20040341 Ver 1_Complete File_20040305

10-28-'04 14;36 FROM-DENR EEP
9197152001
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PROGRAM
October 26, 2004
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:
T-150 P03 U-329

U-2717, Widening SR 1113 (Kivett Drive), Guilford County
Cataloging Unit 03030003, Central Piedmont Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) proposes to provide preservation to compensate for the unavoidable 410
feet of stream impacts of the subject project in the following manner:
Stream Preservation (10:1) in same eco-region (4,100 feet
Haw River - Duke Forest Site, Durham County
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement
among the North Carolina Department of Environment and Natural Resources, the North
Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The wetland and stream mitigation for the
project will be provided in accordance of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
William D. Gilmore, P.E.
Transition Manager
cc: Phil Harris, Office of Natural Environment, NCDOT
John Hennessey, Division of Water Quality, Wctlands/401 Unit
File: U-2717
A #"A
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, 111 27699-1652 / 919.715-0416 / www.n(eep.net
OCT-28-2004 THU 14:07 TEL:[phone] NAME:DWO-WETLANDS P. 3
??O`( W ATF9oG / ? I f U al I I Michael F. Easley, Governor
lJ ` ??V,-,UPV William G. Ross Jr., Secretary
O North Carolina Department Of nvironment and Natural Resources
U -I
p .? Alan W. Klimek, P.E. Director
Division of Water Quality
June 9, 2006
MEMORANDUM
To: Brian Smith, Resident Engineer, NCDOT Division 7
Jerry Parker, Division Environmental Officer, NCDOT Division 7
From: Sue Homewood*
L..
Subject: TIP# U-2717, SR-1113 (Kivett Dr), Guilford County
I received your memo dated May 30, 2006 regarding the channel at Permit Site 3. The Division agrees
that all efforts to stabilize this stream channel have failed. The Division appreciates and acknowledges
that NCDOT Division 7 made all reasonable attempts, at additional costs, to use natural channel design
techniques.
A review of the permit documents indicates that NCDOT has already paid EEP for mitigation of this
channel. Therefore we agree with lining the channel with Class I Rip-Rap. We appreciate that NCDOT
has identified a method of installing this Rip-Rap with minimal disturbance to the reforested buffer.
The Rip-Rap should be installed in a means that ensures water passage throughout the channel. Please
continue to inspect this area regularly and conduct any maintenance as necessary to retain flow
throughout the channel. Any unforeseen disturbance to the reforested buffer should be re-graded and
replanted as required by the permit. The buffer area is onsite mitigation credit and therefore reforested
areas need to be in accordance with the permit documents.
If you have any questions, please feel free to contact me at any time.
Cc: Todd Tugwell, USACE, Raleigh Regional Field Office
DWQ 401 Transportation Unit DWQ# 04-0341
DWQ Winston-Salem Regional Office
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North Carolina Division of Water Quality 585 Waughtown Street Phone [phone] Customer Service
Internet: www,ncwaterquality.org Winston-Salem, NC 27107 FAX [phone]
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STATE OF NORTH CAROLINA
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JUN 0 81006
Winston-r
Regional Office
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
May 30, 2006
Contract: C201009
Proj ect: 8.2494001
WBS: 34850.3.1
I.D. No.: U-2717
County: Guilford
Description: Hi nt SR-1113 (Ki ette Dr.) from Pendleton Street to US-29/70,1-85 Bus.
MEMO TO: Sue Homewoo
Water i y - DENR
FROM: B. V. Smith 00)4-5
Resident Engineer
Subject: Environmental Sensitive Area - Site 3
Dear Ms. Homewood:
In accordance with our past conversations with the various environmental agencies, it has been
determined that the ditch in ESA Site 3 should be rock lined. This decision was based on the fact
that the existing ditch is eroding due to the high volume and velocity of the water exiting the
cross line pipe above the ditch.
We are proposing to install fabric liner and Class I Rip-Rap from the pipe outlet to the
undisturbed area of the existing ditch. In order to save as much of the buffer area as possible, we
are proposing to install the rock with a long boomed track hoe sitting beyond the new buffer
plantings. By doing this, the only disturbed area should be the shelf located between the
roadway slope and the buffer area.
The rock will be placed in the ditch without any excavation to the ditch line. We will try to
mechanically press the rock into the slopes to the extent possible. After completion, the
disturbed area of the shelf will be graded, as will be required regardless of this work, and
re-seeded.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
t
2.
If this method meets with your approval, please advise and we will commence with this
corrective work. Thank you for your assistance.
If you need any additional information, please advise.
cc: J. M. Mills, PE; V.G. Davis, PE;
Jerry Parker; Barry Harrington;
Div./Rai. Corresp.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
WATFRpG
O `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 9, 2004
Guilford County
DWQ Project No. 040341
TIP Project No. U-2717
Widening of Kivett Drive from Pendleton St. to US 29/US 70/I-85 Business
APPROVAL of 401 Water Quality Certification and Randleman Riparian Buffer Rules
Authorization with Additional Conditions, EEP
Mr. Gregory J. Thorpe, Ph.D., Director
NCDOT Project Development & Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
You have our approval, in accordance with the attached conditions and those listed below, incur the
following impacts:
• 410 linear feet of stream impacts to UTs to Copper Branch and Richland Creek;
¦ 7844 ft2 of allowable impacts to protected Randleman Buffer in Zone 1;
¦ 4034 ft2 of allowable impacts to protected Randleman Buffer in Zone 2;
¦ 17,201 ft2 of impacts to protected Randleman Buffer in Zone 1 requiring mitigation;
¦ 10,661 ft2 of impacts to protected Randleman Buffer in Zone 2 requiring mitigation.
These impacts are necessary to widen Kivett Drive (SR 1113) from Pendleton Street to US 291US 70/I-85
Business in High Point, Guilford County. The project should be constructed in accordance with the
roadway design and stormwater management plans submitted with the Pre-construction Application dated
February 27, 2004 (received March 5, 2004).
After reviewing your application, we have decided that these impacts are covered by General Water
Quality Certification No. 3404 corresponding to U.S. Army Corps of Engineers Nationwide Permit
Number 14. The Division of Water Quality 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 and comply with any other federal, state or local permits before you proceed with your
project including (but not limited to) Sediment and Erosion Control, and Non-Discharge as well as the
Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit unless
otherwise specified in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us, in writing, and send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, or if stream impacts exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions
listed below.
a ?
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Gregory J. Thorpe, Ph.D.
TIP Project No. U-2717
March 9, 2004
Construction shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
¦ 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 water quality standards.
¦ The erosion and sediment control measures for this project must equal or exceed the proper
design, installation, operation and maintenance outlined in the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual. These 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 projects included under
this Certification.
¦ If this project requires borrow pit sites, the erosion and sediment control measures must equal
or exceed the proper design, installation, operation and maintenance outlined in the most
recent version of the North Carolina Surface Mining Manual.
¦ Any reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
2. Richland Creek and its unnamed tributaries are on the 303(d) list of impaired waters due to
sediment and turbidity from urban runoff and storm sewers. NCDOT shall maximize the use of
Best Management Practices with regard to sediment and erosion control during construction.
Existing vegetated buffers shall not be mowed in order to utilize it for stormwater sheet flow.
Additionally, stormwater runoff shall be treated by the use of grass swales, pre-formed scours
holes or other means that are compatible with the project site's topography, prior to reaching the
stream.
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 30 days after the
Division of Land Resources has released the project.
4. Pursuant to NCAC15A 213.0250, sediment and erosion control devices shall not be placed in Zone 1
of 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 Zone 2 of the buffers provided that Zone 1
is not compromised and that discharge is released as diffuse flow.
NCDOT and its contractors shall not excavate, fill, or perform mechanized land clearing at any
time in the construction or maintenance of this project within waters, riparian buffers, and/or
wetlands, except as authorized by this Certification, or any modification to this Certification (e.g.,
no work shall occur outside of the footprint of the plans provided in the Pre-construction Notice
Application). In addition, there shall be no excavation from or waste disposal into jurisdictional
wetlands or waters associated with this Certification without appropriate modification. If this
occurs, compensatory mitigation may be required since it is a direct impact from road
construction activities.
6. 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 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.
2
Gregory J. Thorpe, Ph.D.
TIP Project No. U-2717
March 9, 2004
7. This Certification does not authorize the discharge of waste rock and dirt into the stream or
riparian zone except for permitted areas associated with culvert conditions
8. All stormwater runoff shall be directed to sheetflow through stream buffers at non-erosive
velocities, unless approved otherwise by this Certification.
9. During the construction of the project, staging of equipment of any kind is not permitted in waters
of the State, or protected riparian buffers.
10. Changes to the horizontal or vertical placement of the stormwater outfall locations, the horizontal or
vertical placement of the culverts, the horizontal or vertical placement of grassed swales, or the
horizontal or vertical placement of open ditches are not permitted without written approval from the
NC Division of Water Quality 401/Wetlands Unit. In addition, changes to the flow spreader
locations or designs, preformed scour hole locations or designs are not permitted without written
approval from the NC Division of Water Quality 401/Wetlands Unit. Any request for changes to
the referenced items above will require submittal of a modification request, with seven copies, and
corresponding fees will need to be submitted to the North Carolina Division of Water Quality.
11. All protected riparian buffers impacted by the placement 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. A post-construction as-built with the restoration activities
included shall be submitted to the DWQ no later than 60 days after the project is closed out by the
Department of Transportation.
12. The structures required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions (including the pattern and profile) are to be maintained
above and below locations of each pipe. The structure shall be designed and installed to allow for
fish and other wildlife movement as well as prevent headcutting of the streams.
13. Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than
20% of their size to allow for aquatic life passage. Culverts that are 48-inch 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. 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.
14. If concrete is used during culvert installation (e.g., headwalls), a dry work area should be
maintained to prevent direct contact between curing concrete and stream water. Water that
inadvertently contacts uncured concrete should not be discharged to surface waters due to the
potential for fish kills.
15. Rock check dams at culvert outlets should be removed at project completion to avoid blocking
movement of aquatic life.
16. The presence of equipment in the channels must be minimized. Under no circumstances must
rock, sand or other materials be dredged from the stream channel under authorization of this
Certification, except in the immediate vicinity of the culverts. Instream dredging has catastrophic

