiber Optic Splice Box .............................. ~
Television or Radio Tower. , ._........:.. _.... ,®
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement. ....... ' ~,~_
Recorded Water Line ........................ T.,
Designated Water Line (S.U.E.*) ................ - ~ a- _
Sanitary Sewer ......... . . .................. -~-~-
Recorded Sanitary Sewer Force Main -.... ~~-
Designated Sanitary Sewer Force Main(S.U.E.*j- ~~ -
Recorded Gas line .......................... ~~
Designated Gas line (S.U.E.*) .................. _.~ ~_
Storm Sewer. ~ ................... .. -s-s-
Recorded Power line .__..........-__._-.,... ~-
Designated Power Line (S.U.E.") ............... _ ~.- .} _
Recorded Telephone Cable ..................... -r-r-
Designated Telephone Cable (S.U.E.*j
.---..-- __r- -r- -
Recorded 11~G Telephone Conduit ....... -~~
Designated tYG Telephone Conduit (S.U.E.*) _ _,~ ,~ _
Unknown Utility (S.U.E.*j ................... -,un~,n-
Recorded Television Cable ------------------- -r-r-
Designated Television Cable (S.U.E.*) .-.-.-.. __TM__r__
Recorded Fiber Optics Cable .................. -~-~-
Designated Fiber Optics Cable (S.U.E.*) ..... __~__~-
Exist. Water Meter -- ~
lhG Test Hole (S.U.E.*) ......._.._....._....... ~
Abandoned According_to LbG Record ......... ATTIN
End oflnformation .................................. ~
BOUNDARIES £~ PROPERTIES
State Line - - _............ - ------
County Line. .... _ .... .. - -....... --
---
Township Line ..._.._.._------ ------- - -.....-- -__-_--
City Line...... - ~ - ............... ----=
Reservation Line ................--.--...----_....... - -_-_--
Property Line.... - _.... -
Properly Line Symbol._.....__..- ........_.....
Exist. Iron Pin ..... ..................
Property Comer .... _ - - - -...... _ - +
Properly Monument.-.._.---..._..._.........._
Property Number......._..- ..............._--..- 123
Parcel Number ...... _ ...... _ - s
Fence Line ............._.... - -x-x-~

Existing Wetland Boundaries ..... _...... _ _... WW & ISBw
- _WLe- _
High Quality Wetland Boundary............. -aa w~e-
Medium Quality Wetland Boundaries _ ..... _ -MO w~a-
Low Quality Wetland Boundaries ............... -~o w<e-
Proposed Wetland Boundaries.............. .. -wee
Existing Endangered Animal Boundaries ..... - _ EAe - _
Existing Endangered Plant Boundaries...... -_EPD-_
BUILDINGS F~ OTHER CULTURE
Buildings ...---------•----....---• ....................
Foundations------------------------------------------ - r]
Area Outline ................. C^~
Gate ....._ ............... --._....._.. - ~
Gas Pump Vent or USG Tonk Cap _.... -
~

Church .......-... - - _ $
~
L~
School ..... - - ...... .
Pork . - ....... .. ...... r--
-J
Cemetery.. - _ -_ ..............._ ~--
t J
Dam
Sign ................... .............................. o
Well- ~-.....- .... ..........- - o
w
Small Mine .. - :.. - - - ~
Swimming Pool . ......................... . .
TOPOGRAPHY
Loose Surface ............
Hard Surface .-__._....
Change in Road Surface
Curb -
Right of Way Symbol ......................... .... R/w
Guard Post ... ........ ................ .... o ca
Paved Walk - ......_.. ..
Bridge - .. .. ~~
Box Culvert or Tunnel ~-------~
-------~
ferry - - - - - ...
--
Cubert - ............... ,.. ....
--<
Footbridge -.._ ....................,... .....................
Trail, Footpath .... _._..._ -._...-----.-- _.. ~~`__I
Light House ... - - - - -
VEGETATION
Single Tree . ............... ..... ~
Single Shrub - .. ---...._..__..._......... __ e
Hedge .... _._..._...-.... ,~,
Woods line.. _ .. _ .................... - n
Orchard ....... .......___ 4J4Qfl44
Vineyard
........._........._------........ - - - -
.._

RAILROADS L VINEYARD J
Standard Gauge
~~
RR Signal Milepost _-_......._..__....._. a
Switch ......_......_.......... - __..._ _ D
avovcn

