20090375 Ver 1_Application_20090407

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION 'v
BEVERLY EAVES PERDUE EUGENE A. CONTI, JR.
GOVERNOR SECRETARY
U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive Suite 105
Wake Forest, NC 27587
Attn: Mr. Andy Williams
NCDOT Coordinator
Subject: Application for Section 404 Individual Permit and Section 401 Individual Water
Quality Certification, Improvements to SR 1733 (Weaver Dairy Road), from NC 86
(Martin Luther King, Jr. Boulevard) to SR 1734 (Erwin Road) Chapel Hill, Orange
County, Division 7, Federal Aid No. STP-1733(11); State Project 8.2501601, TIP No.
U-3306.
Debit $570.00 from WBS Element 34913.1.1
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to improve SR 1733 (Weaver
Dairy Road), from NC 86 (Martin Luther King, Jr. Boulevard) to SR 1734 (Erwin Road) in Chapel Hill,
Orange County, North Carolina. The proposed 2.7-mile improvements consist of a four-lane median
divided, face to face curb and gutter roadway. This section will be divided by a 14-foot median, with two
north and two southbound lanes. The inside lanes will be 11-foot travel lanes and 14-foot outside lanes.
The additional 3 feet of pavement on the outside travel lane will accommodate bicycle traffic. From the
western project terminal, NC 86, the project will follow the existing alignment of Weaver Dairy Road for
approximately 2.2 miles. The proposed alignment will then be on new location for approximately 0.40
miles to the intersection of Sage Road and Erwin Road, the eastern project terminus. This application
package consists of the cover letter, ENG Form 4345, permit drawings, half size plan sheets, ICE
Analysis, and the Ecosystem Enhancement Program (EEP) confirmation letter. Hydraulic meeting
minutes are not included in this application because they were not conducted for this project.
Project Schedule
March 25, 2009
090375
The review date of this project is November 3, 2009 with a Let date of December 15, 2009.
MAILING ADDRESS:
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTALANALY515
1598 MAIL SERVICE CENTER
RALEIGH. NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSIrE: WWWNCDOTOBG
PHYSICAL ADDRESS:
4701 ATLANTIC AVE.
SUITE 116
RALEIGH NC 27604
PIIM6e'and Need
''"jhe purpose of the project is to increase the traffic carrying capacity of the roadway and enhance safety
so that Weaver Dairy Road can serve as the northern link in a corridor that will connect residential,
commercial, and retail areas to US 15-501 and NC 86, both of which access I-40.
Summary of Impacts
• 387 feet of permanent stream impacts (0.05 ac)
• 70 feet of temporary stream impacts (0.01 ac)
Summary of Mitigation
Throughout the design and NEPA process this project has been designed to avoid and minimize impacts
to jurisdictional areas. EEP'wi11 provide mitigation as required for 377 linear feet of perennial stream
impacts for the proposed project. After conversations with the USACE and the DWQ, mitigation for the
10-feet of impacts due to bank stabilization will not be required.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was approved January 29, 2002. A Finding of No Significant Impact
(FONSI) was approved on February 2, 2006. The EA and FONSI have been provided to regulatory
review agencies. 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.
RESOURCESTATUS
Wetland delineations within U-3306 were conducted using the field delineation method outlined in the
1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987), and the North
Carolina Division of Water Quality's (DWQ) Identification Methods for the Origins oflntermittent and
Perennial Streams, respectively.
There are no wetlands within the project limits.
Stream impacts increased from 200 linear when the EA was completed to 550 linear feet when the
FONSI was completed. Initially, stream impacts in the EA were calculated based on the linear feet of
jurisdictional stream located within the proposed right of way (ROW) of 100 feet. Design changes and
the need to relocate a stream (Site 3) increased the stream impacts from 200 linear feet in the EA to 550
linear feet in the FONSI. At the time of permitting the actual stream impacts are 387 linear feet, which is
a decrease from the 550 linear feet found in the FONSI. Jurisdictional areas were originally verified by
United States Army Corp of Engineers (USACE) representative Monte Matthews and DWQ
i4

NCDOT TIP U-3306 2
representative Sue Homewood on October 31, 2006. The streams were re-verified by Andy Williams of
the USACE on January 7, 2009. All impacted streams were verified to be perennial.
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in the Cape Fear River Basin in Guilford County. This area is part of Hydrologic
Cataloging Unit 03030002 of the Central Piedmont Region. Cedar Fork Creek and the perennial UTs to
Cedar Fork Creek (NCDWQ classification B; NSW; NCDWQ Index # 1641-1-15-2-3) are located within
the project limits. No wetlands are located within the project limits.
There are no designated Outstanding Resource Waters (ORW), High Quality Waters (HQW), Water
Supply I (WS-1), or Water Supply (WS-II), waters occurring within 1.0 mile of the project area. There are
no 303(d) streams located within 1.0 mile of the project area.
Streams: Surface water impacts are summarized in the following table:
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Temporary

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??SS Stream Name
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Cedar Fork 60" RCP 71 22 71
I Creek Bank Stabilization 10 0 0
UT to Cedar
2 48" RCP 0 9 0
Fork Creek
UT to Cedar
3 48" RCP 306 39 306
Fork Creek
Total: 387 70 377
Site 1: There will be 71 linear feet of permanent impacts to Cedar Fork Creek at this location due to the
installation of a 60 inch Reinforced Corrugated Pipe (RCP). The 60 inch RCP is replacing an existing 48
inch concrete pipe. The pipe is necessary to convey the stream under the widened and improved
roadway. There will be 10 feet of permanent impacts on the south side of the RCP for bank stabilization
to prevent scour at the outlet of the pipe. There will also be 22 linear feet of temporary stream impacts to
allow access for equipment and construction of the new roadway and pipe.
