CABAR-2017-064_MRO HISTORICAL FILE_20200303

ROY COOPER
Governor
N;
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR
Energy Mineral interim Director
and Land Resources
ENVIRONMENTAL QUALITY
June 25, 2018
City of Concord
Attention: Phillip Graham, P.E., Transportation Director
26 Union Street South
Concord, North Carolina 28025
RE: Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus
Dear Mr. Graham
On April 25, 2018, personnel of this office inspected a project located on Warren C Coleman
Boulevard, Concord in Cabarrus County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act (SPCA) of 1973 and General
Permit - NCG 010000 to Discharge Stormwater Under The National Pollutant Discharge Elimination
System for Construction Activities (Construction Stormwater Permit NCG 010000).
In your response letter dated May 21, 2018, you stated that all corrective actions as identified in
the Notice of Violation (NOV) have been completed including:
• Coordinated with Alan Johnson of the Mooresville Regional Water Quality Operations Section to
remove sediment from the stream.
• Sediment has been removed from the stream within the confines of the site and pictures of the
repaired areas have been sent to Alan Johnson.
e Met With representatives of the general contractor, KMD Construction and informed them of the
violations and the required measures to be taken immediately.
KMD removed all sediments from the stream within the confines of the site by hand, removed
--------------
sediments below the fill slopes, repaired all downed silt fence and installed secondary row of silt
- fencealongcritical areas with additional stone outlets. This work was -completed on May 8, 2018.
• Sediment Trap 1 of the approved Erosion Control Plan Phase I has been completed and has been in
operation since May 7, 2018.
• Sediment Basin 1 of the Erosion Control Plan Phase I is installed according to the approved plan.
• Installed erosion control matting, slope drains, and temporary ditches.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 I, Mooresvil le, NC 28115
704 663 1699 T

Letter of Receipt of Erosion Control Plan
Dependable Development, LLC
June 25, 2018
Page 2 of 2
® Provided the requested rainfall data and self -monitoring records from February 25, to April 25,
2018.
® Installed erosion and sediment control devices sufficient to retain sediment within the approved
limits of disturbance.
® Maintained -all sedimentation and erosion control measures as specified in the approved plan and as
required to prevent sedimentation from your site.
® Provided an adequate stream buffer zone of sufficient width to confine visible sedimentation within
the 25 % of the buffer nearer the land disturbance using natural or artificial means at the wetland and
along the stream.
® Repaired all rills gullies on site.
® Removed all sediment beyond the limits of disturbance and stabilize the area.
® Removed all accumulated sediment below the fill slopes.
® Repaired/replaced all downed/damaged silt fencing and stone outlets.
® Installed the sediment basin, skimmer and baffles as required per your approved plan.
® In addition to continue with the self -monitoring reports, City of Concord staff will have weekly
meetings with the contractor to go over the condition of the erosion control measures and installation
of new ones as grading of the site progresses.
Our Inspector has visited the site on June 20, 2018 for a follow up inspection and has found the
site to be back in compliance. Please continue with your increased oversight to ensure the project
remains in compliance.
Sincerely,
Zahid Khan, CPM, CPESC, CPSWQ
Land Quality Section

North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
County: Cabarrus
Project: Concord Traffic Management Center
River basin: Yadkin Pee Dee
Person Financially Responsible: Phillip Graham
Project #: CABAR-2017-064
Address: 26 Union Street South, concord, NC 28025
1. Project location:
Concord
Pictures: No: r- Yes: rv-' Video: r- Digital:
2. Weather & soil conditions: f sunny, 85, workable soils First inspection: Yes: I— No:
3. Is site currently under notice of violation? Yes: r No:
4. Is the site in compliance with S.P.C.A. and rules? Yes: ry No: I-" If no, check violations below:
5.
Violations:
f—
a. No approved plan, G.S. 113A-57 (4) and 15A NCAC 413.0107(c)
r
g. Inadequate buffer zone, G.S. 113A-57(I)
r
b. Failure to follow approved plan; G.S. I I3A-57(5)
r
h. Graded slopes and fills too steep,
r
c. Failure to submit revised plan, G.S. I I3A-54.1(b) and
G.S. 113A-57(2) or 15A NCAC 4B..0124(d)
15A NCAC 413.0118(a)
r
i. Unprotected exposed slopes, G.S. 113A-57(2)
d. Failure to provide adequate groundcover, G.S. 113A-57(3);
r
J. Failure to maintain measures, 15A NCAC 413.0113
15A NCAC 413.0107(b) or 15A NCAC 413.0124(e)
r
k. Failure to self -inspect G.S. I I3A-54.1(e) and
r
e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
15A NCAC 48.0131
f. Failure to take all reasonable measures, 15A NCAC 413.0105
1. Other describe) )
6.
Is the site in compliance with NPDES Permit NCG 010000?
Yes: lv No: r- Not Applicable: I —
If no, check violations below:
r
in. Failure to manage construction site pollutants, NCG 010000 Sec. II, B. 114
r. Failure to have approved plan and NPDES
r
n. Failure to provide ground stabilization, NCG 010000 Sec. II, B.2
permit on site, NCG 010000 Sec. III, 3(d)
o. Failure to maintain rain gauge or record daily rainfall,
s. Failure to install and maintain BMP's,
NCG 010000 Sec. II, 13.3(a,b)
NCG 010000 Sec. III, 4
p. Failure to meet self -inspection and reporting requirements,
t. Failure to operate and maintain control
NCG 010000 Sec. II, B.3(c-i)
measures, NCG 010000 Sec. IV, 1
q. Failure to dewater sediment basin from surface,
u. Bypass of stormwater control facilities,
NCG 010000 Sec. II, B.4
NCG 010000, Sec. IV, 3
v. Other (describe)
7.
Has sedimentation damage occurred: since last inspection
1` at 1" inspection? Yes: No: ry
Ifyes,_where? (check all that apply): _
Lake/natural watercourse on the tract: f— Lake/natural watercourse off the tract: r- Other property:
Description:
Stormwater Discharge Outfall with sediment loss:l
Degree of damage: slight: l— moderate: r severe : 1`"
Rievi:sion Date 09092011 Page I of 2

Emu=,
North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
Rick Blaf, P.E. Deputy City Engneer
8. Contact made with: Title:
6/25/2018
Date Inspection report sent to financially responsible party:
Michael Peveler Ousmane Sidibe
Report by: Others present: _
m 1.30
Date of inspection; 6/20l2018 Time arriving on site; 1 "'OOpm Time leaving site: p
cc:
9. Corrective actions needed
10. Comments:
This site was in compliance at the time of Inspection. This site is no longer under a notice of violation.
If you have any questions please contact this office at 704-235-2149 or [e-mail]
Revision Date 09092013 Page 2 of 2

North Carolina Department of E
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
County: Cabarrus Project: Concord Traffic Management Center River basin: Yadkin Pee Dee
Person Financially Responsible: Phillip Graham Project #: CABAR-2017-064
Address: 26 Union Street South, concord, NC 28025
1. Project location:
Concord
Pictures: No: Yes: R Video: F! Digital: R7
sunny, 75, v`orkable soils 'First inspection: Yes:' No: l
2. Weather & soil conditions: --- — — — !
3. Is site currently under notice of violation? Yes: 71 No: 177
4. Is the site in compliance with S.P.C.A. and rules? Yes: 17,
No: R If no, check violations below:
5. Violations:
l _`i a. No approved plan, G.S. 113A-57 (4) and 15A NCAC 48.0107(c) r
g. Inadequate buffer zone, G.S. 113A-57(1)
b. Failure to follow approved plan, G.S. 113A-57(5) h
h. Graded slopes and fills too steep,
c. Failure to submit revised plan, G.S. 113A-54.1(b) and
G.S. 113A-57(2) or 15A NCAC 4B.0124(d)
15A NCAC 4B.0118(a)
i. Unprotected exposed slopes, G.S. 113A-57(2)
d. Failure to provide adequate groundcover, G.S. 113A-57(3); P70
j. Failure to maintain measures, 15A NCAC 413.0113
15A NCAC 48.0107(b) or 15A NCAC 413.0124(e)
k. Failure to self -inspect G.S. 113A-54.1(e) and
R. e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
15A NCAC 413.0131
l� f. Failure to take all reasonable measures, 15A NCAC 4B.0105
1. Other describe))
6. Is the site in compliance with NPDES Permit NCG 010000? Yes: r No: R Not Applicable: ri
If no, check violations below:
r m. Failure to manage construction site pollutants, NCG 010000 Sec. II, B.1 L7
r. Failure to have approved plan and NPDES
n. Failure to provide ground stabilization, NCG 010000 Sec. II, B.2
permit on site, NCG 010000 Sec. III, 3(d)
7' o. Failure to maintain rain gauge or record daily rainfall, P70
s. Failure to install and maintain BMP's,
NCG 010000 Sec. II, B.3(a,b)
NCG 010000 Sec. III, 4
p. Failure to meet self -inspection and reporting requirements, 117"
t. Failure to operate and maintain control
NCG 010000 Sea II, B.3(c-i)
measures, NCG 010000 Sec. IV, 1
R q. Failure to dewater sediment basin from surface,
u. Bypass of stormwater control facilities,
NCG 010000 Sec. II, B.4
NCG 010000, Sec. IV, 3
v. Other (describe)
7. Has sedimentation damage occurred: RZ since last inspection
rii at V inspection? Yes: r7l, No: R
If yes, where? (check all that apply):
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other property:
Description:
Stormwater Discharge Outfall with sediment loss:
Degree of damage: slight: r moderate: r7, severe : r
8. Contact made with.
Date Inspection report sent to financially responsible party:
6 8-2018 -
Michael Peveler Ousmane Sidibe
Report by: — - — Others present: -
5/30/2018 112.30pm m 100pm
Date of inspection: Time arriving on site: Time leaving site. �.
cc:
Revision Date 09092013 Pagel of 2

North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
9. Corrective actions needed
1. Install erosion and sediment control devices sufficient to retain sediment within the approved limits
of disturbance.
2. Maintain all sedimentation and erosion control measures as specified in the approved plan and as
required to prevent sedimentation from your site.
3. Install sediment basin, skimmer, baffles as required per your approved plan.
4. Repair all rills gullies on site.
10. Comments:
Another inspection will be contacted on or after June, 15 2018 and if the Basin is installed per the
approved plan as we discussed on site, I will issue an inspection report that puts you back into compliance.
1. Provide adequate temporary or permanent ground cover on areas where land -disturbing activity has
ceased in 7 or 14 days according to NCG 01000 permit conditions.
2. Provide notification to this Office within 24 hours of any further visible sediment deposition within
the wetlands or stream riparian buffer.
If you have any questions please contact this office at 704-235-2149 or [e-mail]
Revision Date 09092013 Page 2 of 2

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a Tet City of Concord
Attention: Phillip Graham, P.E•,
a
Se Transpo�ation Director ,
C3 SW, 2g Union Street South
Catalina 28025
C16 Concord, North
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so that we can return the card to you.
• Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed tot
City of Concord
Attention: Phillip Graham, P.E.,
Transportation Director
26 Union Street South
Concord, North Carolina 28025
A. -Sig nature;i�' p Agent
❑ Addressee
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If YES, enter delivery address below: ❑ No
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PS Form 3811, Ju1y2015 PSN 7530-02-000-9053

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NCDEQ DEM&LR MRO S
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Mooresville, North Carolina 28in s
Jill lit 11ill to1111f 1111JI11ll1lf111111j1 illill1111111111111ll111

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E (TOBY) VINSON, JR
Interim Director
May 2, 2018
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
GENERAL PERMIT - NCG 010000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
FOR
CONSTRUCTION ACTIVITIES
CERTIFIED MAIL 7016 1370 0000 2595 8679
RETURN RECEIPT REQUESTED
City of Concord
Attention: Phillip Graham, P.E., Transportation Director
26 Union Street South
Concord, North Carolina 28025
RE: Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus
Compliance Deadlines: 15 days from receipt by certified mail for SPCA violations
15 days from receipt by certified mail for Construction
Stormwater Permit NCG 010000 violations
Dear Mr. Graham:
On April 25, 2018, personnel of this office inspected a project located on Warren C Coleman
Boulevard, Concord in Cabarrus County, North Carolina. This inspection was performed to
determine compliance with the North Carolina Sedimentation Pollution Control Act (SPCA) of
1973 and General Permit - NCG 010000 to Discharge Stormwater Under The National Pollutant
Discharge Elimination System for Construction Activities (Construction Stormwater Permit
NCG 010000). The inspection revealed a land -disturbing activity of approximately 30.93 acres
being conducted.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 1 Mooresville, NC 28115
704 663 1699 T

Notice of Violations
City of Concord
May 2, 2018
Page 2 of 5
It is our understanding that you and/or your firm are responsible for this land -disturbing activity.
The purpose of this letter is to inform you that this activity was found to be in violation of the
SPCA, G.S. 113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4
and Construction Stormwater Permit NCG 010000. If you feel that you are not responsible for
the following violations, please notify this office immediately.
The violations of the SPCA that were found are:
1. Failure to conduct a land -disturbing activity in accordance with the approved erosion and
sedimentation control plan. G.S. 113A-57(5).
2. Failure when a land -disturbing activity that will disturb more than one acre is undertaken on
a tract, to install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during
construction upon and development of the tract. G.S. 113A-57(3).
3. Failure to take all reasonable measures to protect all public and private property from damage
by such land -disturbing activities. 15A NCAC 4B .0105.
4. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to
confine visible siltation by natural or artificial means within the 25 percent of that portion of
the buffer zone nearest the land -disturbing activity. G.S. 113A-57(1).
5. Failure within 21 calendar days of completion of any phase of grading, to plant or otherwise
provide exposed graded slopes or fills with temporary or permanent ground cover, devices,
or structures sufficient to restrain erosion. G.S. I I3A-57(2).
6. Failure to install and maintain . all temporary and permanent erosion and sedimentation
control measures as required by the approved plan or any provision of the SPCA, and rules
adopted thereunder, during or after the development of a site. 15 NCAC 4B .0113.
The violations of the Construction Stormwater Permit NCG 010000 that were found are:
Failure to dewater sediment basin from the surface, NCG 010000 Section II. B. 4)
Sediment basins that have a drainage area of greater than one acre shall have outlet structures
that withdraw water from the surface.
2. Failure to install and maintain BMPs and control measures, NCG 010000 Section III. 4)
The permittee must select, install, implement and maintain best management practices
(BMPs) and control measures that minimize pollutants in the discharge to meet the
requirements of this permit.
3. Failure to operate and maintain control measures, NCG 010000 Section IV, 1)

Notice of Violations
City of Concord
May 2, 2018
Page 3 of 5
The permittee shall at all times properly operate and maintain all control measures and
systems of treatment and control (and related appurtenances) which are installed or used by
the permittee to achieve compliance with the conditions of this general permit.
To correct these violations, you must:
1. Coordinate with Alan Johnson of the Mooresville Regional Water Quality Operations Section to
remove sediment from the stream.
2. Install erosion and sediment control devices sufficient to retain sediment within the approved limits
of disturbance.
3. Maintain all sedimentation and erosion control measures as specified in the approved plan and as
required to prevent sedimentation from your site.
4. Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within
the 25 % of the buffer nearer the land disturbance using natural or artificial means at the wetland and
along the stream.
5. Repair all rills gullies on site.
6. Remove all sediment beyond the limits of disturbance and stabilize the area.
7. Remove all accumulated sediment below the fill slopes.
8. Repair/replace all downed/damaged silt fencing and stone outlets.
9. Install sediment basin, skimmer, baffles as required per your approved plan.
Please note that merely planting grass seed does not satisfy the requirements of "vegetative
cover" or of "ground cover sufficient to restrain erosion." These requirements are not
satisfied until an adequate cover of grass or other ground cover (such as properly applied and
secured, mulched seeding or appropriate rip -rap) is established which is, in fact, sufficient to
restrain accelerated or man-made erosion.
SPCA Violations
The violations of the SPCA cited herein may be referred to the Interim Director of the Division
of Energy, Mineral and Land Resources [William E. (Toby) Vinson, Jr.] for appropriate
enforcement action, including civil penalty assessments for an initial one -day violation and/or a
continuing violation. The penalty for an initial one -day violation of the SPCA may be assessed
in an amount not to exceed $5,000.00. The Division of Energy, Mineral and Land Resources is

Notice of Violations
City of Concord
May 2, 2018
Page 4 of 5
not required to provide a time period for compliance before assessing an initial penalty for the
violations of the SPCA cited herein. Please be advised that a civil penalty may be assessed for
the initial day of violations of the SPCA regardless of whether the violations are corrected within
the time period set out below.
In addition, if the violations of the SPCA cited herein are not corrected within fifteen (15)
,calendar days of receipt of this Notice, this office may request that the Interim Director take
appropriate legal action against you for continuing violations pursuant to NCGS 113A-61.1 and
113A-64. A penalty may be assessed from the date of the violation of the SPCA, pursuant to
NCGS 113A-64(a)(1), and for each day of a continuing violation of the SPCA in an amount not
to exceed $5,000.00 per day.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein may be referred
to the Interim Director of the Division of Energy, Mineral and Land Resources [William E.
(Toby) Vinson] for appropriate enforcement action, including civil penalty assessments for a
continuing violation. This Notice serves as a letter of proposed civil penalty assessment. You
have fifteen (15)) calendar days from receipt of this Notice by certified mail to cease the
violations listed above, and to submit in writing reasons why the civil penalty should not be
assessed.
Accordingly, you are directed to respond to this letter in writing within fifteen (15) calendar days
of receipt of this Notice by certified mail. Your response should be sent to this regional office at
the letterhead address and include the following:
1. The date by which the corrective actions listed above have been or will be completed.
2. Rainfall data and self -inspection or self -monitoring records from February 25, to April 25,
2018.
3. A plan of action to prevent future violations.
4. A plan for restoration of sedimentation damage.
5. Reasons why a civil penalty should not be assessed.
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil
penalty assessment of up to a maximum of $25,000.00 per day for each violation. Your above -
mentioned response to this correspondence, the degree and extent of harm to the environment
and the duration and gravity of the violation(s) will be considered in any civil penalty assessment
process that may occur.
Please be advised that any new land -disturbing activity associated with this project should not
begin until the area presently disturbed is brought into compliance with the SPCA and

Notice of Violations
City of Concord
May 2, 2018
Page 5 of 5
Construction Stormwater Permit NCG 010000. When corrective actions are complete, you
should notify this office so that work can be inspected. You should not assume that the project is
in compliance with the SPCA and Construction Stormwater Permit NCG 010000 until we have
notified you. After installation, all erosion control measures must be maintained in proper
working order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the
same time, it is your responsibility to understand and comply with the requirements of the SPCA
and Construction Stormwater Permit NCG 010000, Copies of the relevant statute and
administrative rules may be examined at this office or will be sent to you upon request. Should
you have questions concerning this notice or the requirements of the SPCA and Construction
Stormwater Permit NCG 010000 please contact either Mr. Michael L. Peveler or me at your
earliest convenience.
Sincerely,
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
MLP/OS/cys
Enclosures: Sedimentation Inspection Report
Construction Stormwater Permit NCG 010000
Resources for Technical Assistance — Erosion and Sediment Control
c: State Sediment Specialist .
Supervisor, Regional Water Quality Operations Section

North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
County: Cabarrus Project: Concord Traffic Management Center River basin: Yadkin Pee Dee
Person Financially Responsible: Phillip Graham, PE, Transportation Director Project #: CABAR-2017-064
Address: 26 Union Street South, Concord, North Caroli28025
1. Project location: Warren C Coleman Boulevard
Pictures: No: r Yes: lv Video: r Digital:
2. Weather &soil conditions:
Sunny, 65, workable soils
- - - -
I— 7'
-First inspection: Yes: No:
3. Is site currently under notice of violation? Yes: r-
No:
4. Is the site in compliance with S.P.C.A. and rules? Yes: l-
No: ry-' If no, check violations below:
5. Violations:
l" a. No approved plan, G.S. 113A-57 (4) and 15A NCAC 413.0107(c)
g. Inadequate buffer zone, G.S. I13A-57(1)
lv b. Failure to follow approved plan, G.S. I I3A-57(5)
h. Graded slopes and fills too steep,
h e. Failure to submit revised plan, G.S. 113A-54.1(b) and
G.S. 113A-57(2) or 15A NCAC 413.0124(d)
15A NCAC 413.0118(a)
i. Unprotected exposed slopes, G.S. 113A-57(2)
d. Failure to provide adequate groundcover, G.S. I I3A-57(3); F7
j. Failure to maintain measures, 15A NCAC 413.0113
15A NCAC 413.0107(b) or 15A NCAC 413.0124(e)
k. Failure to self -inspect G.S. I I3A-54.1(e) and
e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
15A NCAC 413.0131
f. Failure to take all reasonable measures, 15A NCAC 4B.0105
1. Other describe) I
, 1 -1
6. Is the site in compliance with NPDES Permit NCG 010000? Yes: h No: Not Applicable:
If no, check violations below:
m. Failure to manage construction site pollutants, NCG 010000 Sec. II, 13.1
r. Failure to have approved plan and NPDES
n. Failure to provide ground stabilization, NCG 010000 Sec. II, 13.2
permit on site, NCG 010000 Sec. III, 3(d)
l o. Failure to maintain rain gauge or record daily rainfall, W- s. Failure to install and maintain BMP's,
NCG 010000 Sec. II, 13.3(a, b)
NCG 010000 Sec. III, 4
p. Failure to meet self -inspection and reporting requirements,
t. Failure to operate and maintain control
NCG 010000 Sec. II, B.3(c-i)
measures, NCG 010000 See. IV, 1
q. Failure to dewater sediment basin from surface,
u. Bypass of stormwater control facilities,
NCG 010000 Sec. 11, 13.4
NCG 010000, Sec. IV, 3
17
v. Other (describe)
--
7. Has sedimentation damage occurred: rV since last inspection
at 1" inspection? Yes: P7 No: r
If yes, where? (check all that apply):
Lake/natural watercourse on the tract: r Lake/natural watercourse off the tract: P Other property:
sediment in stream on adjacent property for 720 feet long 3-4 It wide and approximately 6-8 inches deep.
_
Description: _ _
_
Stormwater Discharge Outfall with sediment loss:
--.- --
- -
Degree of damage: slight: moderate: P severe: f
8. Contact made with:
None Title:
N/A
Date Inspection report sent to financially responsible party: I With NOV
Report by:
Michael Peveler
- Others present:
Ousmane Sidibe
4l25/2018 l :00pm
Time leaving
2:00p m
Date of inspection: Time arriving on site:
site:
cc:a _
Revision Date 0909'%01 3 Page 1 of 2

