20081293 Ver 1_Application_20080822

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STATE OF NORTH CAROLIN~!~~°t~~~~
DEPARTN~NT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Ashville, NC 28801-5006.
Attn: Mr. Steve Lund
NCDOT Coordinator
Subject: Application for Individual Section 404 and 401 Permits for the
extension of SR 1223 (M. L. King, Jr. Boulevard) from NC 200 (Lancaster
Avenue) to SR 1162 (Goldmine Road) in Union County. Federal-Aid
Project STP-1223(1), State Project 8.2692501, WBS Element 34938.1.2,
TIP Project U-3412A, Division 10.
Debit Workorder 34938.1.2 $570.00
Dear Sir:
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the Federal Highway Administration (FHWA), proposes to extend SR
1223 (M. L. King, Jr. Boulevard) on new location from NC 200 (Lancaster Avenue) to
SR 1162 (Goldmine Road) in Union County. The total project length is approximately
three miles. Atwo-lane roadway on multi-lane right of way is proposed. NCDOT is in
the process of acquiring a 200-foot right of way corridor for this facility. Partial control
of access (one access per parcel) is proposed for the project.
August 21, 2008
LYNDO TIPPETT
SECRETARY
081293
The purpose of this letter is to request approval for the Section 404 Individual Permit and
a Section 401 Water Quality Certification. In addition to the cover letter and ENG Form
4345, this application package includes the following for U-3412A: permit drawings (half
size); full set of roadway plans (half size); Merger 4A, 4B, and 4C meeting minutes;
USFWS concurrence letter; and, a copy of the NC Department of Environment and
Natural Resources, Ecosystem Enhancement Program's (EEP) acceptance letter for
compensatory mitigation credit.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT,STATE.NC.US
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD., SUITE 244
RALEIGH NC 27604

1.0 Purpose and Need
The purpose of the proposed project is to reduce through and truck traffic and improve
safety in the downtown area of Monroe, and facilitate travel on the west side of Monroe.
2.0 Project Description
The proposed project will extend M.L. King, Jr. Boulevard on new location from
Lancaster Avenue to Goldmine Road. Five alternatives were developed for this
extension. Two of these were studied in detail (refer to the Environmental Assessment,
completed in 2005). Of these two detail study alternatives, Alternative 1 was chosen as
the Preferred Alternative and will be implemented as a result of the proposed action.
Alternative 1 begins at the NC 200/ SR 1158 (Corinth Church Road) intersection and
runs concurrently with SR 1158. The roadway continues northeast and will run
concurrently north and northeast with a road constructed from NC 75 to Walter Bickett
Elementary School. North of NC 75 (Waxhaw Highway), the proposed road continues
on new location, crossing the CSX rail line and NC 84 (Weddington Road). The new
roadway will continue northeast and follow the existing Union Academy School access
road. The proposed route continues northeast on new location and ends at the SR 1162/
SR 1223 intersection. The length of the proposed project is approximately three miles.
3.0 Summary of Impacts
Proposed impacts to jurisdictional areas total 2.04 acres of permanent wetland impacts
and 1,292 feet of permanent stream impacts. Table 1 summarizes the proposed permanent
and temporary impacts associated with this project.
Table 1. Summary of Wetland and Stream Impacts for U-3412A
Permanent Wetland Temporary Wetland

S
ti acres
(
(acres) Permanent Temporary
ec
on Stream Stream
Riparian ivari Riparian ivo
n (feet) (feet)
R
an R
ar
ian
A 1.48 0.56 N/A N/A 1,292 79
Total 2.04 N/A 1,292 79
4.0 Summary of Mitigation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the
greatest extent possible. NCDOT proposes to utilize the EEP to mitigate for wetland and
stream impacts. A copy of the EEP acceptance letter is attached with this permit
application.
2

5.0 Project Schedule
The contract let date for this design/ build project was December 6, 2007. Construction
has already been initiated with regard to utility relocations and other miscellaneous
actions not effecting jurisdictional resources. Final permit drawings denoting impacts are
included with this application. NCDOT understands that no construction will occur
within any jurisdictional areas until final impacts have been approved by the regulatory
agencies.
6.0 NEPA Document Status
The FHWA and NCDOT completed the Environmental Assessment (EA) on January 31,
2005, in compliance with the National Environmental Policy Act (NEPA) guidelines. The
EA explains the purpose and need for the project, provides a description of the
alternatives considered and characterizes the social, economic and environmental effects.
The EA was approved and circulated to federal, state and local agencies. On August 17,
2006, a Finding of No Significant Impact (FONSI) was completed. Copies of the project
documents have been provided to regulatory review agencies involved in the approval
process. Additional copies will be provided upon request.
In compliance with the NEPA/404 Merger Process, Concurrence Points 4A, 4B, and 4C
were reached on September 20, 2006, April 22, 2008, and July 23, 2008, respectively.
Copies of the meeting minutes are attached with this permit application.
6.1 Independent Utility
U-3412A is in compliance with 23 CFR 771.111(f) which lists the FHWA characteristics
of the independent utility of a project. The project meets the criteria for independent
utility as noted below:
• The project has logical termini and independent utility and is of sufficient
length to address environmental matters on a broad scope;
• The project is usable and a reasonable expenditure of funds, even if no
additional transportation improvements are made in the area; and
• The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
7.0 Resource Status
This project is located in the Yadkin-Pee Dee River Basin and lies within US Geological
Survey (USGS) Hydrologic Unit 03040105. This is within the southern Piedmont
physiographic province. Drainages within the project area are all part of the Richardson
Creek watershed. The project crosses three unnamed tributaries to Beaverdam Creek
(NCDWQ Stream Index Number 13-17-36-3, Class WS-IV), three unnamed tributaries to
Bearskin Creek, Bearskin Creek (NCDWQ Stream Index Number 13-17-36-6, Class C),
and two segments of Dry Fork Creek (NCDWQ Stream Index Number 13-17-36-6-3,
Class C).
3

7.1 Wetland and Stream Delineations
Jurisdictional wetlands and surface waters within the study area were field-delineated in
December 2003 and were verified by Mr. Steve Lund, US Army Corps of Engineers
(USAGE), Asheville Regulatory District, on January 14, 2004. The wetlands within the
study area were delineated based on the 1987 Corps of Engineers Wetland Delineation
Manual while the streams were delineated using a combination of USAGE and NCDWQ
guidelines. Preliminary designs were prepared to avoid and minimize wetlands and
streams to the maximum extent possible. Data collected for these delineations were
derived from a number of sources including USGS 7.5-minute topographic quadrangle
maps, National Wetland Inventory (NWI) maps, soil survey maps for Union County (US
Department of Agriculture [USDA], 1996), aerial photography, and site reconnaissance.
Additional information pertaining to jurisdictional wetlands and streams present within
the study area is presented in the 2005 EA completed by NCDOT.
7.2 Characterization of Jurisdictional Sites
7.2.1 Wetlands
Three wetland types were identified within the study area: palustrine forested, palustrine
scrub/shrub and palustrine emergent. Palustrine systems, as defined in Cowardin et al.,
include all non-tidal wetlands dominated by trees, shrubs, persistent emergents, emergent
mosses and all such wetlands occurring in tidal areas with low salinity. More detailed
information about these wetlands is presented in the EA, which includes figures denoting
the wetlands within the project area.
7.2.2 Streams
Best usage classifications, assigned by the NCDWQ, are presented for each jurisdictional
stream. These classifications are presented in the EA. No waters classified as High
Quality Waters (HQW), Outstanding Resource Waters (ORW), WS-I, or WS-II occur
within the one mile of the study area. None of the streams are designated as a North
Carolina Natural or Scenic River, or as a National Wild and Scenic River. In addition,
neither Bearskin Creek, Dry Fork, nor any of the unnamed tributaries within the study
area have been listed as impaired waters according to the 303(d) list.
7.3 Impacts to Jurisdictional Resources
Permit drawings denoting both permanent and temporary impacts for this project are
included with this application. NCDOT has applied all prudent avoidance and
minimization measures during the design process. The impacts denoted in Table 2 and
Table 3 will occur as a result of project implementation.
4

