20001292 Ver 1_Complete File_20001006

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
September 22, 2000
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
ATTN: Mr. John Dorney
Dear Sir:
DAVID MCCOY
SECRETARY
PAYMENT
RECEIVED
001292
SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USAGE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
(WQC # 3049) were issued for the subject project. These permits were modified by the
USACE on August 4, 1999 and the DWQ on July 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
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 WEASITE: WWW. DOH. DOT. STATE. NC. US RALEIGH NC
RALEIGH NC 27899-1548
1
TABLE 1. East Charlotte Outer Loop (R-2123) Wetland Communities, Quality Analysis,
and Total impacts
Site Cowardin Schafale & Weakley DWQ Acres
Classification Classification Rating Impacted
Section AC
1 * PEM I E Piedmont/Mountain Bottomland Forest 28 0.16
2* PF01A Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 0.21
Section BA
1 PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PF01A Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
1 PFO 1 A Piedmont/Mountain Bottomland Forest 46 1.30
2 PSS 1 C Piedmont/Mountain Bottom land Forest 37 0.30
SUBTOTAL 1.60
Section CC
1 * PF01 A Piedmont/Mountain Bottomland Forest 17 0.02
2* PF01A Piedmont/Mountain Bottomland Forest 17 0.08
3* PSS1C Piedmont/Mountain Bottomland Forest 30 0.24
4* PFOIC Piedmont/Mountain Bottomland Forest 32 0.12
5* PSS1A Piedmont/Mountain Bottomland Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
rtm it - raiustrine bmergent Persistent Seasonally Flooded/Saturated
PF01A - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSS1C - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFO1C - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSS1A - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site 1 in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gum (Liquidambar styraciflua), red maple (Ater rubrum), and various
oaks (Quercus sp.) in the canopy. The shrub species included all the tree species, ironwood
(Carpinus caroliniana), Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), and
green ash (Fraxinus pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncus effusus), sedges
(Carex sp.), microstegium (Microstegium sp.), and poison ivy (Toxicodendron radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fill
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123) Surface Water Impacts
Site Water Body Channel
Impact
(linear feet) Channel
Replaced
(linear feet) Channel
Net Loss
(linear feet) Acres
Impacted
Section AC
A Farm Pond 0.46
B UT to Clear Creek 377 377
C Clear Creek 492 492
D UT to Clear Creek 1230 551 679
E UT to Goose Creek 102 102
F UT to Goose Creek 138 138
SUBTOTAL 2339 551 1788 0.46
Section BA
A Farm Pond 0.33
B UT to Mckee Creek 484 484
C McKee Creek 1083 1083
SUBTOTAL 1567 1567 0.33
Section BB
A Farm Pond 0.57
B* UT to Reedy Creek 442 360 82
C* Farm Pond 0.32
SUBTOTAL 442 360 82 0.89

Table 2.-Continued-
-
-
- ----- - ------------------------------------------------------------------------------------------------
Section CC
A* Crosire Creek 330 330
B* UT to Crosire Creek 2710 2710
C UT to Back Creek 299 299
D Back Creek 510 510
SUBTOTAL 3849 3849
TOTAL 8197 911 7286
1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area. NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
matches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the June 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accounting of the Long Creek Mitigation Site
Long Creek TIP TIP TIP TIP TIP
DEBIT DEBIT DEBIT DEBIT DEBIT
Mecklenburg Co.
Habitat Acres at Start: R-21 1 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.54 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
k
William D. Gilmore, PE, Manager
Planning and Environmental Branch
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
L
APPENDIX A
Permits and Ageements
DEPARTMENT OF THE ARMY
1 ,I WILMINGTON DISTRICT, CORPS OF ENGINEERS
( P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 7, 2000
Regulatory Division
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC

Mr. William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 2761 1-5201
Dear Mr. Gilmore:
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creek, McKee Creek, Ciear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (I-485) between Interstate Highway 85 and Idlewild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All other
conditions of your permit and permit modifications remain in full force and effect.
If the permitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

James W. DeLony
Colonel, U.S. Army
District Engineer
Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
2
1
NORTH CAROLINA
MECKLENBURG COUNTY
1
4/6/99
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
THIS AGREEMENT, made and entered into this the 23-4 day of
Lei- , 1999, between the DEPARTMENT OF TRANSPORTATION, are
agency of the State of North Carolina, hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETF'.
WHEREAS, DOT has prepared and adopted plans to make certain highway
constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 BB); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,
2
WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS, WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow:
1. WRC shall be responsible for developing a mitigation plan for-3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOTs policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC
1
3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOT needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in tvro (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the worn
on a costs plus basis. WRC will be responsible for required maintenance for
additional ten (10) years after completion of this project

5
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY: ??•---
Title: (fLi f
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
BY:
Title:
NORTH CAROLINA DEPARTMEN-7
OF NS.PORTATION
BY: ?(_AI
STATE HIGHWA
ADMINISTRATOR
BY:
APPROVED AS TO FORM
SISTANT ATTORNEY GENERAL
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SURFACE WATERS
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MEZ?l SALE
NC DEPT. OF
TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 5 OF 13
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DETAIL
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SALE
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET ? OF 13

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NC DEPT. OF TRANSPORTATION
?9TC J;? DIVISION OF HIGHWAYS
MECKLENBURG COUNTY

DETAIL V STATE PROJ: 8.U671613 (R- 2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
5SRHEEE3 Q qm SCALE AS SHOWN
SCALE SHEET `} OF 13
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5m. 0 1 Qm
SCAL
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 9 OF 13

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MATCHLINE 1
DETAIL V -?
DETAIL VI
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EACH END (TYP.)
- - - -
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DETAIL VII
DETAIL VIII
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SUftPACE N'.ATCRS
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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET J- OF 13
ESTIMATED DRAINAGE DITCH
EXISTING GROUND EXCAVATION = 170m3 EXISTING GROUND

Wl-
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2:1 SIDE SLOPES
i
Q3
cl- ("r') CD
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-- CHANNEL 2.7m BASE
0.30m
BENCH _ 2,7m BASE WIDTH
TAPER
BENCH WIDTH
2.7m-6.4m
BASE DITCH AT INLET
OF (2) 3.1m x '2.7m RCBC
DETAIL _ I : STA 2+32.2 -RPA-
EXISTING CHANNEL
OUTLINE
i.Zm-/./M
ESTIMATED DRAINAGE DITCH
EXCAVATION = 44Um 3
?. ,
ESTIMATED DRAINAGE D
EXCAVATION = 90m3

2:1 SIDE SLC
(TYP•)
L TAPER - EXISTING CHANNE
BASE WIDTH 2.1m BASE
2.1 m-3.1 m
CHANNEL IMPROVEMENT at INLET
OF (1)? 3.1 m x 2.7m RCBC
DETAIL _ 1_: STA 2+61.3 -RPA-
ESTIMATED DRAINAGE DITCH
EXCAVATION = 650 m 3
2:1 SIDE SLOPES
(TYP.)
EXISTING CHANNEL
1.2m BASE WIDTH
CHANNEL RELOCATION at INLET
OF (1) 2.7m x 2.7m RCBC
DETAIL III : STA 17+99.1 -Y29-
-mEiw-
EXISTING GROUND
- TI DTI ---
bo
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0.45 THK
N
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?' --2:1 SIDE SLC
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BASE WIDTH WIDEN EXISTING
CHANNEL 3.7m E
11.5m
Y
CHANNEL at 1-485
OUTLET
DETAIL N
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 10 OF 13
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ESTIMATED DRAINAGE DITCH
EXCAVATION = 4870m3
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ESTIMATED DRAINAGE DITCH
EXISTING GROUND EXCAVATION = 780m3
VARIES
T1 Tt
IA --2:1 SIDE SLOPES E BENCH
T3 T3 dT2 T2
L T4
T4 $
EXISTING GROUND
*NY /
7\ TI
0 '??0.45m THK.
o W/FILTER FABRIC
T3 T2 2:1 SIDE SLOPES
T4 T4 o
BENCH BENCH WIDTH RETAIN EXISTING BENCH WIDTH
m Lo ?.-f3 bm CHANNEL BASE 13.Om
Y
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TYPICAL between CULVERTS
DETAIL V , SEC M-M
SEE CSRS 2 AND _? OF 3
RETAIN EXISTING
CHANNEL BASE
CHANNEL at SRV-E- INLET
DETAIL VI
ESTIMATED DRAINAGE DITCH
ESTIMATED DRAINAGE DITCH EXISTING GROUND EXCAVATION = 640mj EXISTING GROUND
EXCAVATION = 460m3 VARIES VARIES
T T1 TI __--
T1 $ E
W N TRANSITION FROM
OENmH d ?0.45m THK. E 2:1 SIDE SLOPES
o W/FILTER FABRIC T2 T3 r3l T2
8 T4 -T4`--- RETAIN EXISTING
a T4 T4 2:1 SIDE SLOPES CHANNEL 6.5m BASE
BASfWI TH VARIES BENCH
9.Om-6.m 0.3m
8 NCH WIDTi I TAPER 13.Om BENCH
0 13.Om WIDTH TO IX BASE
CHANNEL at SRV -E- OUTLET TYPICAL downstream of SRV -E- CULVERT
DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
Of NC 218 TO NORTH OF NC 51
M?w_ SCALE AS SHOWN
SHEET it F i3
Q) C)
y T
v) p
N
R-2123 AC
NANCY BLACK NORELLI
SITE F DD. 6960 PG. 325
sQ