North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
9. Corrective actions needed
I. Coordinate with Alan Johnson of the Mooresville Regional Water(�uality Operations Section to remove sediment from the stream.
2. Install erosion and sediment control devices sufficient to retain sediment within the approved limits of disturbance.
3. Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent sedimentation
from your site.
4. Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer nearer the
land disturbance using natural or artificial means at the wetland and along the stream.
5. Repair all rills gullies on site.
6. Remove all sediment beyond the limits of disturbance and stabilize the area.
7. Remove all accumulated sediment below the fill slopes.
8. Repair/replace all downed/damaged silt fencing and stone outlets.
9. Install sediment basin, skimmer, baffles as required per your approved plan.
10. Comments:
1. Provide adequate temporary or permanent ground cover on areas where land -disturbing activity has ceased in 7 or 14 days
according to NCG 01000 permit conditions.
2. Provide notification to this Office within 24 hours of any further visible sediment deposition within the wetlands or stream riparian
buffer.
Revision Date 0909201 3 Page 2 of 2

North Carolina Department of Environmental Quality
Land Quality Section: 610 E Center Ave Suite 301 Mooresville, NC 28115, Phone: [phone]
COUNTY: Cabarrus PROJECT: CONCORD TRAFFIC MANAGEMENT CENTER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Joe Wilson, City of Concord PROJECT # CABAR-2017-064
ADDRESS: 26 UNION STREET ST SOUTH CONCORD NC 28025 CASE #
1. PROJECT LOCATION: Warren C Coleman Blvd. Concord NC
Pictures: Video: Digital:
2. Weather and Soil Conditions: 70'S, CLOUDY, WET
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: NOT EVALUATED
7. Has Sedimentation Damage occurred since last inpections?
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name):
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE
9. Corrective Actions Needed:
Title:
First Inspection:NO
Other Property:
Date Given/Sent: SEP 12, 2017
10. COMMENTS: Pre -Construction meeting. It is recommended that silt fence outlets are installed at the locations discussed.
Report By: Isaiah Reed
Date of Inspection: SEP 07, 2017
Others Present:
Time Arriving on Site: 10:00 AM
Time Leaving Site: 11:00 AM
cc;
Revision Date 10/16/2015 Page 1 of 1

WARREN C
CONCORD, CABARRUS
UTILITY AND GOVERNING AGENCIES
CONTACT LIST AND MATRIX:
WATER COMPANY
POWER COMPANY
CITY OF CONCORD
CONCORD ELECTRIC SYSTEMS DEPARTMENT
ENGINEERING DEPARTMENT
100 WARREN C. COLEMAN BLVD.
850 WARREN C. COLEMAN BLVD.
CONCORD, NORTH CAROLINA 28027
CONCORD, NORTH CAROLINA 28025
[phone] TEL
[phone] TEl
TELEPHONE COMPANY
SANITARY SEWER COMPANY
WINDSTREAM
CITY OF CONCORD
68 CABARRUS AVE W.
ENGINEERING DEPARTMENT
CONCORD, NORTH CAROLINA 28025
850 WARREN C. COLEMAN BLVD.
[phone] TEL
CONCORD, NORTH CAROLINA 28025
[phone] TEL
CABLE TELEVISION COMPANY
NATURAL GAS COMPANY
TIME WARNER CABLE
13840 BALLANTYNE CORPORATE PLACE
PSNC ENERGY
SUITE 200
1096 CONCORD PARKWAY N.
CHARLOTTE, NC 28277
SUITE 17
[phone] TEL
CONCORD, NORTH CAROLINA 28025
[phone]
DEPARTMENT OF TRANSPORTATION
FIRE MARSHAL
CITY OF CONCORD
CITY OF CONCORD
850 WARREN C. COLEMAN BLVD.
100 WARREN C. COLEMAN BLVD.
CONCORD, NORTH CAROLINA 28025
CONCORD, NORTH CAROLINA 28027
[phone] TEL
[phone] TEL
PLANNING DEPARTMENT
EROSION CONTROL
CITY OF CONCORD PLANNING DEPARTMENT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
66 UNION STREET, SOUTH
CONCORD, NORTH CAROLINA 28025
AND NATURAL RESOURCES
1640 MAIL SERVICE CENTER
[phone] TEL
RALEIGH, NORTH CAROLNA 27699
[phone] FAX
[phone] TEl
ZONING DEPARTMENT
CITY OF CONC PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
66 UNION STREETT,, SOUTH
CITY OF CONCORD
CONCORD, NORTH CAROLINA 28025
ENGINEERING DEPARTMENT
850 WARREN C. COLEMAN BLVD.
[phone] TEL
[phone] FAX
CONCORD, NORTH CAROLINA 28025
[phone] TEL
PROJECT OWNER AND CONSULTANT INFORMATION
OWNER:
ENGINEER:
ARCHITECT:
SURVEYOR:
CITY OF CONCORD
KIMLEY-HORN AND ASSOCIATES, INC.
CARLOS MOORE ARCHITECT, PA
NORSTAR LAND SURVEYING, INC.
26 UNION STREET, SOUTH
2GO SOUTH TRYON STREET
222 CHURCH STREET N
552-B NEWELL STREET NW
CONCORD, NC 28025
SUITE 200
CONCORD, NC 28025
CONCORD, NC 28205
[phone] TEL
CHARLOTTE, NORTH CAROLINA 28202
[phone] TEL
[phone]
[phone] TEL
[phone] FAX
CONTACT: JOE WILSON III
[phone] FAX
CONTACT: ERIC C. HAMPTON, P.E.
CONTACT: R. SCOTT DYER
CONTACT: GINGER MOORE
SITE I

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GENERAL NOTES:
1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP IS TO BE IN
ACCORDANCE WITH AND SUBJECT TO THE WATER AND SEWER AUTHORITY OF CABARRUS
CWN.TY'S STANDARD SPECIFICATIONS; THE CITY OF CONCORD'S ORDINANCES, POLICIES,
AND STANDARD SPECIFICATIONS, AND THE NORTH CAROUNA ADMINISTRATIVE CODE FOR
WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS IN THE EVENT OF
CONFLICT 8ETW'EEN•THE <WATER?YI'3 SE',:y AUTHORITY OF CABARRUS CWNTYS
STANDARD SPECIFICATION; THE CITY OF CONCORD'S ORDINANCES, POLICIES, AND
STANDARD SPECIFICATIONS, OR THE NORTH CAROLINA ADMINISTRATIVE CODE, THE MORE
RESTRICTIVE REQUIREMENTS SHALL APPLY.
2. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE
LATEST STANDARDS OF THE N.C. SEDIMENTATION POLLUTION CONTROL ACT AND
APPLICABLE LOCAL AND FEDERAL REQUIREMENTS
3. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION ADMINISTRATOR OF THE CITY OF
CONCORD ENGINEERING DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING
WORK.
4. 'ALL CONSTRUCTION TO BE IN ACCORDANCE W9TH All CITY OF CONCORD
STANDARDS AND SPECIFICATIONS.'
5. 'REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER,
CONTRACTOR, OR DEVELOPER FROM MEETING THE REQUIREMENTS OF THE CITY OF
CONCORD'S OR CABARRUS COUNTY ORDINANCES, POLICIES, AND STANDARD
SPECIFICATIONS, (AS APPLICABLE), CONCORD WATER & SEWER POLICIES AND TECHNICAL
SPECIFICATIONS, THE 'STANDARD SPECIFICATION FOR WASTEWATER COLLECTION & WASTE
DISTRIBUTION FOR CABARRUS COUNTY (WSACC MANUAL) AND ANY OTHER LOCAL, STATE,
AND FEDERAL REGULATIONS & APPROVALS'
6. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CITY AND NCOOT STREET
INFRASTRUCTURE.
7. RIGHT-OF-WAY LINES AND PROPERTY LINES ARE SHOWN ON THE DESIGN
DRAWINGS AND ARE FOR REFERENCE ONLY. FOR EXACT LOCATIONS, REFER TO THE
SURVEY PLATS BY THE CITY OF CONCORD'S CONSULTING REGISTERED LAND SURVEYOR
OR BY THE CITY SURVEYOR.
8, THE CONTRACTOR SHALL REMOVE AND REPLACE ALL FENCES, AS NOTED ON THE
PLANS AND/OR AS DIRECTED BY THE ENGINEER.
9. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL
LINES, IN ADDITION TO THOSE NOT MARKED FOR REMOVAL THE CONTRACTOR IS ALSO
REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE.
10. ALL EXISTING SIGNS SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE
WITH M.U.T.C.D. STANDARDS PROPOSED SIGNS SHALL BE PLACED IN ACCORDANCE WITH
M.U.T.C.D. STANDARDS
11. THE CONTRACTOR SHALL SHAPE ALL SIDE SLOPES TO A 3:1 MAXIMUM GRADE
UNLESS INDICATED OTHERWISE. -
12. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE
WITH THE APPROPRIATE CITY EROSION AND SEDIMENT CONTROL ORDINANCES PREVENT
ANY STANDING WATER DUE TO CONSTRUCTION. ALL DISTURBED AREAS SHALL BE
SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER. ROADWAY EROSION
CONTROL MEASURES ARE SHOWN ON THE SITE PLANS
a ALL TRAFFIC SIGNS SHALL BE EQUIPPED WITH BREAKAWAY POSTS
14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT
NOT LIMITED TO, ALL UTIUTIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE PATH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE
DISTURBED SHALL BE IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL
OR BETTER CONDITION. CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE
DAMAGED DURING CONSTRUCTION TO THE EXISTING OR BETTER CONDITION.
15. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A
SURVEY BY NORSTAR LAND SURVEYING, INC., DATED: NOVEMBER 25, 2014, ALL
INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
16. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY
CORNERS DURING CONSTRUCTION.
17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE
GRADING AND DRAINAGE PLAN WITHOUT AUTHORIZATION IS SUBJECT TO A FINE. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM
THE AFFECTED PROPERTY OWNERS AND THE CITY OF CONCORD PRIOR TO DISTURBANCE.
18. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY
DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION
DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
19, THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
CHANNEL IN A UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND
BANKS OF THE STREAM ALL DEBRIS. LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
20. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY
TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
21. CONTRACTOR SHALL POST ASSIGNED BUILDING PERMIT NUMBER AND ADDRESS ON
BUILDING.
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLEATALL TIMES FOR WORK ZONE TRAFFIC
SAFETY AND CONTROL -
2, ALL WORK ZONE TRAFFIC CONTROL DEVICES AND OPERATIONS USED ON STREET
AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTIUTY OR INCIDENT MANAGEMENT SHALL -
CONFORM TO THE APPLICABLE SPECIFICATIONS IN THE LATEST EDITIONOF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD).
3. ALL TRAFFIC/SAFETY CONTROL DEVICES SHALL BE IN GOOD REPAIR AND SHALL BE
POSITIONED AT ALL TIMES IN THE APPROPRIATE LOCATIONS FOR THE WORK OPERATION.
THE CONTRACTOR SHALL CAREFULLY MONITOR STE CONDITIONS SUCH AS LIGHT,
WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/SAFETY CONTROL
MEASURES ARE OPERATING EFFECTIVELY. --
4.. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2001 M.U.T.C.D. & NCOOT
STANDARD DRAWINGS
UTILITY NOTES
1. THERE WALL BE A MINIMUM 10-FOOT HORIZONTAL SEPARATION BETWEEN THE
SEWER LINE AND THE WATER MAIN. WHEN THE 10-FOOT MINIMUM HORIZONTAL
SEPARATION CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS ABOVE THE
SEWER, BUT WITH LESS THAN 24 INCHES OF CLEARANCE, OR WHEN THE SEWER IS
ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND THE SEWER UNE SHALL BE
CONSTRUCTED OF FERROUS MATERIALS WNH JOINTS EQUIVALENT TO WATER MAIN
STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE
SEWER, OF 10 FEET ON EACH SUE OF THE CROSSING.
2. THE CONTRACTOR SHALL BE RESPONa. FOR LOCATING AND PROTECTING
24. THE CONTRACTOR IS RESPONSIBLE FOR THE DE
EXISTING UTILITIES AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR
SHEETING, SHORING, BRACING AND SPECIAL EXCAVATI
DURING CONSTRUCTION,
OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PUI
THE WORK INDICATED ON THESE DRAWINGS. THE DES
3. INDIVIDUAL WATER, GAS, SEWER, TELEPHONE, AND CABLE SERVICES MAY OR MAY
RESPONSIBILITY FOR THE DESGN(S) TO INSTALL SAID
NOT BE SHOWN W THE PLANS. CONTRACTOR TO CONTACT APPROPRIATE AGENCY FOR
FIELD LOCATIONS.
25.. THE CONTRACTOR SHALL INCLUDE IN THE CONI
CITY OF CONCORD ELECTRIC AND_ WSACC WATER AND SEWER DEPARTMENT"'
��uQISTVR�.CQNQITIONING.NECESSARY TO CONSTRUCT
PTJ NS.
4.
PERSONNEL WALL ASSIST THE CONTRACTOR IN LOCATING ALL WSACC UTIUTY SERVICES
AND ONES.
5. UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY OR
EROSION CONTROL NOTES:
WSACC PALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS,
SIZES, DEPTHS, OR FOR COMPLETENESS OF UTIUTY INFORMATION.
TOTAL AREA DISTURBED = 16.69 ACRES (3)
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS
SEE SHEETS C1-0 THROUGH CI-5 FOR EROSION CO
WHOSE FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE
CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS
LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIM
OR THOSE OF HIS AGENTS THE CONTRACTOR SHALL HOLD THE CITY OR WSACC
HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN
PURPOSES ONLY. SURVEYOR TO DETERMINE ACTUAL I
FORCES OR THAT OF HIS AGENTS.
CONTRACTOR SHALL COORDINATE ALL WORK WITH CA
7. AS NEEDED, THE CONTRACTOR SHALL ADJIST/RELOCATE THE SANITARY SEWER
AND WATER LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL HE PERFORMED
BY THE VARIOUS UTIUTY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH
UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE. THE CITY
OR WSACC WILL NOT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS IN THE
SCHEDULE DUE TO THE WORK OF OTHER UTIUTY OWNERS.
• FOR ALL OTHER UTILITY LOCATIONS CALL NC ONE -CALL 0 [phone], OR (919)
855-5760 OUTSIDE NO.
8. THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND
WATER VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR
CONCRETE DRIVEWAYS SHALL BE INSTALLED YATHIN CONCRETE BOXES
9. ALL GAS LINES WILL BE ADJUSTED/RELOCATED BY THE UTILITY OWNER. A
REPRESENTATIVE OF THE GAS UTILITY COMPANY MUST BE PRESENT JUST PRIOR TO AND
DURING ANY CONSTRUCTION NEAR EXISTING GAS LINES. THE CONTRACTOR SHALL
CONTACT THE GAS COMPANY AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION.
10. THE CONTRACTOR SHALL USE CARE WHEN WORIONG AROUND SANITARY SEWERS
AND WATER LINES SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER
LINES, HE SHALL IMMEDIATELY REPLACE THE LINE, AT HIS EXPENSE, WITH DUCTILE IRON
PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/ON WATER LINE WITH
DUCTILE IRON PIPE, WITH A MINIMUM TEN FOOT SECTION, WHEN DRAINAGE PIPE COMES
WITHIN TWO FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY.
PAVING GRADING AND DRAINAGE NOTES:
1. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES
2. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE
VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES
FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND
SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
4. CONTRACTOR SHAD. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
5. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE
APPROXIMATE CUT AND FILL LONE LIMITS, OR 07HER GRADING REQUIREMENTS.
6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY
GRAVITY FLOW TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
7. ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE CITY OF
CONCORD UNIFIED DEVELOPMENT ORDINANCE AND THE NCDOT STANDARD DRAWINGS AND
SPECIFICATIONS
8. ANY GRADING, BEYOND THE UMITS OF CONSTRUCTION AS SHOWN ON THE GRADING
PLAN, IS SUBJECT TO A FINE.
9. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS SUBJECT TO A FINE
10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN
THE CONSTRUCTION SEQUENCE REWIRES IT,
It ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF
COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
12. SUBSURFACE DRAINAGE FACIUTIES MAY RE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
13. ALL SLOPES GREATER THAN OR EQUAL TO 3:1 TO BE MATTED WITH NORTH
AMERICAN GREEN SC150 MATTING. SEE DETAIL SHEET FOR SOIL STABILIZATION DETAIL
14. ANY GRADING WITHIN CITY OF CONCORD AND NCOOT R/W SHALL REQUIRE AN
ENCROACHMENT AGREEMENT.
15, THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS
IN ACCORDANCE MEN THE CITY OF CONCORD LAND DEVELOPMENT STANDARD MANUAL
(LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS).
16. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/ON CONCRETE -
SURFACES PRIOR TO REMOVAL, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. A ONE
FOOT MINIMUM OFFSET IS REWIRED FOR ALL SAWCUTS.
18 THE CONTRACTOR SHALL VERIFY PROPOSED CURB ELEVATIONS AS NECESSARY TO
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALT. RETAIN
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED.
19. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED
BY THE CITY OF CONCORD ENGINEER OR THEIR DESIGNEE, THEY MAY BE ADJUSTED, TO
ACCOMMODATE UNFORESEEN CONDITIONS STATIONS OFFSETS AND ELEVATIONS REFER TO
THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF
THE LIP FOR CATCH BASINS ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE
NOTED.
20. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72
HOURS BEFOREANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT
SHAD. BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
U7IUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
21, THE CONTRACTOR SHAD. OBTAIN ALL PERMITS REWIRED FOR BLASTING ROCK IF
BLAST ROC( IS ENCOUNTERED. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS.
22. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FONT.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING
EXISTING UTILITIES AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR
DURING CONSTRUCTION.
ALL 'STD.' NUMBERS REFER TO THE CITY OF CONCOI
ORDINANCE AND THE NCOOT STANDARD DETAILS AND
ON-STE BURIAL PITS REQUIRE AN ON -SITE DEMOITI
ZONING ADMINISTRATOR.
ANY GRADING BEYOND THE DENUDED OMITS SHOWN
THE COUNTY EROSION CONTROL ORDINANCE AND IS
GRADING MORE THAN ONE ACRE WITHOUT AN APPRO
VIOLATION OF THE CITY/COUNTY EROSION CONTROL I
FINE.
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN
EROSION CONTROL ORDINANCE FOR ADDITIONAL REOL
ADDITIONAL MEASURES TO CONTROL EROSION AND S
REPRESENTATIVE OF THE COUNTY ENGINEERING DEPA
SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
REQUIRE ADEQUATE TERRACING.
DEVIATION FROM THESE PLANS AND NOTES WTHWT
OWNER, HIS REPRESENTATIVE, OR THE ENGINEER MA'
UNACCEPTABLE.
EROSION CONTROL MEASURES SHALL BE INSTALLED
ACCORDANCE PATH THE REQUIREMENTS OF THE NOR'
POLLUTION CONTROL ACT OF 1973. THE LOCAL JURI'.
EROSION CONTROL PERMIT, AND THESE PLANS AND
SUFFICIENT EROSION CONTROL PRACTICES MUST BE
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE
BE NONEROSIVE AND SHALL BE GRASSED AS SOW
AND ALL SLOPES SHALL BE STABILIZED AS SOON N
STABILIZED WITHIN 15 CALENDAR DAYS.
THE SEDIMENT TRAPS AND DIVERSION DITCHES SHAL
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%
OR REPLACED WHEN THE SEDIMENT POOL NO LONG
ALL EROSION AND SEDIMENT CONTROL PRACTICES S
AFTER EVERY 0.5 INCH OR LARGER RAINFALL EVENT
EVERY WEEK, NEEDED REPAIRS SHALL BE MADE REM
WITH EACH INSPECTION TO THE OWNER.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT
6-INCHES DEEP AT THE FENCE. THE FENCING WALL
MAINTAIN SUFFICIENT BARRIER.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED
ACCORDING TO THE PLANS AND SPECIFICATIONS TO
VEGETATIVE COVER.
ALL DRAINAGE SWALES MUST BE GRASSER AND RIP
REQUIRED TO CONTROL EROSION. RIP -RAP WILL CGI
PLACED AT ALL HEADWALLS, AND WHERE NOTED O
ADDITIONAL EROSION CONTROL MEASURES OR SILT
DIRECTED BY THE LOCAL JURISDICTIONAL INSPECTOI
WHEN ANY CONSTRUCTION BORDERS A DRAINAGE
A THE CONTRACTOR IS RESPONSIBLE FOR REM(
EXCAVATION SPOIL DIRT, CONSTRUCTION
DRAINAGE AREA SHOWN HEREON IN A E)
CONSTRUCTION PROGRESSES,
B. THE CONTRACTOR HEREBY AGREES TO STOP
IMMEDIATELY UPON NOTIFICATION BY THE
AND/OR THE OWNER.
FOR ALL CONSTRUCTION ALONG AND/OR ACROSS W
STABILIZATION SHALL BE REWIRED AS PER LOCAL
LAWS.
ALL TREE PROTECTION AND EROSION CONTROL MEP
COMMENCING CONSTRUCTION AND SHALL BE MAINT,
UNTIL ALL DISTURBED AREAS ARE STABILIZED AND
CONSTRUCTION ENTRANCE PADS SHALL BE INSTALL
CONSTRUCTION ACCESS POINTS PRIOR TO LAND DI!
THE CONTRACTOR SHALL KEEP A COPY OF THE A
AND PERMIT ON STE WHENEVER LAND DISTURBING
INSTALLSILT FENCE ALONG THE DOWNSTREAM SIDI
CONSTRUCTION AND AS INDICATED ON PLANS.
A TEMPORARY DIVERSION SWALE MAY BE USED IN
CAN BE DIRECTED TO A TEMPORARY SEDIMENT III,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERF
EROSON AND SEDIMENT CONTROL DEVICES TO ENS
CONTRACTOR SHALL MAINTAIN ALL EROSION CONTI
VEGETATION HAS BEEN ESTABLISHED AND THE CO
STABILIZED.
WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED
ROAD SURFACE SHALL BE CLEANED THOROUGHLY
SHALL BE REMOVED FROM THE ROADS BY SHOVEL
TO A SEDIMENT CONTROL DISPOSAL AREA STREE
AFTER SEDIMENT IS REMOVED IN THIS MANNER.
WHEN A CRUSHED STONE CONSTRUCTION ENTRANG
OR HAS BEEN PUSHED INTO THE SOIL BY CONSTR
REPLACED WITH A DEPTH OF STONE EQUAL TO TF
PERFORM A FINAL DEMUCKING OF ALL SEDIMENT I

