20050354 Ver 1_Complete File_20050321

QF W ATF9 Michael F. Easley, Governor
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Division of Water Quality
March 14, 2005
Guilford County
DWQ Project No. OS-0354
TIP Project No. U-3612
SR 1424 (Hilltop Rd) widening from east of SR 1546 to SR 4150
APPROVAL of 401 Water Quality Certification 0 ~~~~n/](~ D
Mr. Gre o J. Thor e, Ph.D., Director ~ ~;/ L5
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NCDOT Project Development & Environmental Analysis MAR 2 1 2005
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548 pENR -WATER QUALITY
YVETLANDS AND STORMWATER BRANCH
Dear Dr. Thorpe:
You have our approval, in accordance with the attached conditions and those listed below, to incur the following impacts
in order to widen SR 1424 (hilltop Rd) from east of SR 1546 to SR 4150 in Guilford County.
• 89 linear feet of permanent stream impacts to a UT to Bull Run;
• 0.06 acres of riverine wetland impacts;
• 9,619 ft2 of impacts to protected Gone 1 Randleman Buffer;
• 5,925 ft2 of impacts to protected 7,one 2 Randleman Buffer; and
• Temporary impacts of approximately 0.01 acres to a UT to Bull Run.
The project shall be constructed in accordance with your application dated February 17, 2005 (received February 28,
2005). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Nos. 3404 and 3366, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14 and 33. The
Division has also approved your use of the "General" Major Variance from the Randleman lake Water Supply Watershed
Riparian Rules (15A NCAC 2B .0250). In addition, you should acquire any other federal, state or local permits before
you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water
Supply Watershed regulations. This approval will expire with the accompanying 404 pertnit, unless otherwise specified
in the Water Quality Certification.
This approval is valid solely f~~r the purpose and design described in your application (unless modified below). Should
your project change, you must notify the llivision of Water Quality (Division) and submit a new application. If the
property is sold, the new owner must be given a copy of this approval letter and certifications, and is thereby responsible
for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if
total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the conditions
listed in the attached certification and any additional conditions listed below.
North Carolina Division of Water Quality 585 Waughtown Street
Internet: h2o.encstate.nc.us Winston-Salem, NC 27107
No~C hCarol' na
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Phone [phone] Customer Service
FAX [phone]
An Equal OpportunitylAfrrmative Action Employer - 50% Recycled/10% Post Consumer Paper

Gregory J. Thorpe, Ph.D.
March 14, 2005
DWQ# OS-0354
TIP# U-3612
Page 2
Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sedirnerat and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manrzal. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For bon•ow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the completion of the project.
4. Pursuant to 15A NCAC 2B .0250, sediment and erosion control devices shall not be placed in Zone 1 of the
Randleman Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has not approved the use
of sediment and erosion control devices in Zone 1 anywhere on this project. Sediment and erosion control
devices shall be allowed in 7,one 2 of the buffer provided that Zone l is not compromised and that discharge is
released as diffuse flow.
5. The outside buffer, wetland or water boundary as well as along the construction corridor within these boundaries
approved under this Certification shall be clearly marked by orange fabric fencing or equivalent, for the areas that
have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15A NCAC 2B .0250.
6. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction. All protected riparian buffers impacted by the placemetn of
temporary fill. or clearing activities shall be restored to the preconstruction contours and re-vegetated with native
woody species upon completion of the project construction.

Gregory J. Thorpe, Ph.D.
Mardi 14, 2005
DWQ# OS-0354
Tll'# U-3612
Page 3
7. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or ~~reater
than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or larger should be
buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established
in the culvert following installation and to provide aquatic life passage during periods of low flow. These
measurements must be based on natural thalweg depths. "this may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced,
and re-installed correctly, unless demonstrated that this is topographically unfeasible. All waters must flow
through without freefalling or damming on either end of the culverts during low flow conditions, to maintain
aquatic life and/or fish passage.
8. All stormwater runoff shall be directed to sheetflow through stream buffers at non-erosive velocities, unless
approved otherwise by this Certification.
9. "The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream.
10. Disturbed floodplains and streams should be restored to natural geomorphic conditions.
11. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical.
If rip-rap is necessary, it must be limited to the stream bank below the high water mark, and vegetation must be
used for stabilization above high water. Any rip-rap used must not interfere with aquatic life passage during low
flow conditions.
12. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance ofaltering the stream's water chemistry and causing a fish kill.
13. Heavy equipment must he operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
14. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
15. 1'he presence of equipment in the channels must he minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts.
16. Temporary dewatering sites must be restored to preexisting conditions unless more natural geomorphic conditions
can be provided.
17. All work shall be performed during low flow conditions.