EEF9~IiCE N0.
• PAVEMENT SCH EDULE
CODE DESCRIPTION ~ CODE DESCRIPTION
C1 PRDP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.08, AT AN AVE.
AT AN AVERAGE RATE OF 188 LBS. PEA S0. YD. IN EACH OF TWO LAYERS E4 RATE OF 114 LBS. PER SD. YD. PEA 1" DEPTH TO BE PLACED IN LAYERS
"
NOT LESS THAN 3
IN DEPTH OR GREATER THAN 51~" IN DEPTH.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE
TYPE S9
SC
C2 ,
.
,
AT AN AVERAGE RATE OF 188 LBS. PER 50. YD. IN EACH OF TWO LAYERS PROP. YAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 625.OC, AT AN AYE.
"
E5 RATE OF 114 LBS. PER SD. YD. PER 1
DEPTH TO BE PLACED IN LAYERS
PROP.VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, NOT LESS THAN 3" IN DEPTH OR GREATER THAN 51¢" IN DEPTH.
C3 AT AN AVERAGE RATE OF 112 LBS
PER 50
YD
PER 1" DEPTH TO BE PLACED IN
.
.
.
LAYERS NOT TO EXCEED 11~" IN DEPTH. J1 PROP. APPROX. 8" AGGREGATE BASE COURSE
PROP.VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, J2 PROP. APPROX. 8" AGGREGATE BASE COURSE
C4 AT AN AVERAGE RATE OF 1
"
12 LBS. PER 50. YD. PER 1
DEPTH Tb BE PLACED IN
LAYERS NOT TO,EXCEED 11•x" IN DEPTN. J3 PROP. APPROX. 10" AGGREGATE BASE COURSE
PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE
TYPE I19.08 BASE TO BE TREATED WITH LIME TO A DEPTH OF 8" AT A RATE OF
D1 ,
,
AT AN AVERAGE RATE OF 342 LBS. PER S0. YD. K 20 Lbslsy AS DIRECTED BY THE ENGINEER
OR

PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OC BASE TO BE TREATED WITH CEYENT TO A DEPTH DF 7" AT A RATE
D2 ,
AT AN AVERAGE RATE OF 456 LBS. PER SD. YD. OF 55 Lbs/sy AS DIRECTED BY THE ENGINEER

OR
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.06, BASE TO BE TREATED WITH AGGREGATE AT A RATE OF 250 lbslsy AND
D3 AT AN AVE. RATE OF 114 LBS. PER S0. Y0. PER 1" DEPTH TO BE PLACED IN CEMENT AT A RATE OF 55 Lbs/sy TO A DEPTH OF 7" AS DIRECTED BY THE
LAYERS NOT LESS THAN 21g" IN DEPTH OA GREATER THAN .4" IN DEPTH. ENGINEER (SEE PROJECT SPECIAL PROVISIONSI
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OC, p PRIME COAT AT THE RATE OF D.35 GAL PEA SD. Y0.
D4 AT AN AVE. RATE OF 114 LBS. PER S0. YD
PER 1" DEPTH TO BE PLACED IN
.
LAYERS NOT LESS THAN 21~" IN DEPTH OR GREATER THAN 4" IN DEPTH. Ri PROPOSED 2'-8" CURB b GUTTER
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.08, T EAfITH MATERIAL
E1 AT AN AVERAGE RATE OF 456 LBS
PER SO
YD
.
.
.
U
EXISTING ASPHALT PAVEMENT
PROP
APPROX
41
" ASPHALT CONCRETE BASE
R
E2 .
.
¢
COU
SE, TYPE 825.08,
AT AN AVERAGE RATE OF 513 LBS. PER S0. YD.
W VMIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
PROP. APPROX. T" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, NOTE: ALL PAVEMENT EDGE SLOPES ARE 1:1 UNLESS NOTED OTHERWISE.
E3 AT AN AVERAGE RATE OF 399 LBS. PER S0. YD. IN EACH OF TWO LAYERS

for -1-, -Y6-, -Y10- & -Yll-

~'
U \
E5
MIN. 2>~" I19.OC
MIN. 3" 825.OC
WEDGING DETAIL
10ADWAY 06WN
BrGINE3
0o rmr u® va cone,avcno"
a RO & ASSOCIATES, P.C. I
Consulting Engineers
hr fdrlo
d9
6laatflll w/ Trench
Yalarld
12'x12'Slnulder Lirdn
w!M flHer f~lc
~hxp
3d
w0'/90~
„, w,.YChd Alps
SHOULDER DRAIN DETAIL
d
V
C3~ ~~
U
E4
MIN. 2Ld" I19.08
MIN. 3" 825.08
WEDGING DETAIL
for OTHER Y-LINES
PAVE TO SHOULDER BERM GUTTER
DETAIL ON -Y4-

ro rt s rt -s rr a rr /2 rt -2 n s r1~
w ~
w 6R
,~F~s 1 1 ,~
~'
xisrlNC I ~ ~ oz GP .oQ o2 ,~
GADUND ~
VARIES 4- - -
A) rr a fr , 15 r~