Site 2: There will be 9 linear feet of temporary impacts to the perennial UT to Cedar Fork Creek at this
location due to the installation of a 48 inch RCP. There will also be 75 feet of pipe removal from the
existing stream at this location. This pipe extension is necessary to allow for road fill due to the
widening of the existing road.
Site 3: There will be 306 linear feet of permanent impacts to the perennial UT to Cedar Fork Creek at this
site due to the relocation of the UT into a rip-rap lined ditch and the installation of a 48 inch RCP. The
pipe is necessary to convey the portion of the stream under the roadway fill that will be used to widen the
road. A portion of the UT located on the south side of Weaver Dairy Road will also be filled due to the
installation of the 48 inch RCP and the use of rip-rap at the end of the pipe to prevent scour at the pipe
outlet. There will also be 39 linear feet of temporary stream impacts to allow access for equipment and
construction of the new roadway and pipe.
FEDERALLY PROTECTED SPECIES
Plants and animals with a Federal classification of Endangered (E) or Threatened (T) are protected under
provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of
January 31, 2008 the USFWS lists four federally protected species for Orange County, the red-cockaded
woodpecker (RCW), dwarf wedgemussel, Michaux's sumac and smooth coneflower. A survey for
Michaux's sumac and smooth coneflower was conducted by NCDOT biologists within the project limits
NCDOT TIP U-3306
on September 17, 2007. Though appropriate habitat exists within the project area for these species, no
plants were observed during the survey. The Biological Conclusion for Michaux's sumac and smooth
coneflower remain "No Effect" as stated in the EA. Suitable habitat for RCW was not present in the
project study area. There were not old growth pines located in the project study are. Additionally, the
pine stands located in the project study area and surrounding vicinity are too small and isolated to
support RCWs. The Biological Conclusion for RCW remains "No Effect". A mussel survey for dwarf
wedge mussel was conducted on June 30, 2000. At the time of the survey no mussels were found and the
streams appeared to be heavily impacted by development. From the survey it was determined that
suitable habitat for dwarf wedgemussel did not exist in the project study are. The Biological Conclusion
remains "No Effect". The A search of the North Carolina Natural Heritage Database (updated August
2008) indicated no known occurrences of federally protected species within 1-mile of the project area:
MITIGATION OPTIONS
The USACE 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. CEQ has defined mitigation of wetland and surface water impacts to include: avoiding impacts,
minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40
CFR 1508.20).
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 phase and
minimization measures were incorporated as part of the project design. Minimization includes the
examination of appropriate and practicable steps to reduce the adverse impacts.
Avoidance and Minimization
Avoidance and minimization has been employed in the project area to the maximum extent practicable.
The following measures were implemented:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be
enforced.
• At Site 1, the NCDOT is burying the pipe 1 foot, using 2:1 side slopes and using rip rap on the
"channel banks only" at the outlet of the pipe. Drainage from the road was not directly
discharged into the creek and was allowed to flow overland before entering the creek
• The removal of 75-feet of pipe on the existing stream at Site 2. Also, rip rap was used in the
ditch to prevent erosion and tie into the existing ditch which is already lined with rip rap.
• At Site 3, slopes were used at the stream crossing and where the stream runs parallel to the
roadway. Portions of the existing stream on the north side of the road are currently lined with rip
rap. The stream had to be relocated due to the road widening even with 2:1 slopes. The stream
was relocated with a wide buffer between the road and the new stream to allow the drainage from
the road to flow overland before entering the stream. Drainage from the road at this site was not
directly discharged into the stream. Rip rap was used in the relocated stream to prevent
erosion due to the high velocities from the high urbanization of the area upstream (as noted
before the stream is already rip rapped where the relocated stream ties into it). A rip rap pad was
used in the stream on the downstream end of the 48 inch pipe to slow velocities and protect the
stream from erosion.
NCDOT TIP U-3306 4
Compensatory Mitigation
The construction of the proposed project will result in total permanent impacts to 387 linear feet of
stream channel impacts within the Cape Fear River Basin. However, 10 feet of impacts are the result of
bank stabilization at Site 3 and the NCDOT is proposing no mitigation for these 10 feet of impacts. The
total amount of impacts NCDOT is proposing to mitigate for in 377 linear feet. For this project,
mitigation is required at a ratio of 2:1 for stream channel impacts at Sites 1, 2, and 3 (Pease see the
enclosed EEP acceptance letter).
CULTURAL
The North Carolina Department of Cultural Resources, State Historic Preservation Office conducted a
review of the project, and in a letter dated December 28, 2000, stated that no properties of architectural,
historic, or archaeological significance will be affected by the proposed project. This letter is included in
the EA.
FEMA COMPLIANCE
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), the delegated
state agency for administering FEMA's National Flood Insurance Program, to determine status of project
with regard to applicability of NCDOT'S Memorandum of Agreement with FMP (dated 6/5/08), or
approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map
Revision (LOMR).
UTILITY IMPACTS
No jurisdictional impacts will occur due to the removal or relocation of utilities.