Gregory J. "Thorpe, Ph.D.
March 14, 2005
DWQ# OS-0354
TIP# U-3612
Page 4
18. Compensatory Mitigation:
NCDOT plans offsite mitigation for 89 feet of stream and 0.06 of riverine wetlands through the Ec
Enhancement Program (EEP). (see acceptance letter dated January 4, 2005).
Mitigation for impacts to the Randleman Lake Riparian Buffer will be mitigated for as described below:
Zone
of
Im act Impacts
(Square
Feet Replacement
Ratio
_ Total Square Feet
of Mitigation
Re uired
Zone 1 9,619 _ _
3:1 28,857
Zone 2 5,925 1.5:1_ 8,888
Total 15,544 37,745
We understand that you have chosen to perform compensatory mitigation for impacts to protected buffers
use of the EEP In-Lieu Fee Program and that the EF.P has agreed to implement the mitigation for the proje
Mitigation for unavoidable impacts to Kandleman bake Riparian Buffers shall be provided in the Cape Fe
Basin and done in accordance with 15A NCAC 2I~ .0506 at a cost of $0.96 per square foot for 37,745 squ
of buffer impact. Therefore, a total payment of $36,235.20 shall be submitted to the EEP to offset the pro
impacts. The payment to EEP, and the required riparian buffer mitigation shall be implemented in accord
with all the Memorandum's of Agreement signed between the North Carolina Department of Environmen
Natural Resources and the NC Department of Transportation that govern the practice and function of the 1
19. NCDOT and its authorized agents shall conduct its activities in a manner consistent with State wate~.
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act)
other appropriate requirements of State law and Federal law. If DWQ determines that such standards or
not being met (including the failure to sustain designated or achieved use) or that State or federal law
violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and mo
certification to include conditions appropriate to assure compliance with such standards and require
accordance with 15A NCAC 2H.0507(d). Before modifying the certification, DWQ shall notify NCDOT
US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503 and
opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions
provided to N-COOT in writing, shall be provided to the United States Army Corps of Engineers for refs
any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of
Permit for the project.
20. NCDOT shall require its eonti~actors (and/or agents) to comply with all of the terms of this Certification,
provide each of its contractors (and/or agents) a copy of this Certification.
21. Upon completion of the project, the NCDO'I' shall complete and return the enclosed "Certification of Coy
Form" to notify DWQ when all work included in the 401 Certification has been completed. The responsil
shall complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Qual
completion of the project.

Gregory J. Thorpe, Ph.D.
r March 14, 2005
DWQ# OS-034
'TIP# U-3612
Page 5
1f you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. 1'o ask for a hearing, send a written petition, which conforms to
Chapter 150B of~ the North Carolina General Statutes to the Office of Administrative Hearings, 67 ] 4 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please contact Sue Homewood at 336-771-4600 extension 287 or at [e-mail].
Sincerely,
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
,Tohn Thomas, USACE Raleigh Field Office
Mike Mills, PE, Division Engineer, NCDOT Division 7
William D. Gilmore, P.T., Director, EEP
Wetlands/401 Unit
Winston Salem Regional Office
Central Files

Gregory J. Thorpe, Ph.D.
March 14, 2005
DWQ# OS-0354
TIP# U-3612
Page 6
DWQ Project No.:
County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401. Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, ,hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Agent's Certification
Date:
1, ,hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Registration No.
Date

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STATE OF NORTH CAROLINA ` ,~~
DEPARTT~IENT' OF TRANSPORTATION ~ ~
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
February 17, 2005
US Army Corps of Engineers ~~
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Regulatory Branch ~' "~
6508 Falls of the Neuse Road ~ -~
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Raleigh, NC 27615
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ATTENTION: Mr. John Thomas D 5 0 3 5 4
NCDOT Coordinator ~
Deaz Sir:
SUBJECT: Application for Nationwide Permit 14, 33, and Riparian Buffer
Certification for the widening of SR 1424 (Hilltop Road) from East of SR
1546 (Guilford College Road) at Chelsea Acres Court to SR 4150 (Adams
Farm Parkway) in Guilford County. NCDOT Division 7, Federal Project
No. STP-1424 (3), State Project No. 82496401, T.I.P. No.U-3612, $475.00
Debit work order 82496401, WBS Element No. 34960.1.1.
Please find enclosed a copy of the half-size roadway designs plans, Pre-construction
Notification, Stormwater Management Plan, EEP Acceptance letter, Randleman Variance
Application, and permit drawings for the subject project. The Environmental Assessment
for this project was completed in January 2003 and the Finding of No Significant Impact
was completed in August 2003. Additional copies are available upon request.
The NCDOT proposes to widen Hilltop Road (SR 1424) from East of Guilford College
Road (SR 1546) at Chelsea Acres Court to Adams Farm Pazkway (SR 4150). The
proposed project will widen the existing two-lane roadway equalaterly to a five lane, with
2-foot 6-inch curb and gutter along both sides of the roadway, a 10-foot berm (14-foot
with guardrail), and a 5-foot sidewalk along the south side of Hilltop Road. The
improved facility will include a 12-foot wide center turn lane, two 12 foot inside travel
lanes, and 14 foot outside travel lanes. The proposed improvement will also replace the
existing structural plate pipe arch over a Unnamed Tributary (UT) to Bull Run with a new
single barrel 7' x 8' reinforced concrete box culvert (RCBC). A temporary onsite detour
alignment to the south and a 8-foot pipe extension for stream conveyance through detour
will be used. The total project length is 0.63 miles.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW NCDOT.ORG
LOCATION:
2728 CAPROL BOULEVARD
PARKER LMCOLN BUILDMG. SURE 168
RALEIGH NC 27699