Gregory J. Thorpe, Ph.D.
TIP Project No. U-2717
March 9, 2004
effects on aquatic life and disturbance of the natural form of the stream channel will likely cause
downstream erosion problems, possibly affecting other landowners.
17. Heavy equipment should be operated from the bank rather than in the stream channel rather than
in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing
other pollutants into the stream.
18. All mechanized equipment operated near surface waters should be inspected and maintained
regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids or
other toxic substances.
19. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is strictly prohibited.
20. Compensatory Mitigation:
NCDOT plans to mitigate for impacts associated with Site 3. NCDOT will perform on-site
Randleman buffer replacement of: 13,401 ft2 in Zone 1 and 5,705 ftz in Zone 2.
Off-site compensatory mitigation in HU 03030003 for 410 linear feet of stream impacts, 3,800 ft2
of Randleman buffer in Zone 1 and 4,956 ft2 Zone 2 shall be provided via in-lieu payments to NC
Ecological Enhancement Program (EEP)
In accordance with 15A NCAC 2R.0500, this contribution will satisfy NC Division of Water
Quality's compensatory mitigation requirements under 15A NCAC 2H.0506(h). Until the EEP
receives and clears your payment, stream and buffer impacts shall not occur. The payment to
EEP shall be sent within two (2) months of issuance of the §404 permit.
21. NCDOT and its authorized agents shall conduct its activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with §303(d) of
the Clean Water Act) and any other appropriate requirements of State law and Federal law. If
DWQ determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that State or federal law is being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this
Certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the Certification,
DWQ shall notify NCDOT and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503 and provide opportunity for public hearing in accordance
with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to NCDOT in
writing, shall be provided to the United States Army Corps of Engineers for reference in any
permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions
of the 404 Permit for the project.
22. NCDOT shall require its contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification.
This Certification must be posted on the project site.
23. Upon completion of the project, the NCDOT and/or its authorized agents shall complete and
return the enclosed "Certificate of Completion" form to the 401/Wetlands Unit of the NC
Division of Water Quality upon completion of the project. Please include photographs upstream
and downstream of each structure to document correct installation.
4
Gregory J. Thorpe, Ph.D.
TIP Project No. U-2717
March 9, 2004
If 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. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 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 §401 of the Clean Water Act. If
you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715.
Sincerely,
Attachment
Pc: Wilmington District Corps of Engineers
John Thomas, USACE Raleigh Field Office
William D. Gilmore, P.E., Ecosystem Enhancement Program
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
<J
5
NORTH CAROLINA - DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, NCDOT, DWQ Project No. 040341, is authorized to impact
the surface waters of the State of North Carolina as indicated below for the purpose of widening
Kivett Drive (SR 1113) from Pendleton Street to US 29/US 70/I-85 Business in High Point, Guilford
County. All activities associated with these authorized impacts must be conducted in accordance with
the conditions listed in the attached Certification transmittal letter. THIS CERTIFICATION IS
NOT VALID WITHOUT THE ATTACHMENTS.
Table 1. Stream and protected riparian buffer impacts for TIP Proiect U-2717
Site Station Stream Name DWQ Index
No. Stream
Impacts (ft) Buffer
Zone 1 (ft2) Buffer
Zone 2 (ft2)
1 10+62 -DR- UT Richland Cr. 17-7-(4) 46
2 11+70 Ram C UT Richland Cr. 17-7-(4) 85
3 12+03 Ram D UT Copper Br. 17-6-(1) 279 17,201 10,661
Total 410 17,201 10,661
On-site mitigation to be performed by NCDOT:
¦ 13,401 ft2 in Zone 1;
¦ 5,705 ft2 in Zone 2.
COMPENSATORY MITIGATION REQUIREMENTS:
LOCATION: Kivett Drive (SR 1113)
COUNTY: Guilford
BASIN/SUBBASIN: Cape Fear, Hydrologic Unit 03030003
As required by 15A NCAC 213 .0250 and 15A NCAC 2H.0506(h), and the conditions of this
Certification, you are required to compensate for the above impacts through the restoration; creation,
enhancement or preservation of wetlands, buffers, and surface waters as outlined below prior to
conducting any activities that impact or degrade waters of the state.
Mitigation to be performed by NC Ecological Enhancement Program in Hydrologic Unit 03030003:
¦ 410.0 linear feet of streams;
¦ 11,400 ft2 of Randleman buffer in Zone 1;
¦ 7,434 ft2 Randleman buffer in Zone 2.
One of the options you have available to satisfy the compensatory mitigation requirements is through
payment of a fee to the Ecosystem Enhancement Program per 15A NCAC 2R .0503. If you choose
this option, please sign this form and mail it to the address listed below. An invoice for the
appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE
ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT
YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYSTEM ENHANCEMENT
PROGRAM.
Signature Date
ECOSYSTEM ENHANCMENT PROGRAM
1652 Mail Service Center
RALEIGH, NC, 27699-1652
10
FILE
MICHAEL F. EASLEY
GOVERNOR
February 27, 2004
US Army Corps of Engineers .:UP
Regulatory Branch WETLM'?
6508 Falls of the Neuse Road MAR 064
Raleigh, NC 27615
ATTENTION: Mr. John Thomas WATER UUALI I y SECTION
NCDOT Coordinator
Dear Sir:
LYNDo TIPPETT
SECRETARY
SUBJECT: Application for Nationwide Permit 14 for the widening of Kivett Drive
(SR 1113) from Pendleton Street to US 29/US 70/I-85 Buiiness in High
Point, Guilford County. Federal Aid Project No. STP-1113(2), State
,040341 Project No. 8.2494001 T.I.P. No. U-2717: $475.00 Debit work order
8.249400 1, WBS Element 34850. 1.1
The NCDOT proposes to widen Kivett Drive (SR 1113) from Pendleton Street to US
29/US 70/I-85 Business. The proposed project will widen the existing two lane roadway
to a five lane, 68 foot curb and gutter facility. 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 bridge over US 29/ US
70/I-85 Business with a new five lane bridge including a 5 foot sidewalk on the south side
of the bridge. The interchange improvements include extending and resurfacing the
acceleration lanes for the interchange ramps and relocating Jackson Lake Road (SR 1158)
from the southeast interchange ramp to intersect with Kivett Drive approximately 275
feet east of the interchange ramp. The total project length is 2.07 miles.
The purpose of this project is to increase the traffic carrying capacity and safety along
Kivett Drive. Construction of the proposed project will necessitate in impacts to
jurisdictional waters. This project is located in the Cape Fear River Basin within HUC
03030003. There will be a total of 410 feet of jurisdictional stream channel impacted and
no impacts to wetlands. There will also be 392,383 square feet of impacts to protected
buffers within the Randleman Lake Watershed. Impacts from this project will qualify for
efthittin under a Nationwide Permit 14. .C.
p g ompensatory Mitigation will be provided by
EEP. This project has a let date of October 10, 2004.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
`3yd.r?AI[p
N ?e?
COP YSTATE OF N ?
ORTH CAROLINA
A01 ISSUED
DEPARTMENT OF TRANSPORTATION
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC
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,i
40
NEPA Document Status
A Environmental Assessment (EA) was prepared by the North Carolina Department of
Transportation and approved November 7, 2000. 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 has 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) 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.
Resource Status
Jurisdictional Delineations: NCDOT Biologists verified stream status and mitigation
requirements with the USACE and NC DWQ on October 25, 2002. Impacts are reported
in Table 1.
Table 1. Stream and Wetland Impacts for TIP Project U-2717, Guilford Co.
Site Station Stream Name DWQ Index Stream Wetland
No. Impacts feet Impacts (ac)
1 10+62 -DR- UT to Richland 17-7-(4) 46 0
Creek
2 11+70 -Ramp C- UT to Richland 17-7-(4) 85 0
Creek
3 12+03 -Ramp D- UT to Copper 17-6-(1) 279 0
Branch
Total 410 0
Permanent Impacts: There are three sites in the project area that impact jurisdictional
waters.
DESCRIPTION OF JURISDICTIONAL SITES:
Site 1: located at station 10+62 -DR- There will be 46 feet of impacts to the jurisdictional
intermittent stream due to the realignment of a private driveway. A 900mm concrete pipe
is will be replaced with a 1200mm pipe. Mitigation will be required for impacts at this
site.
Site 2: located at Station 11+70 -Ramp C- There will be 85 feet of impacts to an
unnamed intermittent stream due to the construction of Ramp C. A 900mm pipe will be
placed in the channel. Mitigation will be required at this site.
Site 3: located at station 12+03 -Ramp D- There will be 279 feet of impacts to an
unnamed intermittent stream due to the shift of Ramp C. A 750 mm pipe will be replaced
with a 900 mm pipe. The unnamed tributary will also be relocated using steam
enhancement techniques. Steam enhancement techniques will be used in lieu of natural
stream design due to the minor length involved. Mitigation will be required for impacts
at this site.
Randl man Buffers
The proposed road project impacts an area protected by the Randleman Buffer Rules.
The NCDOT has attached to this permit application information relevant to impacts to
these buffers, entitled "Randleman Buffer Addendum." Impacts to stream buffers is
comprised of 7488_ ft2 in Zone 1 and 4034 ft2 in Zone 2 of allowable impacts and
17,201 ft2 in Zone 1 and 10,661 ft2 in Zone 2 of mitigable impacts. On site buffer
replacement includes 13,401 ft2 in Zone 1 and 5,705 ft2 in Zone 2. The NCDOT plans to
mitigate for the remaining impacts of 3,800ft2 in Zone 1 and 4,956ft2 in Zone 2.
The NCDOT also requests a variance to the Randleman Buffer Rules. The NCDOT
cannot meet the objectives of the Randleman Buffer Rules at.Sites 3. At this site, the
roadway project will require the relocation of a stream. The variance request is attached
to this Section 404/401 permit application.
Federally Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended. As of February 11, 2003,
the United States Fish and Wildlife Service (USFWS) lists one federally protected species
as occurring in Guilford County. Table 1 lists the species, their status and biological
conclusion. Since the original Environmental Assessment was prepared no species have
been added to or removed from the list.
Table 1. Federallv-Protected Species for Guilfnrd County
Common Name Scientific Name Federal Habitat Biological
Status Analysis Conclusion
Bald Eagle Haliaeetus T (Proposed No No Effect
leucocephalus for Delisting)
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of
its range).
"T" denotes Threatened (a species that is likely to become an endangered species within the foreseeable
future throughout all or significant portion of its range).
Cultural Resources
Archaeological Resources: There are no known archaeological resources within the
proposed project area. Based on present knowledge of the area, it is unlikely that any
archeological resources, which may be eligible for inclusion in the National Register of
Historic Places, will be affected by the project construction. The State Historic
Preservation Office (SHPO) recommended no archeological investigation be conducted
for this project.
Historic Resources: There are no structures of historical or architectural importance
located within the area of potential effect of the project. The SHPO recommended no
historic architectural survey be conducted for this project (Appendix B of the EA).
Mitigation Options
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 commited 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.
1. No staging of construction equipment or storage of construction supplies will be
allowed in wetlands or near surface waters.
2. Widening on existing alignment.
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 areas.
Compensation: The primary emphasis of the compensatory mitigation is to reestablish a
condition that would have existed if the project were not built. As previously stated,
mitigation is limited to reasonable expenditures and practicable considerations related to
highway operation. 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 areas; restoration of wetlands; and enhancement of existing
wetlands. Where such options may not be available, or when existing wetlands and
wetland-surface water complexes are considered to be important resources worthy of
preservation, consideration is given to preservation as at least one component of a
compensatory mitigation proposal.
FHWA STEP DOWN COMPLIANCE: All compensatory mitigation must be in
compliance with 23 CFR Part 777.9, "Mitigation of Impacts" that describes the actions
that should be followed to qualify for Federal-aid highway funding. This process is
known as the FHWA "Step Down" procedures:
1. Consideration must be given to mitigation within the right-of-way and should
include the enhancement of existing wetlands and the creation of new wetlands in
the highway median, borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of-way does not fully offset wetland losses,
compensatory mitigation may be conducted outside the right-of-way including
enhancement, creation, and preservation.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment
and Natural Resources Ecosystem Enhancement Program (EEP), will assume
responsibility for satisfying the 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. The Department
has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. The remaining, unavoidable impacts to 410 feet of
jurisdictional streams, and 3,800ft2 of Zone 1 impacts and 4,956ft2 of Zone 2, impacts
will be offset by compensatory mitigation provided by the EEP program.
Regulatory Approvals
Attached for your information is a copy of the half-size roadway designs plans, Pre-
construction Notification, Storm Water Management Plan, EEP Request letter, and permit
drawings for the subject project. Application is hereby made for the Department of Army
Section 404 Nationwide 14 for the above-described activities. 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.
Thank you for your assistance with this project. If you have any questions or need
additional information please call Mr. Brett Feulner at [phone].
Sincerely,
ld---- ?.
UGregory horpe, Ph.D
Environmental Management Director, PDEA
Mr. David Franklin, USACE, Wilmington
Mr. John Hennessy, DWQ (7 copies)
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Design Services
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J.M. Mills, P.E., Division 7
Mr. Undrea Major, PDEA
Mr. Jerry Parker, Division 5 DEO
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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
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 and Environmental Analysis
1548 Mail Service Center
Raleigh, NC 27966-1548
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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:
Page 1 of 9
Telephone Number: Fax Number:
E-mail Address:
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 Kivett Drive (SR 1113) from Pendleton Street to US 29/ US
70 / I-85 Business in High Point.
2. T.I.P. Project Number or State Project Number (NCDOT Only): U-2717
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The site is Kivett Drive from
Pendleton Street to US 29/ US 70 / I-85 Business in High Point
5. Site coordinates, if available (UTM or Lat/Long): UTM 17 595745E 3979959N
(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):
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributaries to Copper
Branch and Richland Creek
8. River Basin: Cane 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: The area surronding the relocation is developed commercial
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: Plans for
relocation the road include grading, drainage, paving, widening resurfacing and signals,
Equipment used will include regular equipment utilized in new road construction
11. Explain the purpose of the proposed work: The purpose is to relieve congestion and
improve 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.
Jurisdictional Determinations were obtained from the USACE and DWQ
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
l . Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1
1
2

