20021105 Ver 1_Application_20030715

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t JAN 5 2043
lyq�- �TLR STATE OF NORTH CAROLINA / /®t,5—
DEPARTMENT OF TRANSPORTATION
MICHAEL F EASLEY LYNDo TIPPETT
GOVERNOR P',%EC -RF ,R1 All
December 12 2002 ���
U S Army Corps of Engineers
6508 Falls of the Neuse Road Suite 120
Raleigh North Carolina 27615
-� It
ATTN Mr Eric C Alsme) er
Regulatory Permit Manager
=� �---- Dear Sir
� I
APP 1 i Z003
�t �c31 o f f%
n
Subject Revised Individual Permit Application for Section 404 Permit and 401 _
Certification to provide connectors and upgrade Cook Road (SR 13 11)
from US 70 to NC 100 Alamance County State Project No 8 2472001
_v Federal Aid Project No STP 0701(7) TIP No U 3110 Sections A and B
f
This application letter serves to re lace the original permit application dated July 10
2002 Due to a request from the Division of Water Quality the Natural Stream Design
has been changed Stream impacts and stream relocation length reported earlier are both
-rte slightly less Please disregard the July 10 2002 permit application
The North Carolina Department of Transportation proposes to construct connectors to and
widen Cook Road (SR 1311) from US 70 to NC 100 (Haggard Road) The proposed
project will aid in the completion of a continuous north south route in western Alamance
County This project is part of the Western Alamance Loop and adjoins the proposed St
Marks Church Road relocation project (TIP No U 2905) at the southern terminus and the
Elon College Bypass project (TIP No U 2406) at the northern terminus Under TIP U
2406 (let in March 2000) a new connector was constructed from NC 100 to Manning
Avenue (SR 1503) Under TIP U 3110 NC 100 will be bridged via a flyover and
connected to this new NC 100 connector approximately 1 000 feet north of NC 100
When the flyover is completed the unused portion of the NC 100 connector will be lifted
For clarity the relevant design sheets from U 2406 are attached to this permit
Section A of the proposed project has final design However since Section B is not due to
be let until 2007 there is only preliminary design The 4 2 mile proposed project involves
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 LS RALEIGH NC
RALEIGH NC 27699 1548

a 4 -lane median divided facility with curb and gutter as well as the construction of three
bridges one over Michael Branch (Section A) one over the Norfolk Southern Railway
(Section B) and one over NC 100 (Section B) The latter two bridges involve significant
gr�,ad`e `separations In addition a sewer line will be relocated simultaneous with project
construction on Section A Project design requires the replacement of an existing utility
(sewer) line underneath a wetland adjacent to Michael Branch Impacts to this wetland are
already proposed with road construction The length of line through the wetland will be
approximately 252 feet Additional permanent impacts to jurisdictional wetlands will
result from mechanized clearing which will be necessary for installation and maintenance
of the line The wetland area to be cleared will be kept to a minimum Preconstruction
contours will be restored Any excess material will be removed to upland areas and
exposed wetland areas revegetated within 1 days of completion Impacts due to
mechanized clearing have been calculated and included in total impacts for this project
This application,package consists of this cover letter ENG Form 4345 (revised) 8 `/2 x 11
inch permit drawings (revised) U 2406 design sheets (11x17) of the connector to the
northern terminus of U 3110A natural stream design plan for onsite stream relocation
(revised) and half size plans (revised final for Section A and preliminary for Section B)
Purpose and Need The purpose of the proposed project is to provide a link in the Western
Alamance Loop which is on the Alamance County Thoroughfare Plan Also the
construction of the project will decrease traffic along Williamson Avenue (SR 1301)
which goes directly through the Town of Elon College
Summary of Impacts The proposed project is located in the Cape Fear River Basin
Hydrologic Unit 03030002 All impacts on jurisdictional areas are contained within
Section A of the proposed project Impacts consist of a total of 0 8 acres of permanent
riverine wetland impacts and 777 linear feet of jurisdictional stream impacts
Utility Impacts
It will be necessary to relocate the sewer line currently running parallel to Michael Branch
(sheet 15 of 19) The utility line will be relocated underneath the proposed roadway
Additional impacts will result from wetland fill required to install the sewer line outside of
the roadway footprint and tie it in to existing sewer lines In order to provide maintenance
access mechanized clearing will also be necessary The impacts from this relocation
although minimal have been calculated and included with this permit application These
impacts are included in the total impacts listed at the beginning of the section and are
included in the impacts listed on the permit drawing summary sheet (Sheet 19 of 19)
Summary of Mitigation The project has been designed to avoid and minimize impacts to
jurisdictional areas throughout the NEPA and design processes Detailed descriptions of
these actions are presented elsewhere in this application Compensatory mitigation for the
remaining impacts consist of
• 780 feet of on site stream relocation using natural channel design techniques which is
described in detail later in this application
2/9