.~
The purpose of this project is to improve the traffic flow and safety along Hilltop Road.
Construction of the proposed project will necessitate impacts to jurisdictional waters.
This project is located in the Cape Fear River Basin within HUC 03030003. There will
be a total of 89 feet of jurisdictional stream channel impacted, 0.06 acres of wetland, and
15,544 square feet of impacts to protected buffers within the Randleman Lake Watershed.
Impacts from this project will qualify for permitting under a Nationwide Permit 14. The
North Cazolina Ecosystem and Enhancement Program (EEP) will provide compensatory
mitigation. This project has a let date of October 18, 2005.
NEPA Document Status
An Environmental Assessment (EA) was prepared by the North Carolina Department of
Transportation and approved January 10, 2003. A Finding of No Significant Impact
(FONSI) was approved on August 25, 2003. In addition, existing and projected
conditions in the study area were described including natural systems and wetlands.
Alignments were evaluated with respect to costs, social and economic impacts, and
environmental consequences. The EA and FONSI have been provided to regulatory
review agencies involved in the approval process. Additional copies will be provided
upon request.
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal
Highway Administration (FHWA) chazacteristics 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 aze made in the azea;
(3) The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
Resource Status
Waters of the United States: An unnamed tributary (UT) to Bull Run and associated
wetland community aze the only water resources within project area. The UT is a
perennial stream approximately 7-foot wide at the streambed with 6-foot banks and has a
substrate composed of course sand. The wetland associated with the UT is a riverine
palustrine broad-leaved deciduous forest.
Jurisdictional Delineations: NCDOT Biologists verified stream status and mitigation
requirements with the USACE and NC DWQ on November 17, 2003. Impacts are
reported in Table 1.
Table 1. Stream and Wetland Impacts for TIP Project U-3612, Guilford Coun
Site Station Stream Name DWQ Index Stream Wetland
No. Impacts feet Impacts (ac)
1 22+31-L- (RT) to UT to Bull Run 17-5-(1) 89 0.06
23+24-L-
Page 2 of 6

project will not by itself, spur additional development or contribute to the degradation of
downstream water quality (see attached Indirect and Cumulative Effects Report).
Federally Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened aze protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended. As of January 29, 2003
the United States Fish and Wildlife Service (USFWS) lists one federally protected species
for Guilford County, the bald eagle (Haliaeetus leucocephalus). The federal status of the
bald eagle is Threatened and Proposed for Delisting. No habitat was found in the project
azea and the biological conclusion is No Effect. Since the original Environmental
Assessment was prepared no species have been added to or removed from the list.
Cultural Resources
Archaeological and Historic Resources: According to a memo dated March 6, 2001 from
the State Historic Preservation Office (SHPO), there are no known properties of
historical, azchitectural, or Achaeological significance which would be affected by the
project (Appendix C of the EA).
Avoidance, Minimization, and Compensatory Mitigation
The CEO has adopted through the Council on Environmental Quality (CEQ), a wetland
mitigation policy which 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 Waters of the United States. Mitigation of wetland 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 were taken to
minimize or mitigate impacts to wetlands.
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize wetland impacts, and to provide full compensatory mitigation of
all remaining wetland impacts. Avoidance measures •were taken during the planning and
EA phases; minimization measures were incorporated as part of the project design.
Avoidance: All jurisdictional areas not directly affected by the project will be
protected from unnecessary encroachment.
Page 4 of 6

Minimization: Jurisdictional impacts were minimized to the maximum extent
practical. In addition to directly avoiding wetlands and streams, NCDOT is
incorporating the following measures to minimize impact to wetlands and surface
waters:
1. Use of 2:1 fill slopes in jurisdictional azea.
2. Use of grass swales to diffuse water flow and for treatment before it enters the
buffer and wetland areas.
3. No staging of construction equipment or storage of construction supplies will be
allowed in wetlands or near surface waters.
4. Widening on existing alignment.
5. Placement of sewer line above the culvert beneath roadway fill.
Mitigation: 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. Mitigation is generally accomplished through a combination of
methods designed to replace wetland functions and values lost as a result of construction
of the project. These methods consist of creation of new wetlands from uplands, borrow
pits, and other non-wetland azeas; restoration of wetlands; and enhancement of existing
wetlands. Where such options may not be available, or when existing wetlands and
wetland-surface water complexes aze considered to be important resources worthy of
preservation, consideration is given to preservation as at least one component of a
compensatory mitigation proposal.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Cazolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment
and Natural Resources Ecosystem Enhancement Program (EEP), will assume
responsibility for satisfying the federal Clean Water Act compensatory mitigation
requirements for NCDOT projects that are listed in Exhibit 1 of the subject MOA during
the EEP transition period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the necessary compensatory mitigation to
offset unavoidable impacts to waters that are jurisdictional under the federal Clean Water
Act will be provided by the EEP. The offsetting mitigation will derive from an inventory
of assets already in existence within the same 8-digit cataloguing unit. An acceptance
letter for compensatory mitigation form EEP dated January 4, 2005 is attached. The
Department has avoided and minimized impacts to jurisdictional resources to the greatest
extent possible as described above. The unavoidable impacts to 89 feet of a jurisdictional
stream, 0.06 acres of riverine wetland, and 9,619 ft2 of Zone 1 and 5,925 ft2 of Zone 2
buffer impacts will be offset by compensatory mitigation provided by the EEP program.
Page 5 of 6