E
\ APPROXIMATELY 36 LF
\ OF EXISTING 15 RCP
TO BE REMOVED :-
\ r
\ APPROXIMATELY 21 LF
\ OF EXISTING 12" RCP
\\ TO BE REMOVED T '
WOODED AREA
TO BE CLEARED
s \
738-� APPROXIMATELY 8 LF .t
OF EXISTING 15 RCP` 2 i
TO BE REMOVED y% "
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APPROXIMATELY 1.1 "� x
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X> GRAVEL TO BE REMOVED ,tw <,. W ARE. WOODED E.
7 1^\�t�l � it xtir -i.L� t i ` `raj { TO BE CLEAREi
a j` 1 ^t, t •yx ti x ,�x\� \� s'l.`u x" 2t EXISTING CONCRETE
RAMP TO REMAIN
\ ,.t WOODED AREA {
\ \ r TO BE CLEARED '\
`WOODED AREA
•„
\
i TO BE CLEARED
APPROXIMATELY 4,000
. ^ SO YD OF EXISTING . x
a \ �, `' `•x GRAVEL TO BE REMOVED
t .
APPROXIMATELY 195 •' \ ` e "'."'^^'f^ P `"•?-•>-:....,.>_ -
S S.Y. OF EXISTING.
a
PAVEMENT TO BE—,\`
£ REMOVED rtt r ;'Ak
o a APPROXIMATELY 55 L.F. \
OF EXISTING CONC
CURB AND GUTT RETE RTO BE
\, REMOVED
o APPROXIMATELY 58 L.F. OF
o EXISTING CONCRETE CURB
AND GUTTER TO BE REMOVED
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Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
May 2, 2017
LETTER OF APPROVAL
City of Concord
Attention: Joe K. Wilson, Transportation Director
26 Union Street South
Concord, North Carolina 28025
RE: Project Name: Concord Traffic Management Center
Acres Approved: 30.93 Acres
Project ID: CABAR-2017-064
County: Cabarrus, City: Concord
Address: Warren C Coleman Boulevard
River Basin: Yadkin-PeeDee
Stream Classification: Other
Submitted By: City of Concord
Date Received by LQS: April 28, 2017
Plan Type: Revised
Dear Mr. Wilson:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY E. DAVIS
Director
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B .0129.
Please be aware that your project will be covered by the NPDES Construction Stormwater
General Permit NCGO10000 (Construction Activities) enclosed with the approval letter for your
initial permit dated March 16, 2017, Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 3011 Mooresville, NC 28115
704 663 1699 T

Letter of Approval
City of Concord
May 1, 2017
Page 2 of 2
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
SID/cys
Enclosures: Certificate of Approval
NPDES Permit
ec: Cauley Hobson, E.I.T., <[e-mail]>
cc: Eric C. Hampton, PE. Kimley-Horn 200 S. Tryon Street, Suite 200. Charlotte, NC 28202
Inspection Department

Kimley)))Horn
Suite 200
200 South Tryon Street
Charlotte, North Carolina
28202
TEL: [phone]
Transmittal
Date: April 281h, 2017 Job Number: 015888021
Project Name: Concord Traffic Management Center
To: NCDENR
610 East Center Ave.
Suite 301/�
Mooresville, NC 28115
VV
We are sending these by
❑ U.S. Mail FedEx ® Hand Deliver
Other:
We are sending you
Attached
Shop Drawings
Other:
Copies Date No.
Under separate cover via
® Prints/Plans Samples
Description
the following items:
Specifications n Change Orders
2
4/28/17
1
24" x 36" Set of Civil Plans
1
4/28/17
2
Property Deed
1
4/28/17
3
401 Water Quality Certification
1
4/28/17
4
Comment Response Letter
These are transmitted as checked below.
For your use Approved as submitted ® Resubmit Copies for approval
As requested n Approved as noted ❑ Submit Copies for distribution
❑ For review and comment Returned for corrections n Return Corrected prints
Remarks: Please find the Site Plan Review Application package for the above reference project.
Please do not hesitate to contact me at 704-319-7680 or [e-mail]. with any
questions.
Thanks,
Copy to: Signed Cauley Hobson, E.I.T.

April 28, 2017
Ousmane Sidibe
North Carolina Department of Environmental Quality Division of Energy, Mineral and Land Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Subject: Concord Traffic Management Center— CABAR-2017-064
Warren C Coleman Blvd.
Response to Comments
Mr. Sidibe:
We are writing in response to the comments made by the North Carolina Department of
Environmental Quality Division of Energy, Mineral and Land Resources on March 27th, 2017 on the
above referenced project in Concord, NC.
The following items are included with this submittal.
One (1) copy of the Property Deed.
Two (2) sets of Erosion and Sediment Control Plans
One (1) copy of the 401 Water Quality Certification
Preliminary Review Comments
fF 1. Please provide a copy of the deed for the landowner(s) within the limits of disturbance. [GS
11 3A-54. 1 (a)]
Response: A copy of the deed has been added to this submittal.
2. Although the 401/404 application was submitted, be advised that 401/404
permits/certifications may provide authorization to work in the areas subject to those
permits/certifications, but they do not grant approval to perform this work without the use of
an approved erosion and sedimentation control plan for the activity. Additional measures may
be required to perform construction in these areas. The applicant is responsible for the
control of sediment on -site. If the approved erosion and sedimentation control measures
prove insufficient, the applicant must take those additional steps necessary to stop sediment
from leaving this site. Please show measures required to perform construction in these areas
such that stream and/or wetland impact is limited to the area of approved impact. [G.S. 11 3A-
57(3),15A NCAC 4B .0115]
Response: 401 Water Quality Certification has been approved and has been added to
this submittal.

H
m I ))) H o r n Page 2
3. The construction sequence must be revised on page C1-1 through C1-3: Please be advised
that the Land Quality office does not issue grading permits. We issue a letter of approval for
the erosion control plans, and once the initial inspection has been completed, we issue a
compliant inspection report. We do not issue a permit. Please correct this, and keep it in mind
for any other plans in Cabarrus County. [15A NCAC 4B .0106(a)(5)]
Response: The construction sequence has been revised on pages C1-1 through C1-3.
4. Additional measures may be required — The applicant is responsible for the control of
sediment on -site. The "no disturbance allowed area" (see sheet C1-2) appears to have
insufficient erosion and sedimentation control measures, the applicant must take additional
steps necessary (i.e. silt fence and/or diversion) to stop sediment from going on "no
disturbance allowed" area. [15A NCAC 4B .0106(a)(4)]
Response: Additional erosion control measures have been added to the "no disturbance
allowed" area. Silt fence along with tree protection fence has been added to phase 1 around
the "no disturbance allowed" area. A diversion berm has also been implemented on phase 1
to keep water from entering the "no disturbance allowed" area.
If you have any questions, please do not hesitate to contact me at 704-319-7680, or via email at
[e-mail].
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Cauley Hobson, E.I.T., Civil Analyst

e
7316
0303
303
Excise Tax $2,062.00
LUM
CADARRUS COUNTY
>FzztD
02/02/2007 3:03 FK
LINDA F. NC011
Regist Deeds
Dapaiyy/Asst.
EXCISE TAX $2062.00
Parcel iPIN # 6539-36-6657
Mail after recording to Albert M. Benshoff, City Attorney, PO Box 308, Concord, NC 28026-0308
This instrument was prepared by Albert M. Benshoff
Brief description for the Index 30.933 Acres b H 601
THIS DEED made this dAxt day of
GRANTOR
John T. Robinson. Jr. & wife Pamela P. Robinson,
Grace E. Mundy & husband J. William Mundy
,2661 by and between
CITY OF CONCORD, a North Carolina
Municipal Corporation
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for $1.00 and other valuable consideration paid by the Grantee, the receipt of which is
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of Concord 1 11 Township,
Cabarrus County, North Carolina and more particularly described as follows:
Lying and being in the City of Concord, No.11 Township, Cabarrus County, N.C. bounded on the North by Bill R.
Krimminger and the Roman Catholic Diocese, on the East by U.S. Highway 601 and Marian F. Tyson, on the South by
the City of Concord and Summerwalk, LLC, on the West by the City of Concord property. Being more particularly
described as follows and on the attached survey and map completed by The Isaacs Group and attached hereto as
Exhibit "A":
COMMENCING at N.C.G.S. Monument "GUARDRAIL", having grid coordinates of N. 597392.946 and E. 1533575.371;
thence with a tie line S 23° 37' 17" W—157.63 feet to a found concrete monument on the South Westerly margin of U.S.
Highway 601, the POINT OF BEGINNING; thence with the right of way of U.S. HWY. 601 S 85' 44' 04" E - 18.34 feet to

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7316 3--.ia e 3 i3 `` 304
0304
a found concrete monument; thence continuing with said right of way S 840 36' 37" E - 59.71 feet to a found # 8 rebar, a
corner of Robinson and Marian F. Tyson (DB.749 PG.399); thence with three lines of Tyson and Robinson, S 040 12' 10"
W - 43.81 feet (crossing and existing %' iron pipe at 19.73 feet) to a set iron pin; thence S 880 59' 50" E - 59.72 feet to a
set iron pin; thence S 66° 36' 39" E - 683.68 feet to an existing 1-1/2" iron pipe, a corner of Tyson and Robinson in the
line of Summerwalk, LLC ( DB.6507 PG.14 & MB. 19 PG. 64), (said iron also lying S 230 20' 09" W — 223.38 feet from an
existing # 5 rebar in the margin of U.S. HWY. 601); thence with the line of Robinson and Summerwalk S 220 48' 42" W -
1203.90 feet to an existing 1" iron pipe, a corner of Robinson and the City of Concord property; thence with five lines of
Robinson and the City of Concord property N 470 02' 12" W-395.02 feet to a set iron pin within the Duke Power right of
way; thence S 60' 00' 37" W - 418.69 feet to a found 1" iron pipe (BENT); thence S 660 18'27" W - 208.59 feet crossing
the entrance road to the City property and an existing # 4 rebar at 201.40 feet to an existing # 4 rebar; thence S 380 1 V
49" W-160.89 feet to an existing # 5 rebar; thence N 710 52' 11" W - 136.36 feet to a set iron pin on the South side of a
creek in the line of the City of Concord property and a corner of Bill Krimminger ( DB. 1443 PG. 270), ( said iron also
lying S 71 ° 52' 11" E — 70.90 feet from an existing # 4 rebar, a corner of the City property and Bill Krimminger); thence
with three lines of Robinson and Krimminger N 06" 39' 37" E - 503.44 feet to an existing # 4 rebar; thence N 27' 40' 19"
E - 440.55 feet to an existing 1" pipe; thence N 330 35' 40" E-437.25 feet to an existing Y2" pipe, a corner of Krimminger
and the Roman Catholic Diocese ( DB. 4256 PG. 100); thence with the line of Robinson and the Roman Catholic
Diocese N 430 31' 08" E - 394.84' feet to the POINT OF BEGINNING. Having an area of 30.93 acres more or less from a
plat of survey by the Isaacs Group, dated 12/14/06 entitled "Boundary Survey of the Robinson Property'.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Db. 489 Pg. 490, Db. 308 Pg. 498, Db. 283 Pg. 590, Db. 451 Pg. 749, Db. 504 Pg. 561, Db. 388 Pg. 733 (See Map Book
19 Page 64), Db. 2335 Pg. 224
All easements or rights -of -way, restrictions and covenants, minimum building setbacks, zoning
laws and ordinances, and any exceptions of record or exceptions noted on the survey, affecting the property hereby
conveyed.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by
authority of its Board of Directors, the day and year first above written.
(Seal) By: _,4 i;i !11( &1 eel)
Grace E. Mundy
BY r (Seal)
J. William Mundy (husband)
0

7316
0305
8t1tNr 7316 f0f, 3a)
CABARRUS COUNTY
NORTH CAROLINA
I, - J-0 Igh, G Caste✓ , a Notary Public in and for said County and State, do hereby certify that
John T. Robinson, Jr. & wife Pamela P. Robinson personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and Notarial Seal this the c� day of aV! UA., , 2007,
L Fes`+j
n'
Nota ublic
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p�%®L1Gf;itidt)
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My Commission Expires: 1-1 b-'J-01 y
CABARRUS COUNTY
NORTH CAROLINA
1, a Ann L- 67s , a Notary Public in and for said County and State, do hereby certify that
Grace E. Mundy & husband J. William Mundy personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and Notarial Seal this the 2 day of -% -PUAft, , 2007.
NOTA.9), °� $ Notary ublic - � f1�✓
Gov, ° �
�� A(j,BC) Seal}
'tom
My Commission Expires: 1.-1 Le'�-41a

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4

ROY COOPER
Governor
MICHAEL S, REGAN
Secretary
Water Resources
ENVIRONMENTAL QUALITY
Cabarrus County
Mr. Rick Blat, P.E.
City of Concord
Alfred Brown Op. Center
850 Warren C. Coleman Blvd.
Concord, NC 28026
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Concord Traffic Mgt. Center
Dear Mr. Blat:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated March 15, 2017 and
received by the Division of Water Resources (the Division) on March 28, 2017. After reviewing
your application, we have determined that this project is covered by Water Quality General
Certification Number 4092 which can be viewed on our web site at
http://portal.ncdenr.oLg/web/wg/swp/ws/401. The General Certification allows you to use
Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers
(COE). Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
1. This approval is only valid for the purpose and design that you described in your
application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new Certification, If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in
the future) exceed 150 linear feet, compensatory mitigation may be required. If the
property is sold, the new owner must be given a copy of the Certification and approval
letter; and is thereby responsible for complying with all conditions. 15A NCAC
02H .0506 and 15A NCAC 02H .0507
2. ' . The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced. 15A NCAC 02H .0502 (e)
3. Approved Impacts:
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 11611 Mail Service Center I Raleigh, NC 27699-1611
919.707.9000

Type of Impact
Amount Approved
Amount Approved
Temporary Impact
Permanent Impact
Stream
0 linear ft.
116 linear ft.
(18 If impact existing)
Wetland
0 acre
0 acre
4. Diversion Ditches and other storm water conveyances as related to the sediment and
erosion control measures shall be matted and/or stabilized to reduce sediment loss and
turbidity. This includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506
(b)(3) and (c)(3)
5. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface waters shall be
matted. 15A NCAC 02H .0506 (b)(3) and (c)(3)
6. A storm water management plan is required for this project per this general certification.
7. Stormwater discharge structures at this site shall be constructed in a manner such that
the potential receiving streams (of the discharge) will not be impacted due to sediment
accumulations, scouring or erosion of the stream banks. 15A NCAC 02H .0506(b)(5)
8. Use of native vegetation and other soft stream bank stabilization techniques is
recommended where practicable instead of riprap or other bank hardening methods. If
riprap is necessary, it shall not be placed in the streambed, unless approved by DWR
9. The permittee shall report any violations of this Certification to the Division of Water
Resources within 24 hours of discovery. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute
150B by filing a written petition for an administrative hearing to the Office of the Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
if sending via delivery service (UPS, t=edEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 1 1611 Mail Service Center I Raleigh, NC27699-1611
919,707.9000

Mr. Sam M. Hayt , General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699.
Sincerely,
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Army Corps of Engineers, Charlotte, email
Chris Tinklenberg, Kimely-Horn, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 1 1611 Mail Service Center I Raleigh, NC27699-1611
919.7OZ9000

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401
Transportation Permitting Unit, North Carolina Division of Water Resources,1650 Mail Service Center,
Raleigh, NC, 27699-1650. This form may be returned to NCDWR by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project for the Permittee hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature
Registration No. Date
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 11611 Mail Service Center I Raleigh, NC27699-1611
919.707.9000

Water Resources
ENVIRONMENTAL QUALITY
Mr. Rick Blat, P.E.
City of Concord
Alfred Brown Op. Center
850 Warren C. Coleman Blvd.
Concord, NC 28026
ROY COOPER
Governor
EGAN
MICHAEL S. R
-=
Secretary -
S. JAY ZIMMERMAN
Director
18 April 2017
DWR# 17-0358
Cabarrus County
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Concord Traffic Mgt. Center
Dear Mr. Blat:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated March 15, 2017 and
received by the Division of Water Resources (the Division) on March 28, 2017. After reviewing
your application, we have determined that this project is covered by Water Quality General
Certification Number 4092 which can be viewed on our web site at
http://portal.ncdenr.org/web/wg/swp/ws/401. The General Certification allows you to use
Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers
(COE). Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
1. This approval is only valid for the purpose and design that you described in your
application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new Certification. If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in
the future) exceed 150 linear feet, compensatory mitigation may be required. If the
property is sold, the new owner must be given a copy of the Certification and approval
letter; and is thereby responsible for complying with all conditions. 15A NCAC
02H .0506 and 15A NCAC 02H .0507
2. The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced. 15A NCAC 02H .0502 (e)
3. Approved Impacts:
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 1 1611 Mail Service Center I Raleigh, NC 27699-1611
919.707.9000

Type of Impact
Amount Approved
Amount Approved
Temporary Impact
Permanent Impact
Stream
0linearft. - _,._..__ ._..
116 linear ft.
(18 If impact existing)
Wetland
0 acre
0 acre
4. Diversion Ditches and other storm water conveyances as related to the sediment and
erosion control measures shall be matted and/or stabilized to reduce sediment loss and
turbidity. This includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506
(b)(3) and (c)(3)
5. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface waters shall be
matted. 15A NCAC 02H .0506 (b)(3) and (c)(3)
6. A storm water management plan is required for this project per this general certification.
7. Stormwater discharge structures at this site shall be constructed in a manner such that
the potential receiving streams (of the discharge) will not be impacted due to sediment
accumulations, scouring or erosion of the stream banks. 15A NCAC 02H .0506(b)(5)
8. Use of native vegetation and other soft stream bank stabilization techniques is
recommended where practicable instead of riprap or other bank hardening methods. If
riprap is necessary, it shall not be placed in the streambed, unless approved by DWR
9. The permittee shall report any violations of this Certification to the Division of Water
Resources within 24 hours of discovery. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute
150B by filing a written petition for an administrative hearing to the Office of the Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714_Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 1 1611 Mail Service Center I Raleigh, NC27699-1611
919.707.9000

Mr. Sam M. Hayezi, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699.
Sincerely,
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Army Corps of Engineers, Charlotte, email
Chris Tinklenberg, Kimely-Horn, email
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality
State of North Carolina I Environmental Quality I Water Resources
512 N. Salisbury Street 1 1611 Mail Service Center I Raleigh. NC 27699-1611
919.707.9000