• 0 8 acres of nverme wetland impacts will be mitigated at a ratio of 2 1 by using the
North Carolina Wetland Restoration Program (WRP) We will provide the WRP with
a payment of $38 400 which is the cost of 1 6 acres of riverine wetlands at a rate of
$24 000 per acre (Please refer to the attached WRP commitment letter dated May 9
2002 )
PROJECT SCHEDULE
Schedule Section A of this pioject is scheduled to be let for construction in February
2003 Section B is due to be let in October 2007 Table 1 reflects the project breakdown
section limits and project let dates
Table 1 C'nnetnictinn limits and schedule
Sections
Project Luruts
Let/DB Date
U 311 OA
Connector from US 70 to Westbrook Avenue (SR 1909) at
February 2003
Cook Road (SR I) 11)
U 31 l OB
Cook Road improvements and connector from Westbrook
October 2007
Avenue (SR 1909) to NC 100 (Haggard Road)
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was submitted by the NCDOT in compliance with
the National Environmental Policy Act and was approved on January 24 1997 A Public
Hearing was held on April 29 1997 and the Finding of No Significant Impact ( FONSI)
was approved on January 30 1998 The documents addressed Sections A and B of the
proposed project After the documents were approved they were circulated to federal
state and local agencies Copies of the EA and FONSI have been provided to regulatory
review agencies involved in the approval process Additional copies will be provided
upon request
The subject project is in compliance with 2' ) 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 has independent utility because it proposes a direct link from US 70 to
NC 100 and is therefore a usable and a reasonable expenditure even if no
additional transportation improvements are made in the area and
3) Because U 3110 is part of the Western Alamance Loop of the Alamance County
Urban Thoroughfare Plan construction of this project has been coordinated with
other adjoining transportation improvement projects TIP U 2905 at the southern
terminus was permitted under a Section 404 NW 14 permit and a Section 401
Water Quality Certification in July 2001 TIP U 2406 at the northern terminus
was permitted under a Section 404 permit and a Section 401 Water Quality
Certification in December 1999 Both permit application processes followed the
3/9

FHWA compliance process Therefore consideration of alternatives for other
reasonably foreseeable transportation improvements was not restricted
RESOURCE STATUS
Delineations
Wetland delineations were conducted on September 29 2000 by NCDOT Biologists
Elizabeth Lusk and Shannon Simpson using the criteria specified in the 1987 Corps of
Engineers Wetland Delineation Manual Mr Eric Alsmeyer of the USACE Raleigh
Regulatory Field Office verified the delineations in the field on July 12 2001 Streams
were delineated on that same day and field verified by Eric Alsmeyer and John Hennessy
NCDWQ The attached permit application package consists of drawings depicting
jurisdictional impacts As previously mentioned the project will result in a total of 0 8
acres of permanent riverine wetland impacts and 777 linear feet of jurisdictional stream
impacts
U 3110 Characterization of Jurisdictional Sites (Table 2) This section has 0 8 acres of
jurisdictional riverme wetlands and 777 feet of jurisdictional streams There are no
temporary wetland impacts or any impacts to ponds
WETLANDS There are two wetland sites both in Section A These sites are
characterized as piedmont bottomland hardwood forest seep and drained beaver
impoundment They are both located adjacent to Michael Branch The dominant
vegetation in the seep area is false nettle (Boehmeria cylindrica) jewelweed (Impatiens
capensis) Japanese grass (Microstegium vimineum) and tag alder (Alnus serrulata) The
beaver impounded area consists of sparsely populated green ash trees (Fraxinus
pennsylvanica) rush (Juncus sp ) Rotala ( Rotala sp ) and sedge (Carex sp )
STREAMS There are two crossings of Michael Branch (DEM classification C
NSW [Index No 15 19 52 12/1/83]) This perennial stream flowing only through
Section A has a good riffle /pool sequence and high sinuosity and provides suitable habitat
for fish and macrobenthos Common mussels (Elliptio sp ) were found in one portion of
the stream
Table 2 Jurisdictional Impacts on U 3110
Includes fill ercaNauon and mechanized clearm,
Natural Channel Desitn
4/9
Streams
Onsite
Permanent Wetland Impacts
Streams
Requiring
Stream
Site
(ac)*
(ft)
Mitigation
Relocation
(ft)
(ft)*
Riverme Non nverine
1
01 00
610
610
780
2
07 00
167
167
0
TOTAL
08 00
777
777
780
Includes fill ercaNauon and mechanized clearm,
Natural Channel Desitn
4/9