Table 2. Impacts to Wetlands for U-3412A
P
it Name Permanent Im acts
erm
Drawin
Site Number Assigned
During 2003
Delineation T e
yp Permanent Fill
in Wetlands
(acres Mechanized
Clearing in
Wetlands acres)
2 W6 Ri arian 0.03 <0.01
4 W9 Riparian <0.01 0.19
5 W 12 Ri arian - 0.03
6 W17 Ri arian 0.55 0.03
7 W31 Ri arian 0.05 0.01
8 W36 Ri arian 0.35 0.14
9 W36 Ri arian 0.02 0.06
11 W27 & W28 Non-Riparian 0.55 <0.01
Totals 1.56 0.48
Proposed permanent impacts include fill, excavation, and mechanized clearing in
wetlands. Of these impacts, 1.48 acres are to riparian wetlands and 0.56 acres are to non-
riparian wetlands. The total permanent impacts for U-3412A are 2.04 acres. There are
proposed utility impacts associated with this project at Site 7.
Table 3. Impact to Surface Waters for i1-3412A
Permit Name Pro osed Im acts
Drawing Assigned Permanent Temporary
Site During Stream Name Class.* Channel Channel
Number 2003 Impacts Impacts (ft.)
Delineation (ft.
1 S1 UT to Beaverdam I 335 -
Creek
2 S2c UT to Beaverdam I 250 -
Creek
3 S3 UT to Beaverdam I 186 -
Creek
4 S4 UT to Bearskin P 22 39
Creek
5 SSa & SSb UT to Bearskin I 59 -
Creek
8 S 14 D Fork Creek P 245 -
9 S 14 Dry Fork Creek P 157 40
10 S11 UT to Bearskin I 38 -
Creek
Totals 1,292 79
T ~iassincanon: Yerenmal (Y) or lntermittent (1).
5

Site 1: There will be 335 linear feet of permanent impacts to the intermittent UT to
Beaverdam Creek at this location due to roadway fill. A 54-inch RCP will be installed to
convey the stream and will be buried 1-foot and riprap will be placed on the banks only at
the outlet of the pipe.
Site 2: There will be 250 linear feet of permanent stream impacts to the intermittent UT
to Beaverdam Creek at this location due to roadway fill. A 48-inch RCP will be installed
to convey the stream and will be buried 20 percent and riprap will be placed on the banks
only at the outlet of the pipe. Also, a small pond will be drained left of station 34+50 -L-.
A wetland area will also be filled in this area (0.03 acre <0.01 acre of mechanized
clearing).
Site 3: There will be 186 linear feet of permanent stream impacts to the intermittent UT
to Beaverdam Creek at this location due to roadway fill. A 36-inch RCP will be installed
to convey the stream and will be buried 20 percent and riprap will be placed on the banks
only at the outlet of the pipe.
Site 4: There will be 22 feet of permanent stream impacts and 0.01 acre of temporary
stream impacts to the perennial UT to Bearskin Creek. The permanent impacts are
necessary to extend the existing 2 at 72-inch RCP's due to roadway fill. Fifteen feet of
temporary stream impacts are due to utility relocations in the proposed utility easement.
Also, permanent fill in wetlands (<0.01 acre) and mechanized clearing (0.19 acre) occur
at this site.
Site 5: There will be 59 feet of permanent stream impacts to the intermittent UT to
Bearskin Creek. The existing 54-inch RCP will be retained and extended. Riprap will be
placed on the banks only. Mechanized clearing of wetlands (0.03 acre) will occur right
of station 74+75 -L-.
Site 6: There will be 0.55 acre of fill in wetlands and 0.03 acre of mechanized clearing in
wetlands due to roadway fill. A 30-inch RCP will be installed to convey storm water
under the roadway.
Site 7: There will be fill in wetlands (0.05 acre) and mechanized clearing (0.01 acre) at
this site due to roadway fill. The proposed bridge will span the perennial Bearskin Creek
with no bents located in the stream. An existing pipe is located in the stream and will be
removed upon completion of bridge construction. The pipe removal will daylight 23 feet
of stream.
Site 8: There will be 245 linear feet of permanent stream impacts to the perennial Dry
Fork Creek. A triple barrel 12-foot wide by 9-foot high concrete box culvert will be
installed. The culvert will have sills on the outside barrels and the channel will be
benched at both the inlet and outlet. Also, there will be fill in wetlands (0.35 acre) and
mechanized clearing (0.14 acre) at this site.
Site 9: There will be 147 linear feet of permanent stream impacts and 0.01 acre of
temporary stream impacts to the perennial Dry Fork Creek. The existing bridge will be
removed and a triple barrel 12-foot wide by 9-foot high concrete box culvert will be
6

installed. The culvert will have sills on the outside barrels and the channel will be
benched at both the inlet and outlet. Also, there will be fill in wetlands (0.02 acre) and
mechanized clearing (0.06 acre) at this site.
Site 10: There will be 38 linear feet of permanent stream impacts to the intermittent
Bearskin Creek. A 42-inch RCP will be installed to replace the existing 24-inch pipe.
Site 11: There will be 0.55 acre of fill in wetlands due to removal of a portion of existing
dam that is within the proposed right-of--way. Also at this site, there will mechanized
clearing (<0.01 acre) right of 134+50 -L- due to construction.
8.0 Protected Species
Plants and animals with federal classifications of Endangered (E), Threatened (T),
Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions
of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. The US
Fish and Wildlife Service (USFWS, 2008) lists two (2) federally protected species for
Union County as of the January 31, 2008 listing (Table 4).
Table 4. Federally Protected Species in iTni~n C'.nunty
Common Name Scientific Name Federal Habitat Biological
Status Present Conclusion
May Affect,
Carolina heelsplitter Lasmigona decorata E Yes Not Likely to
Adversely
Affect
Michaux's sumac Rhus michauxii E Yes No Effect
Schweinitz's sunflower Helianthus schweinitzii E Yes No Effect
The Carolina heelsplitter is a freshwater mussel known to occur in the Yadkin Pee Dee
River Basin and has been documented as occurring in Goose Creek in Union County.
Potentially suitable habitat exists along Bearskin Creek and other perennial streams
within the project area. Surveys were performed for the Carolina heelsplitter in August
2002 and July 2004. No individuals were observed within project study area streams.
Project construction is "not likely to adversely affect" the Carolina heelsplitter. The
USFWS concurred with the biological conclusion of "May Affect -Not Likely to
Adversely Affect" for the Carolina heelsplitter in a letter dated February 3, 2005 (see
attached USFWS concurrence letter). USFWS stated that no further mussel surveys
would be required.
Potentially suitable habitat for Michaux's sumac, a vascular plant, is present within the
study area. The project area was surveyed for Michaux's sumac on May 18, 2006. Each
community type was surveyed as suitable habitat criterion was encountered. No
Michaux's sumac plants were encountered during the survey. According to the NC
Natural Heritage Program (NCNHP), there is one historical occurrence of the species
within two miles of the project. Michaux's sumac, however, has not been observed in this
location since its discovery by Michaux in 1794. This project will have "No Effect" on
Michaux's sumac.
7