INDDZECT AND CUMULATIVE EFFECTS
Indirect Impacts
The project is unlikely to stimulate land development having complementary function, and any further
development of the Area will occur primarily as a result of the proposed U-3306 TIP Project. The scope
of the project is relatively limited. The proposed Sage Road extension, while on new location, provides
no meaningful new access to undeveloped land and offers very limited travel times savings, the scope of
the project is reasonably limited, all of which will inhibit change in land use effects associated with this
project. Consequently, the proposed project is unlikely influenced intraregional land development-
location decisions, or cause a change in travel patterns in the study area.
Cumulative Impacts
Additional development exclusively resulting from this project will be limited because of the substantial
build out that has already occurred in the Study Area, and will be planned and controlled by the stringent
local ordinances and land use plans. Since the project is not likely to result in a change inland use as a
result the transportation impact causing activities associated with the project, cumulative effects beyond
the others cited above would be minimal or low.
An Indirect and Cumulative Effects (ICE) Analysis was completed on March 10, 2009 and is included in
the permit package.
NCDOT TIP U-3306
WILD AND SCENIC RIVERS
This 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) or North Carolina Natural and Scenic Rivers.
ESSENTIAL FISH HABITAT
The project will not impact any essential fish habitat afforded protection under the Magnuson-Stevens
Act of 1996 (16 U.S.C 1801 et seq.).
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit as required for
the above-described activities for the proposed TIP project U-3306. We are also hereby requesting an
Individual Section 401 Water Quality Certification from the Division of Water Quality. In compliance
with Section 143-215.3D(e) of the NCAC, we will provide $570 to act as payment for processing the
Section 401 permit. 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 and approval.
Thank you for your time and assistance with this project. Please contact Sara Easterly at
[e-mail] or [phone] if you have any questions or need additional information.
Sifncerely,
l.`
,Cl Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
cc:
w/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Kathy Matthews, USEPA
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E., Division 7 Engineer
Mr. Jerry Parker, Division 7 Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Gene Tarascio, P. E., PDEA Engineer
Mr. Scott McLendon, USACE, Wilmington
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Drew Joyner, PE, Human Environment Unit Head
Mr. Clarence W. Coleman, P.E., FHWA
NCDOT TIP U-3306
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
(33 CFR 325) Expires December 31, 2004
'Public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing Instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202.4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction
over the location of the proposed activity
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
requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned
1. APPLICATION NO. I 2. FIELD OFFICE CODE I3. DATE RECEIVED 14. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BYAPPLICAN
5. APPLICANT'S NAME B. AUTHORIZED AGENT'S NAME AND TITLE Ian agent is not required)
North Carolina Department of Transportation I _
6. APPLICANTS ADDRESS
1598 Mail Service Center
Raleigh, NC 27699-1548
9. AGENTS ADDRESS
7. APPLICANT'S PHONE NOS. W/AREA CODE I 10. AGENTS PHONE NOS. W/AREA
a. Residence a. Residence
b. Business [phone] b. Business
it. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions
NCDOT TIP No. U-3306 Orange County NC
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Cedar Fork Creek and unnamed tributaries to Cedar Fork Creek.
15. LOCATION OF PROJECT
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instn,pions) section Toemhip, Range, LetfLon, andlor Accessors's Parcel Number, for example.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation (NCDOT) proposes to improve SR 1733 (Weaver Dairy Road), from NC 86 (Martin
Luther King, Jr. Boulevard) to SR 1734 (Erwin Road) in Chapel Hill, Orange County, North Carolina. The proposed 2.7 mile improvements
consist of a four-lane median divided, face to face curb and gutter roadway. This section will be divided by 14 foot median, with two north
and tow southbound lanes. The inside lanes will be 11 foot travel lanes and 14 foot outside lanes. The additional 3 feet of pavement on the
ENG FORM 4345, Jul 97 EDITION OF FEB 94 1S OBSOLETE (Proponent: CECW-OR)
outside travel lane will accommodate bicycle traffic. From the western project terminal, NC 86, the project will follow the existing alignment
of Weaver Dairy Road for approximately 2.20 miles. The proposed alignment will then be on new location for approximately 0.40 miles to
the intersection of Sage Road and Erwin Road the eastern project terminus
"19. Project Purpose (Describe the reason or purpose of the project, see Instructions)
The purpose of the project is to increase the traffic carrying capacity of the roadway and enhance safety so that Weaver Dairy Road can serve as
the northern link in a corridor that will connect residential, commercial, and retail areas to US 15-501 and NC 86, both of which access I40.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Needed in order to install a 60" reinforced concrete pipe, and a 48" reinforced concrete pipe extensions for a wider roadway, provide bank
stabilization of effected streams, and construction access.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See attached permit drawings.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see insWoGons)
387 linear feet of permanent and 70 linear feet of temporary stream impacts
23. Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (n more than wn be entered here, please attach a wripiemernai list).
See Attached List
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
. Would include but is not restricted to zoning building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is
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
It . 3.34-a9 . "EA SIGNATUR F 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 in 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, conceals, 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 contain 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)
r?
PROGRAM
March 16, 2009
Mr. Andy Williams .
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Dear Mr. Williams:
Subject: EEP Mitigation Acceptance Letter:
U-3306, Chapel Hill -.SR 1733 (Weaver Dairy Road) from NC 86 to SR 1734,
Orange County; Cape Fear River Basin (Cataloging Unit 03030002); Central
Piedmont (CP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the compensatory stream mitigation for the unavoidable impact associated with the above
referenced project. As indicated in the NCDOT's mitigation request dated March 11, 2009, stream
mitigation from EEP is required for 377 feet of warm stream impact.