Regulatory Approvals
Application is hereby made for the Department of Army Section 404 Nationwide 14 for
the above-described activities and for the issuance of a Nationwide Permit 33 authorizing
use of the temporary pipe extension and dewatering for culvert construction.
We are also hereby requesting a 401 Water Quality Certification, Randleman Buffer
Certification and Randleman Buffer Variance from the Division of Water Quality. In
compliance with Section 143-215.3D(e) of the NCAC we will provide $475.00 to act as
payment for processing the Section 401 permit application previously noted in this
application (see Subject line). We are providing seven copies of this application to the
North Carolina Department of Environment and Natural Resources, Division of Water
Quality, for their review.
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.org[planning/pe/naturalunit/Permit.html. If you have any questions or
need additional information please call Ms. Deanna Riffey at [phone].
Sincerely,
~~_
L_~
Greg ry Thorpe, Ph.D
Environmental Management Director, PDEA
Cc:
W/attachment
Mr. John Hennessy, Division of Water Quality (7 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Greg Perfetti, P.E., Structure Design
Dr. David Chang, P.E., Hydraulics
Mr. J. M. Mills, P.E.
Mr. Mark Staley, Roadside Environmental
Mr. Jerry Parker, DEO
W/o attachment
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Jennifer Safron, PDEA Project Planning Engineer
Ms. Beth Harmon, EEP
Mr. Carl Goode, PE
Page 6 of 6

Office Use Only: Form Version May 2002
~5U35~
USACE Action ID No. DWQ' No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14 , 33, & Randleman
Buffer
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
Owner/Applicant Information
Name: NCDOT
Mailing Address: Project Development & Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: horpe(a~dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Widening of Hilltop Road (SR 1424) from East of Guilford College Road
(SR 1546) at Chelsea Acres Court to Adams Farm Parkway (SR 4150)
2. T.I.P. Project Number or State Project Number (NCDOT Only): U-3612
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: Jamestown
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Raleigh - I-40 West, Exit
213 (Guilford College Road) Right on Hilltop.Road
5. Site coordinates, if available (UTM or Lat/Long): 36° 02' 21" N / 79° 54' 38" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 0.63 miles (length)
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary to Bull Run
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SR 1424 is classified as a Major Thoroughfare in the
Greensboro Urban Area Thoroughfare Plan and is classified as a Minor Urban Arterial on the
North Carolina Statewide Functional Classification Svstem.
Page 2 of 13

l 0. Describe the overall project in detail, including the type of equipment to be used:~see cover
letter)
11. Explain the purpose of the proposed work: Purpose of this project is to improve traffic flow
and safety
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 13

delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: (see cover letter)
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-yeaz Floodplain**
es/no) Distance to
Nearest Stream
lineaz feet
Type of Wetland***
Sitel permanent 0.06 No 5 Riverine

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.06 acres
Total area of wetland impact proposed: 0.06 acres
Page 4 of 13

3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Site 1 Permanent 89 ft LJT to Bull Run 7 ft Perennial
Site 1 Temporary Fill 0.005 IJT' to Bull Run 7 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated riprap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, riprap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.¢ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.wm,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 89 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
indicate on ma
*
Type of Impact Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 5 of 13

5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
(see cover letter)
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 6 of 13

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation required - EEP See cover letter for details.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htt~://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):-
Amount ofNon-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):-
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Page 7 of 13

Yes ® No ^
X.
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be. listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Randleman Rules )?
Yes ® No ^ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Hare feet) Multiplier Mitq anon
1 9,619 3 N/A
2 5,925 1.5 N/A
Total 15,544
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Mitigation is provided by North Carolina Ecolo>;ical Enhancement Pro>;ram
Page 8 of 13

XI. Stormwater (reyuired by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sui~'iciently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~---. ~ z/z3~o s
~lpplicant/Agent's Signature 1 Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 13

DRAFT VERSION 2
02/26/02
FFICE USE ONLY: Date Received Re uest #
State of North Carolina, Department of Environment and Natural Resources, Division of Water Quality
"General" Major Variance Application Form
From the Randleman Lake Water Supply Watershed: Protection and Maintenance of Riparian Areas
Rule (Randleman Buffer Rule) for PUBLIC ROAD CONSTRUCTION, IMPROVEMENT &
MAINTENANCE ACTIVITIES (As approved by the Water Quality Committee of the Environmental
Management Commission on February 14, 2002)
NOTE:
To constitute a complete application, all of the information requested in this form
must be provided. Incomplete applications will be returned to the applicant The
original and two copies of the completed "General" Variance Application Form and
any attachments must be sent to the DWQ 401/Wetlands Certification Unit, 1650 Mail
Service Center, Raleigh, NC 27699-1650, [phone] and one copy needs to be sent
to the Piedmont Triad Regional Water Authority (PTRWA), 2216 W. Meadowview Rd.,
Wilmington Bldg., Suite 204, Greensboro, NC 27407, [phone] to constitute a
complete submittal. This form maybe photocopied for use as an original.
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the Division Engineer, project manager, person responsible for project):
2
3.
Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name:
Title:
Street address:
City, State, Zip:
Telephone: ,
Fax: ~)
Contact person who can answer questions about the proposed project:
Name:
Telephone: ) 3 - /`f
Fax: ) 7 33 - 979
Email:
4. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans specifications, letters, operation and maintenance agreements, etc.):
-rs~ U-3~1a
5. Project Location:
Street address:
City, State, Zip:
County:
Latitude/longitude:
UI ~ Ou~^I
"General" Variance Application Form (RANDLEMAN)