EST. S,Om TONS
\ r CLASS q- RIP-RAP
M/ 12 m FILTER FABRIC
15.000 I L T I A.
.; 9.000 1 L T I
E E
C +
+ F
EST. X3.5 m TONS
CLASS I RIP-RAP
V/ IS m' FILTER FABRIC
16.
PROP. LAT. 'V' DITCH
•33.000 SEE 01 CNLDETAIL B'
EL SEE PRA 1
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N. C. DEPT. 01: TRANSPOR'I',?'I'ION
D1\'ISION OF 111GI-MAYS
MECKLENBURG COUNTY
r?rto?r C r': tl.UG71(.10 c R2125CC >
PA IZ"1' OF CI 1 A R LO'I" I'E
OUTEIRL001, FROM SOUTH
OF SR 2802 (RO(-1:)' RIVER
ROAD) TO SOU'I'II OF NC 47
(UNIVERSVI'li' BLVD.)
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PARCEI. NO. OWNER'S NAMI3 ADDRESS
1 HOLCOMEIE, 1;'1" 1'A PATRICIA 12215 PLAZA RD. EXT.
,IAMI;S P. CHARLOTTE;, NC 28215
WILLIAM E-
2 hHD SOITTH 11'ATI'sR Sl'STI?MS INC. RPI) 1
SHEIRRILS FORD, NC 28673
3 NCDO'r
WAS - REAL ESTATE PLANNING
& DEVELOPMENT)
4 MARTHA HACKI:l' GRODZ,ICKE
12 RUTH F. STE'GALI.
(ESTATE:)
13 MICHAEL D. (fir WIFE, JAMIE, S.)
PRYOR
14 VERTIE BARNEITT STEGALI,
255 CHEROKEE RD.
CHARLO'r'rr:, NC 28207
CI'O CATHIE R STARNES
2321 HIGH RIDGE CHURCH 111).
I`IARSHVILLE NC 28103
12930 PLAZA EID. EIXT.
CHARLOTTE?, NC 28215
13000 PLAZA IID. EXT.
CHARLOTTE., NC 28215
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.U671610 (R2123CC >
PART OF EAST CHARLOTTE
OUTERLOOP FROM SOUTH
OF SR 2802 (ROCKY RIVER
ROAD) TO SOUTH OF NC 49
(UNIVERSITY CITY BLVD.)
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT 1R. DikVID MCCOY
GOVERNOR SECRETARY
September 22, 2000
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road PAYMENT 001292
Raleigh, NC 27607
RECEIVED
ATTN: Mr. John Dorney
Dear Sir:
SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USACE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
(WQC # 3049) were issued for the subject project. These permits were modified by the
USACE on August 4, 1999 and the DWQ on July 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27899-1548
2
TABLE 1. East Charlotte Outer Loop (R-2123) Wetland Communities, Quality Analysis,
and Total Impacts
Site Cowardin
Classification Schafale & Weakley
Classification DWQ
Rating Acres
Impacted
Section AC
1 * PEM 1 E Piedmont/Mountain Bottomland Forest 28 0.16
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 0.21
Section BA
1 PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PF01A Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
1 PFOIA Piedmont/Mountain Bottomland Forest 46 1.30
2 PSS 1 C Piedmont/Mountain Bottom land Forest 37 0.30
SUBTOTAL 1.60
Section CC
1 * PF01 A Piedmont/Mountain Bottomland Forest 17 0.02
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.08
3* PSSIC Piedmont/Mountain Bottomland Forest 30 0.24
4* PFO1C Piedmont/Mountain Bottomland Forest 32 0.12
5* PSS 1 A Piedmont/Mountain Bottom land Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
rLm i L - raiustrme tmergent Persistent Seasonally h I ooded/Satu rated
PF01A - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSSIC - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFOIC - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSS I A - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site I in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gum (Liquidambar styracijlua), red maple (Ater rubrum), and various
oaks (Quercus sp.) in the canopy. The shrub species included all the tree species, ironwood
(Carpinus caroliniana), Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), and
green ash (Fraxinus pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncus effusus), sedges
(Carex sp.), microstegium (Microstegium sp.), and poison ivy (Toxicodendron radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fill
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123).Surface Water Impacts
Site Water Body Channel Channel Channel Acres
Impact Replaced Net Loss Impacted
(linear feet) (linear feet) (linear feet)
Section AC
A Farm Pond
B UT to Clear Creek
C Clear Creek
D UT to Clear Creek
E UT to Goose Creek
F UT to Goose Creek
SUBTOTAL
Section BA
A Farm Pond
B UT to Mckee Creek
C McKee Creek
SUBTOTAL
Section BB
A Farm Pond
B* UT to Reedy Creek
C* Farm Pond
0.46
377 377
492 492
1230 551 679
102 102
138 138
2339 551 1788 0.46
0.33
484 484
1083 1083
1567 1567 0.33
0.57
442 360 82
0.32
SUBTOTAL 442 360 82 0.89
---------------------------------------------------------------------------------------------------------------
4
Table -2. - Continued-
-
-
----------------------------------------------------------------------------------------------------------
Section CC
A* Crosire Creek 330 330
B* UT to Crosire Creek 2710 2710
C UT to Back Creek 299 299
D Back Creek 510 510
SUBTOTAL 3849 3849
TOTAL 8197 911 7286 1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area, NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
matches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the June 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accounting of the Long Creek Mitigation Site
Long Creek TIP TIP TIP' TIP TIP
DEBIT DEBIT DEBIT DEBIT DEBIT,
Mecklenburg Co.
Habitat Acres at Start: R-211 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.54 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
William D. Gilmore, PE, Manager
Planning and Environmental-Branch
cc: Mr. David Franklin, USAGE, NCDOT Coordinator
Mr. Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
f :.
DEPARTMENT OF THE ARMY
( q N 1i I WILMINGTON DISTRICT, CORPS OF ENGINEERS
i P.O. BOX 1890
y ? i, WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 7, 2000
Regulatory Division
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC
Mr. William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 2761 1-5201
Dear Mr. Gilmore:
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creek, McKee Creek, Ciear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (1-485) between Interstate Highway 85 and Idlewild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All other
conditions of your permit and permit modifications remain in frill force and effect.
If the permitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

James W. DeLony
Colonel, U.S. Array
District Engineer
Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggctt
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
2

NORTH CAROLINA
MECKLENBURG COUNTY
1
4/6/99
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
THIS AGREEMENT, made and entered into this the -2,3-4 day of
1999, between the DEPARTMENT OF TRANSPORTATION. an
agency of the State of North Carolina, hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETF
WHEREAS, DOT has prepared and adopted plans to make certain highway
constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 BB); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,

WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of_ the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS,- WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow:
1. WRC shall be responsible for developing a mitigation plan for 3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOT's policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC
3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOT needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in two (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the work
on a costs plus basis. WRC will be responsible for required maintenance for
additional ten (10) years after completion of this project.
5
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY: ,?-?-•_--
Title_ dtI E7r -?? F)L.'..e,
--r
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
BY: ej?"? e.
Title:
NORTH CAROLINA DEPARTMENT
OF TR,?NSpORT/ATION
BY: ?t1
STATE HIGHWA>i
ADMINISTRATOR
APPROVED AS TO FORM
BY:
SISTANT ATTORNEY GENERAL
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W? -49.000
• ou1LEr •/ N
L s DENOTES FILL IN
SURFACE WATERS
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
5m 0 110m OF NC 218 TO NORTH OF NC 51
ABLE SCALE AS SHOWN
SHEET 5 OF (3

DETAIL I Zs'
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i •-? •? DENOTES PILL IN
SURFACE WATCRS

NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
5m 00 110m OF NC 218 TO NORTH OF NC 51
SCALSCALE AS SHOWN
SHEET OF 13

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. .? DENOTES FILL Its
SURFACE N'ATGRS
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
DETAIL V STATE PROJ: 8.U671613 (R- 2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
5?n p Qm SCALE AS SHOWN
SCALE SHEET `} OF 13

A9
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10* %*

DETAIL V
5m. 0 1 Qm
SCAL
NC DEPT. OF TRANSPORTATION
?r DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 9 OF 13
MATCHLINE 1
DETAIL V
In ?
\ 1

DETAIL VI
BAFFLE WALL
- , 1 EACH END (TYP.)

SITE, 1) - - " ' ?
------------
. -? - --- ---
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DETAIL VII

DETAIL VIII NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
DINOTES PILL IN MECKLENBURG COUNTY
SURFACE WATefts STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
5?n Q 1 Qm OF NC 218 TO NORTH OF NC 51
SCALE
MEW SCALE AS SHOWN
SHEET -t OF ?3
ESTIMATED DRAINAGE DITCH ESTIMATED DRAINAGE DITCH
EXISTING GROUND- EXCAVATION = 1700 EXISTING GROUND--7 //\IXCAVATION = 90m3
T