This mitigation acceptance letter replaces the mitigation acceptance letter issued on
February 24,2009. Mitigation associated with this project will be provided in accordance with Section
X of Amendment No. 2 to the Memorandum of Agreement between the N. C. Department of
Environment and Natural Resources, the N. C. Department of Transportation, and the U. S. Army Corps
of Engineers fully executed on March 8, 2007 (Tri-Party MOA). EEP commits to implement sufficient
stream mitigation up to 754 warm stream credits to offset the impacts associated with this project by the
end of the MOA year in which this project is permitted. 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.
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. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: U-3306 Revised
Mtort:'f?g... Ff1hR"... ProtF,GtLK9 Our state ©aA
RUETiR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 / www.nceep.net
rt"4w-
March 16, 2009
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:
U-3306, Chapel Hill - SR 1733 (Weaver Dairy Road) from NC 86 to SR 1734,
Orange County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the stream mitigation for the subject project. Based on the information supplied by you dated
March 11, 2009, the impacts are located in CU 03030002 of the Cape Fear River Basin in the Central
Piedmont (CP) Eco-Region, and are as follows:
Stream (warm): 377 feet
This mitigation acceptance letter replaces the mitigation acceptance letter issued on
February 24, 2009. EEP commits to implementing sufficient compensatory wane stream mitigation
credits 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 wetland 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.
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. Andy Williams, USACE - Raleigh Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: U-3306 Revised
Proti'ct' oar State,
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Scope of Project
The North Carolina Department of Transportation proposes to widen 2.3 miles of Weaver Dairy
Road (SR 1733) in the Town of Chapel Hill, from Martin Luther King, Jr. Boulevard (NC 86) to
Erwin Road (SR 1734). The proposed modifications include a combination of two typical
sections; a four-lane median divided section on 100 feet of right-of-way for 0.34 miles, from
MLK Jr. Blvd (NC 86) to Kingston Drive; and a three-lane typical section on 70 feet of right-of-
way for the remaining two miles of the project, from Kingston Drive to Erwin Road. The
majority of the project will be on existing location, excluding the Sage Road extension
approaching the eastern terminus of the proposed project. In addition, a 60-foot diameter
roundabout with a center grass island, 18-foot travel lane, and 10-foot truck island is proposed for
the intersection of existing Weaver Dairy Road with the new Sage Road extension. An
intersection of Perry Creek Drive with the Sage Road extension is proposed. The upgraded
facility will have 12-foot travel lanes, five-foot designated bicycle lanes, five-foot sidewalks, and
curb and gutter drainage. Once completed, there will be six signalized intersections along the
corridor and the one roundabout.
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CIMELNILL, ORNJGEODUNTY. SR 1733 WEAVER DAIRY ROAD), NC86 TO SR 17341ERWIN ROAD). CORRIDOR UPGRADE, PARTON
NEW LOCATION.
0
0.78 Miles
According to 2003 estimates from the NCDOT Traffic Survey Group, Weaver Dairy Road carries
up to 13,400 vehicles per day, projected to'reach as high as 18,600 vpd by the year 2025. No
control of access is proposed for the corridor, and the posted speed will be 35 mph.
1
INDIRECT AND CUMULATIVE EFFECTS ANALYSIS
Transportation Improvement Program Project U-3306, WBS 34913.1.1.3
Proposed Widening of Weaver Dairy Road (SR 1733) in the Town of Chapel Hill
Submitted by: Shantray D. Dickens, Community Planner
March 10, 2009
Purpose and Need
The purpose of the proposed project is to add capacity to the western portion of the project,
provide system linkage to US 15-501, and to improve access on Weaver Dairy Road for
pedestrians, bicyclists, and bus transit.
ICE Study Areas
The Future Land Use Study Area (FLUSA) is the area around the proposed project where land
use changes are most possible as a result, of the project, and is therefore the focus of the ICE
assessment. Based on the location of the proposed project beneath I-40 and the area served by
Weaver Dairy Road, the Future Land Use Study Area is bound to the north by I-40, to the west by
the railroad, Homestead Road (SR 1777), Lake Ellen Drive, Piney Mountain Road, a network of
residential streets to the south, and bounded on the southeast by US 15-501.
The Extended Demographic Study Area for this project is comprised of Census Tract 119, Block
Groups 1 and 4, and Census Tract 120.01, Block Groups 3 and 4. The Extended Demographic
Study Area provides approximate demographic trends on the Future Land Use Study Area.
Other Proposed Transportation and Infrastructure Projects in the Area
According to NCDOT GIS, the following notable projects from the current Transportation
Improvement Program are in close proximity to the U-3306 project.
¦ I-3306 - adds additional lanes to I40 from I-85 in Orange County to NC 147 (Buck
Dean Freeway) in Durham County. A portion of this project runs geographically parallel
to Weaver Dairy Road less than a mile to the north. This project also bounds the Future
Land Use Study Area on the north.
Y U-0624 - upgrade NC 86 (South Columbia Street) from Purefoy Road (SR 1906) to
Manning Drive (SR 1902) to include bicycle lanes.
U-4008 - intersection improvements at US 15-501 and Erwin Road.
• U4012 - US 15-501, north of Mt. Moriah Road to south of Garrett Road. Add an
additional northbound and southbound lane and construct an additional right-turn lane in
the southeast quadrant of the interchange at I-40 (exit 270).