DRAFT VERSION 2
2/26/02
6. Directions to site from nearest major intersection (Also, attach an 8'/2 x 11 copy of the portion
of the USGS topographic map and soil survey indicating the location and boundaries of the
site):
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
Stream classification [as identified within the Schedule of Classifications 15A NCAC 26
.0311 (Cape Fear River Basin)]:
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
401 Certification/404 Permit
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as
construction or site plans) to accurately delineate the boundaries of the land to be utilized in
carrying out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ftz for each zones.: Zone 1 = 9619 ftz; Zone 2 = 5925 fiz
Widening of SR 1424 (Hilltop Rd.) from East of SR 1546 (Guilford College Rd.) at Chelsea
Acres Ct. to SR 4150 (Adams Farm Parkway) in Greensboro.
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
The proposed widening of existing roadway will require fill over riparian buffers. This fill is
minimized by utilizing symmetrical widening, rather than a new location alternative. All other
alternatives are impractical in this urban setting.
3. If sheet flow of concentrated runoff cannot be achieved prior to entering the buffers, then
please provide information on any on-site stormwater management facilities (e.g., grassed
swales, extended detention wetlands, etc.) that will be used to control nutrients and attenuate
flow (attach construction details and site locations of these plans):
Where sheet flow could not be maintained, grassed swales were implemented fo treat the
discharge before reaching the bufiFers. The proposed drainage design was presented at the
Permit Review meeting (with DWQ in attendance). Beth Barnes of DWQ was in favor of the
proposed design and the request for a General Major Variance, since it will prevent erosion in
the buffers. See plans for location and design data.
"General" Variance Application Form (RANDLEMAN), page 2

DRAFT VERSION 2
2/26/02
4. How do you intend to provide mitigation if required under Condition No. 7 of the variance?
(Attach a Mitigation Plan if you intend to satisfy the mitigation requirement through the
restoration of riparian buffers.) ~ C Q
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
If proposed ditches are not allowed through the buffers to replace the existing ditches lost
due to the road widening, the inevitable reconcentration of flow would result in the formation
of eroded gullies Through the buffers.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
Sheet flow through the buffers cannot be maintained on this property due to the steepness of
the existing topography.
Part 3: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm):
Mailing address:
City, State, Zip:
Telephone:
Fax:
Email:
Part 4: Applicant's Certification
I, (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans.
Signature:
Date:
Title:
NC Division of Water Quality (DWQ)
401 Wetlands Certification Unit
2321 Crabtree Blvd. (LOCATION)
1650 Mail Service Center (MAILING ADDRESS)
Raleigh, NC 27699-1650
[phone]
Piedmont "Triad Regional Water Authority (I''fRWA)
3216 Vd. Meadowview Rd.
Wilmington I31dg., Suite 204
Greensboro. NC 27407
(3361 5=I7-8437
"General" Variance Application Form (RANDLEMAN), page 3

STORMWATER MANAGEMENT PLAN
Project: U-3612 (34960.1.1) October 21, 2003
Location: Widening of SR 1424 (Hilltop Rd.), Guilford Co.
Hydraulics Project Manager: Jay Twisdale, PE
ROADWAYDESCRIPTION
The project involves the widening of SR 1424 (Hilltop Rd.) from east of SR 1546
(Guilford College Rd.) at Chelsea Acres Court to Adams Farm Pkwy. The overall length
of the project is 0.6 mi., and the existing 2-lane, 2-way road is being widened to a 5-lane
curb & gutter roadway. There is one major crossing on the project, which is a proposed
box culvert.
ENVIRONMENTAL DESCRIPTION
The project is located in the Randleman Lake Water Supply Watershed. There is 'one
stream crossing at a tributary to Bull Run Creek (Sheet 5, Sta. 23+12 -L-), which is
classified as WS-IV. Randleman buffer impacts will occur at this stream crossing. There
is also one wetland at this crossing which will be impacted by the proposed widening.
Under Randleman Rules with "General" Major Variance, this crossing is allowable, no
mitigation required (less than 150 L.F. and less than 1/3 Ac.).
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Best Management Practices (BMPs) and measures used on the project to reduce
stormwater impacts are listed below. All stormwater being discharged through the
buffers is either diffuse flow or has been treated prior to entering the buffers.
GRASSED SWALES
SITE 1
Sta. 23+65 to Sta. 24+50 -L- Lt.
Sta. 24+50 to Sta. 26+00 -L- Rt.
Additional grassed swales designed but not claimed for credit:
Sta. 23+16 to Sta. 23+65 -L- Lt.
Sta. 23+33 to Sta. 24+10 -L- Rt.
CULVERT
SITE 1
Sta. 23+12 -L-
The existing 7'-6" x 5'-4" structural plate pipe arch with 96" corrugated metal pipe
extensions is to be replaced by a 7' x 8' box culvert buried approx. one foot below the
stream bed (the existing pipe arch is not buried). The proposed box culvert has been
designed so that no stream rechannelization will be required. Normal stream flow and
channel characteristics will be maintained.
Page 1 of 2