Table 3 Jurisdictional Stream Information on U 3110
Station
NCDWQ
Impact
Required
Site
Number
Structure
Stream Name
Index #
(1 ft)
Mitigation
1 12 +19 L to
Bridge
Michael
16 19 5 2
610
610
14 +00 L
Branch
2 18 +80 L to
2n2 8m x
Michael
16 19 -5 2
167
167
19 +40 L
2 5m RCBC
Branch
PROTECTED SPECIES
Plants and animals with Federal classification of Endangered (E) or Threatened (T) are
protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973 as amended As of March 22 2001 the U S Fish and Wildlife Service (FWS) does
not list any federally protected species for Alamance County
CULTURAL RESOURCES
Per the EA there are no archaeological or historic issues associated with the proposed
project
Archaeology There are no properties either listed or eligible for listing in the National
Register of Historic Places in the area of potential effect As a result the SHPO verified
that no archaeological study was required (phone conversation November 1996) (see EA)
Historic In a letter dated May 31 1995 the NC State Historic Preservation Office
(SHPO) stated that there was one structure of historical significance within the general
area of the project However an NCDOT Architectural Historian surveyed the project
area and found no structures of historical importance in the area of potential effect The
SHPO and the FHWQ concurred with NCDOT s conclusion (see Appendix C in the EA)
FEMA COMPLIANCE
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA state and
local floodway regulations Per NCDOT s agreement with FEMA NCDOT designers
performed the HEC RAS Hydrologic Model to design an acceptable flood stage
5/9

MITIGATION OPTIONS
The Corps of Engineers had adopted through the Council on Environmental Quality
(CEQ) a wetland mitigation policy that embraces the concept of no net loss of wetlands
and sequencing The purpose of this policy is to restore and maintain the chemical
biological and physical integrity of the Waters of the United States Mitigation of
wetland and surface water impacts has been defined by the CEQ to include avoiding
impacts minimizing impacts rectifying impacts reducing impacts over time and
compensating for impacts (40 CFR 1508 20) Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660 IA (Preservation of the Nations
Wetlands) emphasize protection of the functions and values provided by wetlands These
directives require that new construction in wetlands be avoided as much as possible and
that all practicable measures are taken to minimize or mitigate impacts to wetlands
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize wetland impacts and to provide full compensatory mitigation of all
remaining wetland impacts Avoidance measures were taken during the planning
EA/FONSI and design phases minimization measures were incorporated as part of the
project design
AVOIDANCE All wetland areas not affected by the project will be protected from
unnecessary encroachment No staging of construction equipment or storage of
construction supplies will be allowed in wetlands or near surface waters
• Site 1 The original alignment for U3110A was close to the 5 acre ponds that extend
from STA 15 +60 to 18 +60 RT —L Alignment was shifted to move away from the
spillway structure to avoid impacting the ponds
MINIMIZATION Minimization includes the examination of appropriate and practicable
steps to reduce the adverse impacts Minimization techniques were implemented as
follows
• Site 1 The original alignment for U3110A was close to the 5 acre ponds that extend
from STA 15 +60 to 18 +60 RT —L In addition to avoiding pond impacts the
realignment at this site allowed for more grass swale length and lessened the impact on
wetland areas
• Site 1 The original design as presented in the EA included a two barrel reinforced
concrete box culvert at this southernmost crossing of Michael Branch In order to
minimize and avoid impacts the design was changed to a bridge with a structure 130
feet in length at a cost of approximately $700 000 This structure 'A ill provide
improved flood conveyance and help maintain the continuity of the stream
morphology and community in this reach While impacts to Michael Branch are still
necessary a bridge will allow natural stream design of the relocated portion of
Michael Branch which would not have been possible A nth a culvert In addition
6/9