Potentially suitable habitat for Schweinitz's sunflower, a vascular plant, is present within
the project study area. Suitable habitat, consisting of roadsides, powerline rights-of--way,
and field edges was surveyed for Schweinitz's sunflower in September 2003. No
specimens of Schweinitz's sunflower were observed within the project study area.
Additionally, the NC Natural Heritage Program (NCNHP) database does not provide any
records of known occurrences of Schweinitz's sunflower within one mile of the project
study area. The proposed project is anticipated to have "No Effect" on Schweinitz's
sunflower.
The surveys for both Michaux's sumac and Schweinitz's sunflower were updated
September 17, 2008.
Additional information pertaining to each of the species mentioned above is presented in
the EA and FONSI.
9.0 Cultural Resources
The potential effect of the proposed M.L. King, Jr. extension on cultural resources in the
project area was evaluated in accordance with Section 106 of the National Historic
Preservation Act of 1966, as amended. As described the Project Commitments section of
the FONSI, NCDOT will coordinate with the owner of the National Register eligible
Robert Ney McNeely house regarding installation of a landscape screen along the eastern
property line. This landscape screen is to serve as a dense visual barrier between the
National Register eligible property and the proposed extension of the roadway. No other
cultural resource areas will be impacted as a result of the proposed action.
10.0 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. NCDOT has submitted two Conditional Letters of
Map Revision (CLOMR) for FEMA review. Pending project completion, NCDOT will
provide Letters of Map Revision (LOMR) for the two sites.
11.0 Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation
of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken
during the planning and NEPA compliance stages; minimization measures were
incorporated as part of the project design.
11.1 Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the corridor
for the M.L. King, Jr. Extension. Using these surveyed features, preliminary designs were
adjusted to avoid and/or minimize impacts to jurisdictional areas. NCDOT employs many

strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. Many
of the strategies have been incorporated into Best Management Practices (BMP)
documents that have been reviewed and approved by the resource agencies and which
will be followed throughout construction. All wetland areas not affected by the project
will be protected from unnecessary encroachment. Examples of individual avoidance and
minimization items are as follows:
• No staging of construction equipment or storage of construction supplies will
be allowed in wetlands or near surface waters.
• The project was designed to avoid and minimize disturbance to aquatic life
movements.
• NCDOT will minimize long-term water quality impacts through the use of the
most recent Best Management Practices for Protection of Surface Waters, as
identified in the Federal Aid Highway Program (FHPM) and the NC
Administrative Code, Chapter 4.
• NCDOT and its contractors will not excavate, fill, or perform land clearing
activities within Waters of the U.S. or any areas under the jurisdiction of the
USAGE, except as authorized by the USAGE. To ensure that all borrow and
waste activities occur on high ground, except as authorized by permit, the
NCDOT shall require its contractors to identify all areas to be used to borrow
material, or to dispose of dredged, fill, or waste material. Documentation of
the location and characteristics of all borrow and disposal sites associated with
the project will be available to the USAGE on request.
• Crossings of jurisdictional areas were angled to cross as perpendicular as
possible to minimize impacts.
• Using maximum slopes (2:1) throughout stream and wetland areas, as
applicable.
• Bridging Bearskin Creek in its entirety. No deck drains will be used on the
bridge.
• Drainage pipes in jurisdictional streams will be buried 20 percent up to 1-foot
where possible.
• The headwalls on the 2 at 72-inch RCP's at Site 4 will be extended vertically
to minimize the pipe length.
• Preformed scour holes have been specified through out the project as specified
locations to provide diffuse flow.
• The culverts located on Dry Fork Creek (Sites 8 and 9) will be buried one foot
and sills will be placed in the outer barrels. The inlet and outlet channels will
be benched to direct low flow through the center barrel.
• Riprap will be placed on the banks only at jurisdiction streams.
• The existing pipe located in Bearskin Creek will be removed and 23 feet of
stream daylighted.
Additional avoidance and minimization items are presented in the Concurrence Point 4B
and 4C Meeting Minutes, included with this application.
9

11.2 Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the
greatest extent practicable as described above. The unavoidable impacts to 2.04 acres of
jurisdictional wetlands and 1,292 feet of jurisdictional stream channel will be offset by
compensatory mitigation provided by EEP. A copy of the EEP acceptance letter is
included with this application. Onsite mitigation for the impacts was evaluated, but was
not practical. This information is included in the attached Concurrence Point 4B and 4C
Meeting Minutes.
12.0 Indirect and Cumulative Effects
An Indirect and Cumulative Effect study for this project has been completed and the
report was distributed to the appropriate agencies. Copies of this report are available
upon request. .
13.0 Regulatory Approvals
Application is hereby made for a USACE Individual Section 404 Permit, as required for
the above-described activities.
NCDOT also requests a Section 401 Water Quality Certification from the NCDWQ. In
compliance with Section 143-215.3D(e) of the NCAC, NCDOT will provide $570.00 to
act as payment for processing the Section 401 permit application previously noted in this
application (see Subject Line). NCDOT is providing five (5) copies of this application to
the NCDWQ, for their approval.
A copy of this permit application will be posted on the NCDOT website at:
http•//www ncdot or /g_doh/preconstruct/pe/neulpermit.html
10

If you have any questions or need additional information, please contact Brett Feulner at
[phone] or bmfeulner(c~ncdot.g~ov.
Sincerely
~,
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA Branch
cc list:
W/attachment
Mr. Brian Wrenn, NCDWQ (5 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Ms. Kathy Matthews, USEPA
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. Barry Moose, P.E., Division Engineer
Mr. Larry Thompson, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Drew Joyner, P.E., Human Environment Unit Head
Mr. Clarence W. Coleman, P.E., FHWA
Ms. Kim Gillespie, NCDOT-PDEA
Mr. Brett Fuelner, NCDOT-NEU
Mr. Tim Marsh, Blythe Construction
Mr. Matt Adams, Blythe Construction
11

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PROGRAM
August 8, 2008
Mr. (:ircgory J. Thorpe, Ph_T)_
Rnvirotuncntal Man~t,gcme;nt Director
Project Development and L;nvironmental Analysis Branch
North Carolina Department of. Transportation
1548 Mail Service Center'
ltalcigh, North Carolina 27699-1.54R
near llr. 'Thorpe:
Subject: EEP Mitigal'ion Acceptance T.etter:
U-3412, MLK Road Extension, Union t'ouuty
The purpose of this letter is to notify you that the F.a~system F'~~tiancetncnt 1'rogratn
(EF..P) will provide the streatn, riparian, and non-riparian miii~ation fvr the subject project.
Based on the inft>rnlatic~n tiuhplied by yc.~u on July 30, 2UU8, the impacts are located in (.a,J
03040105 of the Yadkia River Basin in the Southern Piedmont (ti.l?) Lco-Region, ~~rtd arc
as follows:
Stream. Impact: 1,292 feet warm
Ripat~an Wetland Impact: 1.48 acres
Non-riparian Wetland Tmpactti: 0.56 acre
`l his mitigation acceptance letter replaces the mitigation acceptance letter
issued un May 29, 2007. This project is included in the NC:llU'1''s llesign Build I'rogr~un.
EEP commits to implc,mentin~ tiul'fic;ient compensatory stream, riparian, and non-riparian
wetland mitigation to offset the impacts associated with this project by the end of the MUn
Year in which this project is permitted, ui accordance with Section X cif the Amendment
No. 2 to the Memorandum o1'Agreement between the North Carolina llcparttncnt of
Cnvirotuncnt and Natural Resources, the North Carolina Department of'1'rat~sportation,
and the Y.1. S. Army Corps of Engineers, fully executed on March R, 2007. T f the abcwe
referenced impact amounts are .revised, then this mitigation acccpt~tnce; letter will no longer
be valid quid a new mili~alion ~~cceptance letter will be required from EEY.
IZe..stnr~~~l~i... ,~st.1~z.~-tc~~~t~~.... 1'~-nt~~c~~i~~~~ eft-,~- _sz~-~.~L L ~~~
~. rICDENR
North Carolina Ecosystem Enhancement Program, Ib52 Mail Service Center, Raleigh, NC 17649-Ib51 / 919.115-0476 / wwvcnceep.net