2:1 SIDE SLOPES
(TyP•)
RETAIN EXISTING
-- CHANNEL 2.7m BASE
um BASE WIDTH
""I CV
0
r?
2:1 SIDE SLOPES
(TYP.)
i
L TAPER EXISTING CHANNEL
BASE WIDTH 2.1m BASE
2.1m-3.1m
Z./m-6.4m
BASE DITCH AT INLET
OF (2) 3.1m x '2.7m RCBC
DETAIL I : STA 2+32.2 -RPA-
EXISTING CHANNEL
OUTLINE
GROUND
1uj
y CV
N
CHANNEL IMPROVEMENT at INLET
OF 1) 3.1 m x 2.7m RCBC
DETAIL 11 : STA 2+61.3 -RPA-
ESTIMATED DRAINAGE DITCH
EXCAVATION = 440m 3
MATED DRAINAGE DITCH
ESTI
7 EXCAVATION = 650 m 3
r111l?\ly1<`
2:1 SIDE SLOPES
(TYP.)
EXISTING CHANNEL
1.2m BASE WIDTH
TAPER BASE
WIDTH
1.2m-2.7m
CHANNEL RELOCATION at INLET
OF (1) 2.7m x 2.7m RCBC
DETAIL M : STA 17+99.1 -Y29-
-Apw-
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 10 OF 13
w_ E
CV
T
EXISTING GROUND
TI --
0 0.45m THK.
W/FILTER FABRIC
----2:1 SIDE SLOPES
BASE WIDTH?--WIDEN EXISTING
CHANNEL 3.7m BASE
11.5m
Y
CHANNEL at 1-485 OUTLET
DETAIL IV
ESTIMATED DRAINAGE DITCH EXISTING GROUND
EXCAVATION = 4g70m3
ESTIMATED DRAINAGE DITCH ,
V EXISTING GROUND EXCAVATION = 78Om3 VRIES
7\
T1 / T1A ` T1
jl 0.45m THK.
Up 0 E T
2:1 SIDE SLOPES E BENCH
03 o W/FILTER FABRIC
W. N , 04
T2 T3 T3 0. m VT21T3 T3 Tn3L
T7 11w T2 2:1 SIDE SLOPES
T4 T4 g T4 T4
BENCH BENCH WIDTH RETAIN EXISTING BENCH WIDTH RETAIN EXISTING
CHANNEL BASE E CHANNEL BASE
m -?3 0m L r 13.Om
Y
O
TYPICAL between CULVERTS CHANNEL at SRV-E- INLET
DETAIL V , SEC M-M DETAIL VI
SEE CSRS 2 AND OF 3
ESTIMATED DRAINAGE DITCH EXISTING GROUND ESTIMATED DRAINAGE DITCH
EXCAVATION = 40 EXISTING GROUND
EXCAVATION = 460m3 VARIES VARIES
T T1 T1
T1 on --
_E r
N TRANSITION FROM
E BENCH d 0.45m THK. E 2:1 SIDE SLOPES
ci . m o W/FILTER FABRIC ^. T2 T3 T3
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8 X2:1 SIDE SLOPES
T4 T4 CHANNEL 6.5m BASE
a
BASE WITH VAKS BENCH
9.0m-6.5m 0. m
Y B I CH WIDTH TAPER 13.Om BENCH
0 13.Om WIDTH TO EX BASE
CHANNEL at SRV -E- OUTLET TYPICAL downstream of SRV -E- CULVERT
DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
m9iw- SCALE AS SHOWN
SHEET it F 13
? o

/Jk N
11-2123 AC
NANCY BLACK NORELLI
SITE F DB. 6960 PG. 325
6d
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CLASS I RIP?AP
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EST. 510 m TONS ¦/ 75 m
FILTER FABRIC
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PROP. LAT. 0.6
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EVERY 70m -/- ITYP.
SEE STD. 16]7.02

DONALD DENNY ALLEN
DO. 4060 PG. 173 j?
O
r
s a DENOTES PILL IN
SURFACE u'.1TERS
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
5m 0 loom OF NC 218 TO NORTH OF NC 51
SCAL SCALE AS SHOWN
SHEET 12 OF 13
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FILL IN WETLANDS
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671601 (R-2123 BA)
PROPOSED CHARLOTTE
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PTH 1
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N.C. DEPT. OF TRANSPORTATION
DIVISION 017 I•IIGI-IWAYS
MI::CKLI NBLMG COUNTY
PROJECT: 8. 1671601 (R-212- BA.)
PROPOSED CHARLOTTE
01Jl'EI( LOOP
S?IELT 5 OF
6
CO
v
JOAN L. CARPENTER, JR. AND
SVZNEY A. CARPENTER
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U
R-2123 BB
MUM DENOTES FILL IN WETLANDS
SCALE: 1'= 200'

N.C. DEPT. O TRANSPORTATION
DIVISION O HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671601 (R-2123 BB)
PROPOSED CHARLOTTE
OUTER LOOP
S I I F E T 2 0 F 8
5674-631
•?i s %,I > l r .'y ' }
A/CK/ /N/31/liG C UN/
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END SHM I7F-RAI GUTTER
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WOVEN WII E F?NU
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2(71 (`) IECKLENBURG COUNTY
PROJECT: B.U6 1(,11(1 ( R2123CC )
=
I "7 R AI L C1 /0/R
llNl1 1 TYPE Xlll s.'.' ?V
PART Of-' EAST CCiARLOTTE
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14 ,IN S(1( (1st, OUTI;RLOOh mmm SOUTH
} irk r F. S
56 4 631 ? ? ?..,
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log ) WIs1,Il01V5
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?4'L,r;-c?t? - - _--- /. - ----- ([?NIVERSI'I'1" C1'r?" IjC,V'D.)
SlIFFIr 11 OF 8

FILL IN SURFACE WATERS

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671601 (R-2123 1313)
PROPOSED CfIARLOT-f'E
OUTER LOOP
SHFET 5 OF R
R ,,,k N VJ I R
A • r
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R-2123 1313
SITE 13

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N. C. DEPT. OF TRANSPORTATION
DIVISION OF II1G[MrAYS
MCCKI.CNBURG COUNT"
PROJECT: 8.1671601 (R-2123BB)
PROPOSED
FILL IN SURFACE WATE RS CHARLOTTE, OUTER LOOP
simET 6 or 8
PLAN V114.W
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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT:8.1671001 (R-21231311)
PROPOSED
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JA?11;S P. CHARLOTTE, NC 28215
WILLIAM I:.
2 MID SOt1TIi WATl;lt s)'sTiiMs INC.'. ItFD 1
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4 MARTHA HA('Kl;)' GRODZICKI
12 RUTH F. STI;('.A1,1,
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13 MICHAEL D.(& WIFE JAMIE S.)
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13000 PLAZA RD. EXT.
CHARLOTTE, NC 28215
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT:8.UG71G10 ( R2123CC )
PART OF EAST CHARLOTTE
OUTERLOOP FROM SOUTH
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H
STATE
er°i. I? ? 'rt
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT 1R.
GOVERNOR
September 22, 2000
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
PAYMENT
RECEIVED

DAVID MCCOY
SECRETARY
ATTN: Mr. John Dorney
Dear Sir:
SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USACE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
y9 (WQC #3049) were issued for the s ese ermits were modified by the
USACE on August 4, 1999 and th DW on Jul 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
2
TABLE 1. East Charlotte Outer Loop (R-2123)?Wetlan% communities, Quality Analysis,
and Total impacts ?
Site Cowardin Schafale .& Weakley DWQ Acres
Cl assification Classification Rating; Impacted
Section AC
I * PEM 1 E Piedmont/Mountain Bottomland Forest 28 0.16
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 0.21
Section BA
1 PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PF01A Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
1 PFOIA Piedmont/Mountain Bottomland Forest 46 1.30
2 PSS1C Piedmont/Mountain Bottomland Forest 37 0.30
SUBTOTAL 1.60
Section CC
I* PFOIA Piedmont/Mountain Bottomland Forest 17 0.02
2* PF01A Piedmont/Mountain Bottomland Forest 17 0.08
3* PSS1C Piedmont/Mountain Bottomland Forest 30 0.24
4* PFO1C Piedmont/Mountain Bottomland Forest 32 0.12
5* PSS1A Piedmont/Mountain Bottomland Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
PEM 1 E - Palustrine Emergent Persistent Seasonally Flooded/Saturated
PFOIA - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSSIC - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFO1C - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSS1A - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site 1 in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gutn (Liquidambar styracif ua), red maple (Ater rubrum), and various
oaks (Quercus sp.) in the canopy. The shrub species included all the tree species, ironwood
(Catpinus caroliniaea), Chinese privet (Ligustrum sinense), black cherry (Prunes serotina), and
green ash (Fraxituts pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncos effusits), sedges
(Carex sp.), microstegium (1ficrostegium sp.), and poison ivy (Toxicodencb-on radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fill
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123) Surface Water Impacts
Site Water Body Channel
Impact
(linear feet) Channel
Replaced
(linear feet) Channel
Net Loss
(linear feet) Acres
Impacted
Section AC
A Farm Pond 0.46
B UT to Clear Creek 377 377
C Clear Creek 492 492
D UT to Clear Creek 1230 551 679
E UT to Goose Creek 102 102
F UT to Goose Creek 138 138
SUBTOTAL 2339 551 1788 0.46
Section BA
A Farm Pond 0.33
B UT to McKee Creek 484 484
C McKee Creek 1083 1083
SUBTOTAL 1567 1567 0.33
Section BB
A Faun Pond 0.57
B* UT to Reedy Creek 442 360 82
C* Farm Pond 0.32
SUBTOTAL
--------------------------- -- 442
-------------- 360
----- -------
-------- ?- ------
------ -8-----
4
Table 2. Continued
----------------------------------------------------------------------------------------------------------------
Section CC
A* Crosire Creek 330 330
B* UT to Crosire Creek 2710 2710
C UT to Back Creek 299 299
D Back Creek 510 510
SUBTOTAL 3849 3849
TOTAL 8197 911 7286
1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area, NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
matches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the June 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accounting of the Long Creels Mitigation Site
Long Creel. TIP TIP TIP TIP TIP
DEBIT DEBIT DEBIT DEBIT DEBIT
Mecklenburg Co.
Habitat Acres at Start: R-211 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.541 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
5
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
William D. Gilmore, PE, Manager
Planning and Environmental Branch
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
APPENDIX A
Permits and Ageements
91
1V ? fjti t \\ DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890
. i WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 7, 2000
Regulatory Division
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC

Mr. William D. Gilmore, Manager ti
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
r.
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creck, ivlcKce Creek, Ciear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (I-485) between Interstate Highway 85 and Idlewild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All otlier
conditions of your permit and pet->mit modifications remain in frill force and effect.
If the permitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

`James W. DeLony
Colonel, U.S. Army
District Engineer

Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggctt
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. Jolui Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
2

NORTH CAROLINA
MECKLENBURG COUNTY
1
416199
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
THIS AGREEMENT, made and entered into this the 73-4 day of
Lrl , 1999, between the DEPARTMENT OF TRANSPORTATION. ar,
agency of the State of North Carolina, hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETM-
WHEREAS, DOT has prepared and adopted plans to make certain highway
constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 8B); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,
2
WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS, WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow;
1. WRC shall be responsible for developing a mitigation plan for 3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOT's policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC

3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOT needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in two (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the work
on a costs plus basis. WRC will be responsible for required maintenance for
additional ten (10) years after completion of this project.