Precipitation Frequency Data Server
Page 2 of 4
PF graphical
PD -based intensity -duration -frequency (IDF) curves
Latitude: 35 .3780;, Longitude:-80-5649,
10,000
1000
c
C
'
0 0,100
tl_010
0-001
to
6
A
77
04
Duration
.e 10.000
1,000
IN
n 0,010
NOAA Attar 14, Volume Z. Version 3
Average recurrence interval (years)
treated li MIL Uri fen 3 14:21:09 2011
aac to lop
Average recurrence
intewal
(years)
g
5
10
25
so
100
— 200
— 500
— 1000
Duration
541un
2-48y
10Min
-3-day
1-min
-` 4-4ay
30-min
7-day
60-thin
10-day
.-hr
2 day
3-br
— 0-stay
— 5-hr
— 45•day
12-hr
-- 60-day
— 24-hr
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Maps & aerials
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Precipitation Frequency Data Server
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Back to on
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: HDSC.Ouestionsnoaa.c o_v
Disclaimer
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Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3
Location name: Concord, North Carolina, USA*
Latitude: 35.378°, Longitude:-80.56490
Elevation: 599.55 ft**
source: ESRI Maps
" source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)'
Average recurrence interval (years)
)uration f-�®r 5 � 10 25 50 100 200 500 5-min 0.402 0.475 0.553 0.608 0.670 0.712 0.750 0.783 0.819 F 0,844
(0.371-0.436) (0.438-0.517) (0.509-0.601) (0.558-0.659 (0.612-0.725) (0.647-0.771) (0.678-0.812 (0.704-0.848) 0.730-0.889) (0.746-0.91'
10-min 0.642 0.759 0.885 0.972 1.07 1.13 1.19 1,24 1.30 1.33
(0.592-0.696) (0.700-0.826) (0.815-0.962) (0.892-1.05) (0.975-1.16) (1.03-1.23) (1.08-1.29) (1.12-1.34) (1.16-1.41) (1.18-1A4;
15-min 0.803 0.954 1.12 1.23 1.35 1.44 1.51 1.57 1.63 1.67
0.740-0.870) (0.881-1.04) 1.03-1.22) 1 (1.13-1.33) 1 (1.24-1.46) 1 (1.31-1.55) (1.36-1.63) 1 (1.41-1.70) 1 (1.45-1.77) 11 (1.48-1.81
30-min 1.10 F 1.32 1.59 1.78 F--2-00----Jl 2.16 2.31 F 2.44 2.60 2.70
(1.02-1.19) (1.22-1.44) (1.47-1.73) (1.64-1.93) (1.83-2.17) (1.97-2.34) (2.09-2.50) (2.19-2.64) (2,31-2.82 (2.39-2.94J
60-min 1.37 1.65 2.04 2.32 2.67 2.93 3.18 3.42 3.72 3.94
(1.27-1.49) (1.53-1.80) (1.88-2.22) (2.13-2.52) (2.44-2.89) (2.66-3.17) (2.87-3.44) (3.08-3.70) (3.32-4.04 (3.49-4.29)
1.59 1,92 2,39 2.73 3.18^ 3.52n 3.85IF
4.18 4.60 4.92
2-hr
/1 41 -1 731 /`t 7r-9 1n1 /9 /� ne_o 1A-9 Rnl oA\ /9 on
3-hr
1.70
� ,..._ -.._ii
2.05
\_.._ ........,
2.56
�r \...-... �...../
2.951
tI \�..,.. ...-.../
3.47
II \.�.�-..��/
3.88
it 1J.•r�-•*. iy/ II
4.28
1J.rG-Y.00l II
4.70
lv.uo-.9.vJ)
5.25
II t4.3U-b.3t5)
5.69
(1.56-1.86)
(1.88-2.24)
(2.34-2.80)
(2.69-3.21)
(3.15-3.78)
(3.50-4.22)
(3.84-4.65)
(4.17-5.11)
(4.61-5.72)
(4.9.69
)
6-hr
2.05
(1.89-2.25)
2.48
(2.28-2.71)
3.09
(2.83-3.38)
3.57
(3.26-3.90)
4.22
(3.83-4.59)
4.73
(4.26-5.14)
5.25
(4.69-5.70)
5.78
(5.12-6.28)
6.50
(5.68-7.07)
7.07
12-hr G.4Y G.aa s.ry 4.za 5.1U 5.76 6.43 7.13 8.10 8.88
(2.25-2.66) (2.71-3.22) (3.39-4.03) (3.92-4.68) (4.63-5.54) (5.18-6.24) (5.74-6.96) (6.29-7.71) (7.04-8.75) (7.60-9.f
24-hr 2.89 3.49 4.38 5.08 6.03 6.79 7.57 8.37 9.47 10.3
(2.68-3.12) (3.25-3.77) (4.07-4.72) (4.71-5.48) (5.58-6.50) (6.27-7.31) (6.97-8.14) (7.68-9.01) (8.65-10.2 (9.41-11
2-da 3.39 4.09 5.09 5.89 6.96 7.82 8.69 9.60 10.8 11.8
y 3.15-3.64 3.80-4.40 4.74-5.48 5.46-6.32 6.44-7.47 7.21-8.39 8.00-9.33 8.81-10.3 9.89-11.7 10.7-12
3-day 3.60 4.33 5.36 6.18 7.30 8.19 9.10 10.0 11.3 12.3
(3.35-3.85) 1 (4.03-4.64) 1 (4.99-5.75) 1 (5.74-6.62) 1 (6.75-7.82) 1 (7.55-8.78) 1 (8.37-9.75) 1 (9.21-10.8) 1 (10.3-12.2) 1 (11.2-13
4-da 3.80 4.56 5.63 6.48 7.64 8.56 9.50 10.5 11.8 12.9
y (3.54-4.07) 1 (4,25-4.88) 1 (5.24-6.03) 1 (6.01-6.93) (7.06-8.17) 1 (7.90-9.16) 1 (8.74-10.2) (9.61-11.2) 1 (10.8-12.7) 1 (11.7-13
7-day 4.38 5.22 6.36 7.27 8.52 9.51 10.5 11.6 13.0 44.2
(4.11-4.67) (4.91-5.57) (5.97-6.78) (6.81-7.74) (7.96-9.07) 1 (8.86-10.1) (9.78-11.2) (10.7-12.4) (12.0-13.9) 1 (13.0-15.
10-day 5.02 -5-9-7-11 7.18 8.13 9.40 10.4 11.4 12.5 13.9 15.0
(4.72-5.33) (5.61-6.34) 1 (6.74-7.62) 1 (7.62-8.63) 1 (8.79-9.99) 1 (9.70-11.1) 1 (10.6-12.2) 1 (11.6-13.3) (12.8-14.8) 1 (13.8-16.
20-day 6.73 7.94 9.38 10.5 12.0 13.2 14.4 15.7 17.3 88.6
(6.38-7.09) (7.53-8.36) (8.88-9.87) (9.93-11A) (11.3-12Y) (12.4-13.9) (13.5-15.2) (14.6-16.5) (16.1-18.3) (17.3-19.
30-day 8.26 8.72 11.3 12.5 14.1 15.4 16.6 17.9 19.5 20.8
(7.85-8.68) 1 (9.24-10.2) 1 (10.7-11.9) (11.9-13.2) (13.4-14.8) 1 (14.5-16.2) (15.7-17.5) (16.8-18.8) (18.3-20.5) (19.4-21.
45-day 10.4 12.2 13.9 15.3 17.0 18.3 19.6 20.9 22.5 23.7
(9.97-10.9) (11.7-12.7) (13.3-14.5) (14.6-15.9) (16.2-17.7) (17.4-19.1) (18.6-20.5) (19.8-21.8) (21.3-23.6) (22.4-24.
60-day 12.4 14.5 16.4 17.8 19.7 21.1 22.5 23.8 25.5 26.8
(11.9-12.9) (13.9-15.1) (15.7-17.0) (17.1-18.5) (18.8-20.5) (20.2-22.0) (21.4-23.4) (22.7-24.8) (24.2-26.6 (25.4-28:
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
umbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability that precipitation frequency estimates (for a
iven duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
iecked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
lease refer to NOAA Atlas 14 document for more information.
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Precipitation Frequency Data Server
Page 2 of 4
1A
9
KM
M
R
9#1
M
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I
WAE=
PDS-based depth -duration -frequency (ODF) curves
Latitude: 35.3780*, Longitude: -80,5649*
NOAA Atlas 14, Volume 2. Version 3
A 0%
1
tb
4, A A 4 t4. 6
Duration 14 A
Average recurrence interval (years)
Created (OMI 1: I'd Feb 3 14:11:5 / 1011
Rar JJQ T-Qp
Average recurs
interval
(years)
I
2
5
10
25
50
100
— 200
— 500
® 1000
Duralion
fi-Min
—lay
1"In
1-4-day
15-min
4-lay
304ntn
I -day
60-En
10-day
2-hr
— 20-day
— 3-br
— 30-day
— 6--nr
— 46-day
— 12-hr
— 60-day
— 24-hr
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Precipitation Frequency Data Server
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Maps & aerials
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Yrecipltation Frequency Data Server
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US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: HDSC.Questions(a_noaa.gov
Disclaimer
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Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

35" 22'57'r
35' 22' 32" N
z Soil Map—Cabarrus County, North Carolina 3:
en
FIGURE 3: SOIL MAP M
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USDA Natural Resources Web Soil Survey 2/5/2015
Conservation Service National Cooperative Soil Survey Pagel of 3
35' 22' 57' N
35° 22' 32" N

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Soil Map—Cabarrus County, North Carolina
Map Unit Legend
Cabarrus County, North Carolina (NCO26)
Map Unit Symbol
Map Unit Name
Acres in AO1
Percent of AOI
ChA
Chewacla sandy loam, 0 to 2
5.0
percent slopes, frequently
13.7%
flooded
CuB2
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21.8%percent
slopes, moderately
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slopes
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9.7
percent slopes
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Totals for Area of Interest
36.7
100.0%�
USDA Natural Resources Web Soil Survey 2/5/2015
Conservation Service National Cooperative Soil Survey Page 3 of 3

N Complete items 1, 2, and 3.
11111 PrK ur name and address on the reverse
so we can return the card to you.
N Attach this card to the back of the mailpiece,
nr nn +h. f—n+ if -...............,...a_
A. Signature
X &Ajre-.t�
KA— 0 Addressee
B. Recyjved­ by (Printed Name) I C. Date of Delivery
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a Mooresville, North Carolina 28115
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY E. DAVIS
Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
City of Concord
Attention: Joe K. Wilson
26 Union Street South
Concord, North Carolina 28025
April 13, 2017
7015 1520 0002 8386 9841
RE: Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus, City: Concord
Address: Warren C Coleman Boulevard
Submitted By: City of Concord
Date Received by LQS: March 16, 2017
Plan Type: New
Dear Mr. Wilson:
The erosion and sedimentation control plan submitted for the subject project has been
reviewed and is disapproved for the reasons listed on the attached sheet.
You may submit a revised erosion and sedimentation control plan for approval addressing those
items outlined on the enclosed form. Under the authority of NCGS 113A-54. I (a), this office has
15 days from the date of receipt to approve or disapprove your revised plan. However, if you
wish to contest the disapproval of this plan, you must request an administrative hearing within 60
days of your receipt of this Letter of Disapproval. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-
6714. A copy of the petition must be served on this Department as follows:
Office of General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 3011 Mooresville, NC 28115
704 663 1699 T

Letter of Disapproval
City of Concord
April 13, 2017
Page 2 of 3
Pending approval of a revised plan or a decision on an appeal, commencement of any
land -disturbing activity associated with this project shall constitute a violation of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66).
Please feel free to contact this office at your convenience if you have any questions or if
we can provide any assistance in resolving this matter.
Sincerely,
3M_k_x_
Xr
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
SID/cys
Enclosure: Reasons for Disapproval
c: Eric C. Hampton, PE. Kimley-Horn 200 S. Tryon Street. Suite 200. Charlotte, NC 28202

Letter of Disapproval
City of Concord
April 13, 2017
Page 3 of 3
Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus
Reviewed by: Ousmane Sidibe
1. Please provide a copy of the deed for the landowner(s) within the limits of disturbance. [GS
113A-54.1(a)]
2. Although the 401/404 application was submitted, be advised that 401/404 permits/certifications
may provide authorization to work in the areas subject to those permits/certifications, but they do
not grant approval to perform this work without the use of an approved erosion and
sedimentation control plan for the activity. Additional measures may be required to perform
construction in these areas. The applicant is responsible for the control of sediment on -site. If
the approved erosion and sedimentation control measures prove insufficient, the applicant must
take those additional steps necessary to stop sediment from leaving this site. Please show
measures required to perform construction in these areas such that stream and/or wetland impact
is limited to the area of approved impact. [G.S. 113A-57(3), 15A NCAC 4B .0115]
3. The construction sequence must be revised on page C 1-1 through C 1 -3: Please be advised that
the Land Quality office does not issue grading permits. We issue a letter of approval for the
erosion control plans, and once the initial inspection has been completed, we issue a compliant
inspection report. We do not issue a permit. Please correct this, and keep it in mind for any other
plans in Cabarrus County. [15A NCAC 4B .0106(a)(5)]
4. Additional measures may be required - The applicant is responsible for the control of sediment
on -site. The "no disturbance allowed area" (see sheet CI-2) appears to have insufficient erosion
and sedimentation control measures, the applicant must take additional steps necessary (i.e. silt
fence and/or diversion) to stop sediment from going on "no disturbance allowed area. [15A
NCAC 4B .0106(a)(4)]
5. A revised plan (2 complete sets) should be submitted to us with the above items changed.
Please include with your revised plan a letter that includes a brief discussion of each item
listed above. Please reference Project Number CABAR-2017-064 in your cover letter. You
are encouraged to contact Ousmane Sidibe at 704-235-2147 with any questions regarding
this review.

Kimley»)Horn
April 13, 2017
Ousmane Sidibe
North Carolina Department of Environmental Quality Division of Energy, Mineral and Land Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Subject: Concord Traffic Management Center
Warren C Coleman Blvd,
Response to Comments
Mr. Sidibe:
We are writing in response to the comments made by the North Carolina Department of
Environmental Quality Division of Energy, Mineral and Land Resources on March 27th, 2017 on the
above referenced project in Concord, NC.
The following items are included with this submittal.
• One (1) copy of the Property Deed,
• One (1) set of Erosion and Sediment Control Plans
Preliminary Review Comments
1. Please provide a copy of the deed for the landowner(s) within the limits of disturbance. fGS
11 3A-54. 1 (a)]
Response: A copy of the deed has been added to this submittal,
2. The landowners are different than the financially responsible party. Please provide copies of
landowner -builder consent agreements. The agreements must be signed by a person in
responsible charge of the property to be developed. Please include the title of the signatory
authority (i,e. landowner, President, Manager, etc,) Please let us know if you need a sample
agreement. [G.S. 113A-54.1(a)]
Response: The LOD has been revised. All disturbed area is on the subject property.
3. In accordance with a July 2016 Memorandum of Understanding between the Division of
Energy, Mineral, and Land Resources (DEMLR)and the Division of Water Resources (DWR),
DEMLR will not approve erosion and sediment control plans or stormwater permits in riparian
buffered basins/watersheds if there are stream or buffer encroachment shown on the plans
without proper documentation from DWR or local government. Show all stream, wetland, and
riparian buffer locations on the plans. Provide copies of any wetland determinations or Water
Quality Certifications (401/404) for this project, as well as any local approvals for activity
within the buffers, [1 5A NCAC 413.01 06(1), Clean Water Act, Sections 401 and 404] Your

Page 3
If you have any questions, please do not hesitate to contact me at 704-319-7680, or via email at
Cauley. [e-mail],
Sincerely,
KIMLEY-HORN AND A SSOCIA TES, INC.
Cauley Hobson, E.I.T. Civil Analyst

• The landowners are uifferent than the financially responsible party. Please provide copies of
landowner -builder consent agreements. The agreements must be signed by a person in
responsible charge of the property to be developed. Please include the title of the signatory
authority (i.e. landowner, President, Manager-, etc:) Please!-t was -know if you need a sample
agreement. [G.S. 113A-54.1(a)]
• In accordance with a July 2016 Memorandum of Understanding between the Division of
Energy, Mineral, and Land Resources (DEMLR)and the Division of Water Resources (DWR),
DEMLR will not approve erosion and sediment control plans or stormwater permits in riparian
buffered basins/watersheds if there are stream or buffer encroachment shown on the plans
without proper documentation from DWR or local government. Show all stream, wetland, and
riparian buffer locations on the plans. Provide copies of any wetland determinations or Water
Quality Certifications (401/404) for this project, as well as any local approvals for activity
within the buffers. [15A NCAC 413 .0106(1), Clean Water Act, Sections 401 and 404] Your
application/submittal information is submitted, but we must have a copy of the 401/404 permit
itself.
• On page CO-2, item 1 of the "Sediment and Erosion Control Procedures, there are references
to the "City of Charlotte". This project concerns the city of Concord and the North Carolina
Department of Energy Mineral and Land Resources. Please correct.
• On page Cl-1 through C 1-3 : Please be advised that the Land Quality office does not issue
grading permits. We issue a letter of approval for the erosion control plans, and once the initial
inspection has been completed, we issue a compliant inspection report. We do not issue a
permit. Please correct this, and keep it in mind for future plans in Cabarrus County.
• Additional measures may be required - The applicant is responsible for the control of sediment on -
site. The "no disturbance allowed area" (see sheet C1-2) appears to have insufficient erosion and
sedimentation control measures, the applicant must take additional steps necessary (i.e. silt fence
and/or diversion) to stop sediment from going on "no disturbance allowed area.
• Be advised that 401/404 permits/certifications may provide authorization to work in the areas subject
to those permits/certifications, but they do not grant approval to perform this work without the use
of an approved erosion and sedimentation control plan for the activity. Please show measures
required to perform construction in these areas such that stream and/or wetland impact is limited to
the area of approved impact. [G.S. 113A-57(3), 15A NCAC 4B .0115]
• Please provide locations for the concrete washout station and stockpiles, with measures. These
should not be.located within 50 feet of any storm drain, basin, or stream unless no alternative is
feasible. [G.S.143-215.1]
Best,
Ousmane Sidibe
Assistant Regional Engineer
North Carolina Department of Environmental Quality,
Division of Energy, Mineral and Land Resources
Land Quality Section

Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Office: 704 663 1699
Direct: 704 235 2147
ousmnq .sidibeCa�ncdenr.gov
C- - 5�"Nllothfnq Cbmpares----
mad correspondence to and from this address is subject to ttte
North Carolina Public records Law and may be disclosed to third parlies
3

Sidibe, Ousmane
From:
Sent:
To:
Cc:
Subject:
Attachments:
Ousmane,
[e-mail]
Thursday, April 13, 2017 9:32 AM
Sidibe, Ousmane
[e-mail]
RE: CABAR-2017-064 Comments
Attachments.html
Attached are the revisions and the comment response letter to the CABAR-2017-064 Comments. I apologize for it taking
longer to get these back to you than originally expected. If you have any questions, please do not hesitate to reach out.
You can find my contact information below.
Title Size
2017-0411 -Comment Response I..etter.pdf 618 KB
2017-0413 - Concord TMC Revised Erosion Control Plans Signed.pdf 47.2 MB
s Carney Hobson uses ShareFile to share documents securely. Learn More.
Thank you,
Cauley L. Hobson, E.I.T. l Civil Analyst
Kimley-Horn 1200 South Tryon, Suite 200, Charlotte NC 28202
Direct: 704.319.7680 l Mobile: [phone] l Cauley.Hobson a�7kimley-horn.com
From: Sidibe, Ousmane[mailto:[e-mail]]
Sent: Monday, March 27, 2017 1:06 PM
To: Hobson, Cauley <[e-mail]>
Subject: CABAR-2017-064 Comments
Mr. Hobson
Please find the listed comments to be addressed in order for us to continue with your application.
APPLICATION CHECKLIST ITEMS
IDENTIFIED DURING PRELIMINARY REVIEW
® Please provide a copy of the deed for the landowner(s) within the limits of disturbance. [GS
113A-54.1(a)]
1

ROY COOPER
�.
f
Governor
y
`...._x.j
T
tom?
r�.
Iv1ICHAEL S. REGAN
y.
Secretary
W
TRACY E. DAVIS
Energy, Mineral
and Land Resources
Director
ENVIRONMENTAL QUALITY
March 27, 2017
• •IRMII U-115,•� .
City of Concord
Attention: Joe K. Wilson
26 Union Street South
Concord, North Carolina 28025
RE: Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus
Project Location: Warren C Coleman Boulevard
Submitted By: City of Concord
Date Received by LQS: March 16, 2017
Plan Type: New
ESC Plan Reviewer: Ousmane Sidibe
Dear Mr. Wilson:
This office has received an erosion and sediment control (ESC) plan for the project listed above
which was submitted as required by the North Carolina Sedimentation Pollution Control Act
(G.S. 113A-57 (4)).
We have performed a preliminary review of your submitted plan and have determined that
additional information should be submitted before a full ESC plan review can be
completed. Attached is a checklist of items that must be submitted before we can complete
the ESC plan review process. Be advised failure to provide the additional information may
result in disapproval of your plan. Please direct all inquiries and response to the ESC plan
reviewer listed above and list the Project ID Number on all correspondence. All
information should be submitted no later than 20 days after the received date listed above.
The Act requires that all persons disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement of the land -disturbing activity
(G.S. 113A-54(d) (4)). The Act further states that this plan must be filed a minimum of 30 days
prior to the activity and the approving authority must approve or disapprove the submitted plan
within 30 days of receipt. Failure of the approving authority to approve or disapprove the
submitted plan within the 30-day period will be deemed approval of the plan.
State of North Carolina I Environmental Quality I Energy, Mineral and land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 1 Mooresville, NC 28115
704 663 1699 T

Letter of Receipt of Erosion Control Plan
City of Concord
March 27, 2017
Page 2 of 4
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act
prior to the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's
compliance with Federal and State water quality laws, regulations and rules.
If you have any questions, please do not hesitate to contact the ESC plan reviewer listed above.
Your cooperation in this matter is appreciated and we look forward to working with you on this
project.
Sincerely,
r
-_.
Isaiah Reed
Environmental Specialist
Land Quality Section
c: Eric C. Hampton, PE. Kimley-Horn 200 S. Tryon Street. Suite 200. Charlotte, NC 28202

Letter of Receipt of Erosion Control Plan
City of Concord
March 27, 2017
Page 3 of 4
1 6%. u1 i�.
® Please provide a copy of the deed for the landowner(s) within the limits of disturbance. [GS
113A-54.1(a)]
® The landowners are different than the financially responsible party. Please provide copies of
landowner -builder consent agreements. The agreements must be signed by a person in
responsible charge of the property to be developed. Please include the title of the signatory
authority (i.e. landowner, President, Manager, etc.) Please let us know if you need a sample
agreement. [G.S. 113A-54.1(a)]
• In accordance with a July 2016 Memorandum of Understanding between the Division of
Energy, Mineral, and Land Resources (DEMLR)and the Division of Water Resources
(DWR), DEMLR will not approve erosion and sediment control plans or stormwater permits
in riparian buffered basins/watersheds if there are stream or buffer encroachment shown on
the plans without proper documentation from DWR or local government. Show all stream,
wetland, and riparian buffer locations on the plans. Provide copies of any wetland
determinations or Water Quality Certifications (401/404) for this project, as well as any local
approvals for activity within the buffers. [15A NCAC 4B .0106(1), Clean Water Act,
Sections 401 and 404] Your application/submittal information is submitted, but we must
have a copy of the 401/404 permit itself.
® On page CO-2, item 1 of the "Sediment and Erosion Control Procedures, there are references
to the "City of Charlotte". This project concerns the city of Concord and the North Carolina
Department of Energy Mineral and Land Resources. Please correct.
• On page Cl-1 through C1-3: Please be advised that the Land Quality office does not issue
grading permits. We issue a letter of approval for the erosion control plans, and once the
initial inspection has been completed, we issue a compliant inspection report. We do not
issue a permit. Please correct this, and keep it in mind for future plans in Cabarrus County.
• Additional measures may be required - The applicant is responsible for the control of
sediment on -site. The "no disturbance allowed area" (see sheet C 1-2) appears to have
insufficient erosion and sedimentation control measures, the applicant must take additional
steps. necessary, (i.e. silt fence and/or diversion) to stop sediment from going on "no
disturbance allowed area.
® Be advised that 401/404 permits/certifications may provide authorization to work in the areas
subject to those permits/certifications, but they do not grant approval to perform this work
without the use of an approved erosion and sedimentation control plan for the activity.
Please show measures required to perform construction in these areas such that stream and/or

Letter of Receipt of Erosion Control Plan
City of Concord
March 27, 2017
Page 4 of 4
wetland impact is limited to the area of approved impact. [G.S. 113A-57(3), 15A NCAC 4B
.0115]
® Please provide locations for the concrete washout station and stockpiles, with measures.
These should not be located within 50 feet of any storm drain, basin, or stream unless no
alternative is feasible. [G.S. 143-215.1]

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIM NTATI N POLLUTION CONTROL ACT
t"R
No person may initiate any land -disturbing activity on one or more ages as co ered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Concord Traffic Management Center i
2. Location of land -disturbing activity: County Cabarrus City or Township Concord; s..
Highway/StreetWarren C Coleman BlvdLatitude 35.38 Longitude -80.57
3. Approximate date land -disturbing activity will commence: .tune, 2017
4. Purpose of development (residential, commercial, industrial, institutional, etc.): commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 30.93
6. Amount of fee enclosed: $ 2,015 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Eric Hampton E-mail Address [e-mail]
Telephone [phone] Cell # Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
City of Concord 704-920-5362
Name Telephone Fax Number
26 Union Street South
Current Mailing Address Current Street Address
Concord NC 28025
City State Zip City State Zip
10. Deed Book No. 07316 Page No. 0303 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
City of Concord
Name
E-mail Address
26 Union Street South
Current Mailing Address Current Street Address
Concord
NC 28025
City State Zip City State Zip
Telephone [phone] Fax Number

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Joe Wilson III
Name of Registered Agent
26 Union Street South
Current Mailing Address
Concord NC 28025
City
[e-mail]
E-mail Address
Current Street Address
State Zip City
Telephone [phone] Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Sign
I Q.s,�ceaa ��i.a�U
Title or Authority
Date
, �� OLt L._ LU _ , a Notary Public of the County of
State of North Carolina, hereby certify that appeared
personally before me this day and being duly s rn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this lay of \,V , 2®_[_�_