naturalizing the relocated stream will improve the functions and values of Michael
Branch which is currently incised and down cutting
Note Because of the skew of the creek and floodplain to the proposed road a
600- oot bridge would be required in order to avoid all impacts to Michael
Branch Avoidance by realignment of the road is limited by ponds and homes to
the east Moving further westward would prevent connection to the southern
connector (U 2905) and the northern connector (U 2406)
• Floodplam Functions The NCDOT has purchased additional permanent drainage
easement (PDE) in the floodplain to the west of the first crossing of Michael Branch
This additional 2 5 acres will ensure maintenance of the floodplain functions
• Water velocities and water quality (Reference permit drawing sheets 5 and 6 of 19)
The original highway geometric for this project allowed for drainage to be collected
for significant distances and discharged to a single point While this practice would be
hydraulically efficient detrimental aspects were foreseen with regards to water quality
For this reason the drainage was separated into smaller systems that allowed for more
vegetated filtering lower velocities and lower single point volumes to be distributed
to Michael Branch
• Stormwater runoff treatment
• This project will utilize turf reinforcement mats (TRMs) instead of rip rap in
sections where velocities are above the acceptable threshold for stable vegetation
The TRMs will allow for vegetation to be used and increase the amount filtration
that stormwater runoff will receive from grassed swales
• Water collected in the bridge deck drains will not be directed into the stream
• Best Management Practices (BMPs) NCDOT has committed that Sediment and
Erosion Control Guidelines for BMPs for Protection of Surface Waters will be adhered
to during construction to minimize potential negative environmental impacts (see
FONSI)
• Sediment and Erosion Control Measures NCDOT will stipulate that sediment and
erosion control measures not be placed in wetlands unless it is absolutely necessary to
place silt fences on wetland boundaries to contain erosion caused by the sheet flow of
water This commitment will be incorporated into the construction contract awarded
for the proposed project (see FONSI)
• Reve eta ation Within 15 days of construction completion vegetation will be
reestablished on exposed areas with judicious use of pesticide and herbicide
• Upland Borrow NCDOT will stipulate borrow material be taken from upland sources
in the construction contract awarded for the proposed project (see FONSI)
• Drainage There A ill be no direct discharge of road drainage into Michael Branch
7/9

• Slopes Fill slopes in wetlands are at a 2 1 ratio
• Ditching It is the policy of the NCDOT to eliminate lateral ditching in wetlands as
much as possible thus preserving the hydrology of adjacent wetlands This proposed
design has eliminated lateral ditches through wetlands
COMPENSATION The primary emphasis of the compensatory mitigation is to
reestablish a condition similar to that 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 and stream 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 and stream channel relocation
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
I Consideration must be given to mitigation within the right of wav and should
include the enhancement of existing wetlands /streams and the creation of new
wetlands and naturalization of relocated stream channels 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 /stream
losses compensatory mitigation may be conducted outside the right of way
including enhancement creation and preservation
Compensatory Wetland Mitigation The North Carolina Wetland Restoration Program
(WRP) has committed to providing 16 acres of rrverine wetland mitigation at a ratio of
2 1 for the 0 8 acres of riverine wetland impacts We will provide the WRP with payment
of $38 400 which is the cost for 16 acres at the rate of $24 000 per acre (see attached
letter dated May 9 2002)
Compensatory Stream Mitigation The 777 linear feet of jurisdictional stream impacts
will be mitigated by 780 feet of on site relocation using natural stream channel design at a
mitigation ratio of 1 1 (see permit drawings for Rosgen analyses and natural channel
design schematics)
8/9

i
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Individual 404 Permit as
required for the above described activities We are also hereby requesting a 401 Water
Quality Certification from the Division of Water Quality In compliance Xkith Section
143 215 3D(e) of the NCAC the payment of $475 00 for processing the Section 401 permit
application was submitted with the July 10 2002 permit application We do not anticipate
the necessity for future permit modifications for Section B since there will be no impacts
to natural resources in this Section 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
If you have any questions or need additional information please call Elizabeth L
Lusk at [phone] extension 335
Sincerely
may' (i
Gregory J Thorpe Ph D
Environmental Management Director PDEA
cc Mr David Franklin Corps of Engineers Wilmington Field Office
Mr John Dorney NCDWQ (7 copies)
Mr Garland Pardue USFWS Raleigh
Mr David Cox NCWRC
Ms Kathy Matthews USEPA
Mr N L Graf P E FHWA
Mr Burt Tasaico P E Program Development Branch
Ms Deborah Barbour P E Highway Design Branch
Mr D R Henderson P E Hydraulics Unit
Mr Greg Perfetti P E Structure Design Unit
Mr Jay Bennett P E Roadway Design Unit
Mr Mike Mills P E Division 7 Engineer
Mr Lenwood Smith Division 7 Environmental Officer
Mr David Harris Roadside Environmental Unit
Ms Karen B Taylor P E Project Engineer
Attachments
Permit drawings (includes Natural Channel Design and Rosgen Analyses)
Half size Plan Sheets for U 2406 connecting TIP project
Form ENG 4345
WRP Commitment letter
Half size Plan Sheets for U 3110 A and B
9/9

NORTH CAROLINA
NCDOT
DIVISION OF HIGHWAYS
VICINITY ALAMANCE COUNTY
PROJECT 82472001 (U- 3110A &B)
MAPSCOOK ROAD UPGRADE AND
EXTENSION FROM US 70 TO
NORTH OF WEST BROOK AV
SHEET I OF 10 3/1/02
L _
END I B OJECT
I
END`'
PROJECT I
L
17�`Fi �A
BEG A_
L - I
NCDOT
DIVISION OF HIGHWAYS
VICINITY ALAMANCE COUNTY
PROJECT 82472001 (U- 3110A &B)
MAPSCOOK ROAD UPGRADE AND
EXTENSION FROM US 70 TO
NORTH OF WEST BROOK AV
SHEET I OF 10 3/1/02