5
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY: ??.----
Title: CLU
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
BY:/?1Li"
Title: - -A ?
NORTH CAROLINA DEPARTMENT
OFT NS?ORT/ATION
BY: ? _ AA --
STATE HIGHWA`Y`
ADMINISTRATOR
APPROVED AS TO FORM
BY:
STANT ATTORNEY GENERAL
APPENDIX B
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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
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DIVISION OF HIGHWAYS
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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
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OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 10 OF 13
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DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
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NAME' AND ADDRESS
PARCEL NO. OWNI.R'S NAME ADDREISS
1 HOLCOM111.,1's'I'TA PA'rmCIA 12215 PLAZA RD. E. T.
JAMES 11. CHARLO'r'1'I., NC 28215
WILLIAM E.
2 MID SOUTH ?VATI:It siwrl?TIS INC
3 NCDO'r
(1VAS - REAL E3STATI. PLANNING
8• DI.VL'LOIPME'NT)
4 MARTHA HACKI.S' GRODZICK1
12 RUTH I'. ST1sGAI,I,
(ESTATE)
13 MICHARL D. M WIFE, JAMIE; SJ
PRYOR
Id VI.RTIL' 11AItN1.'I"r STEGAIA,
RFD I
SHE.RRILS FORD, NC 28673
255 CHEROKCst. RD.
CHARLOTTE-, NC 28207
CI'O CA'rHII; F. STARNE-S
2321 HIGH RIDGE, CHURCH RD.
MARSIIVILLI. NC 28103
12930 PLAZA RD. I.A'r.
CHARLOTTE;, NC 28215
13000 PLAZA. RD. EXT.
CHARLOTTE- NC 28215

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WPTSTATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
September 22, 2000
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
ATTN: Mr. John Domey
Dear Sir:
DAVID MCCOY
SECRETARY
I
z
001292
SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USACE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
(WQC # 3049) were issued for the subject project. These permits were modified by the
USACE on August 4, 1999 and the DWQ on July 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
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 WESSITE: WWW.DOH. DOT. STATE. NC.US RALEIGH NC
RALEIGH NC 27899-1548
2
TABLE 1. East Charlotte Outer Loop (R-2123) Wetland Communities, Quality Analysis,
and Total impacts
Site Cowardin Schafale & Weakley DWQ Acres
Classification Classification Rating Impacted
Section AC
1 * PEM 1 E Piedmont/Mountain Bottomland Forest 28 0.16
2* PFOI A Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 021
Section BA
1 PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PF01A Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
1 PF01A Piedmont/Mountain Bottomland Forest 46 1.30
2 PSS I C Piedmont/Mountain Bottomland Forest 37 0.30
SUBTOTAL 1.60
Section CC
1 * PFO 1 A Piedmont/Mountain Bottom land Forest 17 0.02
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.08
3* PSS 1 C Piedmont/Mountain Bottomland Forest 30 0.24
4* PFO1C Piedmont/Mountain Bottomland Forest 32 0.12
5* PSSIA Piedmont/Mountain Bottomland Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
rtm i t - raiustrine Emergent Persistent Seasonally Flooded/Saturated
PF01A - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSS 1 C - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFOIC - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSSIA - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site 1 in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gum (Liquidambar styraciflua), red maple (Ater rubrum), and various
oaks (Quercus sp.) in the canopy. The shrub species included all the tree species, ironwood
(Carpinus caroliniana), Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), and
green ash (Fraxinus pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncus effusus), sedges
(Carex sp.), microstegium (Microstegium sp.), and poison ivy (Toxicodendron radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fill
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123) Surface Water Impacts
Site Water Body Channel
Impact
(linear feet) Channel
Replaced
(linear feet) Channel
Net Loss
(linear feet) Acres
Impacted
Section AC
A Farm Pond 0.46
B UT to Clear Creek 377 377
C Clear Creek 492 492
D UT to Clear Creek 1230 551 679
E UT to Goose Creek 102 102
F UT to Goose Creek 138 138
SUBTOTAL 2339 551 1788 0.46
Section BA
A Farm Pond 0.33
B UT to Mckee Creek 484 484
C McKee Creek 1083 1083
SUBTOTAL 1567 1567 0.33
Section BB
A Farm Pond 0.57
B* UT to Reedy Creek 442 360 82
C* Farm Pond 0.32
SUBTOTAL 442 360 82 0.89
4
Table 2. Continued
-
Section -- CC C------------------------------
------------------------
------------------------------------------
A* Crosire Creek 330 330
B* UT to Crosire Creek 2710 2710
C UT to Back Creek 299 299
D Back Creek 510 510
SUBTOTAL 3849 3849
TOTAL 8197 911 7286 1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area, NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
matches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the Tune 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accountine of the Lone Creek Mitigation Site
Long Creek TIP TIP TIP TIP TIP
DEBIT DEBIT DEBIT DEBIT- DEBIT
Mecklenburg Co.
Habitat Acres at Start: R-211 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.54 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
5
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
William D. Gilmore, PE, Manager
Planning and Environmental Branch
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
U
APPENDIX A
Permits and Ageements
?•???{???.4 DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890
i; WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 7, 2000
Regulatory Division
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC
Mr. William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creek, McKee Creek, Ciear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (I-485) between interstate Highway 85 and Idlewild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All other
conditions of your permit and permit modifications remain in full force and effect.
If the permitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

James W. DeLony
Colonel, U.S. Army
District Engineer
Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
1
NORTH CAROLINA
MECKLENBURG COUNTY
i
4/6/99
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
THIS AGREEMENT, made and entered into this the 23 -4 dad, of
4-J-1 , 1999, between the DEPARTMENT OF TRANSPORTATION. an
agency of the State of North Carolina, hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETFWHEREAS, DOT has prepared and adopted plans to make certain highway

constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 BB); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,
2
WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of. the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS,_ WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow:
1. WRC shall be responsible for developing a mitigation plan for 3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOT's policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC
4 3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOI needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in two (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4 0
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the work
on a costs plus basis. WRC will be responsible for required maintenance for
additional ten (10) years after completion of this project

IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY: ?-?--
r
Title: Cat+ F 7 -?-? FJ L e ?
APPROVED AS TO FORM
BY:
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
BY:
Title:
NORTH CAROLINA DEPARTMENT
OF T NSPORTATION
BY:
STATE HIGHWA\`
ADMINISTRATOR
ISTANT ATTORNEY GENERAL

APPENDIX B
Permit Drawings
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a DENOTES FILL IN
SURFACE WATERS
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
5mm 10m OF NC 218 TO NORTH OF NC 51
?rAI F SCALE AS SHOWN
SHEET 5 OF 13
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a%m SURFACE WATERS
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SCALE
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 6 OF 13

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SURFACE WATERS

NC DEPT. OF TRANSPORTATION
J ;A DIVISION OF HIGHWAYS
MECKLENBURG COUNTY

DETAIL V STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
5?n Q 1 Q m SCALE AS SHOWN
SCAL SHEET `} OF 13

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MATCHLINE 1
NC DEPT. OF TRANSPORTATION
h' DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 8 OF 13
EXISTING GROUND
ESTIMATED DRAINAGE DITCH
EXCAVATION = 170m 3

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CHANNEL 2.7m BASE
2. m BASE WIDTH
BASE DITCH AT INLET
OF (2) 3.1 m x '2.7m RCBC
DETAIL I : STA 2+32.2 -RPA-
EXISTING CHANNEL
OUTLINE
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ESTIMATED DRAINAGE DITCH
EXCAVATION = 44Om 3
2:1 SIDE SLOPES
(rn'•)
LTAPER \1 - EXISTING CHANNEL
BASE WIDTH 2.1 m BASE
2.1m-3.1m
CHANNEL IMPROVEMENT at INLET
OF (1) 3.1 m x 2.7m RCBC
DETAIL 11 : STA 2+61.3 -RPA-
ESTIMATED DRAINAGE DITCH
EXCAVATION = 650 m 3
EXISTING GROUND
ESTIMATED DRAINAGE DITCH
EXCAVATION = 90m3

2:1 SIDE SLOPES ,E
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RETAIN EXISTING
2:1 SIDE SLOPES
(TYP.)
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DETAIL IV
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
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71,
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DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
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PROJECT: 8.1671601 (R-2123 BA)
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671601 (R-2123 BB)
PROPOSED CHARLOTTE
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF 141CYIIWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671601 (R-2123 I313)
PROPOSED CIIARLOT"f'l
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SITE B
FILL IN SURFACE WATERS