* 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 http://www.fcma,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:
Total area of wetland impact proposed:
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
Im act
Perennial or
Intermittent?
(please specify)
1 Culvert 45 R UT to Richland Creek 1 ft Intermittent
2 Culvert 85 UT to Richland Creek I ft Intermittent
3 Culvert/ Relocation 279 UT to Cooper Branch 1 ft Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
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, rip-rap, 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.inar)quest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 410 ft
Page 4 of 8
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 Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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 may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The No-Build or "do nothing" alternative was considered but would not provide relief to
congestion and would not improve the safety.
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
Page 5 of 8
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.
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
htlp://h2o.enr.state.nc.us/ncwetlands/strrngide.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.
EEP will provide offsite mitigation
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 http://h2o.enr.state.nc.us/w!T/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): 410
Amount of buffer mitigation requested (square feet): 8756
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Page 6 of 8
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.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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* Impact
(square feet) Multiplier Required
Mitigation
1 3800 3 11400
2 4956 1.5 7434
Total
{ Zone I extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
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 213.0242 or.0260.
Offsite buffer mitigation will be provided by EEP
XI. Stormwater (required 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.
See Stormwater Management Plan
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 (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
ed STNF o
way.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
February 23, 2004
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Mr. Gilmore:
LYNDo TIPPETT
SECRETARY
Subject: Widening of Kivett Drive (SR 1113) from Pendleton Street to US 29/US
70/I-85 Buisness in High Point, Guilford County. Federal Aid Project No.
STP-1113(2), State Project No. 8.2494001 T.I.P. No. U-2717
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement
Program (EEP) provide confirmation that the EEP is willing to provide compensatory
mitigation for the project in accordance with the Memorandum of Agreement (MOA)
signed July 22, 2003 by the USACE, the NCDENR and the NCDOT.
The North Carolina Department of Transportation proposes to widen Kivett Drive (SR
1113) from Pendleton Street to US 291US 70/I-85 Buisness in High Point. Jurisdictional
impacts on this project occur in the Cape Fear River Basin within HUC 03030003. This
project is on the list of projects covered by EEP.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF
THE CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest
extent possible as described in the permit application. A copy of the permit application
can be found at http://www.ncdot.org//planning/pe/naturalunit/Applications.html. The
remaining impacts to jurisdictional resources will be compensated for by mitigation
provided by the EEP program. We estimate 410 feet of impacts to intermittent streams
and 3,800ft2 of Zone l and 4,956ft2 of Zone 2 Randleman Buffer impacts will require
mitigation.
The project is located in the Piedmont Physiographic Province in Guilford County in the
Cape Fear River basin in Hydrological Cataloguing Unit 03030003.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
• The stream impacts requiring mitigation total 410 feet and Randleman Buffer impacts
requiring mitigation total 3,800ft of Zone 1 and 4,956ft2 of Zone 2. We propose to
provide compensatory mitigation by using the EEP for the impacts.
Please send the letter of confirmation to John Thomas (USAGE Coordinator) at U. S.
Army Corps of Engineers Raleigh Regulatory Field Office, (6508 Falls of the Neuse
Road/ Suite 120, Raleigh, NC, 27615). Mr. Thomas's FAX number is 876-5823. The
current let date for the project is (October 19, 2004) for which the let review date is
(August 31, 2004).
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ
requires a formal letter from EEP indicating their willingness and ability to provide the
mitigation work requested by NCDOT. The NCDOT requests such a letter of
confirmation be addressed to Mr. John Hennessy of NCDWQ, with copies submitted to
NCDOT.
If you have any questions or need additional information please call Brett Feulner at 715-
1488.
Sincerely,
Grego . Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
cc: Mr. David Franklin, USAGE, Wilmington
Mr. John Dorney, Division of Water Quality
Mr. Travis Wilson, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Art McMillan, P.E., Design Services
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J.M. Mills, Division 7 Engineer
Ms. Kristina Solberg, Project Planning Engineer
Mr. Jerry Parker, Division 7 Environmental Officer
DRAFT VERSION 2
02/26/02
OFFICE USE ONLY: Date Received Request #
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 4011Wetlands 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 may be 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):
Greg Thorpe, Ph.D., Director, NCDOT-PDEA
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: Greg Thorpe, Ph.D.
Title: Director
Street address: 1548 Mail Service Center
City, State, Zip: Raleigh, NC 27699-1548
Telephone: [phone]
Fax: [phone]
3. Contact person who can answer questions about the proposed project:
Name: Brett Feulner
Telephone: [phone]
Fax: [phone]
Email: bmfeuIner(a)dot.state. nc.us
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Kivett Drive Widening (U-2717)
5. Project Location:
Street address: Kivett Drive
City, State, Zip: High Point
County: Guilford
Latitude/longitude: UTM 17 595745E 3979959N
"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):
Between Pendleton Street and US 29-70 1-85 Bus
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
UT to Copper Branch
Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B
.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 ft2 for each zones.:
NCDOT plans to widen the 2.1 mile section of Kivett Drive located between Pendleton Drive
and US 29-70, 1-85 Buisness from two lanes to a five lane curb and putter facility. See
attached permit drawings for area of riparian buffers disturbed.
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:
Impacts cannot be totally avoided because the project involves improvements to an existing
roadway that crosses streams subject to the buffer rules. Minimization has been
accomplished by widening on existing location.
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):
Sheet flow of concentrated runoff is achieved prior to entering buffers.
"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.)
The NCDOT plans to mitigate for impacts associated with Site 3. Impacts to at Site 3 are
17,201 ft2 in Zone 1 and 10,661 in Zone 2. The NCDOT will restore 13,401 ft ins Zone 1 and
5,705 in Zone 2 at Site 3. Offsite mitigation will be provided by EEP.
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule. This road could not be widened.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
The existing road currently crosses streams that are subject to the Randlemen Rules.
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
1, (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 and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
Signature:
Date:
Title:
p*'etlands aion of Water Quality (DWQ)
Certification Unit
I Crabtree Blvd. (LOCATION)
.,50 Mail Service Center (MAILING ADDRESS)
Raleigh, NC 27699-1650
[phone]
Picclnont 'l-riad Regional Water Authority (PTRWA)
'216 W. Nfeadowview Rd.
Wilmington Bldg., Suite 204
Greensboro. NC 27407
(:336)547-8437
"General" Variance Application Form (RANDLEMAN), page 3
RANDLEMAN LAKE WATERSHED
VICINITY
NCDOT
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT: 8.2494001 (U-2717)
MAPS WIDENING OF SR 1113 (KIVETT DR.)
FROM PENDLETON ST. TO
1-85/US 29/ US 70 IN HIGH POINT
SHEET 1 OF 11 3/ 18/ 03
NORTH CARODNA
- 1 1332 ??'?o
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END PROJECT
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NCDOT
DIVISION OF HIGHWAYS
GUILFORD COUNTY
SITE MAP PROJECT: 8.2 494001 (U-2717)
WIDENING OF SR 1113 (KIVETT DR.)
FROM PENDLETON ST. TO
1-85/US 29/ US 70 IN HIGH POINT
SHEET 2 OF 11 3/ 18/ 03
I BUFFER LEGEND
-'WL6 WETLAND BOUNDARY
PROPOSED BRIDGE
C-L> WETLAND PROPOSED BOX CULVERT
xxxx`i ALLOWABLE IMPACTS ZONEI PROPOSED PIPE CULVERT
12'-48'
(DASHED LINES DENOTE PIPES
ALLOWABLE IMPACTS ZONE 2 EXISTNG STRUCTURES) 54' PIPES
& ABOVE
MITIGABLE IMPACTS ZONE I SINGLE TREE
® MITIGABLE IMPACTS ZONE 2
WOODS LINE
- BZ - RIPARIAN BUFFER ZONE DRAINAGE INLET

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30 f t (9.2m)
- BZ2 - RIPARIAN BUFFER ZONE 2 RIP RAP
3124
20 f t (6.1m)
-? -? FLOW DIRECTION

TB O ADJACENT PROPERTY OWNER
-_ TOP OF BANK OR PARCEL NUMBER
IF AVAILABLE
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x x
x x x LIVE STAKES DIVISION OF HIGHWAYS
x
x
GUILFORD COUNTY
C2D BOULDER
PROJECT: 8.2494001 (U-2717)
--- COIR FIBER ROLLS WIDENING OF SR 1113 (KIVETT DR.)
FROM PENDLETON ST. TO
1-85/US 29/ US 70 IN HIGH POINT
SHEET 3 OF 11 3 / 18 / 03
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PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO.
NAMES
ADDRESSES
125
126
128
129
RAE NELL HIX
JON P. CHAMBERS
CLAUDE A. LOVETTE
TIM NALL
3711 E. KIVETT DR.
HIGH POINT, NC 27260
3707 E. KIVETT DR.
HIGH POINT, NC 27260
1201 ELON PLACE
HIGH POINT, NC 27260
3500 N. BUSINESS 85
HIGH POINT, NC 27260
STORMWATER MANAGEMENT PLAN
Project: 8.2494001, TIP U-2717 May 12, 2003
Guilford County
Hydraulics Designer: Paul Atkinson, P.E. and David Webb, E.I.
Hydraulics Project Manager: John W. Twisdale, Jr., P.E., NCDOT Hydraulics Unit
ROADWAY DESCRIPTION
This roadway project will widen existing SR 1113 (Kivett Dr.) in southwest Guilford
County in the city of High Point. The project runs from the intersection of Pendleton St.
to the I-85 Business (US-29/70) interchange. The existing two-lane facility will be
symmetrically widened to a five-lane, 20.4-meter (68 foot), curb and gutter section.
Total length is 3.387 km (2.11 miles). The proposed improvement will replace the
existing bridge over I-85 Business with a new five-lane bridge and extend the
acceleration lanes for the interchange ramps. Jackson Lake Road (SR 1158) will be
relocated from the southeast interchange ramp to intersect Kivett Drive approximately
83.8 m (275 feet) east of the ramp. No major stream crossings are present on this
project.
ENVIRONMENTAL DESCRIPTION
Land Use
The project location is in a heavily urbanized area of High Point. Large industrial
facilities such as Hatteras Yachts, Inner Pack of Carolina, and a city water plant are
located along the western end of the project. A variety of small businesses and
convenience stores are located from Hickory Chapel Road to the East Town Village
Shopping Center. A number of older, non-conforming residences are interspersed
among the newer commercial buildings. Union Hill Elementary School is located within
the corridor. Several furniture-related industries are located from Triangle Lake Road to
just west of the I-85 Business interchange.
Topography and Water Resources
The project is located within the Randleman Lake Watershed. Jurisdictional stream
crossings are listed in Table 1.
TABLE 1
Station Location Stream Name Type Structure
10+62 Both sides of Drive Unnamed tributary Intermittent 1200 mm pipe
-DR- to Richland Creek
11+58 Both sides of Ramp C Unnamed tributary Intermittent 900 mm pipe
-RPC-
U-2717
Guilford County
12+04 Both sides of Ramp D Unnamed tributary Intermittent/ 900 mm pipe
-RPD- to Copper Branch Perennial
BEST MANAGEMENT PRACTICES
The primary goal of Best Management Practices '(BMP's) is to prevent degradation of
the state's surface waters by the location, construction, and operation of the highway
system. BMP's are activities, practices, and procedures taken to prevent or reduce
stormwater pollution. For this project, the most extensive BMP used is the grassed
Swale with stormwater retention basins. Fill slopes in buffered areas have also been
changed to 2:1 to decrease the amount of encroachment into lateral streams and to
shorten the impact to jurisdictional crossings. Another BMP designed for this project is
a device called a Preformed Scour Hole (PSH).
Following is a summary of the BMP's used on this project. Only those discharging
adjacent to buffer zones have been listed.
STORMWA TER RETENTION BASIN
SITE I
Sta. 10+78 to Sta. 11+00 -DR-Lt.
GRASSED SWALE
SITE Z
Sta. 11+78 to Sta. 12+40 -RPC-Lt.
STREAM RELOCATIONS
SITE 3
Sta. 11+11 to Sta. 11+80 -RPD-Lt.
Stream enhancement techniques will be used in lieu of natural stream design due to the
minor length involved.
Two Preformed Scour Holes were used inside Loop C to slow down and spread out the
local discharges before the water flows into a grassed swale. This grassed swale,
along with others within the ramps, provide treatment to waters that eventually flow
into Copper Branch.
A PSH was used at the stormwater outlet at Station 11+80 -Y23A- to disperse flow
over natural ground before eventually entering wetlands surrounding a downstream
pond, which is outside the project limits. The final BMP used is the design of burying
cross pipes on jurisdictional streams. All cross pipes from SITES 1-3 are buried 20%.
These design features will aid in conveying stormwater from the roadway surface to the
receiving streams with minimal environmental impacts.

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RANDLEMAN LAKE WATERSHED
VICINITY
NCDOT
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT: 8.2494001 (U-2717)
MAPS WIDENING OF SR 1113 (KIVETT DR.)
FROM PENDLETON ST. TO
1-85/US 29/ US 70 IN HIGH POINT
SHEET 1 OF 11 3/ 18/ 03
NORTH CAROLINA
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NCDOT
DIVISION OF HIGHWAYS
GUILFORD COUNTY
SITE MAP PROJECT: 8.2494001 (U-2717)
WIDENING OF SR 1115 (KIVETT DR.)
FROM PENDLETON ST. TO
I-85/US 29 /U,; 70 IN HIGH POINT
SHIE'1' 2 OF 11 3/ 18/ 0a
I ]BUFFER LEGEND
-WLB WETLAND BOUNDARY
PROPOSED BRIDGE

WETLAND
W?-W
L
PROPOSED BOX CULVERT
FT--17 ALLOWABLE IMPACTS ZONE I PROPOSED PIPE CULVERT
12'-48'
??. (DASHED LINES DENOTE PIPES
ALLOWABLE IMPACTS ZONE 2 EXISTNG STRUCTURES) 54' PIPES
& ABOVE

MITIGABLE IMPACTS ZONE I SINGLE TREE
® MITIGABLE IMPACTS ZONE 2
• • • . .. ?^?_ WOODS LINE
- BZ - RIPARIAN BUFFER ZONE DRAINAGE INLET

- BZ1 - RIPARIAN BUFFER ZONE 1 ROOTWAD
30 f t (9.2m)
- BZ2 - RIPARIAN BUFFER ZONE 2
RIP RAP
20 ft (6.1m)
-_ -? FLOW DIRECTION