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WETLAND LEGEND
—WLB WETLAND BOUNDARY PROPOSED BRIDGE
W�
WETLAND PROPOSED BOX CULVERT
WL
DENOTES FILL IN
WETLAND PROPOSED PIPE CULVERT
DENOTES FILL IN
SURFACE WATER
DENOTES FILL IN
SURFACE WATER
(POND)
DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
EXCAVATION IN
WETLAND
D DENOTES MECHANIZED
CLEARING
31. -:11 FLOW DIRECTION
TB
---- TOP OF BANK
WE EDGE OF WATER
- - C - . PROP LIMIT OF CUT
- - F- -
PROP LIMIT OF FILL
-�-
PROP RIGHT OF WAY
- - NG -
- NATURAL GROUND
- - PL -
PROPERTY LINE
- TDE -
TEMP DRAINAGE
EASEMENT
-POE—
PERMANENT DRAINAGE
EASEMENT
- EAB-
EXIST ENDANGERED
ANIMAL BOUNDARY
- EPB -
EXIST ENDANGERED
PLANT BOUNDARY
WATER SURFACE
x x x x x LIVE STAKES
x x x
BOULDER
-- CORE FIBER ROLLS
12 48
(DASHED LINES DENOTE PIPES
EXISTNG S rRUCTURES) 54 PIPES
& ABOVE
ga
SINGLE TREE
WOODS LINE
DRAINAGE INLET
ROOTWAD
RIP RAF
ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
5 R
IF AVAILABLE
PREFORMED SCOUR HOLE
F-7-77� LEVEL SPREADER (L S)
DITCH /
GRASS SWALE
NCD®T
DIVISION OF HIGHWAYS
ALAMANCE COUNTI
PROJECT 82472001 (U- 311OA &B)
COOK RO kD UPGRADE AND
EXTENSI ®N FROM US 70 TO
NORTH OF WEST BROOK AV

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October 22, 2002
Protect# 8 247200 1 (U31 10 A)
County Alamance
Description Cook Road Upgrade and Extension From US 70 to
North of Westbrook Avenue
Stream Michael s Branch
Subject Natural Stream Design
Sta 12 +19 LT - Sta 13 +68 RT L
The Cook Road upgrade and extension from US 70 to North Westbrook Avenue is
impacting a total of 777 feet of Michael s Branch in Alamance County The placement
of a culvert at L -STA 19 +30 is impacting 167 feet while the transverse crossing of the
flood plain from L -STA 12 +20 to L -STA 13 +80 is impacting 610 feet A total of 780
feet of onsite stream restoration will occur from L STA 12 +19 to 13 +68 LT The stream
will be designed/classified based on Rosgen principles and techniques for river
morphology
Existing Channel and Reference Reach
Michael s Branch at the stream location drains 1 5 square miles in the Piedmont
physiographic region Six hundred and fifty feet upstream of the stream restoration are
two ponds with a total surface area of 5 acres The watershed is primarily urban single
family homes mixed with commercial multi family homes and open space It is
predicted that the majority of the watershed will be developed North Carolina State
University Stream Restoration Institute (NCSU SRI) was consulted about a possible
reference reach for this project The combination of the upstream impoundments and the
urban development did not yield any candidates A September 6 2002 meeting that
included the Division of Water Quality Wetlands Unit and NCDOT identified Upper
Speight as a reference reach Upper Speight is an E5 stream located in Wake County off
of Holly Springs Road in the Swift Creek Watershed
Proposed Channel
The Cook Road Extension project includes a transverse crossing of the Michael s Branch
floodplain The transverse crossing not only impacts a significant amount of stream but
also greatly effects the conveyance of major events This alignment was reviewed
however due to connection with other projects on the north and south and constraints due
to the ponds no other alternative was identified The hydraulic design of this project
included installing a bridge and excavating a floodplain downstream of the crossing to
provide the required conveyance during the 100 year event As a result, a 120 foot wide
NCDOT Division of Highways
Alamance County Project 8 2472001 (U31 10A &B)
Cook Road Upgrade and Extension from US 70 to North West Brook Av
Sheet -O of (9 10/22/02