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATI N LLUTION CONTROL ACT,
�
No person may initiate any land -disturbing activity on one or more acres ascodered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Concord Traffic Management Center
2. Location of land -disturbing activity: County Cabarrus City or Township Concord,
Highway/StreetWarren C Coleman BlvdLatitude 35.38 Longitude -80 57 ; V3
3. Approximate date land -disturbing activity will commence: June, 2017 `}
4. Purpose of development (residential, commercial, industrial, institutional, etc.): commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 30.93
6. Amount of fee enclosed: $ 2,015 The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Eric Hampton E-mail Address [e-mail]
Telephone [phone] Cell # Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
City of Concord 704-920-5362
Name Telephone Fax Number
26 Union Street South
Current Mailing Address Current Street Address
Concord NC 28025
City State Zip City State Zip
10. Deed Book No. 07316 Page No. 0303 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
xIMLEY-HORN AND ASSOCIATES, INC. OOZ855
200 SOUTH TRYON STREET
SUITE 200 ��f rj� -( TE
CHARLOTTE, NC 28202 (/ ' ' f ► ira4/izio
PAY
TO THE
ORDER OF�
1 o' ' Q` DOLLARS
S
Wells Fargo Bank, N.A. EQa� eoo9

Kimley»>Horn
Transmittal
Date: March 15th, 2017 Job Number: 015888021
Project Name: Concord Traffic Management Center
To: NCDENR
Suite 200
200 South Tryon Street
Charlotte, North Carolina
28202
TEL: 704.333,5131
610 East Center Ave.
Suite 301'
Mooresville, NC 28115'
Y
We are sending these by
U.S. Mail ®
FedEx
Hand Deliver
❑ Other:
.p
r a�
We are sending you
Attached Under separate cover via
the following items:
[] Shop Drawings ® Prints/Plans
0 Samples
Specifications n Change Orders
Other:
Copies Date No. Description
2
3/15/17
1
24" x 36" Set of Civil Plans
1
3/15/17
2
Application Fee — Check Number 002855
1
3/15/17
3
Erosion Control Report/Calculations
1
3/15/17
4
Financial Responsibility/Ownership Form
1
3/15/17
5
Proof of Nationwide Permit 39 Submittal
These are transmitted as checked below. -
For your use Approved as submitted Resubmit Copies for approval
As requested Approved as noted Submit Copies for distribution
® For review and comment Returned for corrections Return Corrected prints
Remarks: Please find the Site Plan Review Application package for the above reference project.
Please do not hesitate to contact me at 704-319-7680 or Caulev.Habson c(�Kimley Horn.com with any
questions.
Thanks,
Copy to: Signed Cauley Hobson

PROOF
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Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: Concord Traffic Management Center '} `
2. Name of Property Owner/Applicant:_ City of Concord
3. Name of Consultant/Agent: Kimley-Horn & Associates Inc.
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): N/A
5. Site Address: Warren C. Coleman Blvd
7. City:
8. County: Mecklenbur
9. Lat: 35.379933 Long:-80.565770 (Decimal Degrees Please)
10. Quadrangle Name: Concord
11. Waterway: Unnamed Tributary to Irish Buffalo Creek Trib 1
12. Watershed: HUC: 03040105/Rocky River
13. Requested Action:
X Nationwide Permit # 39
General Permit #
X Jurisdictional Determination Request
Pre -Application Request (Mitigation Proposal)
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters
Keywords:,

March 15, 2017
Mr. Jason Randolph
Asheville Regulatory Field Office
US Army Corps of Engineers = _
151 Patton Avenue, Room 208 3
Asheville, NC 28801-5006
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street_
Raleigh, NC 27604
Re: 404/401 Permit (Nationwide 39) Application
Concord Traffic Management Center
Concord, Cabarrus County, NC
Dear Mr. Randolph and Ms. Higgins:
On behalf of our client, the City of Concord, Kimley-Horn is submitting the enclosed joint Section
404/401 Preconstruction Notification Application for the above referenced project for your review
pursuant to Nationwide Permit 39 and General 401 Water Quality Certification number 3890. This
application is to request authorization for impacts to waters of the US associated with the
development of a new Traffic Management Center and associated roadway in Concord, NC. The
following information is included as part of this application submittal:
• Project Summary Sheet
• Agent Authorization
• Pre -Construction Notification Form
• Project Site Figures
o Figure 1 —Vicinity
o Figure 2 — USGS Topo (Concord Quadrangle, 1993)
o Figure 3 — SSURGO Soils (2014 NAIP Aerial)
o Figure 4 — Jurisdictional Features (2014 NAIP Aerial)
o Figure 5 — Proposed Conditions (2014 NAIP Aerial)
o Figure 6 — Impact Area (2014 NAI P Aerial)
• Construction Drawings for Concord Traffic Management Center
• Project Site Data forms
o NCDWQ Stream Identification Form
• Project Site Photo Pages
• USFWS Agency Response Letter
• North Carolina Natural Heritage Program Report
• Preliminary Jurisdictional Determination Request
The project is located southeast of the intersection of Warren C. Coleman Boulevard and General
Services Drive in Concord, Cabarrus County, North Carolina. Existing land use in the vicinity of the
project includes light industrial, multi -family residential, and undeveloped forested/maintained
properties.
200 South Tr}on,Street; Suite 200Charlotfe: NC 28202

Kimley)))Horn Page 2
The 404/401 (NWP 39) application presents site conditions evaluated by Kimley-Horn staff (Chris
Tinklenberg, PWS) on November 12, 2015. The stream delineation was performed by utilizing sub -
meter GPS equipment locate the stream centerline.
The proposed project seeks to develop a new Traffic Management Center (approximately 3,200 SF)
in a two story building along Warren C. Coleman Boulevard. The site development will consist of the
new building, associated parking, pedestrian connections, and landscaping. Additionally this project
will include the construction of a 1,500 LF roadway that will serve the overall master plan of the City's
property. The proposed project seeks to install a 96-linear foot, 36-inch reinforced concrete pipe
(RCP) with rip -rap outlet protection along an unnamed tributary located at approximately
35.379933°N,-80.565770°W. Currently the unnamed tributary is conveyed through an existing 18
linear foot, 15-inch RCP crossing beneath an unpaved, maintained vehicle trail. The existing 15-inch
RCP will be removed and replaced by the proposed 36-inch RCP. Permanent stream impacts will be
adjusted to account for the 18 linear foot pipe removal/replacement. The project will require 30 linear
feet of temporary impacts to install an impervious dike, stone ring, and a pumped diversion to allow
for work in dry conditions. The project will result in 98 linear feet of permanent stream impact -net loss
of waters of the US and 30 linear feet of temporary stream impacts from the activities necessary to
construct the new roadway.
Please feel free to contact me at [phone] if you have any questions, or if additional
information is necessary.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments
Cc: Rick Blat, PE
City of Concord
850 Warren C. Coleman Boulevard
Concord, NC 28026
200 South Tr}on Street Suite 200 Charlotte NC 28102:

Kimley»>Horn
Project
Applicant Name and Address:
Telephone Number: 704-920-5403
Type of Request: ® Nationwide PCN (NWP # 39) ❑ Individual Permit Application
® Jurisdictional Determination ❑ Other:
Included Attachments: ® Project Plans ® USGS Map ® NRCS Soil Survey
® Agent Authorization ® Delineation Sketch ❑ Delineation Survey
❑ Data Forms (Up & Wet) ® NCDWR Stream Forms ® USACE Stream Forms
❑ NCEEP Confirmation ® Aerial Photo ® Site Photos
® Agency Correspondence ❑ Other: ❑ Other:
Check if applicable: ❑ CAMA County ❑ Trout County ❑ Isolated Waters
❑ Section 7, ESA ❑ Section 106, NHPA ❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Cabarrus Nearest City/Town: Concord
Waterway: Unnamed Tributary
H.U.C.:03040105
Property Size (acres): 22.6
Site Coordinates (in decimal degrees): 35.379933 ON
River Basin: Rocky River
USGS Quad Name: Concord
Approx. Size of Jurisdiction on Site (acres): 0.02
-80.565770 °W
Project Location: The project area is located southeast of the intersection of Warren C. Coleman Blvd and General
Services Drive Royston Road in Concord, Cabarrus County North Carolina
Site Description: Existing land use in the vicinity of the project includes light industrial multi -family residential and
undeveloped forested/maintained properties.
Impact Summary (if applicable):_ The project will result in 98 linear feet of permanent stream impact -net loss of waters
of the US and 30 linear feet of temporary stream impacts from the activities necessary to construct the new roadway.
NWP
#
Open Water
(acres)
Wetland
(acres)
Stream Channel
Intermittent and/or Unimportant
Aquatic Function
Perennial and/or Important
Aquatic Function
Temp.
Perm.
Temp.
Perm.
Tem
Perm.
Temp.Perm.
If
ac
if
ac
If
ac
if
Ac
39
30
0.001
98
1 0.01
Total
30
0.001
98
0.01
Total Permanent Impact to Waters of the U.S. (feet/acres)
98/0.01
Kimley-Horn Contact: Chris Tinklenberg, PWS Direct Number:_(704) 409-1802
Email: chris.tinklenberg(a,kimley-horn.corn
200 South Tryon Street'Suite.200 Charlotte NC 2$2,02

Erosion & Sedimentation Control Calculations
Concord ,•- -
Site Development Plans
Concord,
Prepared for:
City of Concord NC
26 Union Street South
Concord, NC 28025
© Kimley-Horn and Associates, Inc. 2017
r
-rs

I *Horn
CONCORD TRAFFIC MANAGEMENT CENTER
SITE DEVELOPMENT PLANS
CONCORD, NC
EROSION AND SEDIMENT CONTROL CALCULATIONS
Prepared for:
City 0f,concord
26 Union Street South
Concord, NC 28025
Prepared by:
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Ki ill ley -Horn and Associates, Inc.
200 South Tryon Street, Suite 200
Charlotte, North Carolina 28202
NC LICENSE fiF-0 102
MARCH 2017
015888021

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific
purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and
adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

TABLE OF CONTENTS
OVERVIEW
EROSION AND SEDIMENT CONTROL CALCULATIONS
DIVERSION DITCH DESIGN CALCULATIONS
TEMPORARY SLOPE DRAIN CALCULATIONS
SEDIMENT BASIN DESIGN CALCULATIONS
TIME OF CONCENTRATION ANALYSIS AND COMPOSITE CURVE NUMBER CALCULATIONS
ICPR MODEL ROUTING RESULTS FOR SEDIMENT BASIN
Appendix A
VICINITY MAP
FEMA FIRMETTE MAP
STORM DATA
HYDRAULIC SOIL SURVEY
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

Kolmley))) Horn
OVERVIEW
Background
This report has been prepared to support the Site Development Plans for proposed Concord Traffic§
Management facility. The approximately 31 - acre project site is located on Warren C Coleman Blvd. in'" t
Concord NC, of which approximately 20.5 acres are disturbed. The project consists of the construction of
and operation of a Traffic Management Center. The project consists of the construction of a new public
road, driveway, parking lot, a master stormwater BMP, and all associated utilities to serve a new Traffic
Management Center. Pads for future development by the City of Concord are also to be mass graded.
This report contains calculations for the proposed Erosion and Sedimentation Control Best Management
Practices to be utilized during the construction of the proposed facility.
Site Description
The site is currently wooded with an existing gravel area, approximately 4,000 square yards, used as a
solid waste debris site. There is an existing gravel drive connecting the debris site to General Services
Drive. There is also an existing gravel drive located towards the western side of the property, extending
from the debris site to U.S. Highway 601 Bypass. The existing topography ranges from 645 FT to 570 FT
and slopes down toward the south west corner of the property. Generally, stormwater runoff from the
site currently flows into the existing swales that run through the center of the site before draining west
to the existing creek.
Adjacent property
The property is bound to the north by U.S. Highway 601 Bypass. There are also two parcels that extend
across the north end of the site. One parcel is owned by Okey Tysen and the other by Roman Catholic
Diocese of Charlotte, NC. The adjacent property to the west is owned by Bill Krimminger and the
property to the east is owned by TC Summerwalk, LLC. To the south, the parcel is bound by the property
own by the Board of Light and Water Commission, City of Concord and General Services Drive.
Soils
The Web Soil Survey for Cabarrus County, North Carolina (published by the United States Department of
Agriculture Natural Resource Conservation Service) indicates that there are four primary soil series on
the subject site. The soil series at the site consist primarily of the Chewacla Sandy Loam (ChA), Cullen
Clay Loam (CuB2), the Cullen Clay Loam Loam (CuD2), and Poindexter Loam (PoF) Soil Series. These soils
have Hydraulic Soil Group classifications B/D, B, B, and C respectively. Refer to Figure 3 of this report.
Flood plain/Floodway/FIRM Flood Insurance Rate Map
Based on the effective FEMA Flood Insurance Rate Map Number 3710553900J (Panel No 5539), dated
November 5, 2008 this site appears to be mostly in an unshaded Zone X: areas determined to be outside
the 0.2% annual chance floodplain. Towards the south west corner of the site there is a shaded Zone X:
areas of 0.2% annual chance floodplain. Located within that shaded Zone X there is a shaded Zone AE:
areas of 1% annual chance flood event. Refer to Figure 2 of this report.
Streams/Wetlands
The site discharges to the named receiving water Irish Buffalo Creek. Irish Buffalo Creek is classified as
Class C — Aquatic Life, Secondary Recreation, Free. There are jurisdictional wetlands on the property.
There are proposed Impacts to the wetlands and an Army Corps Nationwide Permit has been applied
for. Based on available GIS information, the site does discharge to 303D waters.
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 25025

EROSION AND SEDIMENTATION CONTROLS
Development of this project requires disturbance of approximately 20.5 acres. A variety of storm water
pollutant controls are proposed for this project. Some controls are intended to function temporarily
during construction, while others will be slightly modified to remain as permanent measures after
project completion. Please see below for a detailed description of each measure, and refer to the
attached Erosion and Sedimentation Control Plan/Site Maps, Phase 1 and Phase 2 and the Erosion and
Sedimentation Control Details in the "Site Development Plans for the Concord Traffic Management
Center" prepared by Kimley-Horn and Associates, Inc. (Construction Drawings) for further information.
The following measures will be used to control erosion and sedimentation for this project. Please see
the calculations for more information on the design of each item.
Soil Stabilization
The purpose of soil stabilization is to prevent soil from eroding and leaving the site. In the natural
condition, soil is stabilized by native vegetation. The primary technique to be used at this project for
stabilizing site soils will be to provide a protective cover of grass, pavement, or building structure.
Temporary Seeding or Stabilization — All denuded areas that will be inactive for 14/7 days or more must
be stabilized temporarily with the use of fast -germinating annual grass/grain varieties appropriate for
site soil and climate conditions, straw/hay mulch, wood cellulose fibers, tackifiers, netting and/or
blankets. Stockpiles and diversion ditches/berms must be stabilized to prevent erosion and dust issues.
Permanent Seeding, Sodding or Mulching — All areas at final grade must be seeded or sodded within
14/7 days after completion of work in that area. Seed immediately after final grade is achieved and soils
are prepared to take advantage of soil moisture and seed germination. At the completion of ground -
disturbing activities the entire site must have permanent vegetative cover, meeting vegetative density
requirements, or mulch per landscape plan, in all areas not covered by hardscape (pavement, buildings,
etc.).
Seeded areas shall be protected with mulch or a rolled erosion control product. Mulch must be
anchored to the soil surface by spray -on tackifiers or crimped by disc or other machinery and/or rolled
erosion control products must be installed per manufacturer recommendations.
Consideration is given to climate conditions, soil type and native vegetation when designing the final
landscaping plan. Note: Crushed/decomposed granite or other non -vegetative cover may be an
acceptable final cover in arid climates.
To minimize the potential for erosion and maximize seed germination & growth, the General Contractor
must evaluate the short and long-term local forecast prior to applying permanent seed or sod.
Final site stabilization is achieved when perennial vegetative cover provides an established permanent
ground cover sufficient to restrain erosion. This shall be no less than a coverage density of at least 80
percent over the entire area to be stabilized by vegetative cover. Furthermore, "establishment of
stabilization" is loosely defined by the State and could include vegetation growing through at least one
growing season, based on site and drought conditions at the time vegetation is first established. This
area is exclusive of areas that are covered with rock (crushed granite, gravel, etc.) or landscape mulch,
paved or have a building or other permanent structure on them.
Structural Controls
Stormwater runoff will be managed throughout construction through the use of a skimmer sediment
basin, silt fences, stabilized construction exits, storm sewer inlet protections, rock check dams, diversion
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

ditches and berms, culverts, and stone outlet protection. The erosion and sedimentation control devices
were designed using the NCDEQ Erosion and Sediment Control Planning and Design Manual, dated May
2013. Refer to the following detailed descriptions of these erosion control and sedimentation control
devices.
Silt Fence — Silt fence is a synthetic permeable woven or non -woven geotextile fabric incorporating
metal support stakes at intervals sufficient to support the fence (5-feet maximum distance between
posts), water, and sediment retained by the fence. The fence is designed to retain sediment -laden
stormwater and allow settlement of suspended soils before the stormwater flows through the fabric and
discharges off -site. Silt fence shall be located on the contour to capture overland, low -velocity sheet
flows and is typically installed with a wire fence backing for additional support. Wire fence backing is
required unless the silt fence is installed using the slicing method as the slicing method ensures the silt
fence fabric is anchored securely in the ground.
Filtrexx Filter Soxx — Filtrexx® SiltSoxx1m is a three-dimensional tubular device made of FilterMedia'"
encased in Filtrexx® Mesh1m. It is designed to support stormwater management, sediment & erosion
control and pollutant removal Best Management Practices (BMPs). It is generally used in areas where
delimiting at risk areas and diverting, cleaning and filtering stormwater runoff is critical. The Soxx are
designed to retain sediment -laden stormwater and allow settlement of suspended soils before the
stormwater flows through the media and discharges off -site. As an alternative to Silt Fence and Coir
Wattles, the Soxx will be stacked to increase the effective height and help prevent sediment discharge
offsite. In addition to perimeter control, Filtrexx® SiltSoxx1m will also be used for check dam applications.
They are generally used in ditches, channels and swales to protect specific areas by slowing
concentrated stormwater flow velocity, reducing bed erosion and filtering sediment, pollutants and
other particles. Check dams are highly effective at reducing flow velocities, simple to construct and
require very low maintenance.
Construction Exit — All access points from the public street into the construction site shall include a
construction exit composed of course stone to the dimensions shown on the Construction Drawings
detail sheet. The rough texture of the stone helps to remove clumps of soil adhering to the construction
vehicle tires through the action of vibration and jarring over the rough surface and the friction of the
stone matrix against soils attached to vehicle tires.
In addition to the stone at the construction exit, it may be necessary to install devices such as pipes
(cattle guard) to increase the vibration and jarring. It may also be necessary to install a wheel wash
system. If this is done, a sediment trap control must be installed to treat the wash water before it
discharges from the site.
All site access must be confined to the construction exit(s). Barricade to prevent use, any locations other
than the construction exit(s) where vehicles or equipment may access the site. Use jersey barriers,
construction fencing/drums, etc. near construction exit(s) to prevent traffic by-pass or short circuiting.
Check Dams — Defined channels subject to concentrated flows in larger quantities and higher velocities
may be protected with rock or other manufactured device (coir wattles and Filtrexx Filtersoxx) that can
be used as a check dam. The dams impound sediment -laden water and allow for settlement of
suspended soil before the stormwater flows over and through the device. Dams shall be placed along
the water course at linear intervals in which the elevation of the bottom of the upper most check dam is
at the same elevation as the top of the check dam immediately below it. This will allow the most
ponding capacity and will not increase the velocity of the water flowing along the channel.
Location and spacing of check dams are shown on the Site Maps. Check dams are composed of crushed
stone or rip rap or of other manufactured devices.
Diversion Ditch/Berm — Diversion ditches (swales) and berms (dikes) are constructed as shown on the
Site Maps at locations within the construction site to intercept overland flow and direct or divert flow to
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

a sediment basin or other point where discharge can be controlled. Ditches are excavated in the surface
soils with the spoils from the excavation typically placed along the downstream edge of the ditch to
provide additional capacity. Berms are built up on the surface soils and compacted to create a stable
diversion.
Sediment Basins — Temporary sediment basins are depressions constructed downslope of construction
activity and located such that stormwater runoff from upland areas diverted through the basin.
Sediment basins shall be constructed as directed by the SWPPP and shall be constructed as part of the
initial Phase I BMPs whenever practical. Baffles are provided within the basin and a skimmer is utilized
to discharge flow from the basin.
CONCLUSION
The proposed erosion and sedimentation control measures were designed using methods prescribed by
the aforementioned resources. Based on the analyses provided, the proposed systems address and
meet the requirements of the North Carolina Division of Land Resources and Water Quality.
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concof•d, NC 28025

i
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

EROSION AND SEDIMENT CONTROL CALCULATIONS
DISSIPATOR PAD CALCULATIONS (HEC14)
Project Information
Project Name: Walmart Distribution Center #6858,
Sam's Distribution Center #8542
KHA Project #:
Designed by: KMH
Revised by: CLH
Checked by:
TEMPORARY DIVERSION ANALYSIS TABLE
i � • Si
Date: 1 /28/2015
Date: 2/28/2017
Date:
SYMBOL (UNITS)
TD1
TD2
TD3
TD4
DRAINAGE AREA
A (ac.)
8.21
3.07
5.99
0.51
TC
(TC MIN)
5.00
5.00
5.00
5.00
INTENSITY
"I" (IN/HR)
7.26
7.26
7.26
7.26
(10-YR) DESIGN DISCHARGE
Q (ft^3/s)
48.86
18.28
35.66
3.01
WIDTH
W (FT)
3.00
3.00
3.00
3.00
SIDE SLOPES
(H:V)
3.00
3.00
3.00
3.00
GRADIANT
So (%)
4.24
1.72
1.88
0.50
VELOCITY
V (FT/S)
8.98
4.97
6.12
1.95
NORMAL DEPTH
(FT)
1.05
0.82
1.10
0.46
CROSS SECTIONAL AREA OF FLOW
D(ft)/A (ft)
5.44
3.68
S.83
0.91
GRAVITY CONSTANT
g (ft/s)
32.20
32.20
32.20
32.20
RIP RAP APRON CALCULATIONS
NOMINAL RIP -RAP SIZE
D50 (ft)
0.35
0.20
0.20
0.21
(10-YR) DESIGN DISCHARGE
Q (ft^3/s)
48.86
18.28
35.66
3.01
DIAMETER OR CROSS SECTIONAL AREA OF FLOW
D(ft)/A (ft)
5.44
3.68
5.83
0.91
1.05
0.82
1.10
0.46
TAIL WATER DEPTH (ASSUMED TO BE 0.4*D)
TW (ft)
32.20
32.20
32.20
32.20
GRAVITY CONSTANT g (ft/s)
RIP RAP APRON CHARACTARISTICS
RIP RAP CLASS
CLASS
1.00
1.00
1.00
1.00
APRON WIDTH (START)
3*D (ft)
9.00
9.00
9.00
9.00
35.92
19.88
24.48
7.80
LENGTH
X*D (ft)
18.00
18.00
18.00
18.00
DEPTH (INCHES) Z*D50 (ft)
APRON WIDTH (END)
3*D+(2/3)*L (ft)
21.00
21.00
21.00
21.00
ALL RIP RAP CALCULATIONS WERE PERFORMED IN ACCORDANCE WITH THE FHWA "HYDRAULIC ENGINEERING CIRCULAR"
14 PER TXDOT HYDRAULIC DESIGN MANUAL GUIDANCE.

Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

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Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

Kimley>Morn
PAGE 1 OF 6
Project Information
EROSION AND SEDIMENT CONTROL CALCULATION NCOENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS, SBA
Project Name CONCORD TMC-015888021 XX% INPUT CELL
KHA Project ff 15888021 SELECT FROM LIS
Designed by: RBD Dale: 5YI12015 XXX CALCULATED CEL
Revised by: CLH Date: 2'2812017
Checked by: Date:
STEP I DETERMINING DESIGN CONSTRAINTS
'DESIGN DATA
BMP NAME
581
OUTFAU LOCATION
at
DISTURBED AREA. DRAINING TO BMP. ac.
18
DRAINAGE AREA NAME
DA-1
2YR FREQUENCY FACTOR(Cf)
1
30YR FREQUENCY FACTOR C
1
APPROXIMATE LENGTH OF BASIN (ft)
350
APPROXIMATE WIDTH OF BASIN 11
M5
2YR ALLOWABLE DISCHARGE FROM CS(CFS)
N/A
;DESIGN CONTSTRAINT$
DESIGN STORM EVENTS
2Yfl
IOYR
TOTAL DRAINAGE AREA '.(At1
22.6$
22.68
DISTURBEDAREA- AC
17.72
17.72
TIME OF CONCENTRATION MIN
23.19
23,19
INTENSITY IN HR
: 3.10
4A1
TIME OF CONCENTRATION ` MIN
5
S
INTENSITY IN HR
S.66
7.26
PF (24HR STORM EVENT IN
3.5
5.1
RATIONAL DISTURBED AREA ON LY
0.82
0.82
RATIONAL DOTAL DRAINAGE AREA
0.67
0.67
SCS CURVE NUMBER DISTURBED AREA ONLY
91.00
91.00
SCS CURVE NUMBER OTAL ORAINA6E AREA
- 79.51
795I
SURFACE AREA REQUIRED PER CFS OF -
DID PEAK FLOW(Sr)435.0D
43SR0
STORAGE VOLUME
REQUIRED/DISTURBED ACRE DRAINED -OCT)1800
1800
STORAGE VOLUME REQUIRED (CF)
31,896
31,896
Step 2A: Estimating Peak Discharge
Rational Method
Or = C, -i"A
C„i = We
C=0,020 CN-1.0
.1. =b/(t,+d)`
where.
C$ (cfs) = Rational Method Peak Discharge
C1= Frequency Factor as described in the Montogmeery County Drainage Criteria
Manual
C= Rational Runoff Coefficient, (the rational runoff coefficient has been
determined using the linear relationship that relates the SCS curve number to
the rational method runoff coefficient.
Cn, = Adjusted Rational Runoff Coefficent, the product of C - C, cannot exceed ID
"i'(in/hr) = Rainfall Intensity
"T, " (min) = Time of Concentration
e (in), b, d (mins) = Rainfall intensity duration frequency coefficients for Montgomery County as
Reported by TxDOT
A (or) = Area of Watershed or Drainage Basin
SWPPP CALCULATIONS
SB-A 2017 - 0227 - SB-Sxlsm BMP DESIGN

Kimley>Morn
PAGE 2 OF 6
Project Information
EROSION AND SEDIMENT CONTROL CALCULATION NCDENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS, SB-1
Project Name. CONCORD TMG-016888021 %%% INPUT CELL
KHA Project d 15888021 SELECT FROM US
Designed by: ROD Date: 5/1/2015 %X)i `CALCULATED CEL
Revised by: CLH Data: 2/28i2017
Checked by: Date:
STEP I DETERMINING DESIGN CONSTRAINTS
2YR
10YR
Rational Method Peak DhchareEsumatun,
TOTAL DRAINAGE
AREA
DISTURBEOAREA.TOTAL
ONLY
DRAINAGE'
AREA
DISTURBED AREA:
ONLY
FREQUENCY FACTOR (Cr)
4
1.00
100.
1.00
1.00
Rational C.Value ;:
C
0,67
0.82
0.67
0.82
Adjusted Rational C-Value
C .
0,67.
0,82
0,67
0.82
Tittle Of Concentration
'Tc"(mol
23.19
5.00
23A9
5.00
Rational Intense
"tY./fir)
3.10
5.66
4.17
7,26
Drainage Area
A(ac)
I 22.1a
17.72
22.66
17.12
Estimated Rational Peak Flow `
gp(cfs).
47.3
82.2
63.6
105.5
1 Time of Con-umoon was calculated per the TR-SS FEES Method), The Time of Concentration was estimated from the most
hydrologically distant point. Additional sheet flow lengths were limited to led ft or less.
2 Pre Development peak flow is determined from the pre development values for the total development assuming the pre
developed flow to the basin was in existing conditions.
Step 2B: Estimating Depth Time to Peak
SCS Method
Tp= Vol/(1.39•Qp)
Vol= Q`(A)
Qk = (P - 0.2-5)2/(P I 0.8S)
5 = (5000/CN) - 10
where.
Tp (min) = Estimated Time to Peak
Vol(CF)= Volume of Runoff
Q' (in) = Runoff Depth
A (ac) = Area of Watershed or Drainage Basin
P (in) = Precipitation Depth for Design Storm Event as Reported By Tx00T
S(in)= Ultimate Soil Storage
CN= Composite SCS Curve Number
2YR
10YR
SCS Runoff Volume Calculations& Estimated Time to Peak
TOTAL DRAINAGE
AREA
DISTURBED AREA
ONLY
:TOTAL DRAINAGE
AREA
DISTURBED AREA
ONLY
24-HOu r Ste run Event Depth
P In
3.50
3.50.
5.10
SAO
SCS Composite Curve Number
CN
79.5
91.0
79.5
93A
SCS Estimated Soil Storage
Sin
2.58
099
2.58
0.99
Runoff Depth
Q' n
1.60
2,54
293
4.OB
Draind eArea
A fact
22.68
17.72
22.68
17.72
SCS Runoff Volume.
Vol CF
131,867
163,454
1 243631
262390
Estimated Time to Peak
Tp(min)
I 10
<24
1 46
30
SWPPP CALCULATIONS
SB-A 2017 - 0227 - SB-l.xlsm BMP DESIGN

Kimley»)Horn
PAGE 3 OF 6
EROSION AND SEDIMENT CONTROL CALCULATION NCDENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS, SB-1
Project Information
Project Name: CONCORD TMC - 0 15888021
F XX% INPUT CELL
KHA Project p: 15888021
SELECT FROM LIS
Designed by: RBD Date: 5/1/2015
X%X . CALCULATED CR
Revised by: CLIFF Dale: 2l2812017
Checked by: Data:
STEP 1 DETERMINING DESIGN CONSTRAINTS
Step 5: Estimate Provided Detention Volume
Average End Area Method
AV = (Sr S,i'(A'- A�)/2
Vol =Vo AV
where:
AV= Incremental Volume
Sr (fti = Upper Stage
S (st) =Lower Stage
A, (sl) = Area at Sr
A, (sf) = Area at 5,
V,Rf) = Initial Volume
Vol (cf0= Cumulative Storage Volume at Each Stage
Desien Notes:
1 - Determine the Storage Volume Provided (Total Pond Volumes) for each watershed/drainage basin for comparison
2 - Using the swgea,a, relationship the pond volumes Can be estimated using the average and area method.
Sediment Basin Stage -Area -Storage Table
Sediment Britt Charectarlstics
Stage
fit)ft'1
Area
Storage Volume
Ra
Bottom of Basin Elevation
'. R-riPrimary Spfllway Elevation
EmergencyAVeir Spillway Elevation
Top. of Basin Elevation
576.5
20864,205
:0
577e
23869.31
11,183
578.0
33099,92
39668
579.0
35853.61
74,145
580.0
38732.14
111438
581.0
41739,06
151695
We
44897.13
195017
582,S
22337.3
583.5
58
'Sediment Basin
Design Storage Elevation
Design Storage Valume
Top afBasin Elevation
Bottom ofBasinflevotioa
Design Storage Depth
Pending Depth
Summar '.
581 It
151,695 ft'
582 ft
576.S It
4.5 it
5.5 U
Pond Sta a-5tora e Relationshfic, Derivation
Exponential Coefficient ,b 1.3
Ks (Storage Coeficfentj Ks 22,062.5
Estimated storage @TOP S,q, a_tam'- 19S,017
EstimafedStorage@Bottom (1'J S w, = 53,514
Set Riser Characteristics Determine Riser He(ght and Determine Storaee Depth
RISER BARRELL CONFIGURATION
RiserT 7em Temoia
_
Stara a Volume Required/Disturbed Acre
1,800
Storage Volume Required
31 896
em era Riser Elevation
587.90
Storm eVolume TIt,LEatlon
19049S
Storm e Votume Provided Sufficient
YES
Surface Area Required PerAcre of,Qtp Peak Flow.
435
Surface Area fl aired
27.677
Erm, 5 Blwa en Elevinlr n
582.00
Designg Surface Area
44 897
Surface Area Provided Sufficient <
YES
Riser:T a
permanent
Riser.Mdkerial
CONCRETE
Shape
'a Bare
Size WIDTH OF OPENING)a8
'
Bottom of Riser Elevation
572.62
Top of Riser Elevation
58L9
Area of Riser
16
Volume of Water Displaced
148.5
Weight of Water Displaced
9 265
Safety Factor
1.3
Minimum Required Wiht of Antifioatation Device -
12045
Anchor Block Area -
20
nchor Block Len thand Width or Diameter
4.50
Minimum De th of Anchor Block
4.00
Barrel Type
Permanent
Barrel Material
RCP
Permanent Barrel Invert
572.6
Bartel SHa
24.00
Barrel Invert
576.50
SWPPP CALCULATIONS
SB-A 2017 - 0227 - SB-1.xlsm BMP DESIGN

Kimley>Morn
PAGE 4 OF 6
Project Information
EROSION AND SEDIMENT CONTROL CALCULATION NCDENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS, SB•1
Project Name CONCORD TFAC - 015888021 XlIX INPUT CELL
KHA Project g. 15888021 SELECT FROM LI5
Designed by: RED Date: 5/1/2015 xXX CALCULATED CEL
Revised by: CLH Date: 2128i2017
Checked by: Date:
STEP 1 DETERMINING DESIGN CONSTRAINTS
STEP 6 PERFORM CHAINSHAW ROUTING WITH BMP CHARACTARISTICS DETERMINED ABOVE
.Stake -Storage Relationship Summari
Table
Total Pond Storage Provided
S
190495
Alg,bmh, Parameter Ks(Storage CoViicrent)
K,
22,063
AIg bmfc Parameter.
Is
1.28
_ _
Initial Stage (Water Surface Elev.)
Z.
576.5
SCS V Volume
Drainage Area to SMP A ac
I'll
22.68
®��0 R
22.68
Runoff Depth ` In
1.Eo
2.93
SCS Runoff Volume Vol (it') :
163,454
262,390
Rational Method Peak Dischartne
Adjusted Rational C-Value
C„t 0.67
067.
Time of Concentration, (min
T�(m1n):' 23.19
23.19 .
Design Storm Intensity
1In T.::. 3.10
4.17.
Peak Flow
Qp(cfs)`.. 47.34
63.63
Hrhom h
Estimated Time to Peak Te(mn):
19
46
Delta Time Stage AT (.in)
1
1 .
DETENTION
Initial Stage El (it) 577 577
Riser Barrel Confi uration
Numhere Risers
1
Riser T Pe
:. Square
Riser Width
8
Weircoefficient
33
Sharp Crested Weir
Top ofPoter Elevation
.90
Sorrel Diameter
=E..Jft)57
.00
Coefficient of Discharge
60
Typical Defauli Value
Invert Elevation.. gfBerrel
.50
Drawrlown Orifice fSklonnue, Orifica
Orffce Diameter
D(in)
4.30
Coefficient ofDitcharge
Ca
0.6 Typical Default Value
Orifice Invert (Elevation)
E.-
W&SO
Orifice 1
Invert ofOfe(Elevotion)
578.8
Weir Coefficient
C.
'3.33 Sharp Crested Weir
Width
L
33
12
Rise
H
Coefficient of Discharge
Ca
0.6. Typical Default Value
Orifice 2
Invert of Orifce
Eu;,s,
579.5
Weir Coefficient
C.
3.33
Sharp: Crested Weir
Widen
L
28
Rise'.
H
6
Coefficient of Discharge
Ca
0.6
Typical Default Value
Orif ce 3
Invert ofOffce
0
We coeflilent
C„.
3.33
Sharp -Crested Weir
Width
L
0
Rise
H
0
Coefficient of Drscharge
Ca
0.6
Typical Default Value
Overflow Weir 1.
Length L(ft)
0
Weir Coefficient C,;
3.00
.road -Crested we,
Weir Elevation E„=„
0.00
Weir
len th
L Ift)
0
We r Coefficient
C„
3.0077F
Broad -Crested Weir
Weir Elevation
E„,.,
0
For 0 5 t 5 1,25-1'P
Q 2L I -COS (T P��� (�-1)
For t > 1,25 TIP
Q = 4.34 Up exp( - 1.30' P4 (Ifl-2)
SWPPP CALCULATIONS
58-A 2017 - 0227 - SB-1.xism BMP DESIGN

Kimley»)Horn
PAGE 5 OF 6
Project Information
EROSION AND SEDIMENT CONTROL CALCULATION NCDENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS, SB-1
Project Name. CONCORD TMC - 015888021
KHA Project N. 15888021
Designed by: RBD Date: 5,110015
Revised by: CLH Date: 228f2017
Checked by: Data:
STEP 1 DETERMINING DESIGN CONSTRAINTS
STEP 7 Size Fair Cloth Skimmer
Sizing of Faircloth Skimmer: Desl ned for one 3"'skimmer
Number of Skimmer Devices:
3
Storage Volume to be Required in Phases cf:
31896
Storage Volume to be drained in Phasesleft;
190,495
Time to Dewater Basin.(day,)_.
2
Full Ff.. Ca .eft et
127869
Designed Volume =:Full -Flow Capacity
0.67.
Ste m: Size of Skimmer =.
8"
Ste #2: Factorhcf ip2l
3,283
,Size of orifice Radius n -
4.30
(Designed Storage Volume Provided for Riser Basin)
If day minimum, Jurisdic(ionaRy Specific)
(From Step g1 Below for Size of Skimmer Per Draw down Period)
NOT O.K. > Multiple Skimmers Needed
(From Step 92, cf/in' for Specific Size Skimmer)
(Step #2 solved for Radius in inches)
Steo 111:
Sten 9
Compare the Volume Provided to the
Full -Flow
Take the Basin Volume= Factor of Skimmer
chosen in Ste
al then Solve for
the Orifice Radius r
Skimmer Size wl Designed Head (in)
FoiFFIOw Dratnln9
Capacity Per(cQ
@
Time Period (days)
Selected Skimmer Size
Factors cf/in
( r)
@
Time Period da
( ys)
1.213
@
1
1,123
@
1
2'skimmued2'head
6.566
@
2
2' skimmer
2,246
@
2
22,982
7
7.86f
0
i
5,500
@
i
1.144
@
1
2.5'skimnterw/2'head
11.000
@
2
25' skimmer
2.304
@
2
38,500
7
8,064
7
9,774
@
i
1.382
@
i
3'skimmer wy 3'head
19,54%
@
2
3' skimmer
2,]65
@
2
68,415
7
9.677
7
18.267
@
1
1,454
@
1
4'skimmer vd 3.3' head
36,534
@
2
4' skimmer
2,909
@
2
127.869
]
10.178
R
7
323832
@
1
1.642
@
1
5'skimmerw/4'head
65,664
@
2
5' skimmer
3283
@
2
229,824
0
7
1 11,491
7
51,840
@
1
1,814
@
1
6'skimmerw/ 5'wad!
'03,680
@
2
6' skimmer
3.628
@
2
362,880
7
12,701
7
97.978
@
1
1,987
@
1
8°skimmer vd 5'head
195,956
@
2
8' sk'vnmer
3.974
@
2
685,846
@
]
13,909
@
7
Tahles from "A Manual for Designing,
Installing, and maintaining
Skimmer Sediment
Basins' by 1.
W. Feirdoth & Son, November ZOOS; fairciothskimmercom
a
xxx INPUT CELL
SELECT FROM IS
xXx CALCULATED CEL
SWIFT CALCULATIONS
SBA 2017 - 0227 - SB-l.xlsm LIMP DESIGN

Kimley»)Horn
PAGE 6 OF 6
Project Information
EROSION AND SEDIMENT CONTROL CALCULATION NCDENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS, SB-1
Project Name: CONCORD TMC - 015888021
XXX INPUT CELL
KHA Project P: 15888021 SELECT FROM LIS
Designed by: RRD Dale: 5/1/2015 ,.LI CALCULATED CEL
Revised by: CLH Date' 2(28!2017
Checked by: Date:
STEP 1 DETERMINING DESIGN CONSTRAINTS
REVIEW ROUTING RESULTS. CONFIRM STORAGE VOLUME AND PEAK DISCHARGE TO PRE -DEVELOPMENT CONDITIONS
ROUTING RESULTS
Desi n5torm Event'
initial Elevation
2YR
576.5.It
10YR
576.5 It
Maximumsia a
579.0 ft
580.9 It
Maximum Stara o
713753 IL'
145420 ft'
- RiserS Illoyelflevatlon
581.90 It
581,9.It
Barrel5lze: dia. ,
24.0 in
24 in
. S uare Riser ize
481nx48in
481nx48in
Princi al Pea),Dischar a
'1.6.cfs
23.5 cfs
-VolumeR-aired
31900
k'
, .Volume Ptnvlded-'
1905D0 it,
Sklmme Peak'Dischar e,
0.64 cfs
Time to Dewater Required Storage
0.58 DAYS
Timeto DeyraterProvided Storage 1
3.44 DAYS
SWEEP CALCULATIONS
S B'A 2017 . 0227 - SB-l.xism BMP DESIGN

Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

EROSION AND SEDIMENT CONTROL CALCULATION NCDENR SEDIMENT BASIN SIZING
STORMWATER BMP DESIGN REQUIREMENTS
Project Information
Project Name: CONCORD TMC - 015888021
KHA Project #: 16888021
Designed by: HIED Date: 6/112015
Revised by: CLH Date: 2/28/2017
Checked by: Date:
Step 1: Determine Time of Concentration, CN, and Rational C for Disturbed Area Draining to SB-1
Flow Lengih,L
(ft)
Slope, s(ft/ft)
Manning's
R-ghne
Coeffici-,
Tworyear, 24-hr
rainfall, P2 (in)
Paved or
Unpaved
Cross Sectional
fvoa of Flow,A
(W)
W¢tted
porfineter,pw
(ft)
Hytlraulic
radius, r(ft)
Average
Velocity,V
IBM-
Travel Time, Tt
(min)
SHEET
TT SHEETnoW
100.00
0.045
0.40
3.50
U
5.00
2.00
2.50
0.00
14.84
SHALLOW CONCENTRATED
TT seauowcaecerrtaATEo now
1211.00
0.056':
0.30
3.50
U
5.00
2.00
2.50
3.82
5.29
CHANNEL
I CnnrmetFmw
655.00
0.01
0.03
3.50
U
15.00
30.00.
0.50:
3.57
3.06
0.00
0.04
U
5.00
2.00
2.50
0.00
0.00
0.04
U
5.00
2.00
2.50
0.00
Disturbed Area Only Time of Concentration, DA-1
23.19
COVER DESCRIPTION
HYDROLOGIC CONDITION OR
COVER TYPE
I HYDROLOGIC
SOIL GROUP
RATIONALE
VALUE (C-)
SCS CURVE
NUMBER(CN)
AREA,A
Seteer TYPE
SELECTCONDITIONORTYPE
A
0.00
0.00
PRE -DEVELOPMENT CHARACTARISTICS
FROM STORh1WATER CALCULATIONS
C
0.82
91.00
COMPOSITE C-VALUE - DA-1
0.67
22.68
COMPOSITE SCS CURVE NUMBER - DA-1
81.81
22.68

Imm
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord; NC 28025

VICINITY MAP
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

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N (D >
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r
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77
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III
Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

Erosion & Sedimentation Control Calculations
City of Concord
26 Union Street South, Concord, NC 28025