The Town of Chapel Hill Engineering Department, together with the PBS&J Corporation, has
planned a reconfiguration of Old University Station Road and the driveway to the Timberlake
shopping center. The driveway will be shifted from right to the opposite side of the RBC Centura
Bank. Old University Station Road will be shifted further right of the existing street and intersect
with the driveway at a new stoplight at Weaver Dairy Road. Old University Station Road will
link up with a new driveway at the site currently under construction down Perkins Drive.
Time Horizon
The time horizon chosen for this ICE examination is 2025 based on level of service analysis in
the 2006 Finding of No Significant Impact (FONSI) for TIP Project U-3306.
Transportation Impact Causing Activities
Travel Time Savings
The proposed project may result in minimal travel times savings on Weaver Dairy Road of
approximately less than two minutes due to more traffic signals and minimal increases in
capacity. The majority of Weaver Dairy Road will increase from two to three lanes, but the
number of traffic signals will increase from three to six. The less than 0.5-mile extension of Sage
Road will only slightly reduce the time it takes to reach existing Sage Road intersection.
Change in Access
No control of access is proposed for the corridor. The proposed extension of Sage Road, a three-
lane new location section, will connect Weaver Dairy Rd. to Sage Rd. (Sage Rd. extension). The
Sage Rd. extension will thread between existing residential development on River Birch Ld. and
Covington Dr. and undeveloped land that currently has access via Weaver Dairy Rd. and Perry
Creek Dr. Given existing and planned development patterns (including a planned new church), it
is unlikely that this new location section of the Sage Rd. extension will result in any development
that would not otherwise occur. Conversation with the local planner verified this assessment.
Exposure Increase
Any increase in ADT because of the proposed project is expected to be negligible, and while on
new location, the Sage Road extension will only pass through only very short area already plush
with subdivisions. Therefore, exposure will not increase solely because of this project.
Change in Travel Patterns
The proposed project will narrowly change travel patterns in the Future Land Use Study Area.
The FLUSA already has an extensive regional road network with I-40 and NC 86 as the major
north and east corridors, respectively. The Sage Road extension will provide minimal changes in
travel patterns by simply eliminating the need to use Erwin Road to get to Sage Road less than
1/4-mile north of the existing intersection of Weaver Dairy Road and Sage Road. Weaver Dairy
Road will continue serving as a local street that many residents live along, and use to get to
shopping near the intersection with Martin Luther King Jr. Blvd (NC 86).
Transportation/Land Use Node
The Sage Road extension will create a new intersection of existing Sage Road at Erwin Road,
which could possibly redevelop. The remainder of the intersection is sufficiently built out with
the Presque Isle Villas
condominiums, several
subdivisions, and
institutional uses such
as the Chapel Hill
Bible Church, which
makes major land use
changes here, unlikely.
The proposed
roundabout connecting
the proposed Sage
Road extension to
existing Weaver Dairy
Road will create a new
intersection, but this location could be less favorable for redevelopment based on the angle.of the
intersection and the tight placement of the corridor between the two subdivisions. A local church
may build a new church at this intersection, according to Chapel Hill Planner Phil Mason.
Orange County grew by
10.2%, or 1.4% annually,
from April 2000 to July 2007,
according to the North
Carolina Office of State
Budget and Management
(OSBM). While municipal
boundaries may change
because of annexation, the
Town of Chapel Hill (the
Orange County part) grew by
an estimated 19.3% from
46,019 residents in April
2000 to 54,904 residents in
July 2007, or approximately
2.75% a year, according to
the OSBM. Next-door, the Town of Carrboro grew by 14.3%, or 2% annually, during the same
period, indicating that the proposed project is located in a part of Orange County that has been
experiencing above average population growth. The OSBM projects that Orange County, as a
whole, will grow 1.2% annually from 115,531 residents in 2000 to 156,958 residents in 2030.
The geographical boundaries of the block groups in the Demographic Study Area dramatically
changed from 1990 to 2000, making block group level, population comparisons, inadequate.
However, the shrinking of the block groups from the 1990 to 2000 Census is a sign of the
population growth in the Demographic Area.
Employment Trends and Projections
Orange County is in the Regional Partnership Workforce Development Board (WDB), comprised
of Orange, Alamance, and Randolph Counties. Unemployment in Orange County increased from
3.1 to 4.7% from November 2007 to November 2008 (4.1 to 4.7% from October 2008 to
November 2008), according to the data from the North Carolina Employment Security
Commission (NCESC). According to NCESC North Carolina Occupational Trends, total
employment in the Regional Partnership WDB is projected to increase 1.4% annually between
2006 and 2016. Based on analysis of labor market information in this WDB, economic.
conditions in Orange County are generally more favorable than for Alamance and Randolph
Counties, so annual employment growth in Orange County, and Chapel Hill in particular, should
outpace the 1.4% annual rate for the entire WDB.
Water & Sewer Availability
The availability of public water and sewer service is a factor that could promote new
development in an area. According to the Town of Chapel Hill, the Orange Water and Sewer
Authority (OWASA) provides water and sewer services to the corporate limits and growth areas
of Catrboro and Chapel Hill, which includes the Weaver Dairy Road area adjacent to U-3306.
OWASA's Jones Ferry Road Water Treatment Plant had a 2005 capacity of 20 million gallons
per day, and its Mason Farm Wastewater Treatment Plant has a capacity of 12 MGD. The
average daily demand and flow, respectively, for each was 8.6MGD and 7.7MGD, respectively.
The Cane Creek Reservoir, Stone Quarry, and University Lake are water sources for OWASA.