PAVEMENT SCH EDULE
CODE DESCRIPTION CODE DESCRIPTION
PROP. APPROX. 3" ASPH. CONC. PROP. APPROX. 7" ASPH. CONC.
C1 ES
SURFACE COURSE, TYPE S9.5B BASE COURSE, TYPE 825.OC
PROP. APPROX. 3" ASPH. CONC. PROP. VAR. DEPTH ASPH. CONC.
C2 E4
SURFACE COURSE, TYPE S9.5C BASE COURSE, TYPE B25.OB
PROP.VAR. DEPTH ASPH. CONC. PROP. VAR, DEPTH ASPH. CONC.
C3 E5
SURFACE COURSE, TYPE S9.5B BASE COURSE, TYPE B25.OC
PROP.VAA. DEPTH ASPH. CONC. J1 PROP. APPROX. 6" AGGREGATE BASE COURSE
C4
SURFACE COURSE, TYPE S9.SC
J2 PROP
APPROX
8" AGGREGATE BASE COURSE
" .
.
D1 PROP. APPROX. 3
ASPH. CONC.
INTERMEDIATE COURSE, TYPE I19.08
J3
PROP. APPROX. 10" AGGREGATE BASE COURSE

D2 PROP. APPROX. 4" ASPH. CONC. K SUBGRADE STABILIZATION
INTERMEDIATE COURSE, TYPE I19.OC
P PRIME COAT

PROP. VAR. DEPTH ASPH. CONC.

~, D3
INTERMEDIATE COURSE, TYPE I19.08 R1 PROP. 2'-6" CURB la GUTTER
d
''
PROP' VAR. DEPTH ASPH. CONC. T EARTH MATERIAL
D4 INTERMEDIATE COURSE, TYPE I19.OC U EXISTING ASPH. PAVEMENT
e
~
E1 PROP. APPROX. 4" ASPH. CONC.
VARIABLE DEPTH ASPH. PAVEMENT
N BASE COURSE, TYPE B25.OB W (SEE WEDGING DETAILS, SEE SHEET NO. 2)
i
o
E2 PROP. APPROX. 41~" ASPH. CONC.
NOTE: ALL PAVEMENT EDGE SLOPES
n BASE COURSE, TYPE 825.OB AAE 1:1 UNLESS NOTED OTHERWISE.
Z-
~ rt
~~ad
L GRADE TO TNIS UNE ~
TYPicAL sECrroN No. I
-L- STA 35f00 TO -L- 5TA 38f6528 LB
-L REV- STA 36,`6528 LA TO -L REV- STA 38f9028
-c-
E3 rt
sri 12 ft 12fi 8rr ~~
w%~ w%~
j t ,~
,n ~
L GRADE TO TN/S UNE
TYPICAL SECTION N0.2
-L REV- STA 38+90.28 TO -L REV- STA 42'IOOAO
VARIES
pfj ~ 6rt IS ft
EXISTING
GRO(IND4
6d
C
EX1SfING
GAOIIND
EX15TN1G
GRq/ND
8 ft 12 rr
w/ GR
~r i
~1 f' L GRADE TO THIS UNE
TYPICAL SECTION N0.3
-L REV- STA 42f00.00 TO -L REV- STA 46t75A0
IP fY 8 rY
w% ~{R,
1 FAP1~1
-IL-
-"I
30 fr
ENGINEEI! ENGINEER

PRELIMIN Y PLANS
CD NOI' IIY b aNe1RUC130N
/a Ito & ASSOCIATES, P.C. I
Consulting En~iaeere
m ear. u4nms vm weatnc rna
~VARfES-
EXISTING
GAOf/ND
0
\n~
i

-L-
EXISTING
GAgUND
TYPICAL SECTION NQ 4 • GRADE POINT LOCATION VARIES:
-L REV- STA 4Sfl5.00 TO -L REV- STA 74t~,56 LB ~~,qT ~_ STA 140f00 TO 6`AT -L- STA 150f0O
-L- 74+8425 LA TO -L- STA 76f9629
-L- 78153,54 TO -L- STA 150100.00
-L-
EXISTNG
GROUND
cl
m
r
nr~ csA ,en
PAVEMEIIIT SCH EDULE
CODE DESCRIPTION CODE DESCRIPTION
PROP. APPROX. 3" ASPH. CONC, PROP. APPROX. 7" ASPH. CONC.
C1 ES
SURFACE COURSE, TYPE 59.58 BASE COURSE, TYPE B25.OC
PROP. APPROX. 3" ASPH. CONC, PROP. VAR. DEPTH ASPH. CONC.
C2 E4
SURFACE COURSE, TYPE S9.5C BASE COURSE, TYPE B25.OB
PROP.YAR. DEPTH ASPH. CONC. PROP. VAR. DEPTH ASPH. CONC.
C3 E5
SURFACE COURSE, TYPE 59.58 BASE COURSE, TYPE B25.OC
PROP.VAA. DEPTH ASPH. CONC. J1 PROP. APPROX. 6" AGGREGATE BASE COURSE
~
SURFACE COURSE, TYPE S9.SC
J2 PROP
APPROX
8" AGGREGATE BASE COURSE
" .
.
D1 PROP. APPROX. 3
ASPH. CONC.
INTERMEDIATE COURSE, TYPE I19.OB
J3
PROP. APPROX. 10" AGGREGATE BASE COURSE
PROP. APPROX. 4" ASPH. CONC. K SUBGRADE STABILIZATION
D2
INTERMEDIATE COURSE, TYPE I19.OC
P PRIME COAT