If you have arty questions c,r need additional infcfrmation, please contact Ms. -3eth
Hamlon At 919-7I5-1929.
Sincerely,
~~
William 17. Gilmore;, P.E.
EEP Direc;lc~r
cc: Mr. Steve T,u~xci, CJSACE-Asheville
Mr. Brian Wrenn, llivision of Water, Quality, Wctlands/4p1 Unit
1~ ile: U-3112 Revised

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turisdiction over the location of the proposed activity.
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One set of original drowings or good reproducible copies which show the location and character of cha proposed activity must be attached to this
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rITE.MS 1 THRU 4 TO BE FILLED BY THE COHPSt
I ARPLICATiON NO
.. FIELD OFf=ICE CODE 13. DATE RECEIVED ~ 4. DATE 4?PLiCATiOIJ COlJ1PLETED
~IlEMS BE!_OW FO BE FlCLEL) BY APPClC.4NT~
•r~~PPLft raw f 'L ~r A c ~ 8 AL1TFiURIZED AGENT'S NAME .GNG i ITLE 21.x: < ,~ ~~ ~.e
Tt?r' LJ. T.c~itfT.~~-~tlZf, i i'~cI3~~i01: ciL 1~~'r1 - ~'
' APF'LICANi'S ADDRESS 9. AGENT'S ADDRESS
APPLICANT'S PHONE NOS VJIAREP. f;ODE
a :residence ~ a. riecrc,enr.e
L"J~AREA CO
U. 5u~rnec~ (`~ 1'~ ~ ~ .: j - 1 ~ i ~. ( b. Business
t t STATEMENT Of AUTHORIZATION
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APPL1(:AN1':; SICiNAI URE DATE
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sutharzed acent r thv' statement inttlacl. 1 i i-Fas Lieen fiHe~+ cut and signed.
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LJl~ited St~~es I3e~a~tl~lerlt ~~ tale Interi®r
FISH AND WILDLIFE SERVICE
Asheville Pield Office
160 Zillicaa Street
Asheville; North Carolina 28801
February 3, 2005
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
~~
~~~~~~
C~UJ
:e
~~
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Subject: Endangered Species Concurrence for the Proposed Extension of SR 1233 (Dickerson
Boulevard) from NC 204 (Lancaster Avenue) to SR 1162 (Goldmine Road), Union
County, North Carolina (TIP No..U-3412 A&B)
As requested by the North Carolina Department of Transportation (NCDOT), we have reviewed
the natural resources information and biological conclusions for federally protected species for
the subject project. We provide the following comments in accordance with the provisions of
section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
The NCDOT~proposes to extend Dickerson Boulevard approximately 3 miles on new location
from SR 1223 ~to SR 1162. The proposed project will cross three streams, including Dry Fork
Creek, Bearskin Creek, and an unnamed tributary to Bearskin Creek. According to the
information provided, the creeks in the project area are impacted by beaver impoundments, and
the only suitable habitat for mussels occu*s in Bearskin Creek. Bearskin Creek was surveyed,
and three native freshwater mussel species were found. Four eastern eiliptioes (Elliptio
complenata), one floater (Pyganadon sp.), and one eastern creekshell (Villosa delumbis) were
found in over five person-hours of survey time: No individuals or shells of the federally
endangered Carolina heelsplitter (Lasmigona decorata) were found. -Given the information
provided, we concur with your conclusion that implementation of this project is "not likely to
adversely affect" the Carolina heelsplitter in the project area. We believe the requirements under
section 7(c) of the Act are fulfilled regarding listed species for the subject project. However,
obligations under section 7 of the Act must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered, (2) this action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed or critical habitat is determined that may
be affected by the identified action.

Abridge is the structure being proposed to cross Bearskin Creek. As the project proceeds, we
would recommend that native freshwater mussels in the direct footprint of the bridge
construction be moved to a suitable location to protect them from construction activities. We
will continue to provide input regarding avoidance and minimization as a member of the Merger
Team.
_ - If you have questions about these comments, please contact Ms. Marella Buncick of our staff at
828/258-3939, Ext. 237. In any future correspondence concerning this project, please reference
our Log No. 4-2-01-317.
Sincerely,
~~~~
Brian P. Cole
Field Supervisor
cc:
Mr. Chris Militscher, U.S. Environmental Protection Agency, Terry Sanford Federal Courthouse,
310 New Bern Avenue, Room 206, Raleigh, NC 27601
Mr. Brian Wrenn, North Carolina Department of Environment and Natural Resources, Division
of Water Quality, Wetlands Section, 1621 Mail Service Center, Raleigh, NC 27699-1621
' Ms. Marla J. Chambers, Highway Projects Coordinator, North Carolina Wildlife Resources
Commission, 12275 Swift Road, Oakboro, NC 28129

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STATE OF NORTH CAROLINA ~
DEPARTZVIENT OF TRANSPORTATION --- ~ , ,..
MICHAEL F. EASLEY ,~.:.:;~k~,_k~." L`~NDO TIPPETT
GOVERNOR SECRETARY
September 20, 2006
MEMORANDUM TO: Merger Team Members
FROM: Kim L. Gillespie, PE
Project Development Engineer
Project Development and Environmental Analysis Branch
SUBJECT: Extension of M. L. King, Jr. Boulevard from NC 200 (Lancaster
Avenue) to SR 1162 (Goldmine Road), Union County, NCDOT
Division 10, Federal-Aid Project STP-1223(1),.
State Project 8.2692501, TIP Project U-3412 A&B
A concurrence meeting for the subject project was held on July 25, 2006. The objective
of the meeting was to review the preliminary design for the least environmentally damaging
practicable alternative (LEDPA) and discuss avoidance and minimization issues (Concurrence
Point 4A).
The following people attended the meeting:
Steve Lund
Ron Lucas
Chris Militscher
Polly Lespinasse
Marla Chambers
Marella Buncick
Sarah McBride
Jim Loyd
Stuart Basham
Paul Fisher
Randy Henegar
Mark Staley
Jimmy Goodnight
Steve Kendall
Freddy Tuck
Sonya Stafford
Leilani Paugh
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1546 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
US Army Corps of Engineers, Asheville
Federal Highway Administration
US Environmental Protection Agency
NC Division of Water Quality
NC Wildlife Resources Commission
US Fish and Wildlife Service
State Historic Preservation Office
City of Monroe
Mecklenburg-Union MPO
Hydraulics Unit/NCDOT Hwy. Des. Branch
Hydraulics Unit/NCDOT Hwy. Des. Branch
NCDOT Roadside Environmental Unit
Roadway Design/NCDOT Hwy. Des. Branch
Roadway Design/NCDOT Hwy. Des. Branch
Roadway Design/NCDOT Hwy. Des. Branch
NCDOT Training and Development
NCDOT PDEA-Natural Environment Unit
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

U-3412A&B July 25, 2006 Merger Team Meeting
Page 2 of 5
Carla Dagnino
Andy Hussey
Olivia Farr
Jay McInnis
Kim L. Gillespie
Merger Status
NCDOT PDEA-Natural Environment Unit
NCDOT, Project Dvpt. and Env. Analysis Branch
NCDOT, Project Dvpt. and Env. Analysis Branch
NCDOT, Project Dvpt. and Env. Analysis Branch
NCDOT, Project Dvpt. and Env. Analysis Branch
Alternative 1 was selected as the Least Environmentally Damaging Practicable
Alternative (LEDPA) at the last merger team meeting on December 8, 2005.
Project Discussion
The merger team discussed the project description and schedule, along with avoidance,
minimization, and mitigation issues.
Avoidance Discussion
Kim Gillespie stated the preliminary project design was developed to avoid as many
wetland sites and streams as possible. However, the number and location of the wetlands and
streams made total avoidance impossible. A handout table compared the number of wetlands
and streams impacted to the total number of wetlands and streams within the corridor. Only
eighteen percent of the wetlands within the corridor were affected, and only 19% of the streams
were affected.
Minimization Discussion
Ms. Gillespie discussed the minimization steps already proposed for this project:
The maximum slope (2 to 1) will be used through wetland areas.
Bridging S 13B (Bearskin Creek)
The Merger Team concurred with both steps, but Marla Chambers suggested the maximum
slope also be used at streams. The Team agreed the maximum slope should be used for both
wetland and stream areas.
Mitigation Discussion
Ms. Gillespie continued the ineeting by stating that NCDOT will use on-site mitigation as
much as possible for this project. She called on Leilani Paugh of the NCDOT On-Site
Mitigation group to discuss areas which could potentially be used for mitigation. Ms. Paugh
iterated that restoring Pond P3 could help offset impacts to Wetland W29. P3 has 0.88 acres,