Project# 8 2472001(U3110 A)
Natural Stream Design Sta 12 +19 LT Sta 13 +68 RT L-
2/15/02
floodplain was created to locate approximately 780 feet of stream mitigation The
proposed channel will begin at STA 12 +19 and end at STA 13 +68 —L- (meters)
Fieldwork for this project was conducted in the fall of 2000 prior to the issuance of the
Version 3 0 Internal Technical Guide for Streamwork in North Carolina For this reason,
pool parameters were not identified in the existing channel Water surface elevations as
well as streambed profile are plotted on Figure 1 Bed material varied along the reach
from brown, soft sandy silty clay to course sand with gravel HEC RAS modeling
system was used to determine bankfull flow for existing conditions based on field
observations Stream mitigation will occur in an excavated area where boring logs
indicate material ranging from silty course sand with gravel to sandy silty clay The
shear stress and sediment transport for sand was analyzed Shear stresses for the
proposed stream were calculated based on velocities and flow depths generated from
FHWA V urban software This information was then compared to values for critical
velocity and shear stress for sand in HEC 15 and HDS 5 manuals from the FHA The
comparison showed that the proposed stream to be within acceptable velocity and shear
stress limits that would allow proper sediment transport under bankf ill conditions
Sediment transport characteristics were also analyzed using Shields diagram This also
showed the fine to medium sand being moved under the bankfull conditions The
proposed stream was designed to maintain stability under bankfull conditions The
impoundment immediately upstream and the potential of significant sediment loading due
to future development complicate the dynamics of sediment transport in this system To
aid in stability cross vanes along with dual coir fiber rolls have been added In addition
channel side slopes were designed at 5 1 slope to promote stability where possible
Finally coir fiber mat will be used in bends with live staking to promote stability prior to
full vegetative establishment
The objective of the Michael s Branch stream restoration was to build a C6 stream that
has the potential to develop into an E5 stream as identified in Rosgen s Applied River
Morphology
NCDOT Division of Highways
Alamance County Project 8 2472001 (U3110A &B)
Cook Road Upgrade and Extension from US 70 to North West Brook Av
Sheet i I of lei 10/22/02

Protect# 8 2472001(03110 -A)
County Alamance
Description Cook Road Upgrade and Extension From US 70 to North of Westbrook Avenue
Stream Michael's Branch
Subject Natural Stream Design
Sta 12 +19 LT - Sta 13 +68 RT -L-
Morphological Measurement Table
Variables
Existing
Channel
Proposed
Reach
Reference
Reach
Regional Curve
Information
Rural
Urban
1
Stream type
G6c
C6
E5
2
Drainage area miA2
1 5
1 5
1 4
1 5
15
3
Bankfull width feet
92
250
127
8 30
17 55
4
Bankfull mean depth feet
1 0
12
23
1 2 8
1 7 5 0
5
Width/depth ratio
88
208
55
6
Bankfull cross sectional area (ft A2)
97
297
287
15 50
50 150
7
Bankfull mean velocity feet/sec
72
26
52
8
Bankfull discharge cfs
706
770
150
40 200
210 900
9
Bankfull max depth feet
20
06
3
10
Width of flood prone area feet
141
>50
>32
11
Entrenchment ratio
1 5
>2 2
25
12
Meander length feet
328
150 190
50 100
13
Ratio of meander length to bankfull
width
36
6 8
4 8
14
Radius of curvature feet
282
2672
1535
15
Ratio of radius of curvature to
bankfull width
31
1 2 8
1 2 2 8
16
Belt width feet
105
80 100
3070
17
Meander width ratio
032
3240
2 4 5 5
18
Sinuosity (stream length /valley
length)
10
13
13
19
Valley Slope ft/ft)
0 009
0 009
0 009
20
Average slope ft/ft
0 004
0 003
0 007
21
Pool sloe
3
00
0
22
Ratio of pool slope to average
sloe
00
0
23
Maximum -pool depth feet
32
5
24
Ratio of pool depth to average
bankfull depth
27
22
25
Pool width feet
25
912
26
Ratio of pool width to bankfull
width
1 0
0709
27
Pool to pool spacin feet
6590
3060
28
Ratio of pool to pool spacing to
bankfull width
4 e
2636
2 4 4 7
29
Ratio of lowest bank height to
bankfull height (or max bankfulit�
depth)
1
Sheet I2,, of 10/22/02 946=
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NCDOT
DIVISI ®N OF HIGHWAYS
ALAMANCE COUNTY
PROJECT 82472001 (U-3110A &B)
COOK ROAD UPGRADE AND
EXTENSION FROM US 70 TO
NORTH OF WEST BROOK AV
SHEET !� OF Iq 5/3/02

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PIK$UPERTY OWNERS
N I IES AND ADDRESSES
NA 141]S
LUTHERAN RETIREMENT
MINISTRIES
BURLINGTON BUILDERS INC
Dr GEORGE E KOUkY & WIFE
MARVELLA V KOURY
,kDDRESSES
100 Wade Cable Dr
Burlington N C 27215
113 Runningbrook Dr
Elon NC 27244
1406 White Oak Rd
Chapel Hill N C 27516
N Dk'-""/T
DIVISION OF H1GI- 1Wy --.ys
ALAMANCE COUNTY
PP OJCCT 82472001 (U- 3110A& -B)
COPY ROAD UPCRADE AND
EXTENSION rROM US 70 TO
NORTP Or WEST BROOK A V
SPEE i ) 6 O; 19 02