r
U-3612
S\\'M Plan
MISCELLANEOUS
SITE 1
2:1 fill slopes are used through the buffer zones to reduce impacts.
Sta. 22+00 -L- Rt.: The system outlet has been shifted 89' from the sag location (within
the buffers) to discharge approx. 70' from the buffer zone. The system outlet is carried in
a 40' long ditch before being discharged as diffuse flow across the wetland and buffers.
Page 2 of 2

o stem
.~ _i~ ~.: ~f~~yE :~~~~~~.~J~.~~.i..
PROGRAM
January 4, 2005
Mr. John T. Thomas, Jr.
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Dear Mr. Thomas:
Subject: EEP Mitigation Acceptance Letter:
U-3612, SR 1424 (Hilltop Road) Widening, Guilford County;
Cape Fear River Basin (Cataloging Unit 03030003); Central
Piedmont Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide mitigation for the 89 feet of unavoidable stream impact
(warm) and 0.06 acre of unavoidable riverine wetland impact associated with the above
referenced project.
The subject project is not listed in Exhibit 2 of the Memorandum of Agreement
among the North Carolina Department of Environment and Natural Resources, the North
Carolina Department of Transportation, and the U. S. Anmy Corps of Engineers,
Wilmington District dated July 22, 2003; therefore, the EEP intends to provide
compensatory stream and riverine wetland mitigation up to a 2:1 ratio in Cataloging Unit
03030003 of the Cape Fear River Basin.
If you have any questions or need additional information, please contact Ms. Beth
Hatmon at [phone].
Sincerely,
~ 1-~, ~ ~
lliam D. Gilmore, P.E.
EEP Director
cc: Phil Harris, Office of Natural Environment, NCDOT
John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: U-3612
h. .%.,. .~ - ,. ,~... , ,.. NCD I~R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net

Y
,~ o stem .~,
PROGRAM
January 4, 2005
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
U-3612, SR 1424 (Hilltop Road) Widening, Guilford County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the riverine wetland and stream mitigation for the subject
project. Based on the information supplied by you in a letter dated December 13, 2004,
the impacts are located in CU 03030003 of the Cape Fear River Basin in the Central
Piedmont (CP) Eco-Region, and are as follows:
Stream Impacts: 89 feet; Riverine Wetland Impacts: 0.06 acre
Also, as indicated in your letter, this project will impact buffers located in CU
03030003 of the Cape Fear River Basin. The total buffer impacts are 9,619 square feet in
Zone 1 and 5,925 square feet in Zone 2. Please note, since buffer impacts were not
projected in the NCDOT's 7-year Impact Projection Database, EEP was not able to
include these cost in the Biennial budget approved at the July 2004 Board of
Transportation meeting. The buffer mitigation request and approval will be managed
through the EEP's In-Lieu Fee (ILF) Program.
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon
receipt of the NCDWQ's Buffer Certification, the NCDOT will provide the EEP a copy
of the Certification along with a letter verifying the buffer impact/mitigation amounts and
requesting a fund transfer to provide the required compensation. The EEP will transfer
funds from the MOA Account (Fund 2984) into the ILF Buffer Mitigation Fund (Fund
2982). Since this expense is outside of the approved Biennial budget, the EEP will
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net

request reimbursement for the buffer mitigation on the next quarterly invoice after the
transfer has occurred.
The subject project is not listed in Exhibit 2 of the Memorandum of Agreement
(MOA) among the North Carolina Department of Environment and Natural Resources,
the North Carolina Department of Transportation, and the U. S. Army Corps of
Engineers, Wilmington District dated July 22, 2003. The EEP is only committed to
provide the mitigation needs for projects listed on Exhibit 2 during the first two years of
the program; however, the EEP currently has sufficient stream and riverine wetland
mitigation assets within this CU and will provide the proper stream and riverine wetland
mitigation amount. The EEP intends to provide compensatory stream and riverine
wetland mitigation up to a 2:1 ratio in Cataloging Unit 03030007 of the Cape Fear River
Basin.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~ ~ c~~"~ Z
' iam D. Gilmore, P.E.
EEP Director
cc: John T. Thomas, Jr., USACE-Raleigh
John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: U-3612