U-3412A&B July 25, 2006 Merger Team Meeting
Page 3 of 5
and W29 has 2.21 acres. She continued that P3 is an old pond with siltation beginning to build
up, and that its surrounding area could be restored as well to further preserve W29. Ms.
Chambers stated a suggestion to restore another pond near the old Alternative 5 was made in
past meetings, and she wondered if we could restore that pond as a part of preserving W29.
She stated she and Ms. Paugh could discuss this particular pond restoration at another time.
Ms. Paugh agreed to discuss this issue in the. future.
Ms. Paugh said it would likely cost $15,000-$20,000 per acre to purchase the property to
restore pond P3. Ms. Paugh stated better ratios would be needed to justify the expense of this
preservation. Ms. Chambers supported discussing ratios. Ms. Paugh concluded that agreement
was needed from the agencies on the ratios before right of way began (Ms. Gillespie stated it
began in 2007}, so this property can be shown on the right of way plans.
Ms. Gillespie informed the group the Ecosystem Enhancement Program (EEP) will
provide mitigation beyond what can be provided on-site.
Sarah McBride asked about landscaping plans at the McNeely House. Jay McInnis stated
landscaping is still proposed, but an easement is needed before landscaping can begin.
Special Issues
Ms. Gillespie continued the meeting by discussing each map page in the meeting packet
to determine if the avoidance/minimization mitigation steps taken for each wetland and/or
stream are adequate.
Stream S2c
Ms. Chambers asked if it was possible to cross the stream closer to perpendicular to
reduce the impacts. Randy Henegar responded that this could be discussed at the Concurrence
Point 4B meeting. '
Wetland W9
Polly Lespinasse asked for the rating for W9. Jay McInnis stated that this wetland was a
sediment pond and did not have a wetland rating. Mr. Lund confirmed this wetland was a
drained pond.
Wetland W17
Ms. Chambers asked for an update on W 17. Ms. Gillespie stated that a church bought
property within the corridor between NC 84 and the CSX RR line. Church representatives
asked NCDOT to shift the project alignment further east to reduce encroachment on their
property. At first, it appeared shifting the project further east would encroach on W 17 an

U-3412A&B July 25, 2006 Merger Team Meeting
Page 4 of 5
additional 0.2 acres. It was determined, however, that changing the design would not increase
the impacts to W 17. Steve Kendall showed the design at W 17 to the team. Ms. Chambers and
Ms. McBride asked if this new alignment would impact the church. Mr. Kendall and Mr.
McInnis explained a church is planned for the property, but it has not been built yet.
Wetland W21
Jimmy Goodnight stated that the new alignment between NC 84 and the CSX RR line
will miss W21 entirely.
Stream S14
Ms. Chambers asked if we could bridge this stream and the wetlands surrounding it since
half of the wetlands will be removed with`the project. She also asked if any floodplain studies
had been done on this area. Mr. Henegar said there was a detailed study on Bearskin Creek,
but no other studies had been conducted. Mr. McInnis reminded the group that at Concurrence
Point 2A the team concurred on not bridging S 14.
Mr. Goodnight discussed widening Gold Mine Road (SR 1162) and replacing Bridge
#244 over Dry Fork (S 14) with a culvert. The culvert will be a 2 barrel, 9 .foot by 10 foot
RCBC. Mr. Goodnight stated the road would be widened 6-7 feet for aright-turn lane, and the
culvert. will be long enough to accommodate the right-turn lane. Ms. Chambers asked why a
culvert was being built instead of replacing the bridge with another bridge. Mr. Henegar stated
the hydraulic recommendation called for a culvert instead of a bridge. Ms. Chambers asked if a
bottomless culvert could be considered. Mr. Henegar stated a bottomless culvert would require
rock near the surface for the foundation, but one can be considered and discussed at the next
Merger meeting (CP4B). Ms. McBride questioned if the existing bridge was historic. Mr.
McInnis stated it did not appear to be and it was also not a truss bridge.
Y
Wetland 32
Ms. Lespinasse asked how the• project was affecting W32. Mr. McInnis answered the
slope stake was just getting into W32. He explained that the first measurements for the bridge
over Bearskin Creek were whatever the hydraulic requirement-was. He continued that when
Mr. Henegar researched the problem further, Mr. Henegar found the bridge needed to be longer
in order to span the floodway.
Ron Lucas asked if there are any problems with the maximum slope being used at stream
crossings. He continued that the eastern parts of the state have had problems using the
maximum slope, but the western part of the state may not have this challenge. Mr. McInnis
stated no problems are anticipated with using the maximum slope near streams.

U-3412A&B July 25, 2006 Merger Team Meeting
Page 5 of 5
Concurrence'
The Merger Team concurred with the following items:
1) Efforts were made to avoid wetland sites and streams as preliminary designs for the project
were developed. However, due to the number and location of streams in the project area,
total avoidance of all wetlands and streams is not possible. Out of the total amount of
wetlands (in acres) and streams (in feet) within the corridor, only 18°Io of the wetlands and
19°10 of the streams were affected.
2) The maximum slope (2 to 1) will be used through wetland and stream areas. Bearskin
Creek (Stream 13B) will be bridged to minimize impacts to it. ~
3) On-site mitigation will be utilized as much as possible for this project. The On-Site
Mitigation Group is investigating areas which could potentially be used for mitigation. The
Ecosystem Enhancement Program (EEP) will provide mitigation beyond what can be
provided on-site.
A copy of the signed concurrence form is attached to these minutes.

Section 404/NEPA Merger Project Team Meeting Agreement
Concurrence Pont No. 4A-Avoidance! Minimization
Project No./TIP No./Name/Description:
NCDOT Project: 8.2692501, TIP Project: U-3412A&B, Extension of SR 1223 (Martin Luther
King, Jr. Boulevard) from NC 200 (Lancaster Avenue) to SR 1162 (Gold Mine Road)
Avoidance
Efforts were made to avoid wetland sites and streams as preliminary designs for the
project were developed. However, due to the number and location of streams in the project area,
total avoidance of all wetlands and streams is not possible.
Out of the total amount of wetlands (in acres) and streams (in feet) within the corridor,
only 18% of the wetlands and 19°Io of the streams were affected.
Additional Avoidance Measures
Minimization '
The maximum slope (2 to 1) will be used through wetland areas. Bearskin Creek (Stream 13B)
will be bridged to minimize impacts to it.
Additional Minimization Measures
l ~'1~.. rr1 o~.K-~ Mc.~- ~ ~ D De ~ Z '}'€) I ) l.J ~ I I Q.~ ~O b2 L~..~'¢G~ `~ ~u9 ~'1 S~CQ~t1
C,l.r`c_ci.S ,

Mitigation °~
On-site mitigation will be utilized as much as possible for this project. The On-Site
Mitigation Group is investigating areas,which could potentially be used for mitigation. The
Ecosystem Enhancement Program (EEP) will provide mitigation beyond what can be provided
on-site.
Additional Mitigation Measures