4
Population Trends and Projections
Notable Features
Booker Creek, a 303(d) listed impaired stream in the Future Land Use Study Area, is located over
3,000 feet away from the proposed project, and separated by substantial existing development.
Cedar Fork Creek, however, crosses the proposed project. Cedar Fork Creek is not 303(d) listed,
but the project may directly impact 306 feet of an unnamed tributary to Cedar Fork Creek.
According to the Town of Chapel Hill Greenway Master Plan, Cedar Fork Creek drains much of
the area north of Honeysuckle Road and south of Interstate 40. The creek flows generally
southeast, over 1.1 miles, until it empties into Booker Creek near the intersection of Brookview
Drive and Cedar Falls Court. The stream flows through the area which is heavily developed by
both residential and commercial structures.
The proposed project is not located in a Water Supply Watershed or the Town of Chapel Hill
Watershed Protection District. Most wetlands in the project area are surrounded by existing
development.
Chapel Hill/ Orange County Plans and Regulations
Chapel Hill Northern Area Task Force Report. The Town of Chapel Hill adopted the Chapel Hill
Northern Area Task Force Report in November 2008 as the basis and justification for
development requests for properties in the Northern Area, which extends from north of
Homestead Road to south of I40, to east of the railroad, and west of the Carol Woods Retirement
Community.
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Chapel Hill Northern Area (Task Force Report, p. S)
The Report refers to Martin Luther King Jr. Blvd (NC 86) as the primary northern entryway into
Chapel Hill via its interchange with I40, which is the primary east to west Interstate roadway in
North Carolina. The intersection of Martin Luther King Jr. Blvd (NC 86) and Weaver Dairy
Road is "a significant visual and functional crossroads" where the properties immediately
surrounding the intersection are high profile locations for the development of higher intensity
non-residential and residential uses that may utilize transit oriented development, or
"Development Opportunity Areas."
The Northern Area report also identifies four Focus Areas within the Northern Area Study Area
(see Inserts), two at the intersection of Weaver Dairy Road and MLK Jr. Blvd (NC 86), in the
Future Land Use Study Area. Each area was chosen because of its access to major transit
corridors, gateway presence, and development/ redevelopment potential. Within the Focus Areas,
buffers of 150 feet and 50 feet are required around perennial and intermittent streams,
respectively.
The four Focus Areas are:
• Focus Area 1 (mixed-use/ office emphasis between Millhouse Road and Eubanks Rd)
• Focus Area 2 (mixed-use and medium-density residential north of Weaver Dairy Road)
• Focus Area 3 (mixed-use, medium and high-density residential and commercial,
development opportunity areas south of Weaver Dairy Road)
• Focus Area 4 (mixed-use/ office emphasis on Homestead Road).
The majority of Weaver Dairy Road east of the Northern Area is built out residentially, typically
as middle- and upper-income subdivisions. The majority of the south side of Weaver Dairy Road
is zoned for low-density residential uses (IA units/acre) while much of the north side is medium
(4-8 units/acre) to high-density residential (8-15 units/acre).
Notable goals and objectives in the Northern Area Plan include:
1. A landmark gateway that "announces" Chapel Hill at the intersection of Martin Luther King
Jr. Blvd., and Weaver Dairy Road.
• Consider longer term traffic control options such as pedestrian bridges and
roundabouts.
• Create balanced architectural design that stresses continuity for both the east and
west sides of the intersection.
2. To protect the integrity of existing neighborhoods while accommodating transit-oriented
development.
• Reduce vehicular impact on residential neighborhoods.
• Ensure that the cumulative impact of development does not result in crowding and
congestion in the area.
• Balance density and scale with impact on existing neighborhoods.
3. Development that protects, restores, and enhances the environmental quality of the area.
• Identify and protect significant trees and tree stands in the area.
• Protect Booker Creek headwaters and RCD that lead to Lake Ellen, Eastwood Lake,
and Eastgate Shopping Center.
• Encourage innovative on-site stormwater management, for example, limit
impervious surfaces, utilize vegetative roofs and harvest rainwater.
6
• Design development to mitigate noise impacts from I-40.
• Require innovative "green" development through energy efficient site planning,
architecture, urban design, and maintenance respecting standards such as LEED,
Healthybuild, and ASHRAE.
• Use development to restore degraded habitats.
• Bury existing and new electric power lines to allow for a full tree canopy.
4. Development that supports an active pedestrian environment and promotes transit use.
• Concentrate commercial development in nodes and at existing commercial centers.
• Limit residential development close to I-40 to protect health and well-being of
residents.
• Discourage automobile oriented uses such as drive-in/ drive-through services, gas
stations, automobile services and repair, and car washes.
• Encourage niche pedestrian oriented commercial development, and complete the
bicycle and sidewalk system along Weaver Dairy Road, MLK Jr. Blvd, Homestead
Road, and Eubanks Road to provide safe, efficient, and attractive bike/ped travel
options.
5. Guidelines that promote the design of safe, comfortable, active, and visually interesting
buildings and streetscapes. .
• Create a master landscape plan to encourage harmonious design.