PROP. VAR. DEPTH ASPH. CONC.
D3 INTERMEDIATE COURSE, TYPE I19.OB Rt PROP. 2'-B" CURB 8 GUTTER

D4 PROP. VAR. DEPTH ASPH. CONC, T EARTH MATERIAL
INTERMEDIATE COURSE, TYPE I19.DC
U
EXISTING ASPH. PAVEMENT

PROP. APPROX. 4" ASPN. CONC.
E1 VARIABLE DEPTH ASPH. PAVEMENT
BASE COURSE, TYPE 825.08 W
(SEE WEDGING DETAILS, SEE SHEET N0. 2)

E2 PROP. APPROX. 41~" ASPH. CONC. NOTE: ALL PAVEMENT EDGE SLOPES
BASE COURSE, TYPE 825.08 ARE 1:1 UNLESS NOTED OTHERWISE.
R !9N Rfl
TYPICAL SECTION N0.5
-L- STA /50+00.00 TO -L- STA 151+80.00
{-
30 tY
'NO. sNEEr ND.
R 23806 2-B
ROADWAY DKIGN MYFMEtIT DESIGN
ENGINES ENGN/ED!
PRELIMIN Y PLANS
m war un ,munoc,mx
a RO & ASSOCIATES, P.C.
Consulting Engineers
ma saw" ateune ~u~r~twcrnac
ExisrrNc
GROUND
ro tt 2' >! rt r2 tt I I2 tt I2 ff I! tt 8' ro n

w/ (Ni w/ GY7

s
EXISTING ~ AE I ~ ~ ~
~ Dp
GRp/ND '
VARIES
VARIES
T W J2 lNtAUE iCl THIS UNE y T
K EXISTING
6RDUND
- TYPICAL SECTION N0.6
-L- STA l51f80A0 TO -L- STA 165f00.00

f
e~~
'l -
pft 6fl !tM 8
11
w/
;. 2 ftFDPS
GROUND VASES
ff /2 ff 12 It 8 ft
GR
l~
I '~ I~~
W T
GRADE TO TN/S UNE
TYPICAL SECTION N0.9
~'- STA 9+8876 TO Y- STA /3~f00
DD POP US /0 CONDPAOC710N
a 1(0 & ASSOCIATES, P.C.
Consulting Engineers
EXISTING
GRWND
~'-
PAVEMENT SCF IEDULE
CODE DESCRIPTION CODE DEBCRIPTION
PROP. APPROX. 3" ASPH. CONC. PROP. APPROX. 7" ASPH
CONC
C1 ES .
.
SURFACE COURSE, TYPE S9.5B BASE COURSE, TYPE B25.OC
C2 PROP. APPROX. 3" ASPH. CONC. E PROP. VM. DEPTH ASPH. CONC.
SURFACE COURSE, TYPE S9.5C 4 BASE COURSE, TYPE 825.08
PROP.VAR. DEPTH ASPH. CONC. PROP. VAR. DEPTH ASPH. CONC
~ E5 .
SURFACE COURSE, TYPE S9.SB BASE COURSE, TYPE 825.OC
PROP.VAR. DEPTH ASPH. CONC. J1 PROP. APPROX. 6" AGGREGATE BASE COURSE
C4 O
SURFACE C
URSE, TYPE S9.5C
J2
PROP
APPROX
8" AGGREGATE BASE COUR

" .
.
SE
D1 PROP. APPROX. 3
ASPH. CONC.
INTERMEDIATE COURSE, TYPE I19.08
J3
PROP. APPROX. t0" AGGREGATE BASE COURSE
PROP. APPROX. 4" ASPH, CONC. K SUBGRADE STABILIZATION
02
INTERMEDIATE COURSE, TYPE I19.OC
P PRIME COAT

PROP. VAR. DEPTH ASPH. CONC,
~
m D3 INTERMEDIATE COURSE, TYPE I19.08 Rt PROP. 2'•8" CURB & GUTTER
v
v

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