The Section 404/NEPA Merger Project Team concurred on the 26`h day of July 2006 with
the Avoidance/Minimization measures listed above.
U.S. Army Corps of Engineers
U.S. Environmental Protection Agency
U.S. Fish and Wildlife Services
N.C. Wildlife Resources Commission
N.C. >erartment of Cultural Resources
N.C. Department of Environment
and Natural Resources - DWQ
Federal Highway Administration
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N.C. Department of Transportation
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~~V `~~ ~ u n g a to Design Group, P. A ^ ENGItvEERiAJG • (.AP:DSCPPE ~CnrCTURE • EPiVRONwSEIViP,L
915 Jones Franklin Road • Raleigh, NC 27606 • Phone [phone] • Fax [phone]
May 22, 2008
MEMORANDUM TO: Merger Team Members
FROM:
Jenny Fleming, PE
Sungate Design Group
SUBJECT: Extension of M.L. King, Jr. Boulevard from NC 200 (Lancaster Avenue)
to SRI 162 (Goldmine Road), Union Count}, I~TCDOT Division 10
Federal Aid Project STP 1223 (I )
State Project 34938.3.3
TIP Project U-3412A
A concurrence meeting for the subject project was held on April 22, 2008. The objective of the
meeting was to review the 30% hydraulic design and to review the avoidance and minimization
efforts committed to during the 4A meeting. (Concurrence Point 4B)
The following people attended the meeting:
Steve Lund US Army Corps of Engineers, Asheville
Polly Lespinasse NC Division of Water Quality
Marla Chambers NC Wildlife Resources Commission
Kathy Matthews US Environmental Protection Agency
Renee Gledhill-Earley State Historic Preservation Office
Jim Loyd City of Monroe
Kim Gillespie NCDOT PDEA
Anne Gamber NCDOT Hydraulic Design Unit
Jeff Garland NCDOT Alternative Delivery Unit
Rodger Rochelle NCDOT Alternative Delivery Unit
Nilesh Surti NCDOT Alternative Delivery Unit
Sue Flowers LPA Group of NC
Tim Marsh Blythe Construction
Matt Adanls Blythe COr1StI•uCtIOIl
Mark Staley NCDOT Roadside Environmental Unit
Mark Laugish NCDOT Roadside Environmental Unit
Jason Elliot NCDOT PDEA-Natural Environment Unit
Brett Feulner NCDOT PDEA-Natural Environment Unit
Carla Dagnino NCDOT PDEA-Natural Environment Unit
DeWayne Sykes NCDOT Roadway Design Unit
Katina Thompson NCDOT TIP Development Uni

Aldie Whitmore
Ron Graham
,fenny Fleming
NCDOT Division 10
NCDOT Division 10
Sungate Design Group, PA
Jeff Garland started the meeting by introducing the project and stating that the purpose of the
meeting was to review the 30% hydraulic designs and show that the commitments made at the
4A meeting were met. Jeff then handed the meeting over to Jenny Fleming. Ms. Fleming
proceeded through the project sheet by sheet explaining the proposed drainage design and
fielding questions.
Sheet 4
Ms. Fleming stated that the first jurisdictional stream crosses the proposed -L- line at station
18+00 on a heavy skew. To minimize the amount of piped stream, the channel will be relocated
to the west side of the roadway in air open ditch then piped under the road. The proposed pipe
size is a ~4" RCP and it will be buried 1.0'. Ms. Fleming passed around photographs of the
subject stream and noted that the channel flows under a barn outside the project limits.
Ms. Lespinasse asked if the stream channel parallel to road on the east side (near the outlet of the
54" RCP) would be impacted. Ms. Fleming responded that the stream and wetland in the area
are outside the construction limits.
Mr. Lloyd with the Cit}~ of Monroe noted that the stormwater pond on parcel 2 at the intersection
of MLK and NC 200 appears to be impacted by the proposed design. Ms. Flowers explained that
a proposal is being reviewed by NCDOT at this time to widen NC 200 only to the south and to
reconfigure MLK at the intersection to completely avoid impacting the stormwater pond. Ms.
Fleming noted that the pond does not appear to be designed for water quality, only quantity
control.
Sheet 5/6
Ms. Fleming stated the stream crossing at station 34+00 -L- was a jurisdictional stream. The
proposed design calls fora 42" RCP to be buried 20% or 8.4 inches. It was mentioned that due
to the surrounding terrain, the pipe length could not be reduced. Photographs of the stream and
farm pond were passed around.
Ms. Fleming also noted that the small pond located at the inlet of the 42" RCP would be a total
take. The pond is created by a small berm which will be removed during construction. Mr. Lund
noted the pond looked like a "classic stock pond''.
Sheet 6
Ms. Fleming stated the stream at station 43+00 -1- was also jurisdictional The proposed design
calls fora 36" RCP buried 20% or 7.2 inches. Photographs of the stream were passed around.
Sheet 7
No jurisdictional impacts
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U-312.4 Aril ?3, ?OOS =1B Merger Rleeting S DG ~ .~~1Y.k~ ~'
Page ? of s

Sheet 8
Ms. Fleming stated that the crossing at Sta. 68+30 is jurisdictional. There are 2 - 72" RCPs in
place, these pipes will be extended for the proposed roadway. Ms. Fleming also noted that the
headwalls are being extended vertically to minimize the pipe length. Ms Chambers asked for a
description of the outlet channel. Ms. Fleming stated that the upstream channel had been
modified and was a large base ditch and at the outlet there is no defined channel, only a wide,
flat, wet area with cattails and juncos growing. This area is mapped as a wetland on the roadway
plans. Mr. Lund explained that this channel was an old pond that was drained by the residential
development currently being constructed.
Ms. Matthews asked about the potential for stormwater management along tl}e project. Ms.
Fleming explained that stormwater is being drained into non jurisdictional outfalls and diffuse
flow is being provided with preformed scour holes or rip rap pads where possible.
Sheet 9
Ms. Fleming stated that the existing 54" RCP at Sta. 74+50 is conveying a jurisdictional stream.
The proposed design requires only the outlet end be extended. The channel has been heavily
manipulated by the on-going development; however, downstream of the pipe the channel has
started taking on some more natural characteristics. Photographs were passed around.
Ms. Lespinasse asked if the stream crossing at Sta 79+50 was jurisdictional It was explained
that this channel is ephemeral with no defined bed and banks. Photographs Gvere passed around.
Sheet 10/11
Wetland 17, located between NC 75 and CSX railroad is being filled. Ms. Fleming explained
that the grade in this area is high to provide clearance over the railroad. Ms. Chambers asked
about the area impacted, Ms. Fleming responded that there is 0.5 acres of fill and 0.02 acres of
clearing. Ms. Chambers also asked for the wetland rating, Mr. Feulner responded that the
wetlands received a rating of 34 and was not high quality.
Ms. Lespinasse asked about the stream channels shown on the plan sheet. Ms. Fleming
explained that during the field reconnaissance, no channel was found in that area. She also
mentioned that a 36" RCP will be installed to provide hydraulic connectivity.
Ms. Chambers asked if bridging this wetland was discussed at the 4A meeting and could we still
bridge it. Ms. Gillespie responded that it was discussed at the 4A and agreed that bridging would
not be required. Mr. Rochelle explained that the Design Build teams were giving the option to
bridge or fill and bridging was not cost effective.
Sheet 12/13
No jurisdictional impacts
Sheet 14
The design build team will make an effort to avoid impacting wetland 27.
•!~
U-3=112A April 23, ?008 =~B A~erger Meetr~zg S ~ G -~ ,~~~~~. ~'
Page 3 of ~ _ y