N. C. DEPT. Or TRANSPORTATION
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PROMCT:8.1671601 (R-2123BB)
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NAME' kND .?I)D1tI;SS
PARCEI, NO. OWNER'S NAME; ADDRESS
I HOLCOMEIE, ETTA PAT111CIA 12215 PLAZA RD. EXT.
JAl1135 P. CHARLOTTE:, NC 28215
WILLIAM E.
2 MID SOUTH WATl;lt S1'STI?MS INC. RFD I
SHERRILS FORD, NC 28073
3 NCDO,r
(WAS - REAL ESTATE PLANNING
t1 DEVEI,OPMENT)
4 MARTHA HACKED' GRODZECKI
12 RUTH F. STE(:A1,1,
(ESTATE:)
255 CHEROE:EEs RD.
CHAR m-TI:, NC 28207
CI'O CATHIE F. STARNES
2321 HIGH RIDGE CHURCH RD.
MARSHVILLI? NC 28103
13 MICHAEL D.(& WIFE JAMIE, S.)
PRYOR
Id VERTIE BARN1;TT STEGALL
12930 PLAZA RD. EIXT.
CHAR1.O'r'r1;, NC 28215
13000 PLAZA It D. EXT.
CHARLOTTE, NC 28215
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.U671610 ( R2123CC )
PART OF EAST CHARLOTTE
OUTERLOOP FROM SOUTH
OF SR 2802 (ROCKY RIVER
ROAD) TO SOUTH OF NC 49
(UNIVERSITY CITY BLVD.)
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STATE OF NORTH CAROLINA "y
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
September 22, 2000
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
ATTN: Mr. John Dorney
Dear Sir:
001292
DAVID MCCOY
SECRETARY
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SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USACE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
(WQC # 3049) were issued for the subject project. These permits were modified by the
USACE on August 4, 1999 and the DWQ on July 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
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 WESSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27899-1548
2
TABLE 1. East Charlotte Outer Loop (R-2123) Wetland Communities, Quality Analysis,
and i otat impacts
Site Cowardin Schafale & Weakley DWQ Acres
Classification Classification Rating Impacted
Section AC
1 * PEM 1 E Piedmont/Mountain Bottomland Forest 28 0.16
2* PF01 A Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 0.21
Section BA
1 PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PFOIA Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
I PFOIA Piedmont/Mountain Bottomland Forest 46 1.30
2 PSS 1 C Piedmont/Mountain Bottomland Forest 37 0.30
SUBTOTAL 1.60
Section CC
I * PFO 1 A Piedmont/Mountain Bottom land Forest 17 0.02
2* PF01 A Piedmont/Mountain Bottomland Forest 17 0.08
3* PSS1C Piedmont/Mountain Bottomland Forest 30 0.24
4* PFOIC Piedmont/Mountain Bottomland Forest 32 0.12
5* PSS I A Piedmont/Mountain Bottomland Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
rt?m i t? - ralustrine Emergent Persistent Seasonally Flooded/Saturated
PFOIA - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSSIC - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFOIC - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSS1A - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site 1 in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gum (Liquidambar styraciflua), red maple (Ater rubrum), and various
oaks (Quercu.s sp.) in the canopy. The shrub species included all the tree species, ironwood
(Carpinus caroliniana), Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), and
green ash (Fraxinus pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncus effusus), sedges
(C'arex sp.), microstegium (Microstegium sp.), and poison ivy (Toxicodendron radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fill
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123) Surface Water Impacts
Site Water Body Channel
Impact
(linear feet) Channel
Replaced
(linear feet) Channel
Net Loss
(linear feet) Acres
Impacted
Section AC
A Farm Pond 0.46
B UT to Clear Creek 377 377
C Clear Creek 492 492
D UT to Clear Creek 1230 551 679
E UT to Goose Creek 102 102
F UT to Goose Creek 138 138
SUBTOTAL 2339 551 1788 0.46
Section BA
A Farm Pond 0.33
B UT to Mckee Creek 484 484
C McKee Creek 1083 1083
SUBTOTAL 1567 1567 0.33
Section BB
A Farm Pond 0.57
B* UT to Reedy Creek 442 360 82
C* Farm Pond 0.32
SUBTOTAL 442 360 82 0.89
4
Table 2. Continued
Section CC
A* Crosire Creek 330 330
B* UT to Crosire Creek 2710 2710
C UT to Back Creek 299 299
D Back Creek 510 510
SUBTOTAL 3849 3849
TOTAL 8197 911 7286 1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area, NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
matches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the June 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accounting of the Long Creek Mitigation Site
Long Creek TIP TIP TIP TIP TIP
DEBIT DEBIT DEBIT DEBIT DEBIT
Mecklenburg Co.
Habitat Acres at Start: R-21 1 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.54 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
5
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
_ J
William D. Gilmore, PE, Manager
Planning and Environmental Branch
cc: Mr. David Franklin, USAGE, NCDOT Coordinator
Mr: Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
Regulatory Division
DEPARTMENT OF THE ARMY
q ,I WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 7, 2000
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC
Mr. William D. Gilmore, Manager '\
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 2761 1-5201
Dear Mr. Gilmore:
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creek, McKee Creek, Clear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (I-485) between Interstate Highway 85 and Idlewild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All other
conditions of your permit and permit modifications remain in full force and effect.
If the pennitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

James W. DeLony
Colonel, U.S. Army
District Engineer

Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggctt
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
2
I
NORTH CAROLINA
MECKLENBURG COUNTY
4/6/99
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
THIS AGREEMENT, made and entered into this the -,73-4 day of
1999, between the DEPARTMENT OF TRANSPORTATION, are
agency of the State of North Carolina, hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETFWHEREAS, DOT has prepared and adopted plans to make certain highway

constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 BB); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,
t
2
WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS, WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow:
1. WRC shall be responsible for developing a mitigation plan for 3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOT's policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC
3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOT needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in two (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the work
on a costs plus basis. WRC will be responsible for required maintenance for
additional ten (10) years after completion of this project
5
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY: Z116JI,
c••-•_-
Title: clt+ F 4 APPROVED AS TO FORM

BY:
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
e444k e.
BY:
Title:
NORTH CAROLINA DEPARTMENT
OFT NSPORT?ATION
BY: ?(-At--
STATE HIGHWA%
ADMINISTRATOR
SISTANT ATTORNEY GENERAL

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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
Y MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
5m 00 110m OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 5 OF 13
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SCALE
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 6 OF 13

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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
DETAIL V STATE PROJ: 8.U671613 (R- 2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
- 5m SCALE AS SHOWN
SCALE SHEET q OF 13

/
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SCALE
/ NC DEPT. OF TRANSPORTATION
p DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
\ SCALE AS SHOWN
1 SHEEP 9 OF 13
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DETAIL V -?
DETAIL VI
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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET _I.__ OF 13
ESTIMATED DRAINAGE DITCH
EXISTING GROUND EXCAVATION = 170m3 EXISTING GROUND
C14\;? 2:1 SIDE SLOPES ^ ?0
(TYP.) ° c14
o RETAIN EXISTING
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DETAIL 1: STA 2+32.2 -RPA-
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OUTLINE
EXISTING GROUND
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EXCAVATION = 90m3
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2:1 SIDES SLOPES
(11r•)
TAPER EXISTING CHANNEL
BASE WIDTH 2.1m BASE
2.1m-3.1m
CHANNEL IMPROVEMENT at INLET
OF (1) 3.1m x 2.7m RCBC
DETAIL 11 : STA 2+61.3 -RPA-
ESTIMATED DRAINAGE DITCH
EXCAVATION = 440m3
ESTIMATED DRAINAGE DITCH
?xEXCAVATION = 650 m 3
2:1 SIDE SLOPES
(TYP.)
EXISTING CHANNEL
1.2m BASE WIDTH
TAPER BASE
WIDTH
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CHANNEL RELOCATION at INLET
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Y 11.5m

CHANNEL at 1-485 OUTLET
DETAIL IV
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 10 OF 13
ESTIMATED DRAINAGE DITCH
EXCAVATION = 4870m3
E
W r•i
? E
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ESTIMATED DRAINAGE DITCH
- EXISTING GROUND EXCAVATION = 760m3
VARIES
T1 T1
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DETAIL V , SEC M-M
SEE CSRS 2 AND ? OF 3
RETAIN EXISTING
CHANNEL BASE
CHANNEL at SRV-E- INLET
DETAIL VI
ESTIMATED DRAINAGE DITCH EXISTING GROUND ESTIMATED DRAINAGE DITCH
EXCAVATION = 640rrt3 EXISTING GROUND
EXCAVATION = 46Om3 VARIES VARIES /7" T Ti T1
TI 00 - E ?-
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0 13.Om WIDTH TO EX BASE
CHANNEL at SRV -E- OUTLET TYPICAL downstream of SRV -E- CULVERT
DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
WW- SCALE AS SHOWN
SHEET I I OF _I3

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NANCY BLACK NORELLI
SITE F DB. 6960 PG. 325
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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
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DIVISION 017 IJIGI-1WAYS
1v F'CKLI NI3URG COUNTY
PROJECT: S. 1671601 (R-2123 BA)
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGIIWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671601 (R-2123 BB)
PROPOSED CHARLOTTE
OUTER LOOP
SHEET 2 OF 8
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c??t) Il,a -t-i- - PR0JE-CT:8.LJG716I0 ( R2123CC 71- )
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FILL IN SURFACE WATERS