Indirect & Cumulative Effects
U-3612 Guilford County
Widening of Hilltop Road from Guilford College Road to Adams Farm Parkway.
Since the widening of Hilltop Road is intended to relieve congestion and improve traffic
mobility along a short section of an existing road in a developed area, and does not alter
traffic patterns, it is not anticipated to create conditions for inducing growth. While the
project will improve the level of service, no new connections will be provided. The
widening is unlikely to alter the existing land uses or provide new accessibility to
adjacent parcels. Thus, a detailed cumulative impacts study would not be needed.
The project is located in the Cape Fear River basin and is also located within the Lower
Randleman Lake Watershed (WS-IV) and Water Supply Watershed. The maximum
density allowed for new development is 1 dwelling unit per acre with a maximum 12%
lot coverage or built upon area.
Randleman Rules:
The entire project area is subject to the Randleman Rules which are a part of the North
Carolina Administrative Code (15A NCAC 02B .0250, Randleman Lake Water Supply
Watershed: Protection and Maintenance of Riparian Areas.
This code is the managing strategy for maintaining and protecting riparian areas in the
Randleman Lake watershed. The Randleman Lake watershed has several buffer
regulations including a 50-foot riparian buffer along the water main water body and
streams contributing to it, a 100-foot vegetative buffer for new developments along
streams utilizing the high density option, and a 200 foot protective buffer encompassing
the normal pool level of the lake.
The nearest 303(d) listed stream is the East Fork of the Deep River, which is more than a
mile away. The East Fork is listed for turbidity and impaired biological integrity due to
urban runoff and industrial permitting.
No river, stream or creek within the vicinity of the project is designated as a Wild and
Scenic River, nor are there any floodplains along the project corridor.
Analysis of Indirect & Cumulative effects:
The combination of the limited nature of the proposed road improvements, a half mile
widening project, and the resource protective development restrictions imposed by the
Randleman Rules Water Supply protection ordinance (riparian buffers, development
density limits and impervious surface restrictions), indicates that the proposed widening
project will not by itself, spur additional development or contribute to the degradation of
•downstream water quality.

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NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
8 VERNON RHODES 5322 HILLTOP RD.
JAMESTOWN,NC 27282
9 JAMES FOGLEMAN, JR 602 EDWARDIA DR.
GREENSBORO, NC 27409
II ADDIE MAYNARD 5312 HILLTOP RD.
JAMESTOWN,NC 27282
lr ~~~~
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT:3d9fi0.1.1 (U-3612)
GREENSBORO
SR 1424 FRODS EAST OF SR 15(6
TO ADAMS FARM PARKWAY
6 / 1/ O~f
SHEET OF REV. 11 / 1/ 0~

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©0:17 F1~OM-Div of Ulater Quality 3367714630
...~
:~CO StC111 ~.
,~{tOGItAh,
January 4, 2005
Mr. Grel;ory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
154$ Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:

U-3612, SR 1424 (Hilltop Road) Widening, Guilford County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP} will provide the riverine wetland and stream mitigation for the subject
project. Based on the infomlation supplied by you in a letter dated December 13, 2004,
the impacts are located in CU 03030003 of the Cape Fear River Basin in the Central
Piedmont (CP) Eco-Region, and are as follows:
Stream Impacts: 89 feet; Riverine Wetland Impacts: 0.06 acre
Also, as indicated in your letter, this project will impact buffers located in CU
03030003 of the Cape Fcar River Basin. The total buffer impacts are 9,619 square feet in
lone 1 and 5,925 square feet in "Lone 2. Please note, since buffer impacts were not
projected in the NCDOT's 7-year Impact Projection Database, EEP was not able to
include these cost in the Biennial budget approved at the July 2004 Board of
Transportation meeting. The buffer mitigation request and approval will be managed
through the EEP's In-Lieu Fee (1LF) Program.
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation «~ill be provided in the agreed upon method of fund transfer. Upon
receipt of the NCDWQ's Buffer Certification, the NCDOT will provide the EEP a copy
of the Certification along with a letter verifying the buffer impact/mitigation amounts and
requesting a fund transfer to provide the required compensation. The EEP will transfer
funds from the Iv10A Account (Fund 2984) into the ILF Buffer Mitigation Fund (Fund
2882). Since this expense is outside of the approved Biennial budget, the EEP will
.... .. r n.i-•_i. ur 11tH I[C1 / 010 71C (lA7L / .~n.r..~ nroon mat
h1AR-3-2U65 THU 15:14 TEL:[phone] NAh1E:DWQ-WETLA~dDS P. 3
T-342 P003/004 U-998

D3-D7-`05 00;13 F130P9-Div of tdater Quality 3367714630 T-342 P004/009 U-998
,~~ ~ ~.
request reimbursement for the buffer mitigation on the next quarterly invoice at~,er the k-
transfer has occurred.
The subject project is not listed in Exhibit 2 of the Memorandum of Agreement
(iv10A) among the North Carolina Department of Environment and Natural Resources,
the North Carolina Department of Transportation, and the U. S. Army Corps of
Engineers, Wilmington District dated July 22, 2003. The EEP is only committed to
provide the mitigation needs for projects listed on Exhibit 2 during the first two years of
the program; however, the EEP currently has sufficient stream and riverinc wetland
mitigation assets within this CU and will provide the proper stream and riverinc wetland
mitigation amount. Tlie EEP intends to provide compensatory stream and riverinc
wetland mitigation up to a 2:1 ratio in Cataloging Unit 03030007 of the Capc Fear River
Basin.
If you have arr,~ questions or need additional information, please contact Ms. Beth
1-lannon at 919-715-1929.
Sincerely,
~ ~ ' ~~~~'~C~ 2
' iam D. Gilmore, P.E.
EEP Director
cc: John T. Thomas, Jr., USACE-Raleigh
Jolui Hennessy, Division of Water Quality, Wetlands/401 Unit
File: U-3612
MAR-3-2©D5 THU 15:14 TEL: [phone] NAME: Dla1Q-~lETLAhJDS P. 4