Sheet 15
Ms. Fleming explained that Bearskin Creek is being bridged per the commitments of the 4A
meeting. Also, wetland 29 is being avoided completely with the proposed design. Ms.
Lespinasse and Ms. Matthews asked about stormwater management in this area. Ms. Fleming
explained that no deck drains are required on the bridge and the roadway water is being
dissipated onto rip rap pads as far from the stream as possible. The classification of Bearskin
Creek was requested and Mr. Feulner stated it tivas Class C.
Mr. Elliot discussed the on-site mitigation potential at \~Vetland 29 and along Bearskin Creek. He
stated that due to the high land value the mitigation site was not feasible. NCDOT NEU did
approach the property owner about potentially donating some land and tl~e land owner refused.
Therefore, no on-site mitigation will be provided for the subject project.
Ms Chambers asked about the existing access road under the proposed bridge and across
Bearskin Creek. Ms. Fleming and Mr. Marsh explained that these roads were there for the City
to use as access to the sewer lines and they would also be used for construction equipment while
building the bridge. Mr. Marsh noted that no equipment will need to cross Bearskin Creek to
construct the bridge. Ms. Chambers went on to ask if there was any possible restoration to
Bearskin creek by removing existing pipes. Ms. Fleming explained that the existing pipe under
the sewer access road could be removed as part of the project provided the City of Monroe is in
agreement.
Sheet 15/16
Ms. Fleming stated that Dry Fork Creek will be crossed with a three (3) barrel Reinforced
Concrete Box Culvert (RCBC) measuring 12 ft wide by 9 ft high at MLIC and Goldmine Road. It
was also explained that the culvert will be buried one foot and sills will be placed in the outer
barrels. The channel at the inlet and outlet will be benched to direct low flow through the center
barrel.
Ms Chambers asked why we were replacing a bridge with a culvert on Goldmine Road. Ms.
Fleming stated that a culvert was hydraulically adequate and a bridge was not required. Ms.
Chambers asked if bridging had been discussed and the response was yes. It was discussed at the
4A meeting and the Team concurred not to bridge Dry Fork Creek.
Ms. Chambers asked if any consideration had been given to deer /wildlife as far as providing
access across the road to minimize hazards to the driving public. Mr. Feiner responded that the
bridge over Bearskin Creek provides a large corridor for wildlife.
Sheet 17-22
No jin-isdictional impacts
Sheet 23
Ms. Fleming noted that the stream crossing at station 27+00 is jurisdictional downstream of the
roadway. The existing pipe is being replaced with a 42"RCP to provide conveyance for future
development and will create a small impact. The wetland area upstream of the roadway will not
be impacted.
U-3=1121 Apri123, 2008 4B A~lerger A~leeling S ~ a°t;~.
DG '#~
Purge ~ o~'~