N.C. DEPT. OF 'T'RANSPORTATION
DIVISION OF 141CYI-IWAYS
MECKLENBURG COUNTY
PROJECT: 5.1671601 (R-2123 BB)
PROPOSED CI-IARLOT7'1L
OUTER LOOP
SHEET OF R
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PROJECT: 8.1671601 (R-2123BB)
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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.1671001 (11-2123BB)
PROPOSED
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tt3,,? DIVISION OF HIGHWAYS
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NAME' AND ADDIZI?SS
PARCEL NO. OWNER'S NAME; ADDRESS
1 HOLCOMIII-", B'E'TA PATRICIA 12215 PLAZA RD. EIXT.
JAMES 1). CHARLOTTE, NC 28215
WILLIAM 1:.
2 MID SOUTH II'A,m-lIt Sl"STIsMS INC. RFD 1
SHERRILS FORD, NC 28073
3 NCDOT
(WAS - REAL, 1'sSTA'I'E PLANNING
& DEVELOPMENT)
4 MARTHA HACKI;l' GRODZICKI
12 RUTH R STEGALL
(ESTATE:)
13 MICHAEL D.(& WIFE JAMIE S.)
PRYOR
14 VERTIE BARNETT STEGALL
255 CHEROKEE RD.
CHARLOTTE, NC 28207
C/O CATHIE F. STARNES
2321 HIGH RIDGE CHURCH 111).
TIARSHVILLE NC 28103
12930 PLAZA RD. EXT.
CHARLOTTE, NC 28215
13000 PLAZA RD. 11EXT.
CHARLOTTE, NC 28215
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT:8.UG71610 ( R2123CC )
PART OF EAST CHARLOTTE
OUTERLOOP FROM SOUTH
OF SR 2802 (ROCKY RIVER
ROAD) TO SOUTH OF NC 49
(UNIVERSITY CITY BLVD.)
SHEET )'? OF 16

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H

STATE OF NORTH CAROLINA
:r
OCT
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
September 22, 2000
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
ATTN: Mr. John Dorney
Dear Sir:
DAVID MCCOY
SECRETARY
PAYMENT
RECEIVED
001292
SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USACE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
(WQC # 3049) were issued for the subject project. These permits were modified by the
USACE on August 4, 1999 and the DWQ on July 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH. DOT. STATE. NC. US RALEIGH NC
RALEIGH NC 27899-1548
2
I
TABLE 1. East Charlotte Outer Loop (R-2123) Wetland Communities, Quality Analysis,
and i otai impacts
Site Cowardin Schafale & Weakley DWQ Acres
Classification Classification Rating Impacted
Section AC
1 * PEM 1 E Piedmont/Mountain Bottomland Forest 28 0.16
2* PF01 A Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 0.21
Section BA
1 PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PFOIA Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
1 PFOIA Piedmont/Mountain Bottomland Forest 46 1.30
2 PSSIC Piedmont/Mountain Bottomland Forest 37 0.30
SUBTOTAL 1.60
Section CC
1* PFOIA Piedmont/Mountain Bottomland Forest 17 0.02
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.08
3* PSS1C Piedmont/Mountain Bottomland Forest 30 0.24
4* PFOIC Piedmont/Mountain Bottomland Forest 32 0.12
5* PSS1A Piedmont/Mountain Bottomland Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
rtm i t: - raiustrine hmergent Persistent Seasonally Flooded/Saturated
PF01A - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSS 1 C - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFO1C - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSS 1 A - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site 1 in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gum (Liquidambar styraciflua), red maple (Ater rubrum), and various
oaks (Quercus sp.) in the canopy. The shrub species included all the tree species, ironwood
(Carpinus caroliniana), Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), and
green ash (Fraxinus pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncus effusus), sedges
(Carex sp.), microstegium (Microstegium sp.), and poison ivy (Toxicodendron radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fill
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123) Surface Water Impacts
Site Water Body Channel
Impact
(linear feet) Channel
Replaced
(linear feet) Channel
Net Loss
(linear feet) Acres
Impacted
Section AC
A Farm Pond 0.46
B UT to Clear Creek 377 377
C Clear Creek 492 492
D UT to Clear Creek 1230 551 679
E UT to Goose Creek 102 102
F UT to Goose Creek 138 138
SUBTOTAL 2339 551 1788 0.46
Section BA
A Farm Pond 0.33
B UT to Mckee Creek 484 484
C McKee Creek 1083 1083
SUBTOTAL 1567 1567 0.33
Section BB
A Farm Pond 0.57
B* UT to Reedy Creek 442 360 82
C* Farm Pond 0.32
SUBTOTAL
-------------------------------------------- 442
------------------ 360
----------------- 82
------------------ 0.89
---------------
4
Table 2. Continued
------ ------------------------------------------------
Section CC
A* Crosire Creek 330
B* UT to Crosire Creek 2710
C UT to Back Creek 299
D Back Creek 510
SUBTOTAL 3849
TOTAL 8197
4
-------------------------------------------------------
330
2710
299
510
3849
911 7286 1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area, NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
matches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the June 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accounting of the Long Creek Mitigation Site
Long Creek TIP TIP TIP TIP TIP
DEBIT DEBIT DEBIT DEBIT ` DEBIT
Mecklenburg Co.
Habitat Acres at Start: R-211 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.54 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
William D. Gilmore, PE, Manager
Planning and Environmental Branch
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
IN REPLY
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REFER TO March 7, 2000
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC
Mr. William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 2761 1-5201
Dear Mr. Gilmore:
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creek, 1VIcKee Creek, Ciear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (I-485) between interstate Highway 85 and Idlewild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All other
conditions of your permit and permit modifications remain in full force and effect.
If the permitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

James W. DeLony
Colonel, U.S. Army
District Engineer
1' \ V
Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
I
NORTH CAROLINA
MECKLENBURG COUNTY
4/6/99
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
THIS AGREEMENT, made and entered into this the 23-4 dad, of
1999, between the DEPARTMENT OF TRANSPORTATION. an
agency of the State of North Carolina, hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETF'.
WHEREAS, DOT has prepared and adopted plans to make certain highway
constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 BB); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,

2
WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS, WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow:
1. WRC shall be responsible for developing a mitigation plan for 3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOTS policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC
3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOI needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in two (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the work
on a costs plus basis. WRC will be responsible for required maintenance for c--
additional ten (10) years after completion of this project

4
5
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY:
Title: C?t+ F 7t.?c?.,Y F)??
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
BY: 'e-
Title:
NORTH CAROLINA DEPARTMEN'
OFT N . f ORT?ATION
BY:
STATE HIGHWA%
ADMINISTRATOR
APPROVED AS TO FORM
BY:
ISTANT
GENERAL
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STATE PROJ: 8.U671613 (R-2123AC)
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NC DEPT. OF TRANSPORTATION
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MECKLENBURG COUNTY