Stormwater Control Policies
The Town of Chapel Hill has stringent stormwater management guidelines. The Town requires
that all applications for developments or subdivisions and any building (some single-family or
two-family dwellings resulting in less than or equal to 5,000 square feet of land disturbance may
not be subject to these requirements) within the Town of Chapel Hill Planning Jurisdiction, must
include a Stormwater Impact Statement and a Stormwater Management Plan. According to the
Town Stormwater Management Requirements, the Stormwater Impact Statement "is a technical
engineering report describing the existing conditions of a developable site and calculating the
impacts that the development will cause to the existing conditions, including hydrology, flow
patterns, soils, vegetation, and natural features such as streams and steep slopes. This report must
be approved prior to receiving a Zoning Compliance Permit for the development." In addition,
the Stormwater Management Plan is also a requirement for the submittal of a Zoning Compliance
Permit. In general, it includes a drawing of the new and proposed site topography, overlay
districts, buffers, Resource Conservation District boundaries, building footprint, stormwater
features, erosion control methods and landscaping. This plan must be approved prior to receiving
a permit for the development.
The peak discharge rate for the post-development conditions shall be no greater than the peak
discharge rate for the pre-development conditions for the local 1-year, 24-hour duration, 2-year,
24-hour duration and the 25-year, 24-hour duration return period storms. The increase in volume
from pre-development conditions to post-development conditions for the 2-year/24-hour storm,
shall be managed on-site using infiltration, reuse or other approved BMP/IMP methods. Those
integrated management practices or best management practices shall be designed to remove 85%
average annual total suspended solids (TSS) from post-development stormwater runoff.
Within the Northern Area, the Town encourages innovative on-site stormwater management, such
as limiting impervious surfaces, utilizing vegetative roofs, and harvesting rainwater. Inside the
planned focus areas in the Northern Area, the Town is requiring 150-foot buffers along perennial
streams and 50-foot buffers along intermittent streams. The proposed project crosses Cedar Fork
Creek inside the Northern Area planning boundary. The creek drains to Booker Creek, a 303(d)
impaired stream, whose headwaters the town recognized for protection.
The proposed project is located in the town limits of Chapel Hill in Orange County. Orange
County and Chapel Hill are North Carolina Phase B (Post-construction) stormwater management
communities. Orange County is not one of the 20 Coastal Area Management Act (CAMA)
Counties, and does not have any Shellfish Resource Waters in the project area. Therefore, at a
minimum, the Phase II stormwater management requirements for low-density and high-density
projects not located within one-halfmile of shellfish waters will apply in the project area. Low-
density projects contain no more than 24% built-upon area or no more than two dwelling units per
acre, and require a minimum separation of 30 feet between streams and the built-upon area.
Stormwater runoff from low-density development must be transported through vegetated buffers.
High-density projects contain more than 24% built-upon area or more than two dwelling units per
acre, and also require, at minimum, a 30-foot separation between streams and built-upon areas.
However, high-density development must use structural stormwater management systems to
control and treat runoff and discharge at a rate equal to or less than the predevelopment discharge
rate for the one-year, 24-hour storm. Phase II requires temporary and permanent BMPs, which
could include detention ponds, infiltration systems, and rooftop runoff management, in addition
to the previously mentioned vegetated buffers.
The Phase IT Rule (Post-construction) extended coverage of the NDPES stormwater program to
certain "small" municipal separate storm sewer systems (MS4s) and requires the stormwater
management program to include:
1. a public education and outreach component;
2. public participation/involvement;
3. a plan to detect and eliminate illicit discharges to the stormwater sewage system;
4. a sediment control program (silt fences and temporary detention ponds) for construction
activities that disturb one or more acres of land, or that is part of a larger plan that will
disturb at least one acre;
5. post-construction stormwater runoff controls for new development and redevelopment
areas, such as preventative actions or best management practices to protect sensitive areas
like wetlands;
6. pollution prevention/good housekeeping program that trains municipal staff on how to
prevent and reduce pollutant runoff from municipal operations.
Market for Development
The Future Land Use Study Area includes the Northern Area of Chapel Hill, an area the Town
calls "vibrant" in part because of its location near the I-40 interchange. A project is currently
under construction on Perkins Drive, and the Town has approved a couple of final plans, and is
considering several concept plans, for new projects on the Weaver Dairy corridor. However,
remaining developable land in the FLUSA is limited, which could slow down future development
in the FLUSA. Likewise, Weaver Dairy Road is very developed, as noted by Town of Chapel
Hill Planner Phil Mason. Weaver Dairy Road is encompassed by middle- to upper-income
subdivisions and residential neighborhoods fanning out from the corridor, essentially meaning
that further development of the FLUSA will most likely occur for reasons other than TIP Project
U-3306. Any development that does occur in the area will also be controlled locally by a
stringent growth management plan.
8
Sites along Perkins Drive and
Banks Street, and more
largely, between the
intersections of Weaver Dairy
Road with both Martin
Luther King Jr. Blvd and
Kingston Drive, contain the
most intense mix of land uses
along the proposed project,
including two shopping
centers, new office buildings,
high-density residential units,,
banks, a movie theatre, and
sites currently under
construction. The Town of Chapel Hill Planning Department has approved plans for construction
of the Timberlyne Commerce Park on Perkins Drive, where one building currently exists, one is
currently under construction, and two more are in the pipeline. Plans have also been approved for
The Residences at Chapel Hill North, in a mixed-use, office/ institutional zoning district in the
northeast portion of the Chapel Hill North Shopping Center, off Perkins Drive. This proposed
multi-family planned development would consist of 10 buildings containing 123 dwelling units
and 238 parking spaces, including a clubhouse and garages, on an approximately 13-acre site,
according to Town Council minutes. Concept plans were submitted for a Seventh Day Adventist
Church south of the proposed roundabout at Weaver Dairy Road and the proposed Sage Road
extension, for the mixed use (residential, office, retail) Altemueller Development proposed for
1641 Martin Luther King Jr. Blvd, and for a proposed hotel at Chapel Hill 40 (also known as the
Campus at Vilcom),.north of the intersection of Weaver Dairy Road and Kingston Drive. The
market for development in the FLUSA is strong, but land supply is limited.