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11
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F EASLEY
GOVERNOR
July 31, 2001
Mr Eric Alsmeyer
NCDOT Coordinator
U S Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road
Suite 120
Raleigh NC 27615
SUBJECT 404 PERMIT FOR TIP U 3110 (A &B)
Dear Mr Alsmeyer
LYNDo TiPPETr
SECRETARY
Enclosed are four sheets of the final plans for project U 2406 and e44z-i sheets of
the proposed project U 3110 Project U 2406 had a let date of March 21 2000 and is still
tinder construction Project U 31 10 B has been coordinated with project U 2406 Sheets
12 and 13 of Project U3 l OB are being built tinder Project U 2406 as a 2 lane facilitti
Hor�e,,er the Right of Wav and fill slopes of project U 2406 are adequate to handle
project U 31 10B The 160 mm (66 ) RCP shown on Sheet D of U 2406 at STA 16 +50
has already been built therefore we do not foresee getting any additional permits for this
storm drain structure If ) ou do not concur with these findings please notif) me as soon
as possible
Sincerel)
IVlatt}hew Lauttc r PC
Pioiect Design FnyinLLi
MAILING ADDRESS
Nu OL P %i TO TP N
Fi D L C U
1 0 I t SE CCU
R N 2 99 5 J
T LEP -) J Q1Q :)0 41t,l,
FAX [phone]
LOCATION
C C CDti PL
6 [+ 6
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information including suggestions for reducing this burden to Department of Defense Washington Headquarters Service Directorate of Information
Operations and Reports 1215 Jefferson Davis Highway Suite 1204 Arlington VA 22202 -4302 and to the Office of Management and Budget
Paperwork Reduction Project (0710 -0003) Washington DC 20503 Respondents should be aware that notwithstanding any other provision of law no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number
Please DO NOT RETURN your form to either of those addresses Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity
PRIVACY ACT STATEMENT
Authority Rivers and Harbors Act Section 10 33 USC 403 Clean Water Act, Section 404 33 USC 1344 Marine Protection Research and Sanctuaries
Act, 33 USG 1413 Section 103 Principal Purpose Information provided on this form will be used in evaluating the application for a permit. Routine
Uses This Information may be shared with the Department of Justice and other federal state and local government agencies Submission of
requested Information is voluntary however if Information is not provided the permit application cannot be evaluated nor can a permit be Issued
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and Instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity An application that is not completed In full will be returned
(ITEMS 1 THRU 4 TO BE flLLED BY THE CORPS)
1 APPLICATION NO
2 FIELD OFFICE CODE 13 DATE RECEIVED
(ITEMS BELOW TO BE F'LLED BYAPPLICANT)
4 DATE APPLICATION COMPLETED
5 APPLICANTS NAME 8 AUTHORIZED AGENTS NAME AND TITLE (an agent s not equ red)
North Carolina Department of Transportation
Project Development & Environmental Analysts
6 APPLICANTS ADDRESS
1548 Mail Service Center
Raleigh NC 27699 1548
7 APPLICANTS PHONE NOS W /AREA CODE
Residence
b Business 919 733 3141
9 AGENTS ADDRESS
10 AGENTS PHONE NOS W /AREA CODE
a Residence
b Business
11 STATEMENT OF AUTHORIZATION
I hereby authorize to act in my behalf as my agent in the processing of this application and to fumish
upon request supplemental Information in support of this permit application
APPLICANTS SIGNATURE DATE
NAME LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12 PROJECT NAME OR TITLE is a struct ons
U 3110 Sections A and B — US 70 to NC 100 connector
13 NAME OF WATERBODY IF KNOWN if applicable)
Michael Branch
15 LOCATION OF PROJECT
Alamance NC
COUNTY STATE
14 PROJECT STREET ADDRESS (ft ppl cabl )
16 OTHER LOCATION DESCRIPTIONS IF KNOWN (see nstr ctions) Section Township Range LattLon and /o Access rs s Pa el N mber for example
Connect and upgrade Cook Road (SR 1311) from US 70 to NC 100
17 DIRECTIONS TO THE SITE
Beginning of project (southern end) is about '/z mile east of Alamance /Guilford boundary on US 70 Project extends northward to intersect and
travel along Cook Road until Cook Road veers left at which pouit the new location extends due north to NC 100
ENG FORM 4345 Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW OR)