TB O
ADJACENT PROPERTY OWNER
- TOP OF BANK OR PARCEL NUMBER
IF AVAILABLE
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EDGE OF WATER
-
C
- -
- - PROP. LIMIT OF CUT PREFORMED SCOUR HOLE (PSH)
- -F - PROP. LIMIT OF FILL
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- -PL - PROPERTY LINE
? GRASS SWALE
- TDE - TEMP. DRAINAGE
EASEMENT
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EASEMENT DENOTES FILL IN
SURFACE WATER
- EAB- • EXIST. ENDANGERED
ANIMAL BOUNDARY
- EPB- EXIST. ENDANGERED
PLANT BOUNDARY
--•• v WATER SURFACE NCDOT
x x x x x LIVE STAKES DIVISION OF HIGHWAYS
x x x
GUILFORD COUNTY
C?D BOULDER
PROJECT: 8.2494001 (U-2717)
--- COIR FIBER ROLLS WIDENING OF SR 1113 (KIVETT DR.)
FROM PENDLETON ST. TO
1-85/US 29/ US 70 IN HIGH POINT
SHEET 3 OF 11 3 // 18 / 03
/ I I
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------- EN,HeNG BUFFER
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----MID TO AVOID
ROW
--- ---- --- --------------
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N C D T
PLAN VIEW DIVISION OF HIGHWAYS
DENOTES FILL IN GUILFORD COUNTY
SURFACE WATER PROJECT: 8.2494001 (U-2717)
xXXX`? ALLOWABLE IMPACTS ZONE I WIDENING OF SR 1113 (KIVETT DR.)
FROM PENDLETON ST. TO
ALLOWABLE IMPACTS ZONE 2 I-85/ US 29/ US 70 IN HIGH POINT
SHEET 4 OF 11 3 / 18 / 03
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Q2=0.030m3/s (1.1c
V2=0.53nA (1.7 fps)*
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LOOP C
SHEET 21
GRASSED SWALE
® 11 +58 -LPC- RT.
Total D.A.-0.28ha (0.6Ac.)
Q2=0.06lm3A (2.2cfs)
V2=0.62ms (2. )
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V10=0.67ms (2. )
Total L=93m (3 V
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GRASSED SWALE
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Total DA=1.24ha (3.lAc.)
Q2 =0.230 A (8.1cfs)
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Q10=0.3 f (10.6ds)
V10=0.54nA Q 8f
Total L-131m (430'
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Effective S=flat
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PARCEL NO.
PROPERTY OWNERS
NAMES AND ADDRESSES
NAMES
ADDRESSES
125
RAE NELL HIX
3711 E. KIVETT DR.
HIGH POINT, NC 27260
126
128
129
JON P. CHAMBERS
CLAUDE A. LOVETTE
TIM NALL
3707 E. KIVETT DR.
HIGH POINT, NC 27260
1201 ELON PLACE
HIGH POINT, NC 27260
3500 N. BUSINESS 85
HIGH POINT, NC 27260
Subject:
Team Members:
Draft Minutes from the Interagency Permit Review Meeting
on May 22, 2003 for U-2717 in Guilford County
John Thomas-USACE (present)
Cynthia Van Der Wiele-NCDWQ (present)
Travis Wilson-NCWRC (absent)
Gary Jordan-USFWS (absent)
Chris Militscher-EPA (absent)
Brett Feulner-PD&EA (present)
Jimmy Goodnight-Roadway (absent)
Jay Twisdale-Hydraulics (present)
Participants:
David Webb, NCDOT, Hydraulics
Rachelle Beauregard, NCDOT, PD&EA
Jay Twisdale opened the meeting with a brief description of the project and mentioned
that the Hydraulic Design for the project was reviewed by the agencies on 7/25/02. David
Webb provided each attendee with a copy of the Stormwater Management Plan and each
attendee was asked to read it. Jay asked if there were any particular questions about the
Stormwater Management Plan. There were no comments.
Jay mentioned that removal of the proposed rip rap from the bed of jurisdictional streams
was not in effect when the drainage design was completed for this project, ut in an effort
to comply wit a previous request by the resource agencies it will be removed. Jay added
that the proposed riprap along the banks of jurisdictional streams at the proposed pipe
outlets would however remain. Jay also mentioned that the plans, permit drawings, and
their respective summary sheets would be updated to reflect these changes.
John Thomas asked about the existing ditch in the buffer zones on Site 1. Jay responded
that both this occurrence and the one on permit plan view sheet 6 of 11 for Site 3 are
existing non-jurisdictional ditches that we are not altering. No additional comments were
made, therefore; no further action will be required for Sites 1 and 2.
Upon further investigation by the Hydraulics Unit, a decision was made to retain the
proposed rip rap pad at the outlet of the proposed 750mm pipe on permit plan view sheet
6 of 11 for Site 3. Removal of the riprap at the outlet of this enclosed non-jurisdictional
storm drainage system would probably have very little if any benefit to aquatic life.
Similarly on permit plan view sheet 7 of 11 for Site 3, the standard riprap pad will remain
at the outlet of the 900mm smooth steel pipe since the receiving channel no longer carries
jurisdictional waters. The relocated channel that will carry jurisdictional waters from the
other 900mm pipe under Ramp D will be stabilized in the relocated channel by riprap on
the banks at the proposed pipe outlet and rock cross vanes along the proposed reach.
John Thomas asked what the slope of the relocated channel at Site 3 would be if a straight
channel were used. David Webb responded by saying that the slopes would have
exceeded 6% in some areas. David added that with the cross vane grade control
measures, the slope has been reduced to approximately 4%, which is very close to or
slightly better than the existing channel conditions. John Thomas asked if the relocated
channel area would be reforested and David referred to the note in the plan view
concerning reforestation and added that the relocated channel matches the sinuosity of the
existing channel. No further action was determined to be necessary for Site 3.
STORMWATER MANAGEMENT PLAN
Project: 8.2494001, TIP U-2717 May 12, 2003
Guilford County rec`j. l14?22, 2m3
Hydraulics Designer: Paul Atkinson, P.E. and David Webb, E.I.
Hydraulics Project Manager: John W. Twisdale, Jr., P.E., NCDOT Hydraulics Unit
ROADWAY DESCRIPTION
This roadway project will widen existing SR 1113 (Kivett Dr.) in southwest Guilford
County in the city of High Point. The project runs from the intersection of Pendleton St.
to the I-85 Business (US-29/70) interchange. The existing two-lane facility will be
symmetrically widened to a five-lane, 20.4-meter 68 foot), curb and gutter section.
Total eng is . 87 km . 1 miles). The proposed improvement will replace the
existing bridge over I-85 Business with a new five-lane bridge and extend the
acceleration lanes for the interchange ramps. Jackson Lake Road (SR 1158) will be
relocated from the southeast interchange ramp to intersect Kivett Drive approximately
83.8 m (275 feet) east of the ramp. No major stream crossings are present on this
project.
ENVIRONMENTAL DESCRIPTION
Land Use
The project location is in a heavily urbanized area of High Point. Large industrial
facilities such as Hatteras Yachts, Inner Pack of Carolina, and a city water plant are
located along the western end of the project. A variety of small businesses and
convenience stores are located from Hickory Chapel Road to the East Town Village
Shopping Center. A number of older, non-conforming residences are interspersed
among the newer commercial buildings. Union Hill Elementary School is located within
the corridor. Several furniture-related industries are located from Triangle Lake Road to
just west of the I-85 Business interchange.
Topography and Water Resources
The project is located within the Randleman Lake Watershed. Jurisdictional stream
crossings are listed in Table 1.
TABLE 1
Station Location Stream Name Type Structure
10+62 Both sides of Drive Unnamed tributary Intermittent 1200 mm pipe
-DR- to Richland Creek
11+58 Both sides of Ramp C Unnamed tributary Intermittent 900 mm pipe
-RPC-
w.5 - -LE 1)5 u.I Cfi
U-2717
Guilford County
12+04 Both sides of Ramp D Unnamed tributary Intermittent/ 900 mm pipe
-RPD-- [ to Copier Branch Perennial
--- - - -- - - - - -- - --- -- - ---- - --------? -
BEST MANAGEMENT PRACTICES
The primary goal of Best Management Practices (BMP's) is to prevent degradation of
the state's surface waters by the location, construction, and operation of the highway
system. BMP's are activities, practices, and procedures taken to prevent or reduce
stormwater pollution. For this project, the most extensive BMP used is the grassed
swale with stormwater retention basins. Fill slopes in buffered areas have also been
changed to 2:1 to decrease the amount of encroachment into lateral streams and to
shorten the impact to jurisdictional crossings. Another BMP designed for this project is
a device called a Preformed Scour Hole (PSH).
Following is a summary of the BMP's used on this project. Only those discharging
adjacent to buffer zones have been listed.
STORMWA TER RETENTION BASIN
S1TE I
Sta. 10+78 to Sta. 11+00 -DR-Lt.
GRASSED SWALE
SITE 2
Sta. 11+78 to Sta. 12+40 -RPC-Lt.
STREAM RELOCATIONS
SITE 3
Sta. 11+11 to Sta. 11+80 -RPD-Lt.
Stream enhancement techniques will be used in lieu of natural stream design due to the
minor length involved.
Two Preformed Scour Holes were used inside Loop C to slow down and spread out the
local discharges before the water flows into a grassed swale. This gra-Ised swale,
along with others within the ramps, provide treatment to waters that eventually flow
into Copper Branch.
A PSH was used at the stormwater outlet at Station 11+80 -Y23A- to disperse flow
over natural ground before eventually entering wetlands surrounding a downstream
pond, which is outside the project limits. The final BMP used is the design of burying
cross pipes on jurisdictional streams. All cross pipes from SITES 1-3 are buried 20%.
These design features will aid in conveying stormwater from the roadway surface to the
receiving streams with minimal environmental impacts.
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DRAFT MINUTES OF THE INTERAGENCY "46" MEETING ON 7/26/02 FOR
U-2717, GUILFORD CO.
Team Members: Jay Twisdale, NCDOT Hydraulics (PRESENT)
Jean Manuele, USACE (PRESENT)
Cynthia Van Der Wiele, NCDWQ (PRESENT)
Howard Hall, USFWS (ABSENT)
David Cox, NCWRC (PRESENT)
FILE COPY
Chris Milischer, EPA (ABSENT)
Elizabeth Lusk, NCDOT PD&EA (PRESENT)
Participants: Paul Atkinson, NCDOT Hydraulics
David Webb, NCDOT Hydraulics
Jared Gray, NCDOT PD&EA
David Chang, NCDOT Hydraulics
Cynthia Van Der Wiele was unable to stay with the team to review the project at the
scheduled time due to another appointment, but she did have opportunity to review the
plans separately with Jay Twisdale and his staff prior to the scheduled time. Jay went
through the entire plans with her sheet by sheet, discussing the drainage design. Cynthia
commented that within the Randleman Lake watershed that even man-made conveyances
draining into jurisdictional streams are subject to the Randleman Buffer Rules. Cynthia
made no comments on the design, except for the location of buffers on Sheet 26.
Jay Twisdale began the meeting with a brief overview of the project. He stated that it is a
two-lane shoulder section roadway which is being widened to five-lane curb and gutter
section in the Randleman Lake watershed. The project site is heavily urbanized, which
limits the choices available for buffer treatment measures. He pointed out that although
there are no wetlands, there are several jurisdictional surface waters on the project. He
then went through the entire plans sheet by sheet, discussing the drainage layout with
emphasis on each surface water site. Specific comments (including Cynthia's) are listed
below by plan sheet number:
Sheets 4-11: No comments.
Sheet 12, System Outfall to Woods: Jay Twisdale noted that the point of discharge for
the proposed system outfall (Sta. 24+10 -L- Rt.) does not show up on either the County
Soils Map or the USGS Quad, although the receiving channel does appear on both at a
point approximately 80m (260') downstream of the proposed system outfall. Jared Gray
confirmed that a defined channel does not appear at the existing outfall until approx. 200'
downstream. The proposed design reflects a rip-rapped energy dissipator basin at the
system outlet to reduce high outlet velocities. There were no comments on the proposed
design.
Sheets 12-13, Eroded Roadside Ditch: Jay Twisdale discussed the proposed system
outfall (Sta. 11+45 -Y15- Lt.), which currently is a badly-eroded roadside ditch at the
Page I of 3
f, t
existing point of discharge. He noted that the channel does not show up on either the
County Soils Map or the USGS Quad within the project limits, although it does appear on
the County Soils Map as a stream line approximately 55m (180') downstream of the
proposed system outfall. The proposed design is a relocated rip-rapped ditch for the
portion of existing ditch that will be impacted due to the project widening. There were
no comments on the proposed design.
4ee6:14- 7,t No comments.
Sheet 18, Outfall to Apartments: Jay Twisdale showed a copy of the site plan for the
apartments (under construction) to which the outfall drains (Sta. 34+20 -L- Lt.). He
mentioned that the point of discharge does not show up on either the County Soils Map or
the USGS Quad, but the channel eventually does become a blue line on the Quad about
300m (980') downstream. The apartment site plan reflects this, showing buffer zones
beginning at the same point approximately 300m downstream, within the apartment
development. The proposed design includes replacing the pipe under the apartment
drive and cleaning out the existing outfall 112m (370') downstream of the existing
apartment pipe due to the lower elevation of the proposed outlet pipe. There were no
comments on the proposed design.
Sheets 19-20: No comments.
Sheet 21, Interchange: Jay Twisdale identified a cross-pipe (Sta. 18+85 -Y22-,1-85
Bus.) which shows as a blue-line crossing on the USGS Quad (but not the County Soils
Map) of Copper Branch Creek. The channel coming to the cross-pipe inlet is an eroded
ditch formed adjacent to a pipe (now silted up) that originally carried the flow. This
pipe/ditch is fed by roadside ditches on a residential road adjacent to the interchange.
Jared Gray indicated that the channel becomes jurisdictional at the outlet end of the cross-
pipe. He also mentioned that a tributary channel (outlet of existing 750mm pipe, under
Ramp D) becomes intermittent, and then perennial, at a point downstream of the existing
pipe. Completion of the drainage design in this area is pending receipt of the
jurisdictional information from Jared Gray, which he said he would provide to the
NCDOT Hydraulics Unit. There were no comments on the proposed design.
Sheets 22-25: No comments.
Sheet 26, Stream at Drive: Jay Twisdale questioned the extent of buffers on the stream
at the outlet of the existing 750mm cross-pipe (10+80 -Y22- Rt.). The stream is shown
crossing I-85 Bus. on both the County Soils Map and the USGS Quad, although the inlet
of the pipe is fed by roadside ditches only. Cynthia Van Der Wiele agreed that the
jurisdictional stream and buffers should start at the outlet of the existing 750mm cross-
pipe. The proposed design shows a roadside ditch terminating in a rip-rap-lined
stormwater retention basin at the outer edge of the buffer to convert the concentrated flow
to sheet flow across the buffer. Jay noted that the proposed design will also incorporate
replacing the existing pipe with a longer proposed pipe in the stream to accommodate the
Page 2 of 3
I . %,
revised alignment and grade of the access drive. There were no other comments on the
proposed design.
Sheets 27-28: No comments.
Page 3 of 3
F W A J-F Michael F Easley, Governor
\O?? 9p , William G. Ross Jr., Secretary
G
North Carolina Department of Environment and Natural Resources
7 Gregory J. Thorpe, Ph.D.
> Acting Director
Division of Water Quality
April 1, 2002
MEMORANDUM
To: Melba McGee, Environmental Coordinator
NCDENR Office of Legislative & Intergovern mental Affairs
From: Cynthia F. Van Der Wiele, NCDOT Coordinator tivUlw
Subject: Environmental Assessment for Kiyett Drive (SR 1113) from Pendleton Street to US
29/US 70/ I-85 Business, High Point, Guilford County, F.A. Project STP-1113(2),
State Project No. 8.2494001, TIP Project U-2717, State Clearinghouse Project 02E-
0404.
This office has reviewed the referenced document. The Division of Water Quality (DWQ) is
responsible for the issuance of the Section 401 Water Quality Certification for activities which impact
waters of the state including wetlands.
The project appears to have minimal impacts on jurisdictional wetlands.
The NCDWQ appreciates the opportunity to provide comments on your project. Should you have
any questions or require any additional information, please contact Cynthia Van Der Wiele at
919.733.5715
cc: Jean Manuele, USACE Raleigh Field Office
Marella Buncick, USFWS, Asheville Field Office
MaryEllen Haggard, NCWRC
File Copy
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Department of Environment and Natural Resources
Office of Legislative and Intergovernmental Affairs
Project Review Form
Project Number. county Date Received: Due Respoc»e Due (firm deadline):
r')c1 ?- 0? p`I ?; ',u pro Z
? r
This project is being reviewed as indicated below:
Regional Office Regional Office Area In-House Review
? Asheville ? Air ? Soil & Water ? Marine Fisheries
? Fayetteville ? Water ? Coastal Management
? Mooresville ? Groundwater MlVildlife ? Water Resources
??,'v CA,
? Raleigh ? Land Quality Engineer ?-Environmental Health
? Washington ? Recreational Consultant ? Forest Resources ? Solid Waste Mgmt
? Wilmington ? Land Resources ? Radiation Protection
C3 Winston-Salem ? Parks & Recreation ? Other
ater Quality
? Groundwater
o Air Quality
Manager Sign-0fflR4om: Due: In-House Reviewer/Agency-
Response (check all applicable)
? No objection to project as proposed.
? No Comment
? Insufficient information to complete review
? Other (specify or attach comments)
RETURN TO:
Melba McGee
Environmental Coordinator
Office of Legislative & Intergovernmental ANaim
W L
Kivett Drive (SR 1 11-3))
\ From Pendleton Street to US 29/US 70/1-85 Business
High Point, Guilford County
Federal Aid Project No. STP-1113(2)
State Project No. 8.2494001
T.I.P. No. U-2717
ADMINISTRATIVE ACTION
FINDING OF NO SIGNIFICANT IMPACT
U. S. Department of Transportation
Federal Highway Administration
and
N. C. Department of Transportation
Division of Highways
Submitted Pursuant to 42 U. S. C. 4332(2) (C)
For further information contact:
Date r,, William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch, NCDOT
Z eel t 7Z/
D to echo s I . Graf, P.E., Division Administrator,
Federal Highway Administration, (FHWA)
Kivett Drive (SR 1113)
From Pendleton Street to US 29/US 70/I-85 Business
High Point, Guilford County
Federal Aid Project No. STP-1113(2)
State Project No. 8.2494001
T.I.P. No. U-2717
FINDING OF NO SIGNIFICANT IMPACT
December 2001
Documentation Prepared in Project Development and Environmental
Analysis Branch By:
Undrea Major, P oject Development Engineer
Project Development and Environmental Analysis Branch
,i
VCti,?? ?s
Teresa H. Hart, P. E.. Project Development Unit Head
Project Development and Environmental Analysis Branch
- ?.-?
- zw,
Rob Hanson, P.E., Assistant Manager
Project Development and Environmental Analysis Branch
H CARO
SEAL
025180
"n IN
S ?
TABLE OF CONTENTS
PAGE
SUMMARY OF ENVIRONMENTAL COMMITMENTS ................ I
1. TYPE OF ACTION ............................................................. 2
II. PROJECT STATUS AND COSTS ............................................ 2
III. DESCRIPTION OF THE PROPOSED ACTION ............................ 2
IV. ACTIONS REQUIRED BY OTHER AGENCIES .......................... 3
V. COORDINATION AND COMMITMENTS ................................. 3
A. Circulation of the Environmental Assessment .............. 3
B. Comments Received on the Environmental Assessment.. 4
C. Public Hearing ................................................... 4
VI. REVISIONS TO THE ENVIRONMENTAL ASSESSMENT............ 4
A. Cost Estimates .................................................. 4
B. Design Alternative ............................................. 4
C. Wetland Findings ............................................... 5
VII. BASIS FOR FINDING ON NO SIGNIFICANT IMPACTT ................ 5
APPENDIX A - Figures
Figure 1 Vicinity Map
Figure 2 Proposed Typical Section
Figure 3 Jackson Lake Road Relocation / Wetland
APPENDIX 13 - Agency Comments
w. • :o.+ •.r R. ...a ? •r ti't.. •w a •."?... ? 't". + ?j ?:,
ex ?. ?.si1?._?? :? .a.-.._. .,. ..« °,y 7r ??. ?. t?, ''".-'..,+. ?i ? <.edfS. t? ,: 'T, r t ?t.."? J «? .»..:.?.w•...?.....?... ',., ?,..
PROJECT COMMITMENTS
Kivett Drive (SR 1113)
From Pendleton Street to US 29/US 70/1-85 Business
High Point, Guilford County
Federal Aid Project No. STP-1113(2)
State Project No. 8.2494001
. T.I.P. No. U-2717
Roadway Design Unit/ Division 7
NCDOT will provide 14ft (4.2m) outside lanes and 12ft (3.6m) inside lanes to
accommodate bicycle traffic along the subject portion of Kivett Drive (SR 1113).
Roadway Design Unit /Division 7
Sidewalks will be incorporated into the final design plan. NCDOT will contribute 60%
of the construction cost for the sidewalk installation. Final terms and costs of
constructing the sidewalks will be disclosed in a municipal agreement-between NCDOT
and the City of High Point.
Geotechnical Unit
Any potential right of way involvement with the UST sites mentioned in Section VII H.
of the EA will be fully evaluated by NCDOT's Geotechnical Unit prior to right of way
acquisition.
Finding of No Significant Impact
December 2001
Page 1 of 5
FINDING OF NO SIGNIFICANT IMPACT
Prepared by the
Project Development and Environmental Analysis Branch
Division of Highways
North Carolina Department of Transportation
in consultation with
Federal Highway Administration
1. TYPE OF ACTION
This is a Federal Highway Administration (FHWA) administrative action, Finding
of No Significant Impact (FONSI).
The FHWA has determined this project will not have any significant impact on
the human environment. This FONSI is based on the Environmental Assessment(EA)
which has been evaluated by the FHWA and determined to adequately and accurately
discuss the environmental issues and impacts of the proposed project. The
Environmental Assessment provides sufficient evidence and analysis for determining that
an Environmental Impact Statement is not required. The FHWA takes full responsibility
for the accuracy, scope, and content of the Environmental Assessment.
II. PROJECT STATUS AND COSTS
The proposed project for Kivett Drive is included in NCDOT's 2002-2008
Transportation Improvement Program (TIP). Right-of-Way acquisition is scheduled to
begin in fiscal year 2002. Construction is scheduled to begin in fiscal year 2004. The
estimated TIP cost is $17,188,000, which includes $3,988,000 for right of way and
$13,200,000 for construction. Currently, the project is estimated to cost $20,507,500,
which includes $7,107,500 for right of way and $13,400,000 for construction.
III, DESCRIPTION OF THE PROPOSED ACTION
The North Carolina Department of Transportation (NCDOT), Division of
Highways, proposes to widen Kivett Drive (SR 1113) in High Point from Pendleton
Street to US 29/US 70/I-85 Business (see Appendix A, Figure 1). The proposed project
will widen the existing two-lane, 24ft (7.2m) roadway to a five-lane, 68ft (20.4m) curb
and gutter facility. The improved facility will include a 12ft (3.6m) wide center turn lane,
two 12ft (3.6m) inside travel lanes, and two 14ft (4.2m) outside travel lanes. The
proposed improvement will also replace the existing bridge over US 29/US 70/1-85
Finding of No Significant Impact Page 2 of 5
December 2001
Business with a new five-lane bridge including 5ft (1.5m) sidewalks on the each side of
the bridge. The proposed bridge will be approximately 215ft (65.5m) long. The
interchange improvements include extending and resurfacing the acceleration lanes for
the interchange ramps and relocating Jackson Lake Road (SRI 158) from the southeast
interchange ramp to intersect Kivett Drive approximately 275ft (83.8m) east of the
interchange ramp. The total length of the project is 2.07mi (3.33km).
IV. ACTIONS REQUIRED BY OTHER AGENCIES
In accordance with provisions Section 404 of the Clean Water Act, a permit will
not be required from the U. S. Army Corps of Engineers (COE) for discharge of dredge
or fill material into "Waters of the United States." This project will not require a 401
Water Quality Certification from the N. C. Department of Environment and Natural
Resources, Division of Water Quality (DWQ).
V. COORDINATION AND COMMENTS
A. Circulation of the Environmental Assessment
The Environmental Assessment for this project was approved by the NCDOT on
November 6, 2000 and by the FHWA on November 7, 2000. Copies of the approved
Environmental Assessment were circulated to the following federal, state, and local
agencies for review and comments. An asterisk (*) denotes those agencies who
responded with written comments.
*U.S. Army Corps of Engineers-Wilmington
*U.S. Fish and Wildlife Services-Raleigh
*N.C. Department of Environment and Natural Resources
-Division of Water Quality
-Division of Forest Resources
-N.C. Wildlife Resources Commission
*N.C. Department of Cultural Resources, Division of Archives and History
*N.C. State Clearinghouse
N.C. Department of Public Instruction
Guilford County Commission
*City of High Point
Comments received have been addressed within the document.
Finding of No Significant Impact Page 3 of 5
December 2001
B. Comments Received on the Environmental Assessment
Written comments on the Environmental Assessment were received from some
agencies. The comments received were reviewed by the NCDOT. None of these
comments were substantive enough to require any further analysis or explanation from
the NCDOT. Copies of the correspondence received are included in the appendix of this
document.
C. Public Hearin
Following circulation of the Environmental Assessment, a public hearing was
held on June 19, 2001 at Union Hill Elementary School. The public generally supports
the project. Much of the hearing focus centered on right of way and relocation
procedures as well as the roadway design. Public concerns involved intersection
configuration, signalization, personal property, and the lack of need for bicycle lanes and
sidewalks. NCDOT representatives addressed questions and concerns at the hearing.
The Public Hearing transcript is available through the NCDOT Citizen's Participation
Unit, [phone].
VI. REVISIONS TO THE ENVIRONMENTAL ASSESSMENT
A. Cost Estimates
The estimated TIP cost is $17,188,000, which includes $3,988,000 for right of
way and $13,200,000 for construction. Currently, the project is estimated to cost
$20,507,500, which includes $7,107,500 for right of way and $13,400,000 for
construction.
B. Design Alternative
The proposed project design will provide 8 five-lane, 68ft (20.4m) curb and gutter
facility. NCDOT will minimize impacts by using the "best fit" alternative, combining
symmetrical and asymmetrical widening concepts. Minimal changes were made to the
recommended design alternative after the public hearing. None of the changes affect the
typical cross section of the proposed facility. The most notable revision is the placement
of a driveway to create an intersection at Harvey Road. This driveway will serve as an
access to Triad Building Materials, Mid-State Petroleum, and Arnold Jones Services.
Traffic Engineering will analyze the proposed intersection to determine what type of
control measures should be implemented.
Finding of No Significant Impact Page 4 of 5
December 2001
C. Wetland Findings
Executive Order 11990 requires appropriate documentation to show that there is
no practicable alternative to the proposed construction and that the proposed action
includes all practicable measures to minimize harm to jurisdictional wetlands.
Jurisdictional wetlands, as defined by 33 CFR 328.3, are those areas that are inundated or
saturated by surface or ground water at a frequency and duration sufficient to support,
and that under normal circumstances do support, a prevalence of vegetation typically
adapted to life in saturated conditions.
NCDOT's Best Management Practices (BMPs) for the Protection of Surface
Waters will be strictly enforced during the entire life of the project. In compliance with
the concept of "no net loss of wetlands" and sequencing, our policy is to maintain and
restore the chemical, biological and physical integrity of the Waters of the United States,
specifically wetlands.
Wetlands have been discovered in the area near the Jackson Lake Road
relocation. The wetlands discovered tend to encompass the area around the small pond
that lies east of Jackson Lake Road. As noted in the EA document under the Summary of
Anticipated Impacts, no adverse effects of jurisdictional wetlands are anticipated as a
result of construction. Sediment and erosion control measures will not be placed in
jurisdictional wetlands. All practicable steps have been taken both to avoid and minimize
impacts to jurisdictional wetlands. Though final permit / mitigation decisions are made
by the Corps of Engineers, it is anticipated that no permit will be required.
VII. BASIS FOR FINDING OF NO SIGNIFICANT IMPACT
Based upon a study of the impacts of the proposed project as documented in the
Environmental Assessment, and upon comments from federal, state, and local agencies, it
is the finding of the Federal Highway Administration (FHWA) that the project will not
have a significant impact upon the quality of the human or natural environment. The
project is not controversial from an environmental standpoint. No significant impacts on
air or water quality or on ambient noise level is expected. The project is consistent with
local plans and will not divide or disrupt a community. The project will have no effect on
any historic properties listed on or eligible for the National Register of Historic Places.
No known Section 4(f) properties will be impacted by the project. The proposed
improvements will have no effect on federally-listed threatened or endangered species.
Therefore, it is determined that a Finding of No Significant Impact is applicable for this
project. An Environmental Impact Statement or further environmental analysis will not
be required.
UJM/
Finding of No Significant Impact Page 5 of 5
December 2001
APPENDIX A
FIGURES
I 0 f Slmn er6e eSWr
e "'5 Z9
GUILFORD COUNTY G r?o' L / Fi NORTH CAROLINA telel vti jc + ® Alt;
reevAoro
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$
I
PROJECT
LIMITS
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I- I I?. I i I I _y:
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_ T'? ?-•?. 1300
.a NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
- DIVISION OF HIGHWAYS
PLANNING AND ENVIRONMENTAL
b, BPUNCH
_ % - HIGH POINT
_ KIVETT DRIVE (SR 1113)
FRO-.NI PENDLETO.N STREET
TO 1-83 BUS/US 70/US 29
T.I.P.NO.U-227(7
KILOMEicRS 7
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APPENDIX B
AGENCY CORRESPONDENCE
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER M February 15, 2001
Planning Services Section
Mr. William D. Gilmore, P.E., Manager
Project Development and
Envircnmental Analysis Branch
North Carolina Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
This is in response to your letter of November 28, 2000, requesting comments on
the "Federal Environmental Assessment for High Point, Kivett Drive (SR 1113) From
Pendleton Street to US 29/US 70/1-85 Business, Guilford County Federal Aid Project
No. STP-1113(2), State Project No. 8.2494001, T.I.P. No. U-2717" (Regulatory Division
Action ID No. 199820708).
Our comments involve impacts to flood plains and jurisdictional resources that
include waters, wetlands, and U.S. Army Corps of Engineers projects. The proposed
roadway improvements would not cross any Corps constructed flood control or
navigation project. Enclosed are our comments on the other issues.
We appreciate the opportunity to comment on this project. If we can be of further
assistance, please contact us.
Sincerely,
?r
W. Coleman Long
Chief, Planning and Environmental Branch
Enclosure
r ,
February 15, 2001
Page 1 of 1
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON:
"Federal Environmental Assessment for High Point, Kivett Drive (SR 1113) From
Pendleton Street to US 29/US 70/1-85 Business, Guilford County Federal Aid Project
No. STP-1113(2), State Project No. 8.2494001, T.I.P. No. U-2717" (Regulatory Division
Action ID No. 199820708)
1. FLOOD PLAINS: POC - Mr. Bobby L. Willis Planning Services Section, at
[phone]
We commented previously on this project by letter dated July 29, 1998, a copy of
which is contained in Appendix B of the Federal Environmental Assessment (EA). We
do not have additional comments at this time.
2. WATERS AND WETLANDS: POC - Mr. Eric Alsmeyer, Regulatory Project
Manager Raleigh Field Office Regulatory Division, at (9191876-8441,
Extension 23.
a. Prior Department of the Army permit authorization, pursuant to Section 404 of
the Clean Water Act of 1977, as amended, will be required for the discharge of
excavated or fill material into waters and/or wetlands in conjunction with this project,
including the disposal of construction debris.
b. Review of the EA indicates that the proposed work is unlikely to involve the
discharge of excavated or fill material into waters and/or wetlands. The project is on the
interstream divide between the drainage basins for Richland Creek and Deep River.
Consequently, it is probable that the proposed project would result in no impacts to
waters, including wetlands, and no authorization will be required. However, if there are
any minor impacts to waters, including wetlands, it is probable that the work could be
authorized under one or more nationwide or regional general permits.
Questions or comments pertaining to permits may be directed to Mr. Alsmeyer.
DENR Fax:[phone] Nov 29 2001 1328 P.01
Noah C;amUw ATA
Department of Environnumt and Natural Resources
Michael F. FAdey, Governor m&
Sherri l.st, , NCDENR
-[&? A ? o r?,
M*) A06'?' Mc Gu
XWORANDUM
TO; Chryo Hag"tt
state ClearinChouse
rROM: Melba McGee Y
environmental Review Coordinator
RE: 012-0347 EA xivett Drive improvements, Guilford
County
DATE; January 17, 2001
The Department of Environment and Natural Resources has
reviewed the proposed information. The attached comments are
for the applioant's information and consideration.
Thank you for the opportunity to review.
Attaehmente
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone_ 919 - 733-4984 1 FAX: 919 - 715-3060 \ Internet: www.enr.state.nc.us/P.W
AN EQUAL OPPORTUNITY \ AFFIRMATM ACTION EMPLOYER - 50% RECYCLED / 1076 POST CONSUMERPAFER