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Indirect Effects
The proposed project is consistent with local plans that call for improving Weaver Dairy Road to
make it a more bicycle and pedestrian friendly corridor. The proposed project does not have an
explicit economic development purpose, nor is it planned to serve a specific development. The
market for development is already very strong in the Future Land Use Study Area (FLUSA), but
the area is almost completely built out, especially along Weaver Dairy Road, which was
9
confirmed by site visit observations and aerial_maps, in addition to in person dialogue with Town
of Chapel Hill Planner Phil Mason. Therefoie, the project is unlikely to stimulate land
development having complementary functions, and any further, development of the Area will not
occur primarily as a result of the proposed U-3306 TIP Project., The Town of Chapel Hill has
planned how the Northern Area will develop around the Weaver Dairy Road and Martin Luther
King Jr. Blvd intersection, so all development and redevelopment of property will be controlled
by very stringent growth management policies. This will include innovative on-site stormwater
management that limits impervious surfaces, and controls stormwater runoff. The near 3%
annual population growth from year 2000 to 2007 illustrates the considerable growth in middle-
and upper-income residents who now live along the project corridor. Other factors, such as
proximity to I40 are driving the population and job growth in this area, which are expected to be
well above average over the next 20 and 10 years, respectively. The scope of the project is
relatively limited. The proposed Sage Road extension, while on new location, provides no
meaningful new access to undeveloped land and offers very limited travel times savings, the
scope of the project is reasonably limited, all of which will inhibit change in land use effects
associated with this project. Consequently, the proposed project is unlikely influence
intraregional land development-location decisions, or cause a change in travel patterns in the
FLUSA.Collectively, environmental impacts because of ICES and indirect effects as a result of
this proposed project alone should be low or minimal.
Cumulative effects considers
past, present, and reasonably
foreseeable future actions
within the Future Land Use
Study Area. Past manmade
actions include previous
development like subdivisions
and Interstate 40, and can
include public policy
decisions like zoning changes
or the establishment of the
Future Focus Areas in the
Northern Area Plan. Current
actions include the proposed
project itself (U-3306) and
ongoing construction of the
Timberlyne Commerce Park
on Perkins Drive. Reasonably
foreseeable future actions include the proposed hotel in the Campus at Vilcom, the remaining two
buildings for the Timberlyne Commerce Park, the realignment of Old University Station Road,
proposed development of the Future Focus Areas, and the proposed TIP projects, such as TIP
Project I-3306, which adds additional lanes to I40.
The proposed project crosses Cedar Fork Creek, which drains into Booker Creek, a 303(d)
impaired stream. There are no NCDWQ designated high quality or outstanding resource waters,
or water supply watersheds located inside the Future Land Use Study Area. Development
activity in the Future Land Use Study Area is abundant, but the area is mostly built out and fewer
acres of developable area remain. Future development would nonetheless increase the amount of
impervious area in the project area, but the Town of Chapel Hill. Orange County and Chapel Hill
are Phase 11 stormwater management communities, and the Town of Chapel Hill has additional
10
Cumulative Effects
stringent stormwater management regulations. In addition, the Northern Plan for the Town of
Chapel Hill lists protecting Booker Creek headwaters and Resource Conservation Districts that
lead to Eastwood Lake as one of the goals in its framework for future development in the
Northern Area. Direct natural environmental impacts by NCDOT projects would be addressed by
avoidance, minimization, or mitigation, consistent with programmatic agreements with the
natural resource agencies during the Merger and Permitting processes.
Additional development exclusively resulting from this project will be limited because of the
substantial build out that has already occurred in the Study Area, and will be planned and
controlled by the stringent local ordinances and land use plans. Since the project is not likely to
result in a change in land use as result the transportation impact causing activities associated with
the project, cumulative effects beyond the others cited above would be minimal or low.
Sources
Mason, Phil. Principal Planner. Town of Chapel Hill Planning Department. 919.968.2427.
pmason(z)townofchape lhi ll. org
NeWalli, Kumay. Engineering Services Manager. Town of Chapel Hill Engineering
Department. 919.969.5093. engineering(&townofchapelhill.org
NCDOT Traffic Survey Group.
NCDOT Geographic Information Systems.
North Carolina Department of Commerce, www.nccommerce.com
North Carolina Office of State Budget and Management, http://www.osbm.state.nc.us/
North Carolina State Data Center, ham://sde.state.nc.us/
North Carolina Division of Water Quality. Stormwater Unit :: NPDES Phase II Stormwater
Program, htti)://dem.ehnr.state.nc.us/su/NPDES Phase II Stormwater Program.htm
Orange and Water Sewer Authority, 919.968.4421, htip://www.owasa.ore/home/index.asnx
Town of Chapel Hill, 919.968.2743, http://www.ci.chapel-hill.nc.us/
Chapel Hill Data Book 2007
Comprehensive Land Use Plan
Greenways Master Plan
Northern Area Task Force Final Report
Stormwater Management Division
US Census Bureau, www.census.gov, 1990 and 2000, Summary File 3
Approved By: Date: I '? I 0
Stephen J. Gurganus, AI'CP
Community Studies Team Leader, NCDOT
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