DETAIL V STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
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OF NC 218 TO NORTH OF NC 51
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DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROD: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 10 OF 13
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ESTIMATED DRAINAGE DITCH
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DETAIL V , SEC M-M
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ESTIMATED DRAINAGE DITCH EXISTING GROUND ESTIMATED DRAINAGE DITCH
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DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
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I HOLCOMIM E.T I'A PA,nuCIA 12215 PLAZA RD.
.ZANIES 11. CHARLOTIT"s, NC 28215
WILL1A hl I's.
2 MID SOtTTH IVAT1:R S1-ST1:MS INc. RF1> I
SHERRILS FORD, NC 28073
3 NCDO'I'
(WAS - RI-"Al, ESTATE PLANNING
& DEVELOPMENT)
4 MARTHA HACKEY GRODZICK1
12 RUTH R STEGALL
(ESTATE)
13 MICHAEL D.(& WIFE JAMIE S.)
PRYOR
Id VERTHE, BARNI;'I'T STEGALI,
255 CHI;ROKI:E RD.
CHARLOTTE, NC 28207
C/O CATHIE F. STAItNES
2321 HIGH RIDGE, CHURCH RD.
TIARSHVILLE NC 28103
12030 PLAZA RD. EXT.
CHARLOrri-,., NC 28215
13000 PLAZA 1t D. I31'I'.
CHARLOTTE, NC 28215
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT:8.UG71G10 ( R2123CC )
PART OF EAST CHARLOTTE
OUTERLOOP FROM SOUTH
OF SR 2802 (ROCKY RIVER
ROAD) TO SOUTH OF NC 49
(UNIVERSITY CITY BLVD.)
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~ STATE OF NORTH CAROLINA j
DEPARTMENT OF TRANSPORTAPON,P?','?'-j =``
JAMES B. HUNT 1R. _ DAVID MCCOY
GOVERNOR SECRETARY
September 22, 2000
PAYMENT
Department of Environment and Natural Resources RECEIVED
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
ATTN: Mr. John Dorney 001292
Dear Sir:
SUBJECT: APPLICATION FOR AN INDIVIDUAL WATER QUALITY
CERTIFICATION FOR THE EAST CHARLOTTE OUTER LOOP IN
MECKLENBURG COUNTY, TIP NO. R-2123.
On June 18, 1996 and December 18, 1995 respectively, the United States Army
Corps of Engineers (USACE) 404 Individual Permit (Action ID #199504596) and the
North Carolina Division of Water Quality (DWQ) 401 Water Quality Certification
(WQC # 3049) were issued for the subject project. These permits were modified by the
USACE on August 4, 1999 and the DWQ on July 30, 1999. Since the modified permit
expired on December 31, 1999, the NCDOT applied for permit extensions in a letter
dated December 17, 1999. The USACE extended the completion date for the project to
December 31, 2003 in a letter dated March 7, 2000. A copy of this letter is attached.
However, since the DWQ received the letter after January 1, 2000, the original WQC
expired and it became necessary for NCDOT to apply for a new WQC. The purpose of
this letter is to obtain a new WQC for completion of this project.
WETLANDS
As described in the March 12, 1999 permit modification application, jurisdictional
wetlands not identified in the original permit were discovered on sections AC and CC.
There have been no changes in project design or jurisdictional impacts since the 1999
WQC permit modification. However, section AB is complete, therefore, a permit is now
required for section AC, AD, BA, BB, and CC. Table 1 shows the wetland communities,
quality analysis, and acres of impact for each section of the project. The wetlands sites
permitted via the 1999 modification are indicated with and asterisk. Section AD is not
listed in the Table since there are no wetland or stream impacts for this section.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27899-1548
2
TABLE 1. East Charlotte Outer Loop (R-2123) Wetland Communities, Quality Analysis,
and Total impacts
Site Cowardin Schafale & Weakley DWQ Acres
Classification Classification Rating Impacted
Section AC
1 * PEM 1 E Piedmont/Mountain Bottomland Forest 28 0.16
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.05
SUBTOTAL 0.21
Section BA
I PEM 1 E Piedmont/Mountain Bottomland Forest 24 0.88
2 PFOIA Piedmont/Mountain Bottomland Forest 48 0.83
SUBTOTAL 1.71
Section BB
1 PFOIA Piedmont/Mountain Bottomland Forest 46 1.30
2 PSS1C Piedmont/Mountain Bottomland Forest 37 0.30
SUBTOTAL 1.60
Section CC
1* PF01A Piedmont/Mountain Bottomland Forest 17 0.02
2* PFOIA Piedmont/Mountain Bottomland Forest 17 0.08
3* PSS I C Piedmont/Mountain Bottomland Forest 30 0.24
4* PFOIC Piedmont/Mountain Bottomland Forest 32 0.12
5* PSS1A Piedmont/Mountain Bottomland Forest 16 0.13
SUBTOTAL 0.59
TOTAL 4.11
FEE i E - raiustrine rmergent Persistent Seasonally Flooded/Saturated
PFOIA - Palustrine Forested Broad-leaved Deciduous Temporarily Flooded
PSSIC - Palustrine Scrub-Shrub Broad-leaved Deciduous Seasonally Flooded
PFO1 C - Palustrine Forested Broad-leaved Deciduous Seasonally Flooded
PSS I A - Palustrine Scrub-Shrub Broad-leaved Deciduous Temporarily Flooded
* Were mitigated for in the July 1999 modification
The wetland vegetation was basically similar for the wetlands in all sections except for
site I in section AC and site 1 in section BA, both of which are located in a pasture and
comprised of herbaceous vegetation. The remaining sites are either wooded or scrub-shrub and
are dominated by sweet gum (Liquidambar styraciflua), red maple (Ater rubrum), and various
oaks (Quercus sp.) in the canopy. The shrub species included all the tree species, ironwood
(Carpinus caroliniana), Chinese privet (Ligustrum sinense), black cherry (Prunus serotina), and
green ash (Fraxinus pennsylvanica). The herbaceous and vine layers contain seedling tree and
shrub species, Japanese honeysuckle (Lonicera japonica), soft rush (Juncus effusus), sedges
(Carex sp.), microstegium (Microstegium sp.), and poison ivy (Toxicodendron radicans).
The "Acres Impacted" column in Table 1 reflects total impacts due to permanent fill and
mechanized clearing in wetlands. The total for the project is 4.11 acres. Drawings have been
provided for the sites in Sections AC, BA, and BB. The impacts on each section are itemized in
the summary sheets however, the mechanized clearing impacts are included in the permanent fll
column. Method III mechanized clearing will be used throughout the project.
3
Drawings are not available for Section CC. The original wetland files were misplaced.
NCDOT attempted to relocate the wetland boundaries, however they had already been filled by
the road construction project. Some of the filling activities did occur after January 1, 2000.
Therefore, the 0.59 acre of impact resulting from Section CC is being applied for after-the-fact.
SURFACE WATERS
Table 2 lists the acres of impact and the linear feet of channel loss for each site. The
"Acres Impacted" column includes permanent fill and excavation of ponds and totals 1.68 acres.
The total channel loss for the project is 8197 linear feet. However, 911 linear feet will be
relocated on site, resulting in a net loss of 7286 linear feet of stream channel. The station number
for each site is listed on the summary sheets in the permit drawings.
Besides the additional wetland impacts, there are additional impacts to surface waters that
were not accounted for in the original permit; two crossings of perennial streams on section CC
and one crossing of a perennial stream and a farm pond on section BB. These are also indicated
in Table 2 with an asterisk. The stream crossings on section CC were omission errors in the
original permit while the stream and pond on section BB will be impacted due to a grade change
at the intersection of the proposed highway and SR 2803 (Plaza Road Extension). All the
impacts are detailed in Table 2.
TABLE 2. East Charlotte Outer Loop (R-2123) Surface Water Impacts
Site Water Body Channel Channel Channel -Acres
Impact Replaced Net Loss Impacted
(linear feet) (linear feet) (linear feet)
Section AC
A Farm Pond
B UT to Clear Creek
C Clear Creek
D UT to Clear Creek
E UT to Goose Creek
F UT to Goose Creek
SUBTOTAL
Section BA
A Farm Pond
B UT to Mckee Creek
C McKee Creek
SUBTOTAL
Section BB
A Farm Pond
B* UT to Reedy Creek
C* Farm Pond
0.46
377 377
492 492
1230 551 679
102 102
138 138
2339 551 1788 0.46
0.33
484 484
1083 1083
1567 1567 0.33
0.57
442 360 82
0.32
SUBTOTAL 442 360 82 0.89
------------------------- ----------------------------------------------------------------------------
4
Table 2. Continued
---------------------------------------------------------------------------------------------------------------
Section CC
A* Crosire Creek 330 330
B* UT to Crosire Creek 2710 2710
C UT to Back Creek 299 299
D Back Creek 510 510
SUBTOTAL 3849 3849
TOTAL 8197 911 7286 1.68
* Were mitigated for in the July 1999 modification
MINIMIZATION
As was committed to in the March 7, 2000 application and subsequently permitted by the
WQC, NCDOT will relocate the unnamed tributary to Crosire Creek between the proposed
roadway and the adjacent hill. Due to the narrowness of this area, NCDOT is limited in the
techniques available to this relocation design. However, NCDOT was able to create a design that
snatches the existing grade of the existing creek and has provided low flow channels in the areas
wide enough to accommodate them. The design is shown on sheets 3 - 14 of 18 of Section CC.
While NCDOT realizes that this relocation does not provide the same functions as the existing
stream and cannot be considered equitable onsite mitigation, NCDOT believes this effort does
warrant reducing the mitigation ratio for this particular stream to 1:1.
MITIGATION
The Long Creek Mitigation Site was utilized to compensate for the 6.75 acres of wetland
AND surface water impacts identified in the original permit. It was also used to compensate for
the additional 0.80 acre of wetland impact that was authorized in the June 1999 permit
modification. A full accounting of the Long Creek Mitigation Site is provided in Table 3
Table 3 Accounting of the Long Creek Mitigation Site
Long Creek TIP TIP TIP` TIP TIP
DEBIT "DEBIT> DEBIT DEBIT DEBIT
Mecklenburg Co.
Habitat Acres at Start: R-21 1 R-2123
(Orig.) R-2248
(AB,AC) U-2506 R-2123
(Mod.) Acres
Remaining
SPH Rest/Crea 42.9 7.2 15.0 2.54 9.8 1.6 6.76
Total 42.9 7.2 15.0 2.54 9.8 1.6 6.76
After taking into account the minimization efforts described above, 3194 linear feet of
surface water impacts required off-site mitigation. NCDOT entered into an agreement with the
North Carolina Wildlife Resource Commission to provide the stream mitigation. A copy of that
agreement is attached. No mitigation was proposed for the 1.68 acres of farm ponds that are
being impacted by the project.
It is requested that these activities be authorized through a renewal of the modified WQC
3049. If you have any questions or need any additional information, please contact Mr. Michael
Wood at [phone].
Sincerely,
William D. Gilmore, PE, Manager
Planning and Environmental Branch
cc: Mr. David Franklin, USACE, NCDOT Coordinator
Mr. Steve Lund, USACE-Asheville, NCDOT Coordinator
Mr. David Cox, NCWRC
Mr. John Hefner, USFWS
Mr. B. G. Payne, P.E., Division 10 Engineer
IN REPL
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
Y REFER TO March 7, 2000
Action ID No. 199504596, TIP R-2123 AB, AC, AD, BA, BB, CC
Mr. William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 2761 1-5201
Dear Mr. Gilmore:

A
In accordance with your written request of December 17, 1999, the completion date of your
Department of the Army permit issued on June 18, 1996 and subsequently modified on
August 4, 1999 to place fill material into 5.19 acres of surface waters and 7.55 acres of wetlands
in and adjacent to Stony Creek, Mallard Creek, Reedy Creek, Crosire Creek, McKee Creek, Ciear
Creek Goose Creek and Stevens Mill Creek to facilitate the construction of the East Charlotte
Outer Loop (1-485) between Interstate Highway 85 and Idlcwild Road near Charlotte,
Mecklenburg County, North Carolina is hereby extended until December 31, 2003. All other
conditions of your permit and permit modifications remain in full force and effect.
If the permitted work is not completed on or before the date herein specified, the
authorization, if not previously revoked or specifically further extended, will cease and become
null and void.
Sincerely,