Precipitation Frequency Data Server
Page I of 4
NOAA Atlas 14, Volume 2, Version 3
Location name: Concord, North Carolina, USA'
Latitude: 35.378°, Longitude:-80.5649'
Elevation: 599.55 ft-
* source: ESRI Maps
** source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
0.040
0.048
0.059
0.067
0.080
0.089
0.099
0.109
0.123
0.134
4-day
(0.037-0.042)
(0.044-0.051)
(0.055-0.063)
(0.063-0.072
( 0.074-0.085)
(0.082-0.095)
(0.091-0.106)
(0.100-0.117)
0.112-0.132)
(0.122-0.144 )
0.026
0.031
0.038
0.043 I
F-0--0-5-170.057
0.063
0.069
0.078
0.084
7•day
(0.024-0.028)
(0.029-0.033)
(0.036-0.040)
(0.041-0.046
(0.047-0.054)
(0.053-0.060)
(0.058-0.067
(0.064-0.074)
0.071-0.083)
(0.077-0.090)
10-day 11 0.021 11 0.025 11 0.030 11 0.034 11 0.039 11 0.043 11 0.048 11 0.052 11 0.058 0.062
(0.020-0.022) (0.023-0.026) (0.028-0.032) (0.032-0.036 0.037-0.042) (0.040-0.046) 0.044-0.051) (0.048-0,055) 0.053-0.062) ( 0.057-0.067
20-day 0.014 0.017 0.020 0.022 ( 0.025 0.028 0.030 0.033 0.036 0.039
(0.013-0.015) (0.016-0.017) (0.018-0.021) (0.021-0.023 0.024-0.026) (0.026-0.029) (0.028-0.032) (0.031-0.034) 0.034-0.038) (0.036-0.041)
30-day 0.011 0.013 0.016 0.017 0.020 0.021 0.023 0.025 0.027 0.029
(0.011-0.012) (0.013-0.014) (0.015-0.016) ( ( 0.016-0.018 0.019-0.021) (0.020-0.022) (0.022-0.024) (0.023-0.026) 0.025-0.029) (0.027-0.030)
45-day 0.010 0.011 0.013 0.014 0.016 0.017 0.018 0.019 0.021 0.022
(0.009-0.010) (0.011-0.012) (0.012-0.013)(0.013-0.015 (0.015-0.016) (0.016-0.018) (0.017-0.019) (0.018-0.020) 0.020-0.022) (0.021-0.023)
60-day 0.009 0.010 0.011 0.012 0.014 0.015 0.016 0.017 0.018 0.019
(0.008-0 009) (0.010-0.010j (0.011-0.012) (0.012-0.013 (0.013-0.014) (0.014-0.015) (0.015-0.016) (0.016-0.017) 0.017-0.019) (0.018-0.019)
Fpitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
rsinparenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a
uration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
d against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
refer to NOAA Atlas 14 document for more information.
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=35.3 780&lon=-80.5649&data=... 2/3/2017

r()
TH C A KOLIN;A
High Performance Living
Mr. Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
Mooresville Regional Office
610 East Central Ave. Ste. 301
Mooresville, NC 28115
850 Wamn C. CoL-malt Bltd, P.O. Box308y Coaarotd, NC 28024 - �nmc�w.gac
RE: Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus
Dear Mr. Zahid:
May 21, 2018
E
MAY 2 2 2018
Land Quality Section
4r
In response to your Notice of violation of the Sedimentation Pollution Control Act (SPCA) and the
Construction Storm Water Permit — NCG 010000 dated May 2, 2018 the following measures have been
taken or are in progress to be completed by the dates indicated below:
1 Date of corrective action completion or plan for completion
A. Coordinated with Alan Johnson to remove sediments from the stream.
B. City of Concord Staff met with representatives of the general contractor, KMD Construction
(KMD), and informed them of the violations and the required measures to be taken
immediately.
C. KMD removed all sediments from the stream within the confines of the site by hand, removed
sediments below the fill slopes, repaired all downed silt fence and installed secondary row of silt
fence along critical areas with additional stone outlets. This work was completed on May 8,
2018.
D. Sediment Trap 1 of the approved Erosion Control Plan Phase I has been completed and has been
in operation since May 7, 2018.
E. Contractor is working on completing Sediment Basin 1 of the Erosion Control Plan Phase I.
Materials for the outfall structure and skimmer are on site and plans to complete installation by
May 24, 2018.
F. Installation of erosion control matting, slope drains, and temporary ditches is in progress and
will be completed by May 26, 2018. Full compliance with the erosion control plan will be
achieved on May 26, 2018.
2 Rainfall data and self -inspection records from February 25, to April 25, 2018.
We have attached to this letter the requested rainfall data and self -monitoring records from
February 25, to April 25, 2018.
Engineering
Phone [phone] e Fax [phone]

THIgh� R I H C A K 0 L I N A
Performance Living
3 Plan of action to prevent future violations.
850 W.—C. Cola—" Blvd, P.O. Box 308, cowo ,NC 28028-000.1.W.(oi
In addition to continue with the self -monitoring reports, City of Concord staff will have weekly
meetings with the contractor to go over the condition of the erosion control measures and
installation of new ones as grading of the site progresses.
4 Plan for restoration of sediment damage.
Sediments have been removed from the stream within the confines of the site and pictures of
the repaired areas have been sent to Alan Johnson.
5 Reason why a civil penalty should not be assessed.
The City of Concord has not been issued a notice of violation on any of its projects during my 17
year tenure with the City of Concord, we have taken immediate action to clean sediments from
the stream and we are actively working with the contractor to achieve compliance with the
approved erosion control plan.
We respectfully request that you do not assess a civil penalty at this time.
Sincerely
4hriue��.E. 4. /5�r
Deputy City Engineer.
Engineering
Phone [phone] e Fax [phone]

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North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
County: Cabarrus Project: Concord Traffic Management Center River basin: Yadkin Pee Dee
Person Financially Responsible( ~Joe Wilson, Transportation Director Project #: CABAR-2017-064
Address: 26 Union Street South, Concord, North Carolina 28025
1. Project location:
Warren C Coleman Boulevard
Pictures: No: Yes: Video: r- Digital:
unn
2. Weather &soil conditions: -S, 65, workable soils - y- - -- - - First inspection: Yes: F No:
3. Is site currently under notice of violation? Yes: r No:
4. Is the site in compliance with S.P.C.A. and rules? Yes: F No: F If no, check violations below:
5. Violations:
a. No approved plan, G.S. 113A-57 (4) and 15A NCAC 413.0107(c)
b. Failure to follow approved plan, G.S. I I3A-57(5)
c. Failure to submit revised plan, G.S. 113A-54.1(b) and
15A NCAC 4B.0118(a)
d. Failure to provide adequate groundcover, G.S. 113A-57(3);
15A NCAC 4B.0107(b) or 15A NCAC 4B.0124(e)
e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
f. Failure to take all reasonable measures, 15A NCAC 413.0105
g. Inadequate buffer zone, G.S. I I3A-57(1)
h. Graded slopes and fills too steep,
G.S. 113A-57(2) or 15A NCAC 413.0124(d)
i. Unprotected exposed slopes, G.S. 113A-57(2)
j. Failure to maintain measures, 15A NCAC 413.0113
k. Failure to self -inspect G.S. I I3A-54.1(e) and
15A NCAC 4B.0131
1. Other describe)
6. Is the site in compliance with NPDES Permit NCG 010000? Yes: No: F Not Applicable:
If no, check violations below:
in. Failure to manage construction site pollutants, NCG 010000 Sec. II, B. l
n. Failure to provide ground stabilization, NCG 010000 Sec. II, B.2
o. Failure to maintain rain gauge or record daily rainfall,
NCG 010000 Sec. II, B.3(a, b)
p. Failure to meet self -inspection and reporting requirements,
NCG 010000 Sec. 1I, B.3(c-i)
5' q. Failure to dewater sediment basin from surface,
NCG 010000 Sec. II, BA
Failure to have approved plan and NPDES
permit on site, NCG 010000 Sec. III, 3(d)
Failure to install and maintain BMP's,
NCG 010000 Sec. III, 4
t. Failure to operate and maintain control
measures, NCG 010000 Sec. IV, 1
u. Bypass of stormwater control facilities,
NCG 010000, Sec. IV, 3
v. Other (describe) I--- --
7. Has sedimentation damage occurred: 571 since last inspection r- at 1st inspection? Yes: F, No:
If yes, where? (check all that apply):
Lake/natural watercourse on the tract: F Lake/natural watercourse off the tract: r, Other property:
Description:
sediment in stream on adjacent property for 720 feet long, 3-4 it wide and approximately 6-8 inches deep.
Stormwater Discharge Outfall with sediment
Degree of damage: slight: r- moderate: W severe: F
NAA—
{ =
8. Contact made with: gf t s r Title: ' F
Date Inspection report sent to financially responsible party: with NOV
Michael Peveler Ousmane Stdebe
Report by. _ Others present. _
4/25/2018 1:OOpm 2:00pm
Date of inspection: Time arriving on site. Time leavin site: -
cc:
['U,v i �;ioii Di t:c 0()0 9201 , Page 1 of 2

North Carolina Department of Environmental duality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
9. Corrective actions needed
1. Coordinate with Alan Johnson of the Mooresville Regional Water Quality Operations Section to remove sediment from the stream.
2. Install erosion and sediment control devices sufficient to retain sediment within the approved limits of disturbance.
3. Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent sedimentation
from your site.
4. Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer nearer the
land disturbance using natural or artificial means at the wetland and along the stream.
5. Repair all rills gullies on site.
6. Remove all sediment beyond the limits of disturbance and stabilize the area.
7. Remove all accumulated sediment below the fill slopes.
8. Repair/replace all downed/damaged silt fencing and stone outlets.
9. Install sediment basin, skimmer, baffles as required per your approved plan.
10. Comments:
1. Provide adequate temporary or permanent ground cover on areas where land -disturbing activity has ceased in 7 or 14 days
according to NCG 01000 permit conditions.
2. Provide notification to this Office within 24 hours of any further visible sediment deposition within the wetlands or stream riparian
buffer.
R v isioi1 1)<iiw 0)0 9"20'1 Page 2 of 2

North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
County: Cabarrus Project: Concord Traffic Management Center River basin: Yadkin P6 Dee
Person Financially Responsible: Joe Wilson, Transportation Director Project #: CAB-2017--064
Address: 26 Union Street South, Concord, North Carolina 28025
1. Project location:
Warren C Coleman Boulevard
Pictures: No: r Yes: R6 Video: r—Digital: r
Sunny, 65, workable soils
2. Weather & soil conditions: First inspection: Yes: No: 17,71
3. Is site currently under notice of violation? Yes: N
4. Is the site in compliance with S.P.C.A. and rules? Yes: No: � If no, check violations below:
5. Violations:
a. No approved plan, G.S. 113A-57 (4) and 15A NCAC 4B.0107(c)
I b. Failure to follow approved plan, G.S. 113A-57(5)
c. Failure to submit revised plan, G.S. I13A-54.1(b) and
15A NCAC 4B.0118(a)
r d. Failure to provide adequate groundcover, G.S. 113A-57(3);
15A NCAC 4B.0107(b) or 15A NCAC 4B.0124(e)
l e. Insufficient measures to retain sediment on site, G.S. 113 57(3)
l� f Failure to take all reasonable measures, 15A NC/105
6. Is the site in compliance with NPDES PeCG 010000?
If no, check violations below:
M4 g. Inadequate buffer zone, G.S. 113A-57(1)
h. Graded slopes and fills too steep,
G.S. 113A-57(2) or 15A NCAC 413.0124(d)
R, i. Unprotected exposed slopes, G.S. 113A-57(2)
j. Failure to maintain measures, 15A NCAC 413.0113
17 k. Failure to self -inspect G.S. I I3A-54.1(e) and
15A NCAC 413.0131
1. Other describe)
Yes: r-1 No: r Not Applicable:
r in. Failure to manage construction site pollutants CG 010000 Sec. II, B.1. r r. Failure to have approved plan and NPDES
17711 n. Failure to provide ground stabilization, NC 010000 Sec. 11, B.2 permit on site, NCG 010000 Sec. III, 3(d)
o. Failure to maintain rain gauge or record d y rainfall, s:- 'lure to install and maintain BMP's, bl�
NCG 010000 Sec. II, B.3(a, b) N G 010000 Sec. III, 4
p. Failure to meet self -inspection and rep rting requirements, t` t. Fa- ure to operate and maintain control
NCG 010000 Sec. II, B.3(c-i) asures, NCG 010000 Sec. IV, 1
Fee q. Failure to dewater sediment basin f om surface, u. ypass of stormwater control facilities,
NCG 010000 Sec. II, BA NCG 010000, Sec. IV, 3
r v. Other (describe)
7. Has sedimentation da age occurred:�Nsince last inspection 1 at V inspection? Yes: W No: 1
If yes, where? (check all tha apply):
Lake/natural watercourse the tract: h' Lake/natural watercourse off the tract: `Other property:
sediment in tream on adjacent property for 720 feet approximately 6-8 inches deep. — ,
Description: . a _ _
Stormwater Discha/e Outfall with sediment loss -
Degree of damage: slight: 17-1 moderate.. severe: r
..
NIA
8. Contact made Title: ----
Date Inspection report sent to financially responsible party: 4/27/2018 -
Michael Peveler Ousmane Sidebe
Report by: _ _ _i Others present:
4/25/2018 1:00pm 2 OOpm
Date of inspection: _ __—._. , Time arriving on site: --- - —m Time leaving site. - -- -- -
cc
Revision Date 09092013 Page 1 of 2

North Carolina Department of Environmental Quality
Land Quality Section: 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115,
Phone: [phone]
9. Corrective actions needed
1. Coordinate with Alan Johnson of the Mooresville Regional Water Quality Operations Section to remove sediment from the stream.
2. Install erosion and sediment control devices sufficient to retain sediment within the approved limits of disturbance.
k'�3. Provide adequate temporary or permanent ground cover on areas where land -disturbing activity has ceased in 7 or 14 days
>>
according to NCG 01000 permit conditions.
f 4. i Provide notification to this Office within 24 hours of any further visible sediment deposition within the wetlands or stream riparian
buffer.
5. Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to prevent sedimentation
from your site.
6. Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 % of the buffer nearer the
land disturbance using natural or artificial means at the wetland and along the stream.
° a t'= /wet, " Q
Ate
10.
ram, j f 1 0 $e �` q
AI
1IS t
L sti aul
r
3
" 6 -e I
°Me)('"l
Revision Date {}c�{}q; } to T
'� Page 2 of 2

-14-1 �dl
Iv
� r

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E (TOBY) VINSON, JR
Interim Director
May 1, 2018
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
AND
GENERAL PERMIT - NCG 010000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
FOR
CONSTRUCTION ACTIVITIES
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
City of Concord
Attention: Joe K. Wilson, Transportation Director
26 Union Street South
Concord, North Carolina 28025
RE: Project Name: Concord Traffic Management Center
Project ID: CABAR-2017-064
County: Cabarrus
Compliance Deadlines:
Dear Sir or Madam:
10 days from receipt by certified mail for SPCA violations
10 days from receipt by certified mail for Construction
Stormwater Permit NCG 010000 violations
On April 25, 2018, personnel of this office inspected a project located on Warren C Coleman
Boulevard, Concord in Cabarrus County, North Carolina. This inspection was performed to
determine compliance with the North Carolina Sedimentation Pollution Control Act (SPCA) of
1973 and General Permit - NCG 010000 to Discharge Stormwater Under The National Pollutant
Discharge Elimination System for Construction Activities (Construction Stormwater Permit
NCG 010000). The inspection revealed a land -disturbing activity of approximately 30.93 acres
being conducted.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 1 Mooresville, NC 28115
704 663 1699 T

Notice of Violations
City of Concord
May 1, 2018
Page 2 of 5
It is our understanding that you and/or your firm are responsible for this land -disturbing activity.
The purpose of this letter is to inform you that this activity was found to be in violation of the
SPCA, G.S. 113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4
and Construction Stormwater Permit NCG 010000. If you feel that you are not responsible for
the following violations, please notify this office immediately.
The violations of the SPCA that were found are:
1. Failure to conduct a land -disturbing activity in accordance with the approved erosion and
sedimentation control plan. G.S. 113A-57(5).
2. Failure when a land -disturbing activity that will disturb more than one acre is undertaken on
a tract, to install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during
construction upon and development of the tract. G.S. I I3A-57(3).
3. Failure to take all reasonable measures to protect all public and private property from damage
by such land -disturbing activities. 15A NCAC 4B .0105.
4. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to
confine visible siltation by natural or artificial means within the 25 percent of that portion of
the buffer zone nearest the land -disturbing activity. G.S. I I3A-57(1).
5. Failure within 21 calendar days of completion of any phase of grading, to plant or otherwise
provide exposed graded slopes or fills with temporary or permanent ground cover, devices,
or structures sufficient to restrain erosion. G.S. 113A-57(2).
6. Failure to install and maintain all temporary and permanent erosion and sedimentation
control measures as required by the approved plan or any provision of the SPCA, and rules
adopted thereunder, during or after the development of a site. 15 NCAC 4B .0113.
The violations of the Construction Stormwater Permit NCG 010000 that were found are:
Failure to implement the erosion and sedimentation control plan. The Permittee must
implement and follow the erosion and sedimentation control plan. The approved erosion and
sedimentation control plan is considered a condition of Construction Stormwater Permit
NCG 010000. NCG 010000 Section III. 3) (a)
2. Failure to dewater sediment basin from the surface, NCG 010000 Section II. B. 4)
` Sediment basins that have a drainage area of greater than one acre shall have outlet structures
that withdraw water from the surface.
3. Failure to install and maintain BMPs and control measures, NCG 010000 Section III.4)

Notice of Violations
City of Concord
May 1, 2018
Page 3 of 5
The permittee must select, install, implement and maintain best management practices
(BMPs) and control measures that minimize pollutants in the discharge to meet the
requirements of this permit.
4. Failure to operate and maintain control measures, NCG 010000 Section IV, 1)
The permittee shall at all times properly operate and maintain all control measures and
systems of treatment and control (and related appurtenances) which are installed or used by
the permittee to achieve compliance with the conditions of this general permit.
To correct these violations, you must:
1. Please note that merely planting grass seed does not satisfy the requirements of "vegetative
cover" or of "ground cover sufficient to restrain erosion. These requirements are not
satisfied until an adequate cover of grass or other ground cover (such as properly applied and
secured, mulched seeding or appropriate rip -rap) is established which is, in fact, sufficient to
restrain accelerated or man-made erosion.
2. Coordinate with Alan Johnson of the Mooresville . Regional Water Quality Operations
Section to remove sediment from the stream.
3. Install erosion and sediment control devices sufficient to retain sediment within the approved
limits of disturbance.
4. Maintain all sedimentation and erosion control measures as specified in the approved plan
and as required to prevent sedimentation from your site.
5. Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation
within the 25 % of the buffer nearer the land disturbance using natural or artificial means at
the wetland and along the stream.
6. Repair all rills gullies on site.
7. Remove all sediment beyond the limits of disturbance and stabilize the area.
8. Remove all accumulated sediment below the fill slopes.
9. Repair/replace all downed/damaged silt fencing and stone outlets.
10. Install sediment basin, skimmer, baffles as required per your approved plan.

Notice of Violations
City of Concord
May 1, 2018
Page 4of5
SPCA Violations
The violations of the SPCA cited herein may be referred to the Interim Director of the Division
of Energy, Mineral and Land Resources [William E. (Toby) Vinson, Jr.] for appropriate
enforcement action, including civil penalty assessments for an initial one -day violation and/or a
continuing violation. The penalty for an initial one -day violation of the SPCA may be assessed
in an amount not to exceed $5,000.00. The Division of Energy, Mineral and Land Resources is
not required to provide a time period for compliance before assessing an initial penalty for the
violations of the SPCA cited herein. Please be advised that a civil penalty may be assessed for
the initial day of violations of the SPCA regardless of whether the violations are corrected within
the time period set out below.
In addition, if the violations of the SPCA cited herein are not corrected within ten (10) calendar
days of receipt of this Notice, this office may request that the Interim Director take appropriate
legal action against you for continuing violations pursuant to NCGS 113A-61.1 and 113A-64. A
penalty may be assessed from the date of the violation of the SPCA, pursuant to NCGS 113A-
64(a)(1), and for each day of a continuing violation of the SPCA in an amount not to exceed
$5,000.00 per day.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein may be referred
to the Interim Director of the Division of Energy, Mineral and Land Resources William E.
(Toby) Vinson for appropriate enforcement action, including civil penalty assessments for a
continuing violation. This Notice serves as a letter of proposed civil penalty assessment. You
have ten (10) calendar days from receipt of this Notice by certified mail to cease the violations
listed above, and to submit in writing reasons why the civil penalty should not be assessed.
Accordingly, you are directed to respond to this letter in writing within ten (10) calendar days of
receipt of this Notice by certified mail. Your response should be sent to this regional office at
the letterhead address and include the following:
1. The date by which the corrective actions listed above have been or will be completed.
2. Rainfall data and self -inspection or self -monitoring records from February 25, to
April 25, 2018.
3. A plan of action to prevent future violations.
4. A plan for restoration of sedimentation damage.
5. Reasons why a civil penalty should not be assessed.

Notice of Violations
City of Concord
May 1, 2018
Page 5 of 5
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil
penalty assessment of up to a maximum of $25,000.00 per day for each violation. Your above -
mentioned response to this correspondence, the degree and extent of harm to the environment
and the duration and gravity of the violation(s) will be considered in any civil penalty assessment
process that may occur.
Please be advised that any new land -disturbing activity associated with this project should not
begin until the area presently disturbed is brought into compliance with the SPCA and
Construction Stormwater Permit NCG 010000. When corrective actions are complete, you
should notify this office so that work can be inspected. You should not assume that the project is
in compliance with the SPCA and Construction Stormwater Permit NCG 010000 until we have
notified you. After installation, all erosion control measures must be maintained in proper
working order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the
same time, it is your responsibility to understand and comply with the requirements of the SPCA
and Construction Stormwater Permit NCG 010000. Copies of the relevant statute and
administrative rules may be examined at this office or will be sent to you upon request. Should
you have questions concerning this notice or the requirements of the SPCA and Construction
Stormwater Permit NCG 010000 please contact either Mr. Michael L. Peveler or me at your
earliest convenience.
Sincerely,
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
MLP/OS/TE
Enclosures: Sedimentation Inspection Report
Construction Stormwater Permit NCG 010000
Resources for Technical Assistance — Erosion and Sediment Control
State Sediment Specialist
Supervisor, Regional Water Quality Operations Section

ey
Alt-, "ewj #j b fir+ '4'; 5
Y
C 0,(,
16 611 ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E,(TOBY) VINSON, JR,
Energy, Mineral Interim Director
and Land Resources
ENVIRONMENTAL QUALITY
April/, 2018 '/ZZ
NOTICE OF VIOLATIONS OF THE
�ENTATION POLLUTION CONTROL ACT
AND
GENERAL PERMIT - NCG 010000
'---)TO DISCHARGE STORMWATER UNDE THE
NATI NAL POLLUTANT DISCHARGE ELIMI ATION SYSTEM
FOR
CONSTRUCTION ACTIV IES
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
I'V J-a
City of Concord r
Attention: Joe Wilson, Transportation Direc r
26 Union Street South V"
Concord, North Carolina 28025
RE: Project Name: Concord Traf c Management Center
Project ID: CABAR-2017- 64
County: Cabarrus
Compliance Deadlines: days from receipt by certified mail for SPCA violations
days from receipt by certified mail for Construction
Stormwater Permit NCG 010000 violations
Dear Sir or Madam:
On April 25, 2018 personnel of this office inspected a project located on Warren C Coleman
Boulevard, Conc d in Cabarrus County, North Carolina. This inspection was performed to
determine comp ance with the North Carolina Sedimentation Pollution Control Act (SPCA) of
1973and G�e�n al Permit - NCG 010000 to Discharge Stormwater Under The National PATU_tafif�-
, el . . ion System for Construction Activities (Construction Stormix er Pen -nit
Discharge E minat lvde
NCG 01 00 ). The inspection revealed a land -disturbing activity of approximatey 30.93 acres
being con cted.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Mooresville Regional Office 1 610 East Center Ave Ste 301 1 Mooresville, NC 28115
704 663 1699 T

Notice of Violations
City of Co cord
Apri126 018
Page F'of 5
It is our understanding that you and/or your firm are responsible for this land -disturbing activity.
The purpose of this letter is to inform you that this activity was found to be in violation of the
SPCA, G.S. 113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4
and Construction Stormwater Permit NCG 010000. If you feel that you are not responsible for
the following violations, please notify this office immediately.
The violations of the SPCA that were found are:
on .
1. Failure to conduct a land -disturbing activity in accordance with the approved erosion and
sedimentation control plan. G.S. 113A-57(5).
2. Failure when a land -disturbing activity that will disturb more than one acre is undertaken on
a tract, to install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during
construction upon and development of the tract. G.S. 113A-57(3).
Y IV1dCTt71T r.
3. Failure to take all reasonable measures to protect all public and private property from damage
by such land -disturbing activities. 15A NCAC 4B .0105.
-v ioiation g it no Hers - a 11G 1G 111 611G 1V11\V .
4. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to
confine visible siltation by natural or artificial means within the 25 percent of that portion of
the buffer zone nearest the land -disturbing activity. G.S. 113A-57(1).
5. Failure within 21 calendar days of completion of any phase of grading, to plant or otherwise
provide exposed graded slopes or fills with temporary or permanent ground cover, devices,
or structures sufficient to restrain erosion. G.S. I I3A-57(2).
6. Failure to install and maintain all temporary and permanent erosion and sedimentation
control measures as required by the approved plan or any provision of the SPCA, and rules
adopted thereunder, during or after the development of a site. 15 NCAC 4B .0113.