18 Nature of Activity (Descr pt o of protect ncl de u f t s)
Transportation Improvement Project to upgrade Cook Road and provide northern and southern connectors on new location from US 70
to NC 100
19 Project Purpose (Descr be the eason o p rp f th p sect see str ct o )
Public transportation
USE BLOCKS 20 22 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED
20 Reason(s) for Discharge
A portion of Michael Branch will be underneath the fill slope of the proposed highway A portion of wetland will be filled when Michael
Branch is relocated and bridge causeways are constructed
21 Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Road fill
22 Surface Area In Acres of Wetlands or Other Waters Filled (see nstruct ons)
0 8 acres riverme wetlands
790 Imear feet of Michael Branch (0 1 acres)
23 Is Any Portion of the Work Already Complete? Yes _ No X IF YES DESCRIBE THE COMPLETED WORK
24 Addresses of Adjoining Property Owners Lessees Etc Whose Property Adjoins the Waterbody (if mo a than can be a to ed here please attach a s ppi m ntal i t)
NCDOT
25 List of Other Certifications or Approvals /Denials Received from other Federal State or Local Agencies for Work Described in This Application
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
none
Would include but is not restricted to zoning building and flood plain permits
26 Application is hereby made for a permit or permits to authorize the work described In this application I certify that the information in this application is
complete and accurate I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent
of the applicant
SIGNATURE OF APKICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or It may be signed by a duly authorized
agent if the statement in block 11 has been filled out and signed
18 U S C Section 1001 provides that Whoever in any manner within the jurisdiction of any department or agency of the United States knowingly
and willfully falsifies conceals or covers up any trick scheme or disguises a material fact or makes any false fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false fictitious or fraudulent statements or entry shall
be fined not more than $10 000 or imprisoned not more than five years or both
ENG FORM 4345 Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent CECW OR)

OF w A rF9 Michael F Easley Governor
0(� William G Ross Jr Secretary
y North Carolina Department of Environment and Natural Resources
j r
Gregory J Thorpe Ph D
O Acting Director
Division of Water Quality
V OW
i
May 9 2002
Mr Phil Harris
NCDOT - P D and E A Branch
1548 Mail Service Center
Raleigh North Carolina 27699 -1548
Dear Mr Hams
Subject Project Cook Road
County Alamance
TIP # U -3110 A and B
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program ( NCWRP) will accept payment for wetland impacts associated with
the subject project Please note that the decision by the NCWRP to accept the mitigation
requirements of this project does not assure that this payment will be approved by the U S
Army Corps of Engineers and the N C Division of Water Quality Wetlands /401 Unit It is
the responsibility of the applicant to contact these agencies to determine if payment to the
NCWRP for impacts associated with this project is appropriate
Based on the information supplied by you in a letter dated April 17 2002 the
wetland restoration that is necessary to satisfy the compensatory mitigation requirements
for this project is summarized in the following table The maximum amount of mitigation
that the NCWRP will accent for this nroiect is also indicated in this tahle
The wetland mitigation will be provided as specified in the 401 Water Quality
Certification and/or Section 404 Permit for impacts associated with the subject project in
Cataloging Unit 03030002 of the Cape Fear River Basin The mitigation will be
performed in accordance with the Memorandum of Understanding between the N C
Department of Environment and Natural Resources and the U S Army Corps of Engineers
dated November 4, 1998
If you have any questions or need additional information please contact Crystal
Braswell at (919) 733 -5208
�,erely
Ronald E F rrell
Program Manager
cc Rob Ridings Wetlands /401 Unit
Eric Alsmeyer USACOE
John Hennessy RRO
Wetlands Restoration Program 1619 Mail Service Center Raleigh NC 27699 1619 [phone] Customer Service
320 West Jones Street Raleigh NC 27603 Fax [phone] 623 7748 ROME
Non Riparian Wetlands
(acres)
Riparian Wetlands
(acres)
Stream
(linear feet)
Impact
08
Mitigation Max
160
The wetland mitigation will be provided as specified in the 401 Water Quality
Certification and/or Section 404 Permit for impacts associated with the subject project in
Cataloging Unit 03030002 of the Cape Fear River Basin The mitigation will be
performed in accordance with the Memorandum of Understanding between the N C
Department of Environment and Natural Resources and the U S Army Corps of Engineers
dated November 4, 1998
If you have any questions or need additional information please contact Crystal
Braswell at (919) 733 -5208
�,erely
Ronald E F rrell
Program Manager
cc Rob Ridings Wetlands /401 Unit
Eric Alsmeyer USACOE
John Hennessy RRO
Wetlands Restoration Program 1619 Mail Service Center Raleigh NC 27699 1619 [phone] Customer Service
320 West Jones Street Raleigh NC 27603 Fax [phone] 623 7748 ROME