James W. DeLony
Colonel, U.S. Army
District Engineer
0
0
V-1
Copies Furnished:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
Attention: CAM04
439 West York Street
Norfolk, Virginia 23510
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Hennessy
Division of Water Quality-Wetlands Section
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
I
NORTH CAROLINA
MECKLENBURG COUNTY
4/6/99
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
AND
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
REIMBURSEMENT AGREEMENT
PROJECT: R-2123 AC, BB, CC
THIS AGREEMENT, made and entered into this the -2,3-4 dad, of
1999, between the DEPARTMENT OF TRANSPORTATION. an
agency of the State of North Carolina. hereinafter referred to as DOT, and the NORTH
CAROLINA WILDLIFE RESOURCES COMMISSION, hereinafter referred to as WRC;
WITNESSETN
WHEREAS, DOT has prepared and adopted plans to make certain highway
constructions and improvements under Project R-2123 AC, BB, CC, Mecklenburg County,
said plan consisting of the construction of the 1-485 (Charlotte Outer Loop) from south of
NC 218 to north of NC 51 (R-2123 AC); from south of SR 2808 (Camp Stewart Road) to
south of SR 2802 (Rocky River Church Road) (R-2123 8B); and from south of SR 2802
(Rocky River Church Road) to NC 49 (the Project); and,
WHEREAS, the U. S. Army Corps of Engineers, hereinafter referred to as COE, and
other resource agencies have expressed concern regarding the expected primary and
secondary impacts on streams and tributaries due to channel relocations and culvert
installations associated with the construction of said Project; and,
.
2
WHERAS, DOT has agreed to perform certain stream enhancement mitigation at a
1:1 and/or 2:1 ratio to address these concerns and meet the permitting requirements for the
construction of Project R-2123 AC, BB, CC; and,
WHEREAS, DOT has requested WRC to undertake the planning and
implementation of the agreed to off-site stream enhancement mitigation that cannot be
provided at any other approved DOT mitigation site; and,
WHEREAS, WRC has agreed to perform said mitigation subject to the conditions
hereinafter set forth.
NOW, THEREFORE, the parties hereto, each in consideration of the promises and
undertakings of the other as herein provided, do hereby covenant and agree, each with the
other, as follow.
1. WRC shall be responsible for developing a mitigation plan for 3194 linear feet of
off-site stream enhancement mitigation for impacts associated with the
construction of the Project. Streams selected shall be in Goose Creek River
Basin located in the Yadkin River Basin. Typical enhancement measures may
include, but not be limited to, stream bank stabilization and/or re-vegetation,
installation of fish habitat structures, fish stocking, and fencing livestock out of
the stream or constructing managed livestock watering facilities. Said plan shall
be reviewed and approved by the COE. All work shall be in accordance with
DOTS policy and procedures and subject to DOT's review and approval.
2. DOT shall be responsible for purchasing and obtaining all easements or sites
needed to implement the approved mitigation plan at the required ratios. WRC
3
shall help identify the preferred mitigation areas but shall not be involved in
securing said easements.
3. WRC shall be responsible for all physical stream restoration activities as set out
in the approved mitigation plan. All work shall be subject to the review and
approval of DOT and comply with federal and state guidelines and procedures.
4. WRC shall complete work set forth in this Agreement within five (5) years from
the date of execution of this Agreement or within three (3) years of the date of
receipt of the easement, whichever is later. In the event DOT needs an extended
period of time to obtain the necessary easements, the period of time for WRC to
perform the mitigation tasks shall be adjusted.
5. DOT shall pay WRC for said mitigation work as set out above at the rate of fifty
dollars ($50.00) per linear foot of stream restored up to a maximum amount of
$159,700 (3194 linear feet). Reimbursement to WRC shall be made in two (2)
payments. The first payment of $79,850 shall be made upon execution of this
agreement and within 30 days of receipt of an invoice from WRC. The final
payment of $79850 shall made upon completion of 3194 linear feet of restoration,
and acceptance of the project as complete by DOT. Reimbursements for each
installment shall be made upon receipt of an invoice and appropriate
documentation from the WRC, and approval of said invoice and documentation
by DOT's Manager of the Project Development and Environmental Analysis
Branch and the Fiscal Section. A final invoice must be submitted within one (1)
year of completion of said work.
4
6. WRC shall maintain all books, documents, papers accounting records, and such
other evidence as may be appropriate to substantiate costs incurred under this
Agreement. Further, WRC shall make such materials available at its office at all
reasonable times during the contract period, and for three (3) years from the date
of final payment under this Agreement, for inspection and audit by the DOT's
Fiscal Section.
7. WRC shall be responsible for meeting the established success criteria of the
mitigation plan. DOT shall be responsible for all costs associated with any
required maintenance for a period of five (5) years after completion of the work
on a costs plus basis. WRC will be responsible for required maintenance for c-
additional ten (10) years after completion of this project
5
IN WITNESS WHEREOF, this Agreement has been executed, in duplicate,
the day and year heretofore set out, on the part of DOT and WRC by authority duly
given.
WITNESS:
BY: ?-.-
Title: CL+ Fe}
APPROVED AS TO FORM
BY:
NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION
BY: ez"k 'e-
Title:
NORTH CAROLINA DEPARTMEN-7
OF NSpORT/ATION
BY: ?l-
STATE HIGHWA,`
ADMINISTRATOR
SISTANT ATTORNEY GENERAL
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ESTIMATED DRAINAGE DITCH
EXCAVATION = 170m-'

?ICV
ESTIMATED DRAINAGE DITCH `
EXCAVATION = 90m3
\?f 2:1 SIDE SLOPES
(Ty'-)
L TAPER EXISTING CHANNEL
BASE WIDTH 2.1m BASE
2.1m-3.1m
CHANNEL IMPROVEMENT at INLET
OF (1) 3.1 m x 2.7m RCBC
DETAIL 11 : STA 2+61.3 -RPA-
ESTIMATED DRAINAGE DITCH
EXCAVATION = 440m3
ESTIMATED DRAINAGE DITCH
EXCAVATION = 650 M3
2:1 SIDE SLOPES
(TYP.)
EXISTING CHANNEL
1.2m BASE WIDTH
TAPER BASE
WIDTH
1.2m-2.7m
CHANNEL RELOCATION at INLET
OF (1) 2.7m x 2.7m RCBC
DETAIL -IL: STA 17+99.1 -Y29-
mffg?-
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
SCALE AS SHOWN
SHEET 10 OF 13
EXISTING GROUND
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DETAIL IV
ESTIMATED DRAINAGE DITCH
EXCAVATION = 4870m3
v) E
w ?
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ESTIMATED DRAINAGE DITCH
EXISTING GROUND EXCAVATION = 780m3
VARIES
T1 r_ TI
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L T3 C-4 0. m
T4 T4 g
T2
EXISTING GROUND
L--4
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BENCH BENCH WIDTH RETAIN EXISTING CHANNEL BASE BENCH WIDTH
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DETAIL V , SEC M-M
SEE CSRS 3 AND ? OF 3
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W/FILTER FABRIC
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RETAIN EXISTING
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CHANNEL at SRV-E- INLET
DETAIL VI
ESTIMATED DRAINAGE DITCH
ESTIMATED DRAINAGE DITCH EXISTING GROUND EXCAVATION - 40 EXISTING GROUN[
EXCAVATION = 460m3 VARIES VARIES
T TI T1
T1 w
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CHANNEL at SRV -E- OUTLET TYPICAL downstream of SRV -E- CULVERT
DETAIL VII DETAIL VIII
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
OF NC 218 TO NORTH OF NC 51
MET SCALE AS SHOWN
SHEET I I F 13
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DONALD DENNY ALLEN
DO. 4060 PG. 173 j?

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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
STATE PROJ: 8.U671613 (R-2123AC)
CHARLOTTE OUTER LOOP FROM SOUTH
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N.C. DEPT. 017 TIUWSPORTATION
DIVISION 017 HIGHWAYS
MI CKLENBURG COUNTY
PROJECT: 3.1671601 (R-2123) BA)
PROPOSED CHARLOTTE
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N.C. DEPT. OF TRANSPORTATION
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DIVISION OF HIGHWAYS
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N. C. DEVT. 01- TRA NSI'oR"C,1.'I'10N
DIVISION OF HIGHWAYS
TIECKLENUURG COUNTY
llJ(0JI (-I': 8.v(p 1(.10 ( 1(2123CC
PART 01: E' A ST CI 1,11MOTTE
own-lRLOOI, I-imm SOUTFI
OF SR 21302 (ROCKY RIVER
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(UNIVI?RSITY I'I'I" 111., VD.)
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1 HOLCOMBE, 1;'1" E'A PATRICI A
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NVILI,1A1.1 I;.
2 MID SOU'T'H WATl;lt s)'s'n.,ms IN(,
3 NCDO'r
(WAS - REAL ESTATE PLANNING
K DEVELOPMENT)
4 MARTHA HACKI;I' GRODLICKI
12 RUTH R STE'GALL
(ESTATE)
13 MICHAEL D.(& WIFE JAMIE S.)
PRYOR
14 VERTIE BARNETT STEGALL
ADDRESS
Is1T.
12215 PLAZA 10).
CHAItLOTT1;, NC 28215
ltl-'D I
SHEIRRILS FORD, NC 28L73
255 CHEROKEE RD.
CH A R I,O'1" rE, NC 28207
CIO CATHIF F. STARNE.S
2321 HIGH RIDGE, CHURCH It[).
1?1ARSHVILLE NC 28103
12930 PLAZA RD. EXT.
CHARLOTTE',, NC 28215
13000 PLAZA RD. 1;1'1'.
CHARLOTTE', NC 28215
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
PROJECT: 8.U671610 ( R2123CC >
PART OF EAST CHARLOTTE
OUTERLOOP FROM SOUTH
OF SR 2802 (ROCKY RIVER
ROAD) TO SOUTH OF NC 49
(UNIVERSITY CITY BLVD.)
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