Sheet 24-2~
No jurisdictional impacts
Additional Discussion
Mr. Rochelle asked when we were anticipating submitting the CLOMR packages. Ms. Fleming
responded that our schedule has them due the end of May. He also asked if the culvert sizes will
change as a result of the CLOMR and Ms. Fleming responded no.
Mr. Rochelle asked the Design Build Team if moving utilities in upland areas prior to receiving
the environmental permits would be advantageous to meeting the construction schedule. Mr.
Marsh responded yes, especially in the vicinity of the intersections.
Mr. Rochelle asked the Resource Agencies if allowing utility relocation outside jurisdictional
areas prior to issuing the permit would be acceptable. Ms. Lespinasse asked if these relocations
would create a need to protect environmentally sensitive areas. Mr. Marsh responded no.
The agency representatives agreed to allow utility relocation in upland areas that would not
adversely affect any jurisdictional streams or wetlands.
Mr. Rochelle asked Mr. Marsh if an}~ borrow would be obtained from within the Right of Way.
Mr. Marsh responded that all borrow is being obtained from off-site sources.
1vlarella Buncik of USFWS (per e-mail correspondence after the meeting), in regards to the
statement:
"The agency representatives agreed to allow utility relocation in upland areas that would
not adversely affect jurisdictional streams and wetlands", had the following conunent:
"The upland areas should be assessed/surveyed for the presence of federally listed plants
- in particular Michaux's sumac and Schweinitz's sunflower before ground disturbance
or clearing occurs. The folks in NEU may have conducted searched in some areas but if
the utility relocations, including any substation or other larger potential disturbances
were not known at the time, they likely wouldn't have been covered."
Jeff Garland will follow up with Brett Feulner to ensure that this couunent is addressed.
The 4C Permit Review Meeting is tentatively scheduled for July 2008.
~~~
U-34121 ~pri/ 23, ?008 =1B Alerger A4eeting ~ ®~ ~ ,a.~VYl,'~
Page .i of .i

^ ^ Eh:Glh' ER~NG ~ LAND.,CAPeARCHfiECTURE • EI~'ViRO~~,MENiAL
~~'~~~'~ Sungate Design Group, P A
915 Jones Franklin Road Raleigh, NC 27606 • Phone [phone] • Fax [phone] • www.sungatedesign.com
July 2s, 2008
MEMORANDUM TO: Merger Team Members
FROM:
Josh Dalton, PE
Sungate Design Group
SUBJECT: Extension of M.L. King, Jr. Boulevard from NC 200 (Lancaster Avenue)
to SR 1162 (Goldmine Road), Union Cowlty, I~TCDOT Division 10
Federal Aid Project STP 1223 (1)
State Project 34938.3.3
TIP Project U-3412A
A concurrence meeting for the subject project was held on July 23, 2008. The objective of the
meeting was to revie«~ the permit drawings (Concun•ence Point 4C).
The following people attended the meeting:
Steve Lund
Polly Lespinasse
Marla Chambers
Kathy Matthews
Marella Buncick
Ron Lucas
Kim Gillespie
Anne Gamber
Jeff Garland
Rodger Rochelle
Tim Marsh
Matt Adams
Mark Staley
Michael Turchy
Brett Feulner
Aldie ~~~hitmore
Tawana Brooks
Larry Thompson
Josh Dalton
US Army Corps of Engineers, Asheville
NC Division of Water Quality
NC Wildlife Resources Commission
US Environmental Protection Agency
US Fish and Wildlife Service
FHWA
\TCDOT PDEA
NCDOT Hydraulic Design Unit
NCDOT Alternative Delivery Unit
NCDOT Alternative Delivery Unit
Blythe Construction
Blythe Construction
NCDOT Roadside Em~ironmental Unit
NCDOT PDEA-Natural Environment Unit
NCDOT PDEA-Natural Environment Unit
NCDOT Division 10
I~TCDOT Division 10
I~TCDOT Division 10
Sungate Design Group, PA
U-3~12A July 23, 2005 4C A~le~~er Aleelrng
Aare ! o f ~

Jeff Garland started the meeting by inh•oducing the project and stating that the purpose of the
meeting was to review the permit drawings and impacts for the project. Jeff then handed the
meeting over to Josh Dalton. Mr. Dalton proceeded through the permit drawings sheet by sheet
explaining the proposed drainage design, associated impacts and fielding questions.
Sheet 4 (Site 1)
Mr. Dalton stated that the first jurisdictional stream crosses the proposed -L-line at station
17+~0. The stream has been ditched along the inlet side of the pipe to reduce the skew of the
pipe and better alit z the pipe with the outlet channel. It was requested that no riprap be placed in
the bed of the channel since it is a perennial stl•eam. If riprap is necessary in the channel, it was
requested to embed the riprap into the channel. Mr. Dalton stated that either the riprap would be
removed or embedded and the detail would be updated. Per Detail 5, there is no riprap in the
bottom of the channel. Riprap is only specified on the banks. The Ditch Detail Sheet has
been included in the permit drawing set.
The status of the stonnwater pond at the gas station was questioned. Mr. Marsh explained that
the site was being value engineered in an attempt to salvage the use of the properrty. An
underground detention system with a sand filter has been investigated and will now be part of the
right-of-way settlement with the property owner. Regardless of the outcome of the settlement, the
existing pond will be removed.
Sheet 5/6 (Sites 1 and 2)
Ms. Lespinasse asked to have the 18" RCP that outlets into the jurisdictional stream rerouted so
that it outlets outside of the stream banks (Site 2). Ms. Gamber noted that treatment for the
stol-lnwater occurs in the glass swale before entering the drainage system. The 18" RCP has
been redirected outside of the stream bank and class `b' riprap specified at the outlet.
As a general comment, Mr. Lund requested that all st1•eams be labeled by name on the permit
drawings and the impact sulnmaly. All jurisdictional streams have been labeled by name.
Sheet 6 (Site 2)
1\TO COIi1111e11tS.
Sheet 8 (Site 4)
Ml•. Dalton stated that the cl•ossing at Sta. 68+30 is jurisdictional and the existing pipe sizes
shown on the plans (2 @ 60") are incol•1•ect. They will be revised to correctly reflect that there
are 2 cr 72" RCPs in place. Mrs. Chambers requested that a sill be investigated for one pipe if
hydraulics were not an issue. Mr. Dalton stated that there was not a defined channel at this
location as it is a large wetland remaining from an old pond. Photogl•aphs of this site were passed
around. The existing pipe label has been corrected in both the permit drawings and
roadway plans.
U-34/?A July ?3, ?OOS 4C A~fe~~er lYleetin~
Prrge ? o f 4
~~V~``•
SDG -'~`

Mr. Dalton stated that the wetland would be cleared to the right-of--way to allow for utility
relocations. Temporary stream impacts were also shown in the PUE for these relocations.
It was also noted that the existing stormwater pond for the adjacent housing development would
be tilled to the limits of NCDOT's proposed right-of--way.
Sheet 9 (Site 5)
Ms. Chambers asked if the wetland adjacent to the jurisdictional stream at the outlet would be
cleared. Mr. Dalton stated that the wetland would be cleared (mechanized) to the proposed right-
of-way.
Ms. Lespinasse asked if the stream crossing at Sta 79+50 was jurisdictional. It was explained
that this channel is ephemeral with no defined bed and banks. Photom•aphs were passed around.
Sheet 10/11 (Site 6)
Mr. Dalton stated that the wetland would be filled in this area and that no defined channel
existed. No continents.
Sheet 14 (Site 11)
Mr. Dalton stated that the dam located right of station 140+00 will be removed since a portion of
it will be within the proposed I~TCDOT right-of--way. Since this could affect the hydrology of the
existing wetland, the entire wetland has been shown as impacted. Mr. Dalton also noted that a
small area of wetland right of station 134+~0 -L- would be impacted by mechanized clearing.
Ms. Lespinasse asked if the channel just downstream of the pond was jurisdictional and Mr.
Feulner responded that is was not.
Sheet 15 (Sites 7 and S)
Ms. Dalton explained that there is a small area of wetland that will be filled by the bridge
approach but no other impacts will occur as a result of the bridge.
Ms Chambers asked about the existing access road under the proposed bridge and across
Bearskin Creek. Mr. Marsh explained that these roads were there for the City to use as access to
the sewer lines and they would also be used for construction equipment while building the
bridge. Mr. Marsh noted that no equipment will need to cross Bearskin Creek to construct the
bridge. Ms. Chambers went on to ask if there was any possible restoration to Bearskin Creek by
removing the existing pipes. Ms. Da]ton explained that the existing pipe under the sewer access
road could be removed as part of the project provided the City of Monroe is in am•eement. The
Design-Build Team will contact the City of Monroe for their input. According to Gus
Kretschmer (LPA Utilities), the existing pipe can be removed as the existing road that
approaches the stream will be cut off in both directions by the bridge fill and piers.
Mr. Dalton stated that PUE's shown adjacent to Site 8 are no longer needed and the drawings
will be updated for the final submittal. Ms. Lespinasse asked if the inlet and outlet channels at
the culvert were benched and if sills would be used. Mr. Dalton explained that sills are specified
for the outer two ban•els with the center barrel for the loEV flow condition. Both the inlet and
C -`~~
SSG ` `aVU~`
U-~41 ?A Ju/v ?3, ?008 4C Alerger ATeetirtg
Page .i of'4

outlet channels will be benched with riprap on the outlet banks above the bench. Ms. Gamber
requested that the details show the filter fabric beneath the riprap. The details for the inlet and
outlet channels are included on the Ditch Detail Sheet and the filter fabric is shown beneath
the riprap.
Sheet 16 (Site 9)
Mr. Dalton stated that the culvert at Goldmine Road was identical in size to the proposed culvert
located just downstream (3 ~ 12' x 9' RCBC) and that sills and benched channels would also be
used.
Ms. Buncick noted that the plans showed an 18" RCP in the vicinity of Site 9 and the permit
drawings showed a 24" RCP. Mr. Dalton stated that he would investigate and revise. The 24"
RCP is correct and the plans have been updated.
Ms. Lespinasse asked if Class B riprap would be adequate at the outlet of the 24" RCP system.
Mr. Dalton stated that it had been designed according to NCDOT standard for the 10-year storm.
Sheet 23 (Site 10)
Mr. Dalton noted that the crossing at station 27+00 is jurisdictional downstream of the roadway.
The existing pipe is being replaced with a 42"RCP to provide conveyance for future development
and will create a small impact. The wetland area upsh•eam of the roadway will not be impacted.
Ms. Chambers requested that the Class I riprap be extended beyond the limits of the conh•ibuting
ditch to provide stability. Mr. Dalton stated that the riprap would be revised. The riprap at the
outlet of the pipe has been lengthened.
Additional Discussion
Mr. Rochelle asked when we were anticipating submitting final permit application. Mr. Dalton
stated that a draft permit application ~~-as due to NCDOT by 8/6/08 but we are hoping to submit
by 8/1/08 if possible.
U-34!2.4 July 23, 2005 ,~C Me~~er Meetifr,;
Prr~e4of4
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N.C. DEPT. OF TRANSPORTATION
WETLAND/STREAM IMPACTS DIVISION OF HIGHWAYS
VICINITY MAP UNION COUNTY
(1 OF 2) PROJECT: 34938.3.3 cu-34]2A)
SR 1223 (MLK. JR BOULEVARD)
FROM NC 200 (LANCASTER HWY)
TO SR 1162 fGOLDMINE RO)
SHEET ~ OFD 8/1/08

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NAMES AND ADDRESSES
PARCEL N0. NAMES ADDRESSES

4 WILLIAM K BEST 2000 CORINTH CHURCH ROAD
MONROE NC 28112
5 ALICE S MORALES 1316 CIRCLE S RANCH ROAD
MONROE NC 28112
6 VICTOR N SHAW 2050 CORINTH CHURCH ROAD
MONROE NC 28112
8 VICTOR N SHAW 2050 CORINTH CHURCH ROAD
MONROE NC 28112
28 NANCY CARREA 6770 INDIAN CREEK DRIVE
MIAMI FL 33141
29 CRAFT DEVELOPMENT.LLC 2649 BREKONRIDGE CENTER DRIVE
MONROE NC 28110
36 MARY M NASH 2214 WAXHAW HWY
MONROE NC 28112
37 DALE R FUCHS 5905 STOCK BRIDGE DRIVE
MONROE NC 28112
43 UNION ACADEMY FOUNDATION 3828 OLD CHARLOTTE HWY
MONROE NC 28110
46 MURRAY FAMILY 1301 MEDLIN ROAD
LIMITED PARTNERSHIP MONROE NC 28110
69 HURLEY G MELTON 2018 GOLD MINE ROAD
MONROE NC 28110
48 W STEVEN LOWDER.ET ALS 304 E.PHIFER STREET
MONROE NC 28110
42 MLK I LLC. ET AL 1341 E. MOREHEAD ST.
CHARLOTTE NC 28204
WETLAND/ STREAM IMPACTS
NCD®T
DIVISION OF HIGHWAYS
UNION COUNTY
PROJECTS 34936.3.3 (U-3412A>
SR 1223 (MLK.JR BOULEVARp)
FROM NC 200 (LANCASTER HWY)
TO SR 1162 tGOLDMINE RD)
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