Notice of Violations
City of Concord
April 26, 2018
Page 3 of 5
The violations of the Construction Stormwater Permit NCG 010000 that were found are:
1. Failure to implement the erosion and sedimentation control plan. The Permittee must
implement and follow the erosion and sedimentation control plan. The approved erosion and
sedimentation control plan is considered a condition of Construction Stormwater Permit
NCG 010000. NCG 010000 Section III. 3) (a)
. n.q
2. Failure to dewater sediment basin from the surface, NCG 010000 Section II. B. 4)
Sediment basins that have a drainage area of greater than one acre shall have outlet structures
that withdraw water from the surface.
Win=-
3. Failure to install and maintain BMPs and control measures, NCG 010000 Section III. 4)
The permittee i tsPStl!5(Z1'; costa Im v and maintain best management practices
(BM� control measures that minimize pfo �nts in the discharge to meet the
�rrements of this permit.
To corr ct these violations, you must:
C-Wac4 e
Print this paragraph only if violation "d" or 3"i"as been c ed
1. Please note that merely planting grass seed do of satin the requirements of "vegetative
cover" or of "ground cover sufficie restrain e ion." These requirements are not
satisfied until an adequate c grass or othe ound cover (such as properly applied and
—ouredrulheds e ing or appropriate riap) is established which is, in fact, sufficient to
restrain accelerated or
SPCA Violations
The violations of the SPCA cited herein may be referred to the Interim Director of the Division
of Energy, Mineral and Land Resources [William E. (Toby) Vinson, Jr.] for appropriate
enforcement action, including civil penalty assessments for an initial one -day violation and/or a
continuing violation. The penalty for an initial one -day violation of the SPCA may be assessed
in an amount not to exceed $5,000.00. The Division of Energy, Mineral and Land Resources is
not required to provide a time period for compliance before assessing an initial penalty for the
violations of the SPCA cited herein. Please be advised that a civil penalty may be assessed for
the initial day of violations of the SPCA regardless of whether the violations are corrected within
the time period set out below.
In addition, if the violations of the SPCA cited herein are not corrected within 0 " calendar
days of receipt of this Notice, this office may request that the Interim Director take appropriate
legal action against you for continuing violations pursuant to NCGS 113A-61.1 and 113A-64. A
penalty may be assessed from the date of the violation of the SPCA, pursuant to NCGS 113A-

Notice of Violations. ,
City of Concord
April 26, 2018 _ f
Page 4 of 5
64(a)(1), and for each day of a continuing violation of the SPCA in an amoun not tip -exceed
$5,000.00 per day.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein may b rfreferred
to the Interim Director of the Division of Energy, Mineral and Land Resources ( 'Q or for
appropriate enforcement action, including civil penalty assessments for a continuing violation.
This Notice serves as a letter of proposed civil penalty assessment. You have
calendar days from receipt of this Notice by certified mail to cease the
violations listed above, and to submit in writing reasons why the civil penalty should not be
assessed.
Accordingly, you are directed to respond to this letter in writing within W" calendar days of
receipt of this Notice by certified mail. Your response should be sent to this regional office at
the letterhead address and include the following:
i
1. The date by which the corrective actions listed above have been or will be completed.
2. Rainfall data and self -inspection or self -monitoring records from to
3. A plan of action to prevent future violations.
4: A plan for restoration of sedimentation damage. t "N'
. t
t
5. Reasons why a civil penalty should not be assessed.
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil
penalty assessment of up to a maximum of $25,000.00 per day for each violation. Your above -
mentioned response to this correspondence, the degree and extent of harm to the environment
and the duration and gravity of the violation(s) will be considered in any civil penalty assessment
process that may occur.
Please be advised that any new land -disturbing activity associated with this project should not
begin until the area presently disturbed is brought into compliance with the SPCA and
Construction Stormwater Permit NCG 010000. When corrective actions are complete, you
should notify this office so that work can be inspected. You should not assume that the project is
in compliance with the SPCA and Construction Stormwater Permit NCG 010000 until we have
notified you. After installation, all erosion control measures must be maintained in proper
working order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the
same time, it is your responsibility to understand and comply with the requirements of the SPCA
and Construction Stormwater Permit NCG 010000. Copies of the relevant statute and
administrative rules may be examined at this office or will be sent to you upon request. Should

Notice of Violations
City of Concord
April 26, 2018
Page 5 of 5
you have questions concerning this notice or the requirements of the SPCA and Construction
Stormwater Permit NCG 010000 please contact either Mr. Michael L. Peveler or me at your
earliest convenience.
Sincerely,
Zahid S. Khan, CPM, CPESC, CPSWQ
Regional Engineer
Land Quality Section
MLP dial i
Enclosures: Sedimentation Inspection Report
Construction Stormwater Permit NCG 010000
.— Finaneial-I osporrsibi y -ci e or ) ,
r s an ec is i _ l
planj.�._-_-. s
Resources for Technical Assistance — Erosion and Sediment Control
c: State Sediment Specialist
Supervisor, Regional Water Quality Operations Section

Property Real ID 11-014 -0046.00 Parcel PIN 55393666570000
Physical Address: 880 WARREN C COLEMAN BLVD S CONCORD NC 28027 Land Units 30.93
Owner Name 1: CITY OF CONCORD Land Units Type AC
Owner Name 2:
Mailing Address:
Mail City:
Mail State:
Mail Zip:
P 0 BOX 308
CONCORD
NC
28026
Cabarrus County shall not be held liable for any errors in the
data represented on this record. This includes errors of omisson,
commission, concerning the content of the data, and relative
positional accuracy of the data. The data cannot be construed to
be a legal document. Primary sources from which this data was
compiled must be consulted forverificaton
of information represented on this map document.
Land Value
Building Value
Assessed Value
Market Value
Map Created By Cabarrus County IT Department
Data Sources: Cabarrus County Land Records
Source: Esri, DigtalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus
DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
11M
Null
Null
1:4,51 4
0 210 420 840 ft
0 62.5 125 250 m
Print Date: April 26, 2018

1
7316 ai'101k i3fo Rt;; 303
0303
41.3
Fxcise Tax
C"ARRUS FILED
ILED
02/02!2001 3:03 PI
LINDA F • KC weds
Eogist
Dopii77/t►sst.
EXCISE ? 0062.00
EX
GENERALNORTH CAROLINA .,
nF,? nn
Parcel ;PIN # 5539-36-6657
Mail after recording to Albert M. Benshoff, City Attorney, PO Box 308, Concord, NC 2 0026-0308
This instrument was prepared by Albert M. Benshoff
Brief description for the Index 30.933 Acres by_Hwy_601
THIS DEED made this
to day of t 4 l5r0Lt��_ , �661by and between
GRANTEE
GRANTOR
John T. Robinson. Jr. &wife Pamela P. Robinson, CITY OF CONCORD, a North CarolinaMunici al Corporation
Grace E. Mundy & husband J. William Mundy p p
The
designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for $1.00 and other valuable consideration paid by the Grantee, the receipt of which is
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of Concord
11
County North Carolina and more particularly described as follows:
Township,
Cabarrus
Lying and being in the City of Concord, No.11 Township, Cab U.S.
County, N.C. bounded on the North by Bill R.
U.S. Highway 601 and Marian F. Tyson, on the South by
Krimminger and the Roman Catholic Diocese, on the East by
the City d Concords and on the a attached survey and map complealk, LLC, on the West by the tty of Concord ed by The Isaacs property.
and attached hereto as
described as follow
Exhibit "A":
COMMENCING at N.C.G.S. Monument "GUARDRAIL", having grid coordinates of N. 597392.946 and E. 1533575.371;
thence with a tie line S 37 BEGINNING; hence with the right of way of U.S. HWY. 601 S17" W — 157.63 feet to a found concrete monument on the o85' 44uth e04"IE margin
Highway 601, the POINTT OF B18.34 feet to
-n

7316 3-nck. i 3 to" Ynf 30
0304
a found concrete monument; thence continuing with said right of way S 840 36, 37" E - 59.71 feet to a found # 8 rebar, a
corner of Robinson and Marian F. Tyson (DB.749 PG.399); thence with three lines of Tyson and Robinson, S 04' 12' 10"
W - 43.81 feet (crossing and existing %" iron pipe at 19.73 feet) to a set iron pin; thence S 88° 59' 50" E 59.72 feet to a
set iron pin; thence S 660 36' 39" E - 683.68 feet to an existing 1-1/2" iron pipe, a corner of Tyson and Robinson in the
line of Summerwalk, LLC ( DB.6507 PG.14 & MB. 19 PG. 64), (said iron also lying S 230 20' 09" W — 223.38 feet from an
existing # 5 rebar in the margin of U.S. HWY. 601); thence with the line of Robinson and Summerwalk S 220 48' 42" W -
1203.90 feet to an existing 1' iron pipe, a corner of Robinson and the City of Concord property; thence with five lines of
Robinson and the City of Concord property N 470 02' 12" W-395.02 feet to a set iron pin within the Duke Power right of
way; thence S 600 00' 37" W 418.69 feet to a found 1" iron pipe (BENT); thence S 66° 18' 27" W - 208.59 feet crossing
the entrance road to the City property and an existing # 4 rebar at 201.40 feet to an existing # 4 rebar; thence S 380 1 V
49" W - 160.89 feet to an existing # 5 rebar; thence N 710 52' 11" W - 136.36 feet to a set iron pin on the South side of a
creek in the line of the City of Concord property and a corner of Bill Krimminger ( DB. 1443 PG. 270), ( said iron also
lying S 71 ° 52' 11" E — 70.90 feet from an existing # 4 rebar, a corner of the City property and Bill Krimminger); thence
with three lines of Robinson and Krimminger N 06 39' 37" E - 503.44 feet to an existing # 4 rebar; thence N 27" 40' 19"
E - 440.55 feet to an existing 1" pipe; thence N 330 35' 40" E-437.25 feet to an existing''/2" pipe, a corner of Krimminger
and the Roman Catholic Diocese ( DB, 4256 PG. 100); thence with the line of Robinson and the Roman Catholic
Diocese N 430 31' 08" E - 394.84' feet to the POINT OF BEGINNING. Having an area of 30.93 acres more or less from a
plat of survey by the Isaacs Group, dated 12/14/06 entitled "Boundary Survey of the Robinson Property'.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Db. 489 Pg. 490, Db. 308 Pg, 498, Db. 283 Pg. 590, Db. 451 Pg. 749, Db. 504 Pg. 561, Db. 388 Pg. 733 (See Map Book
19 Page 64), Db. 2335 Pg. 224
All easements or rights -of -way, restrictions and covenants, minimum building setbacks, zoning
laws and ordinances, and any exceptions of record or exceptions noted on the survey, affecting the property hereby
conveyed.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by
authority of its Board of Directors, the day and year first above written.
rZ
�� •10,
(Seal) By: l tAl t` C`%� / ' 1�1 eal)
Grace E. Mundy
gy, (Seal)
J. William Mundy (husband)

a
7316
0305
;3t>fri� i 316 305
CABARRUS COUNTY
NORTH CAROLINA
l u , L s� e✓ a Notary Public in and for said County and Sand acknowledged wledged by rtify that
the due
John T. Robinson, Jr. & wife Pamela P. Robinson personally appeared before me this day
execution of the foregoing instrument.
WITNESS my hand and Notarial Seal this the day of
2007.
r�
L ?"PIS k
s _ Notary ublic ,6<-tev
I(V r#OTAft. t a �.�
� n
S CO
44""re ur 114' 00
My Commission Expires: _ t � J �D% 01 y
CABARRUS COUNTY
NORTH CAROLINA
�sfi�✓ a Notary Public in for
before meCounty
th s and
y and acdknowledged thcertify
e due
Grace E. Mundy & husband J. William Mundy personally appeared
execution of the foregoing instrument.
WITNESS my hand and Notarial Seal this the _ _ day of
2007.
®sF9``:
: Notary ublic � � (, 6 (1
t #OTAg), = z
0%• AUi>3L��"��Seal)
My Commission Expires:
3

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Property Real ID 11-014 -0044.10 Parcel PIN 55392637650000
Physical Address: 860 WARREN C COLEMAN BLVD S CONCORD NC 28027 Land Units 44.46
Owner Name 1: KRIMMINGER BILL R Land Units Type AC
Owner Name 2: Land Value
Mailing Address: 5612 SHOREVIEW DR Building Value
Mail City: CONCORD Assessed Value
Mail State: NC Market Value
Mail Zip: 28025
Cabarrus County shall not be held liable for any errors in the
Map Created By Cabarrus County IT Department
datarepresentedonthis record. This includes errors ofomisson,
Data Sources: Cabarrus County Land Records
commission, concernngthe contentofthe data, and relative
positional accuracy of the data. The data cannot be construed to
be alegal document. Primary sources from which this datawas
Source: Esri, DigtalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus
compiled must be consulted forverificaton
DS, USDA, USGS, AeroGRID, IGN, and the GI S User Community
of information represented on this map document.
986880
0
986880
986880
1:4,51 4
0 210 420 840 ft
0 62.5 125 250 m
Print Date: April 26, 2018

F-
j wxi443 na, 270
r
y r�9 CWMTY pK-��0j-1ffi
STATE OF QI6
N,IDUMA Real Estate
GA Excise Tax
"I 0:
$OOK FILLvo
PACs;
CssaRREtrRDOSS
CASARUS �DNDS Esetae Ta: $ 580.00 Recording Time, Book and rage
Tax Lot No ................... .................................. Parcel Identifier No............. .
....................
...................:.......
Verified by ..,.• ......:....... ......
................ County on the ............... day of .............
14.......:....
Mail after recording to Starkey .Sharp, V,, HAWSEM, HAFWML S MILLS r la. A„ P. O. -- —
Ctcctoord NQ 28026-0366 •
........................ .............. .
This Instrument was rs
P pared b ..............
y.. ...tom,& MILLS, P,.,A.,..Starkey.Sbaxp y
Brief description for the Index -
NORTH CAROLINA GENERAL WARRANTY DEED
{
THIS DEED made this- day of .... June
- I'ij 95. , by and between
GRANTOR
DIAMOND PRoPRRTms, INC.
a North CaroUna Corporation
GRANTEE
BR.I, R, II�I RIINGER
$612 Shoreview Drive
Concord NC 2Ms
. i
trier to apt+r.pet■a block for each party:.aau.
a'M aad, it "ProPriate, Character of entity, e.q. totparatisa or $bruit,
The designation Grantor and Grantee as used herein shall Include said parties, their heirs, auccessors, and assign, and
$hall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for It valuable consideration paid by the Grantee, the receipt of which is hereby
Acknowledged, has and by these presents does grant, bargain, aeli and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated In the City ofWe
............
Township,
County, North Carolina and more particularly described as follows:
SEE ATTACHED *EXHIBIT A" FOR DESCRIPTION OF REAL PROPERTY.
n, c, w Awoc. Par as s is teT{ twpre is tm - r; n.xaw Manap eawwa¢a,ma,, -,p, a.ab, w,a.. irk. lfPNr+k41A0. rrCN
11

901443 racy 271
The property hereinabove described was acquired by Grantor by instrument recorded in ....... ....... .......•.•......
A map showing the above described property is recorded in Plat Book -- Page •.. -.............
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seised of the premises In fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property bereinabove described is subject to the following exceptions:
IN WtTNas6 WU8R60r. We Onager has aetennW not Ats hand and .sal, et it cerperate has Caused tAH MNrhs'"i w be signed W R.
a, "rate Raroo by its dal, aathoriaed attteera and Its see�t to be Asf*uRta afftued by autherUy W 1" t ease or pUsatera, the dal Wes ysat tiro
' aNre vettun.
D ..!
PROPMIES INC......................•...................____(saAL)
.__ . rw .. ........... ...
.m.) e
{� .. ..............................asAL)
.a
ATTxrT:,/.•' f f-._.__...............^-..--_--•-•--•-._....__..........._..._(rRAL)
- ---------------
I fA
`' ....secretary (corporate Bean 7.
• , .. , N/IRTII t•ARut.1MA. .. ...... ...... .....-..........('amply.
eaA�+-ATAMx
} •', t; -------- -------- --......... --•---
h5 J., ., •'` � 1, a Ne1arY Public of LM Coanty sad State atatenld, ccrtllY that _ -•' - aslae
........... .....•.........-......._.
°' m DerwpaUy apprared before me this day and acknowledged the exeealion of the foregoing- la.IMMOL WIWeu my
Rand and official stamp or seal. this _... -- day of
__, Se_..,,,
MYcemmlaslon txplrer. -------- _-------------- _------ --------- ________-------- _____-------- ___ Notary Public
MP NORTH CAROLINA,------- county.
% e4Y $ Car 1. a Notary public of the county and state A1ere"id, certify that lilnl : kL ---- � w •_,
•`�Q. Is personally came brief* ma this by and •ekaowiedred that -.._ he u------- ---------------- secretary of
Co ��� � ` AA MAMOND P IF�St _ INC.......... .... a North Catolt" earporatbA, and M&t by authority duty
glued and as the act at the terpotatlee, the fwtrolai test `anant sou dgaed In Its name by Ue ...............
�F p:I84�G d �g Drrelaea6 soalra with 1t• eerp.r.0 aeai ant atksp4 ►y ___I'<itM. u It . ............-------------- secretary.
a June
�•)Y Wit.". my hand and official Stamp for saa4 thin 3M::.Vs] of .... ., ri`_I...--
us G0�' Qi-i?-Qo______________ ...... Y._ Notary Pu►ile
sgommt.sto {re.: _ _ ---- --
?'7 . �af!ateawe• VitJc'�Ct )! Li rF.n ��pr7.
The foregoing Cefutkate(s) of ..-. _�{ _ _. jj��_.___�'�.•�._.. _____ ________ '
--------------------
..`
........... .----- ......------------- __--- ......_._..... . .-.__________......_..---.--_.
} pasotA:eierto re cort"t. tearoat Add this 1#0dirsto an WY nr4MeN at the da(a and Um lad so the sow Reek aN Pars s " the
�ontS -
>ZE $? OEM............RSOPTRA ar 0RRar wa. .......I..... ------ couttTtf
-... ) ...
By -- -- - ---- ' ..-----
--------------- AwWaot-BMW" et Bases `0
, 01 N. C. eu Assoc. Foaa No. 7 ® 1976, R-bed B 1971 - A«wwaw • a. x..- e« .n. rma—, W a tams
/,MW. W Ar.OWe.• Me Me x. C."Are -..M.

:7
i
i
efi443 PACE 272 rr A"
LYING and being in No. 11 Township, Cabarrus county, North
Carolina, on the south aide of the right-of-way for US Highway 601
near the intersection of Manor Avenue, adjacent to the property of
Clyde Cook, John T. Robinson, Clyde William Cook, and others, and
being more particularly described as follows:
BEGINNING at an iron stake, a corner of Finney & Shoaf
Grading, Inc. and Laura -Len, Inc., and running thence with the
center of the right-of-way for US Highway 601, S. 89-24-06 E.
796.24 feet to an iron stake; thence with the line of cook Brothers
Enterprises, Inc., S. 29-19-59 W. 102.29 feet to an iron stake;
thence continuing with the line of Cook Brothers, S. 30-30 E. 525
feet to an iron stake in a stump hole; thence S. 36-30 W. 443.5
feet to an iron stake; thence S. 29-22 W. 435 feet to an iron
stake; thence S. 9-00 W. 686.5 feet to an iron stake; thence S. 66-
30 W. 47.3 feet to a point in the Irish Suffalo_Creek (said point
has a bearing of S. 66-30 W. 23.9 feet from the center of a
sixteen -inch Sycamore tree that stands on the east bank of the
creek); thence along the creek as follows: N. 13-38 W. 184 feet;
thence N. 41-48 W. 140 feet; thence N. 59-18 W. 388 feet; thence N.
89-56 W. 112 feet; thence N. 55-01 W. 140 feet to a point in the
new channel of Irish Buffalo Creek; thence N. 35-40 E. 29 feet,
more or less, to a stake in an old corner; thence N. 37 W. 32 feet,
more or less, to a cable line post on the east bank.of the creek;
thence N. 29 W. 1283.1 feet to a point at the center of the right-
of-way for US Highway 601; thence with the, line of Manor Realty,
Inc. along the center line of said highway, S 86-54 E. 583.1 feet;
thence along the center line of the right-of-way for US Highway 601
to the point of BEGINNING.
.See Deed Book 618, page 678.
SUBJECT TO;
1. Right-of-way to Duke Power Company as recorded in Plat
Book 489, page 463 on March 21, 1976, along the western and
southern property lines following the center line of Irish Buffalo
Creek,
2. Right-of-way to AT&T as recorded in the office of the
.Register of Deeds for Cabarrus county, North Carolina;
3. Right-of-way to Board of Light & Water Commissioners of
the City of Concord for sewer lines; and
4. A 100 foot right-of-way on each side of the center line of
US.Highway 601 in favor of NC Department of Transportation.
E