DENR
NCWRC,HCP.FALLS LAKE
k
Fax:[phone] Nov 29 2001 13:28 P.02
TEL:[phone] Jan 12'01 9:53 No.001 P.05
® North Carolina WilcUde Resources Commission
Charles R FaIlwood- &eeutive Director
MEMORA16MUM
'tip: Melba McGee
cNliee of Legislative and 1ntmjovsttl =W Affairs, DEM
FROM: Aavid Cux, Howay Project nor
Habitat Coneorvatiea Prggrwm?
J?J
BATE: January 12. 2001
SUBJECT: North CaralirA Doparbnont of Traoiportation (NCD071 Environmental Assessment
(hA) for Kivett Drive (SR 11131 from Pendeltpn Sftd TO US 29/US 70A-85 Ausinou in
I ligh Point, Guilford Cvtutty, North Carolina. TIP No. U-2717, SO 1 Pmject No. 01-tr
0347.
Staffhiologisis wilh the N. C. Wildlife Resoumes Commistiod hnvg reviewed tho aubjaot liA ead
are familiar with habitat values in the project area. 71x1 purpose of this review wen to assass project
imp&4* to fish and wildlife resources. Our oommonts pro prvvided in nvcordetnoo with curtain provisions
of the National Environ menml Policy Art (42 U.S.C. 4332(2xc)) and the Fish and Wildlife Cowdination
Ace (48 Scat. 401, as amended; 16 U.S.G. 661-667d),
NCOOT pcnlmsvb to widen oxiefiiztg Yjvett DrNr, from two-lanes to a live-lane curb and gutter
facility from Fendeltun Scramr to US 29/1.15 70/145 Butineu. The bridge over US 29/US 7011-85
Busincss will also be ralpaced m pert ofthia projeet The tonal project lcngth is approximately 2.07
milts. No impacts to wetlands or juriSdiotional MIMI 4M OjWted,
We have reviewed the darn contained in the FA We do 116t Object to the projorA as proposed.
NCUUT 3bould look for way=s w minimlu impacts to stream, Best lutatatgenlent Praetioes for the
prytv<;tion of Surface Waters should be str;ctly followed, At this time, we concur with the EA. for this
pttlje?.'t.
Thank you for the opportunity to comment on this 13A. If we can be of any further gmiqu- mm
ply call me at [phone].
cc: U.S. Fish and Wildlife Service, Raleigh
Mailing Address: Mvieivn of lntatd Fishetic? • 1721 bWl Servkc Center a Ru mgh, N(; 27699-17'1
Telephone. [phone]ct.291 a Vqm [phone]
James B. Hunt, Jr., Governor
Katie G. Dorsett, Secretary
December 7, 2000
Sincerely,
(?'X, /?? ;ZZ7-
Ms. Chrys Baggett
Environmental Policy Act Coordinator
PLEASE NOTE NEW MAILING ADDRESS
EFFECTIVE IMMEDIATELY
N.C. STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
1302 MAIL SERVICE CENTER
RALEIGH, NC 27699-1302
Mr. Richard Davis
N.C. Department of Transportation
Project Development Branch
Transportation Bldg. - 1534 MSC
Raleigh NC 27699-1534
Dear Mr. Davis:
Subject: Environmental Assessment - Proposed Widening of Kivett Dr. (SR 1113) from
Pendleton St. to I-85/US 29/US 70, High Point; Guilford County; TIP #U-2717
The N. C. State Clearinghouse has received the above project for intergovernmental review. This
project has been assigned State Application Number 01-E-4220-0347. Please use this number with-
all inquiries or correspondence with this office.
Review of this project should be completed on or before 01/07/2001 . Should you have any
questions, please call [phone].
116 West Jones Street * Raleigh, North Carolina 27603-8003 * Telephone [phone]
State Courier 5 1 -C 1-00
11/29/2001 14:03
MS RENEE GLRpHXLL-RARLZY
CLEARINGROOSE COORO
DEPT OF CUL RESOURCES
ARCHIVES-HISTORY BLDG - MSC 4617
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DEM, NFIP
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CUL RESOURCES
PIEDMONT TRIAD COG
PROJECT INFORMATION
APPLICANT: N.C. Department of Transportation
TYPE: National Environmental Policy Acc
ERD: Environmental Assessment
DESC: 2roposad Widening of Kivett Dr. (SR 1113)
High Point: Guilford County: TIP NU-2717
CROSS-PE:FERSNCE NUMBER: 9E-E-4220-0655
athTE NUMBRi 01-6-4220-0341
CP= XMCZXWD: 12/07/2000
AG=CT Azar az : 01/02/2001
REVILV CLOSZD: 01/07/2001
SEC _ '.
Sot
from Pandletor_ Sr. to 29/US 70,
The attached project has been submitted to the N. C. State Clear_n # --use for
intergovernmental review, Please review and submit your response by t::= abcve
indicated date. If additional review time is needed, please contact th-s c=='_ca
at (919)e07-2425.
AS A RESULT OF THIS REVIEW THE FOLLOWING 13 SUBMITTED/
LM" NO COMMENT )Z.Iid if
R COMMENTS ATTACHED
SIGNED BY:
DATE :
19EC 2 0 It
AndltZ)
NC STATE HISTORIC PRESERVATION 4 39794 NO.610 001
NORTH CAROLINA STA= CLEARMGHOUSZ
DEPARTMNT OF XMINISTRATIOU
ZN=ROCVEMQ=TAL REVIEK
ti.
=I5W