,03-07-' 05 00;17 FFO[~7-Div of t~ater Quality 3367714630 T-342 P001/01~4 U-998
r ~F WAT~9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
`O~ Q~ North Carolina Department of Environment and Natural Resources
~ r Alan W. Klimek, P.E. Director
Division of Water Quality
llivision of Water Quality
Winston-Salem Regional Office
Address: 585 Waughtowti Street, Witlston-Salem, NC ?7107 ~ ~-`' `'~ ~ U ~~~
D
I'EIONIJ: [phone] C1AR 0 3 2005
FAX: [phone]
_T7DEl:iZ -'.°.i\I tR CUr.LITY
I,C ~ uV'~JJ l~.~ .i 1 L~ ~~.r~ aril G'~ ~i~fti.l.H
[<AX'I'O: John [-Icnnessy FAX NUMI3l/R: 91~'-733-~,~~3
llA'I'I?: 3/3/2005
FROM: Sue Homewood
NO. OF YAGIJS INCLUDINC'1'I[IS SIICL+'+'T:
John,
Here's the letter that is in a project I'm working on that confused me so much. Brian should have the entire package if you
want to look at the application or anything else DWGl#050354. I think part of the problem is DOT thinks they don't have to
do mitigation but its 113 of an acre and variance so I think they do. I was going to call the PDEA person about it but then
got confused about whether to ask for a letter at the same time or not.
Sue
N. C. Division of V~later Qua'ily 1017 Mail Service Center
h1AR-3-205 THU 15:13 TEL:[phone]
Raleigh, NC 27699-1617 [phone]
NAh1E:DWQ-WETLANDS
~~
~;~cul:r=t
Customer Service
1 800 623-7748
P. i

* , 03-07-' 05
336771463
Y
- osystem
PKOGRAM
January 4, 2005
Mr. Jolin T. T}iomas, Jr.
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Dear Mr. Thomas:
00.17 FROM-Div of 4later Quality
Subject: EEP Mitigation Acceptance Letter:
T-342 P0~2/©04 U-998
U-3612, SR 1424 (Hilltop Road) Widening, Guilford County;
Cape Fear River Basin (Cataloging Unit 03030003); Central
Piedmont Eco-Region
`fhe purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) wilt provide mitigation for the 89 feet of unavoidable stream impact
(warm) and 0.06 acre of unavoidable riverine wetland impact associated with tl~e above
referenced project.
The subject project is not listed in Exhibit 2 of the Memorandum of Agreement
amonE; the North Carolina Department of Environment and Natural Resources, the North
Carolina Department of Transportation, and the U. S. Artny Corps of Engineers,
Wilmington District dated July 22, 2003; therefore, the EEP intends to provide
compensatory stream and rivcrine wetland mitigation up to a 2:1 ratio in Cataloging Unit
03030003 of the Cape Fcar River Basin.
If you have any questions or need additional inforniation, please contact Ms. Beth
I-cannon at [phone].
Sincerely,
U
Iliam D. Gilmore, P.E.
EEP Director
cc: Phil Narris, Office of Natural Environment, NCDOT
Jolui Hennessy, Division of Water Quality, Wetlands/401 Unit
File: U-3612
_. ~ ~~~
_ .... .. _ .. ... NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, IBC 27699-fbS2 / 919-715-0476 / wvrw.nceep.net
hiAR-3-2©D5 THU 15:13 TEL:[phone] NAME:Db~Q-WETLAhJDS P. 2

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IIYDRAULIC DESIGN/PERMIT DRAWINGS REVIEW
Location and Survey Conference Room
NCDOT Century Center Complex
November 16, 2004
Agenda
2:00 Jay Twisdale U-3612*, Greensboro, SR-1424 (Hill Top Rd.) from East
of SR-1546 (Guilford College Rd.) at Chelsea Acres Court
to SR-4150 (Adams Farm Pkwy.)
Guilford County, Division 7,
Permit Drawings Rcvicw
Team Members: John Thomas-USACE
Beth Barnes-NCDWQ
Gary Jordan- USPWS
Travis Wilson- NCWRC
Chris Militscher- EPA
Deanna Riffey- ONE
Eric Midkiff- PD&Er1
Jim Speer- Roadway
Brad Wall-Division 7
3:00 Marshall Clawson U-2510A, Charlotte, NC 16 (Old Providence Rd.) from
NC 84 in Union Co. to .82 miles South of SR-3626
(Robinson Store Rd.) SR-3445 (Tilley Rd.)
Mecklenburg/Union Counties, Division 10,
>EIydraulics Design Review
Team Members: Steve Lund- USACE
Brian Wrenn-NCDWQ
Marella Buncick- USrWS
Marla Chambers- NCWRC
Chris Militscher- EPA
Teresa Bruton- Project Services
Undrea Major- PD&EA
Chris Underwood- ONE
Tawana Brooks- Division 10
4:00 Adjourn
* Had Hydraulic Design Review meeting on January 21, 2004

19-JUL-2004 15:50
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NADIES AND ADDRESSES
PARCEL NO.
NADiES
ADDRESSES
8
9
VERNON RHODES
JAMES FOGLEMAN,JR
ADDIE MAYNARD
5322 HILLTOP RD.
JAMESTOWN,NC 27282
602 EDWARDIA DR.
GREENSBORO, NC 27409
5312 HILLTOP RD.
JAMESTOWN,NC 27282

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