DENR
Fax:[phone] Nov 29 2001 13:29 P.03
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Duality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
RMA
=7A?A
NCDENR
January 5, 2001
TO. Melba McGee, Environmental Coordinator
Office of Legislative and Environmental Affairs
THROUGH: John R. Domey,NC Division of Water Quali
FROM: Cynthia F. Van Der Wiele (' QU_
SUBJECT: Scoping comments on the proposed improvements to Kivett Drive (SR
1113) from Pendleton Street to 'l FS 29-70/1-85 Bits., High Point, Guilford
Co,, Federal Aid Pro ect No. STP-11 13(2), State Project No. 8.2494001,
TIP No. U-2717.
In reply to your correspondence dated December 1:3, 2000 in which you requested
comments for the referenced project, preliminary analysis of the project reveals no
potential for direct impacts to perennial streams or jurisdictional wetlands withinin the
project area. However, in the event that the project scope is amended, the Division of
Water Quality requests that NCDOT send notification of any proposed impacts to
wetlands and streams with corresponding mapping
The NCDWQ appreciates the opportunity to provide comments on your project. If you
have any questions, please call Cynthia Van D,r Wiele at 919.733.5715.
CVDW/cvdw
pc: Eric AJ.smeyer, Corps of Engineers
Tom McCartney, USFWS
David Cox, NCV rRC
Central Files
03`1
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Empleyer 50% recycled/ 10% post-consumer paper
in-10-01 TUE 01:51 PM HP CHAMBER OF COMMERCE FAX HO. 3368899499 P. 0,('
RESOLUTION
IN SUPPORT OF THE
KIVETT DRIVE IMPROVEMENT PRO.IFICT
WSSREAS, the Kivett Drive Improvement Project has been on the City of 9gh Point's
Thoroughfare Plan since 1962 and the State Transportation Improvement Program since
1991;
WHEREAS, Kivett Drive, from US 311 Bypass to Business 85/US 29-70 is an important
link in the City transportation system; and
VM"REAS, Kivett Drive is currently carrying high volumes of traffic (particularly truck
traffic) and mmiencing problems with traffic congestion and delays, traffic accidents,
and poor access to neighboring propertim; and
NOW, TBE EFORE BE IT RESOLVED dint the ITigh Point Chamber of Commerce
supports the recommended improvements to Kivett Drive and requests that the project
not be further delayed from its scheduled right-of-way acquisition in Fiscal Year 2001
and construction in Fiscal Year 2003.
Adopted this L6L_Day of &c&. 2001.
B
J 0 (?r??y,)Chirman
QQ
? .1 o,I
Co
I I
CITY OF HIGH POINT
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
February 28, 2000
Mr. William D. Gilmore, P.E. Manager
Project Development & Environmental Analysis Branch
North Carolina Department of Transportation
P.O. Box 25201
Raleigh, NC 27611-5201

SUBJECT: Sidewalk Request-Kivett Drivc (SR 1113), frenn Pendleton: Street to US
29/US 70/1-85 Business Interchange, High Point, Guilford County.
Federal Project S"CP-1113(2), State Project 8.249400 1, TIP Project U-
2717
Dear Mr. Gilmore:
After reviewing the preliminary cost estimates for including sidewalks along, the Ki?,ctt
Drive widening project, the City of High Point has decided to participate in the fundin
of the sidewalks.
We are requesting that the sidewalks be incorporated into the final construction plans and
that a municipal agreement be prepared to finalize the details.
If you need additional information or wish to discuss this further, please contact me at
[phone].
Sincerely.
i
?v
Phil Wylie, P.E.
Director ol'Transportation
Cc: Undrea Major, Project Development Engineer
.1. Douglas Galyon, Board of Transportation
Rebecca R. Smothers, Board of Transportation
I_en Mill. P.E., Deputy Highway Administrator ' Preconstruction
J.M. Mills, P.E., Division Engineer
Calvin Leggett, P.I., Director of Planning and 1'rugramming
Stribling Boynton. City Manager
Pat Fate, Assistant City Manager
Telephone [phone]
PO Box 230. 2-11 South Hamilton Strect. HILh Point. North Carolina. 27261. FAX [phone] TDD (336) 883-85 17
GOUNTy
v OOS .
GUILFORD COUNTY SCHOOLS
Auxiliary Services
April 27, 2000
Ms. Undrea Major
NC DOT
Planning and Environmental Branch
P.O. Box 25201
Raleigh, NC 27611
Dear Ms. Major:
Re: Widening of Kivett Drive in High Point
This letter is written to underscore Guilford County School concerns with the
widening of Kivett Drive in High Point. Specifically, I am concerned with the
impact. upon piayground.space at Union. Hill Elementary. Union Hill Elementary
is located on-the'-southwesttcoraei ufthe intersection of Kivett Drivc and Triangie,.-
Lake Road in east Hight Point.
I am concerned with the possible impact on Union Hill Elementary Sc hoot with,
the widening of Kivett..,Currently, the size of the school site does not meet the
state standard of one usable acre for every one hundred students plus ten acres.
With the projected student population of around 450 students, the 9.27 acres falls
short of the: idea4:15-usable acres... .
The school is bounded on the west by Wood Armfield Company land, on the
north by Kivett, on the east by Triangle Lake Road and on the south by the home
of a. Mr. Lonnie Wilson.
Please make every effort to avoid reducing the playground space at Union Hill
when plans are made to widen Kivett Drive at its intersection with Triangle Lake
Road.
Sincerely,
Eric Hoekstra
Demographer/ Facilities Planner
[phone]
HoekstE@Guilford. K12. NC. US
- --- -- -- ---- - Children First - -
90 FN(iLISI-I R(?.,\[), Iil(,Fi POINT N(' 272t)-' P! I(`NF (i i(1 ti10 170,
Ecos P't 11ko-
stem
PROGRAM
RECEIPT
D ???U M
U V ??
FES 2 l
8 2005
A?n?Dsgo_ Ugc11Y
71FRB%CH
February 21, 2005
DOT TIP#: U-2717
DWQ#: 04-0341
COE#: N/A
Greg Thorpe, PhD, Manager
Planning & Environmental Branch
NC Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Project: Widening of Kivett Drive from Pendleton Street to US 29/US70/I-85 Business
County: Guilford
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a transfer of funds in the
amount of $18,080.64, transferred on February 10, 2005, as payment for the compensatory mitigation
requirements of the 401 Water Quality Certification/Section 404 permit issued for the above referenced project.
This receipt serves as notification that the compensatory mitigation requirements for this project have been
satisfied. Please note that you must also comply with all other conditions of this certification and any other state,
federal or local government permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible for the
compensatory mitigation requirements associated with the project permit and agrees to provide the compensatory
mitigation as specified in the permit. The NC EEP will restore 18,834 square feet of riparian buffer in Cataloging
Unit 03030003 of the Cape Fear River Basin.
Payments to the Ecosystem Enhancement Program are not reimbursable unless a request for reimbursement is
received within 12 months of the date of this receipt. A letter must accompany requests for reimbursement from
the permitting agency stating that the permit and/or authorization has been rescinded.
If you have any questions or need additional information, please contact Carol Shaw at 919-733-5205.
Sincerely,
.? . 3N
rilliam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
John Thomas, USACOE-Raleigh
Darryl Lamb, DWQ Regional Office-Winston-Salem
File
R.,"toring... E ... Pro,-" Our State
ern
lMCUM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
. It
e'„„? SfA7F ..?
STATE OF NORTH CAROLINA
DEPARTMENT OF T ZANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGI L N.C. 27611-5201
GOVERNOR
January 26, 1998
r,
B
E. NORRIS TOISON
SFCRFTARY
MEMORANDUM TO: Ms. Cyndi Bell
DWQ - DENR
?,??t' r
FROM: 0. Franklin Vick, P. E., Manager-1"'
Planning and Environmental Branch
SUBJECT: Review of Scoping Sheets for Kivett Drive (SR 1 113) from
Pendleton Street to US 29/US 70/1-85 Business, High Point,
Guilford County, F. A. No. STP-1113(2), State Project
No. 8.249400 1, TIP No. U-2717
Attached for your review and comments are the scoping sheets for the subject project
(See attached map for project location). The purpose of these sheets and the related review
procedure is to have an early "meeting of the minds" as to the scope of work that should be
performed and thereby enable us to better implement the project. A scoping meeting for this
project is scheduled for February 25, 1998 at 10:00 a.m. in the Planning and Environmental
Branch Conference Room (Room 470). You may provide us with your comments at the meeting
or mail them to us prior to that date.
Thank you for your assistance in this part of our planning process. If there are any
questions about the meeting or the scoping sheets, please call Mark Davis, Project Planning
Engineer, at 733-7844, Ext. 234.
MD/plr
Attachment
&J
PROJECT SCOPING SHEET
Date 1-26-97
Revision Date
Project Development Stage
Programming
Planning X
Design
TIP # U-2717
Project # 8.24904001
F.A. Project # STP-1113(2)
Division 7
County Guilford
Route Kivett Drive (SR 1113)
Functional Classification Urban Minor Arterial
Length 3.33 kilometers (2.07 miles)
Purpose of Project:
The purpose of the project is to accommodate future projected traffic volumes and
improve safety.
Description of project (including specific limits) and major elements of work:
The proposed project consists of widening Kivett Drive (SR 1 113) to a five-lane,
19.2-meter (64 foot), curb and gutter facility from Pendleton Street to US 29/US 70/I-85
Business in High Point (see attached map).
Type of environmental document to be prepared: EA and FONSI
Environmental study schedule: EA Oct 97 - May 99
FONSI Aug 99 - Dec 99
Will there be special funding participation by municipality, developers, or other?
Yes No X
If yes, by whom and amount
(S) , or (%)
How and when will this be paid?
PROJECT SCOPING SHEET
Type of Facility: The proposed project will consist of widening Kivett Drive
(SR 1113) to a five lane curb and gutter facility.
Type of Access Control: Full control at US 29/US 70/1-85 Business bridge interchange. _
Type of Roadway: The existing facility is a two lane, 7.8-meter (26-foot) roadway with
1.8-meter (6-foot) grass shoulders.
Interchanges X Grade Separations Stream Crossings
Typical Section of Roadway: The proposed cross section is a five-lane, 19.2 meter (64-
foot), curb and gutter facility.
Traffic: Current 14000 vpd Design Year 25000 vpd % Trucks
Design Standards Applicable: AASHTO X 3R
Design Speed: 82km/h (50 mph)
Preliminary Resurfacing Design:
Preliminary Pavement Design:
Current Cost Estimate:
Construction Cost (including engineering and contingencies)... $ 7,500,000
Right of Way Cost (including rel., util., and acquisition)...... $
Force Account Items ................................. $
Preliminary Engineering .............................. $
Total Cost ........................................ $
TIP Cost Estimate:
Construction ....................................... $ 4, 530,000
Right of Way ...................................... $ 3, 590.000
Total Cost ........................................ $ 8, 120,000
List any special features, such as railroad involvement, which could affect cost or
schedule of project:
PROJECT SCOPING SHEET
ITEMS REQUIRED (X) COMMENTS COST
X Estimated Costs of Improvements:
Pavement
Surface ...................................... $ 1 ,515,660
Resurfacing ................................... $
Milling & Recycling (Removal) .................... $
Turnouts .................................... $
Shoulders: Paved ............................ $
Earth ............................. $
X Earthwork ........................................ $ 1,010,400
Subsurface Items: ..................................
$
X Subgrade and Stabilization ........................... $ 234,990
X Drainage (List any special items) ....................... $ 670,000
X Fine Grading ...................................... $ 125,000
Structures: Width x Length
Bridge Rehabilitation x ......... $
New Bridge(3) x ......... $
Widen Bridge x ......... $
Remove Bridge(2) x ......... $
New Culverts:
Size Length Fill Ht. ..... $
Culvert Extension .............................. $
Retaining Walls:
Type Avg. Ht. Skew ..... $
Noise Walls .................................. $
Any Other Misc. Structures ...................... $
Concrete Curb & Gutter ............................. $
X Concrete Sidewalk .................................. $ 218,600
Guardrail ......................................... $
Fencing: W.W. and/or C.L. ............. $
X Erosion Control .................................... $ 48,000
Landscape ........................................ $
X Utilities .......................................... $ 655,000
X Traffic Control ..................................... $ 160,000
Signing: New ................................ $
Upgrading ...........................
X Traffic Signals X New ........................... $ 45,000
Revised ........................ $
RR Signals: New .............................. $
Revised ........................... $
With or Without Arms ............... $
If 3R: Drainage Safety Enhancement .............. $
Roadside Safety Enhancement ............. $
Realignment for Safety Upgrade............ $
X Pavement Markings:
Paint Thermo X Markers X .......... $ 42,000
Delineators ........................................ $
X Other(Mob.and Misc.)clearing & grubbing ................. .$1 ,797,350
CONTRACT COST (Subtotal): $ 6,522,000
Contingencies & Engineering .............................. $ 978,000
PROJECT SCOPING SHEET
PE Costs .............................................. $
Force Account .......................................... $
Construction Cost Subtotal: $ 7,500.000
X Right of Way:
X Will Contain within Existing Right of Way: Yes No X
Existing Right of Way Width:
New Right of Way Needed: Width Est. Cost $
Easements: Type Width Est. Cost $
Utilities: $
Right of Way Subtotal: $
Total Estimated Cost: (Includes R/W) $
Cost Estimate Prepared By: Allen Jones Date: 01-12-98
Scoping Sheets Prepared By: Mark Davis Date: 01-23-98
The above scoping has been reviewed and approved* by:
Highway Design
Roadway
Structure
Design Services
Geotechnical
Hydraulics
Loc. & Surveys
Photogrammetry
Prel. Est. Engr.
Planning & Environ.
Right of Way
R/W Utilities
Traffic Engineering
Project Management
County Manager
City/Municipality
Others
INIT. DATE
Board of Tran. Member _
Mgr. Program & Policy
Chief Engineer-Precons
Chief Engineer-Oper.
Secondary Roads Off.
Construction Branch
Roadside Environmental
Maintenance Branch
ALJ 1-12-98 Bridge Maintenance
Statewide Planning
Division Engineer
Bicycle Coordinator
Program Development
FHWA
Dept. of Cult. Res.
Dept. of EH & NR
INIT. DATE
Scoping Sheet for local officials will be sent to Division Engineer for handling.
Comments or Remarks:
*If you are not in agreement with proposed project or scoping, note your proposed
revisions in Comments or Remarks Section and initial and date after comments.
r\
GUILFORD COUNTY
NORTH CAROLINA

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NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
a DIVISION OF HIGHWAYS
PLANNING AND ENVIRONMENTAL
BRANCH
8
390 HIGH POINT
KIVETT DRIVE (SR 1113)
78 _ FROM PENDLETON STREET
2 _ - TO I-85 BUS/US 70/US 29
T.I.P. NO. U-2717
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STATE OF NORTH CAROLINA
DEPARTMENT OF TANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201
GOVERNOR
March 16, 1998
MEMORANDUM TO: Scoping Participants
FROM: Mark Davis, Project Planning Engineer
Planning and Environmental Branch
E. NORRIs TOLSON
SECRETARY
r ?
SUBJECT: Kivett Drive (SR 1113) from Pendleton Street
to Owen Drive (SR 1007), Fayetteville, Cumberland
County, Federal Aid Project No. STP-1113(22), State
Project No. 8.249400 1, T.I.P. No. U-2717
On February 25, 1998, a scoping meeting was held for the subject project. The
following people were in attendance:
Gary Parker Traffic Engineering
Stephen Lowery Traffic Engineering
Mary Fabian Traffic Engineering
Rob Allen Photogrammetry
Derek Bradner Location and Surveys
Jerry Snead Hydraulics
Richard Davis Planning and Environmental
Teresa Hart Planning and Environmental
Mark Reep Planning and Environmental
Mark Davis Planning and Environmental
George Holmes Planning and Environmental
Chris Murray Planning and Environmental
Debbie Bevin State Historic Preservation Office
Lanette Cook Program Development
Phil Wylie City of High Point
Jamal Alavi Statewide Planning
Ray Moore Structure Design
Norm Miller Structure Design
Van Argabright Program Development
Jim Morrison Roadway Design
Jimmy Goodnight Roadway Design
Leon Oliver Roadway Design

Hemang Surti Signals and Geometrics
The following presents the highlights of scoping items discussed pertaining to the
above subject project.
There are no stream crossings to be concerned with along the project.
2. Symmetrical widening is proposed for the improvements. However, in certain
locations asymmetrical widening may need to be studied due to associated
impacts.
3. The existing right-of-way varies between 42-45 feet (13-14 meters). Roadway
proposed a 30 meter (100 foot) right of way for the proposed improvements.
4. A Citizens' Informational Workshop should be held soon. Roadway cannot
request surveys before having any public involvement.
Debbie Bevins stated there is no need for an archaeological survey and no
historical sites exist.
6. Phil Wylie stated Hatteras Yachts would be moving in the next year to
New Bern. He also indicated the City of High Point may have interest in
sidewalks on one side but would like to have estimates for both sides.
7. Program Development has included the upgrades to the interchange at I-85/US 29
in this project. The original improvements were included in TIP Project R-2808.
The exact improvements to the interchange are being examined and will be
disclosed later in the planning process.
A playground exist in front of Union Hill Elementary adjacent to the
existing facility. A Section (40 would have to be included in the Environmental
Assessment if the playground is used for recreational purposes and the proposed
project impacts the property. Alternatives to avoid the playground will be
studied.
9. A Citizens' Informational Workshop is anticipated to be held in the spring of
1998. The Environmental Assessment is scheduled to be complete in May 1999.
If any of the above comments are in need of revision, or if you need to submit
additional comments, please call Mark Davis at 733-7844, ext 234. or send email to
(mdavis(*mail.dot.state.nc.us).
i?? - - - ,
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NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION OF HIGHWAYS
-.' PLANNING AND ENVIRONMENTAL
BRANCH
- IIIGIIPOINT
r? SR 1113 (KIV1:7-1' DRIVE)
FROM P[:NDL1?TON STREET
_ TO US 29/ US 711/ 1-85 BUSINESS
r= GUILFORD COUNTI
- TIP NO. U-2717
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QSMENT OF TyF United States Department of the Interior
QP i
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A FISH AND WILDLIFE SERVICE
Raleigh Field Office
-y? Post Office Box 33726
RC Raleigh, North Carolina 27636.3726
May 19, 1998
Mr. Richard B. Davis, P.E., Assistant Manager
Planning and Environmental Branch
North Carolina Department of Transportation
Division of Highways
P.O. Box 25201
Raleigh, NC 2761
Dear Mr. Davis:
MPY 2 6199
This responds to your letter of April 28, 1998, requesting information from the U. S. Fish and
Wildlife Service (Service) for the purpose of evaluating the potential environmental impacts of the
proposed improvements to Kivett Drive (SR 1113) from Pendleton Street to I-851US 29/US 70,
High Point, Guilford County, North Carolina (TIP No. U-2717). This report provides scoping
information and is provided in accordance with provisions of the Fish and Wildlife Coordination
Act (FWCA) (16 U.S.C. 661-667d) and Section 7 of the Endangered Species Act (ESA) of 1973,
as amended (16 U.S.C. 1531-1543). This report also serves as initial scoping comments to
federal and state resource agencies for use in their permitting and/or certification processes for
this project.
The North Carolina Department of Transportation (NCDOT) proposes to widen Kivett Drive
from Pendleton Street to the I-85/US 29/US 70 Interchange, to a 5-lane curb and gutter
thoroughfare.
The mission of the Service is to provide leadership in the conservation, protection, and
enhancement of fish and wildlife, and their habitats, for the continuing benefit of all people. Due
to staffing limitations, we are unable to provide you with site-specific comments at this time.
However, the following recommendations are provided to assist you in your planning process and
to facilitate a thorough and timely review of the project.
Generally, the Service recommends that wetland impacts be avoided and minimized to the
maximum extent practical as outlined in Section 404 (b)(1) of the Clean Water Act Amendments
of 1977. In regard to avoidance and minimization of impacts, we recommend that proposed
highway projects be aligned along or adjacent to existing roadways, utility corridors, or previously
developed areas in order to minimize habitat fragmentation and encroachment. Areas exhibiting
V
high biodiversity or ecological value important to the watershed and region should be avoided.
Crossings of streams and associated wetland systems should use existing crossings and/or occur
on a structure wherever feasible. Where bridging is not feasible, culvert structures that maintain
natural water flows and hydraulic regimes without scouring, or impeding fish and wildlife passage,
should be employed. Highway shoulder and median widths should be reduced through wetland
areas. Roadway embankments and fill areas should be stabilized by using appropriate erosion
control devices and techniques. Wherever appropriate, construction in sensitive areas should
occur outside fish spawning and migratory bird nesting seasons.
The National Wetlands Inventory (NWI) map of the High Point East 7.5 Minute Quadrangle does
not show any wetland resources along the proposed project corridor. However, while the NWI
maps are useful for providing an overview of a given area, they should not be relied upon in lieu
of a detailed wetland delineation by trained personnel using an acceptable wetland classification
methodology.
We reserve the right to review any federal permits that may be required for this project, at the
public notice stage. We may have no objection, provide recommendations for modification of the
project, or recommend denial. Therefore, it is important that resource agency coordination occur
early in the planning process in order to resolve any conflicts that may arise and minimize delays
in project implementation.
In addition to the above guidance, we recommend that the environmental documentation for this
project include the following in sufficient detail to facilitate a thorough review of the action:
A clearly defined purpose and need for the proposed project, including a discussion to the
projects's independent utility;
2. A description of the proposed action with an analysis of all alternatives being considered,
including the upgrading of existing roads and a "no action" alternative;
A description of the fish and wildlife resources, and their habitats, within the project
impact area that may be directly or indirectly affected;
4. The extent and acreage of waters of the U. S., including wetlands, that are to be impacted
by filling, dredging, clearing, ditching, or draining. Acres of wetland impact should be
differentiated by habitat type based on the wetland classification scheme of the
National Wetlands Inventory (NWI). Wetland boundaries should be determined by using
the 1987 Cop of Engineers Wetlands Delineation Manual and verified by the U.S. Army
Corps of Engineers (Corps),
2
The anticipated environmental impacts, both temporary and permanent, that would be
likely to occur as a direct result of the proposed project. The assessment should also
include the extent to which the proposed project would result in secondary impacts to
natural resources, and how this and similar projects contribute to cumulative adverse
effects;
6. Design features and construction techniques which would be employed to avoid or
minimize the fragmentation or direct loss of wildlife habitat value;
Design features, construction techniques, or any other mitigation measures which would
be employed at wetland crossings and stream channel relocations to avoid or minimize
impacts to waters of the United States; and,
If unavoidable wetland impacts are proposed, we recommend that every effort be made to
identify compensatory mitigation sites in advance. Project planning should include a
detailed compensatory mitigation plan for offsetting unavoidable wetland impacts.
Opportunities to protect mitigation areas in perpetuity, preferably via conservation
easement, should be explored at the outset.
The attached pages identify the federally-listed endangered, threatened, and candidate species that
are known to occur in Guilford County. Habitat requirements for the federally-listed species in
the project area should be compared with the available habitat at the project site. If suitable
habitat is present within the action area of the project, field surveys for the listed species should be
performed. Environmental documentation should include survey methodologies and results. In
addition to this guidance, the following information should be included in the document regarding
protected species:
A map and description of the specific area used in the analysis of direct, indirect, and
cumulative impacts;
2. A description of the biology and status of the listed species and the habitat of the species
that may be affected by the action, including the results of any onsite inspections;
An analysis of the "effects of the action" on the listed species and associated habitat
which includes consideration of
a. The environmental baseline which is an analysis of the effects of past and ongoing
human and natural factors leading to the current status of the species and its
habitat;
b. The impacts of past and present federal, state, and private activities in the project
area and cumulative impacts area;
C. The direct and indirect impacts of the proposed action. Indirect effects are those
that are caused by the proposed action and are later in time, but are still
reasonably certain to occur;
d. The impacts of interrelated actions (those that are part of a larger action and
depend on the larger action for their justification) and interdependent actions
(those that have no independent utility apart from the action under consideration);
and,
The cumulative impacts of future state and private activities (not requiring federal
agency involvement) that will be considered as part of future Section 7
consultation;
4. A description of the nn r in which the action may affect any listed species or
associated habitat including project proposals to reduce/eliminate adverse effects. Direct
mortality, injury, harassment, the loss of habitat, and/or the degradation of habitat are all
ways in which listed species may be adversely affected;
A summary of evaluation criteria to be used as a measure of potential effects. Criteria
may include post-project population size, long-term population viability, habitat quality,
and/or habitat quantity; and,
6. Based on evaluation criteria, a determination of whether the project is not likely to
adversely affect or may affect threatened and endangered species.
Candidate species are those plant and animal species for which the Service has sufficient
information on their biological status and threats to their survival to propose them as endangered
or threatened under the ESA. Although candidate species receive no statutory protection under
the ESA, federal agencies are required to informally confer with the Service on actions likely to
jeopardize the continued existence of these species or that may destroy or modify proposed
critical habitat.
Federal species of concern (FSC) include those species for which the Service does not have
enough scientific information to support a listing proposal or species which do not warrant listing
at the present time. These species receive no statutory protection under the ESA, but could
become candidates in the future if additional scientific information becomes available indicating
that they are endangered or threatened. Formal listing places the species under the full protection
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of the ESA, and necessitates a new survey if its status in the project area is unknown. Therefore,
it would be prudent for the NCDOT to avoid any adverse impacts to candidate species or their
habitat. The North Carolina Natural Heritage Program should be contacted for information on
species under state protection.
The Service appreciates the opportunity to comment on this project. Please continue to advise us
during the progression of the planning process, including your official determination of the
impacts of this project. If you have any questions regarding these comments, please contact Tom
McCartney at 919-856-4520, ext. 32.
Sincerely,
rMohn. efner
Field Supervisor
Enclosures
cc:
COE, Eric Alsmeyer, Raleigh, NC
NC Division of Water Quality, John Dorney, Raleigh, NC
FHWA, Nicholas Graf, Raleigh, NC
NCDOT, Clarence Coleman, Raleigh, NC
WRC, Frank McBride, Creedmoor, NC
EPA, Ted Bisterfield, Atlanta, GA
FWS/R4:TMcCartney:TM:05/15/98:919/856-4520 extension 32:\u-2717.tip
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