19930337 Ver 1_COMPLETE FILE_19930515

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State of Nortt) Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
i.
June 11, 1993
Dr. G. Wayne Wright
Corps of Engineers
P. O. Box 1890
Wilmington, NC 28402
Dear Dr. Wright:
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In keeping with your request, this office has circulated to interested state review agencies
U. S. Army Corps of Engineers Public Notice Action ID. 199301768 dated April 29, 1993
which describes a project proposal by the City of-Charlotte. The project, involving wetland fill
to facilitate improvements to Old Providence Road, is located at the intersection of Sharon View
Road and Old Providence Road in Charlotte, in Mecklenburg County.
Based on a coordinated agency review, the state interposes no objection to the project.
Comments were submitted by two of the several cooperating agencies. These are as follows:
Division of Environmental Management - issued the required Section 401 Water
Quality Certification on May 15, 1993. Certification No. 2828 provides a turbidity
turbidity standard for the project;
Wildlife Resources Commission - found it could approve of the project provided
the following controls were included in the permit:
1) Sedimentation and erosion control measures should be
installed prior to land-disturbing activities and
maintained throughout the life of the project.
2) Temporary ground cover (e.g., hardwood mulch, straw, etc.)
should be placed on all bare soil during construction.
Permanent herbaceous vegetation in these same areas should
be established within 15 days of ground-disturbing activities
to provide long term erosion control.
P.C. Box 27687; Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
I.
Dr. G. Wayne Wright
Page 2
June 11, 1993
Should you require additional input from the state on this matter, do not hesitate to
contact this office or the commenting agencies.
Very sincerely,
John R. Parker, Jr.
Inland '404 Coordinator
JRP: jr/aw
cc: WildlifResources Commission
DEM

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•-? '- ' Iii P
K2 North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919- _m
Charles R. Fullwood, Executive Director 4
MEMORANDUM
JUN I 19°
TO: John R. Parker, 404 Coordinator
Division of Coastal Management WETLANDS GROUP
WATER QUALITY SECTION
FROM: Stephanie E. Goudreau, Mt. Region Coordinator
Habitat Conservation Program
DATE: May 27, 1993&4 ?a.ATJ
SUBJECT: U.S. Army Corps of Engineers Public Notice No.
199301768, review of application by City of Charlotte
for a permit to place fill materials into wetlands
adjacent to McAlpine Creek for improvements to Old
Providence Road, Mecklenburg;.County .:
The North Carolina Wildlife Resources Commission (NCWRC) has
reviewed the information provided by the U.S. Army Corps of
Engineers, and biological field staff conducted a site visit on
May 24, 1993. These comments are provided in accordance with
provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et
seq.), and the Fish and Wildlife Coordination Act (48 Stat. 401,
as amended; 16 U.S.C. 661-667d.).
The applicant proposes to place approximately 200 cubic
yards of fill into 1/4-acre of forested wetlands along 1,300
linear feet of Old Providence Road where it crosses McAlpine
Creek. The existing road shoulders would be widened to an
average of 10 feet to accommodate a new turning lane on the east
and a new sidewalk on the west side of the existing approach
fills. Finished slopes would be increased from 2:1 to 3:1 to
improve safety. The purpose of the work is to add a turning lane
to Old Providence Road at its intersection with Sharon View Road,
construct a new sidewalk, and improve public safety.
Seasonally flooded forested wetlands in the project area are
vegetated with green ash, sycamore, box elder, sweet gum, and
water oak. Wetlands on the west side of Old Providence Road have
been partly cleared to accommodate overhead utility lines and
buried gas pipelines. Although wetlands have been disturbed in
the project area, they provide good habitat for various species
of mammals, birds, reptiles, and amphibians. Stream banks have
,r
been cleared of all woody vegetation and riprap placed along
McAlpine Creek. The stream is somewhat degraded from
sedimentation, but may support nongame fish species.
The NCWRC does not object to the issuance of this permit,
provided the project sponsors modify the project as follows:
1) Sedimentation and erosion control measures should be
installed prior to land disturbing activities and maintained
throughout the life of the project.
2) Temporary ground cover (e.g. hardwood mulch, straw, etc.)
should be placed on all bare soil during construction.
Permanent herbaceous vegetation in these same areas should
be established within 15 days of ground disturbing
activities to provide long term erosion control.
Thank you for the opportunity to review and comment on this
project. If you have any questions regarding these comments,
please contact me at 704/652-4257.
cc: Mr. Wayne Chapman, District 6 Fisheries Biologist
Mr. Ken Knight, District 6 Wildlife Biologist
Ms. Janice Nicholls, USFWS, Asheville
Mr. John Dorney, DEM
Mr. Steve Lund, COE, Asheville

State of North Carolina
Department of Environment,
Health and Natural Resources A44lip
Division of Environmental Management James B. Hunt, Jr., Governor ID E H Mk A
Jonathan B. Howes, Secretary
N
A. Preston Howard, Jr., P.E., Director
May 15, 1993
Mr. J. G. Humphrey
Asst. City Engineer
City of Charlotte Engineering Dept.
Charlotte-Mecklenburg Govt. Center
600 East Fourth Street
Charlotte, North Carolina 28202-2844
Dear Mr. Humphrey:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed improvement to Old Providence Road
Project # 93337, COE # 199301768
Mecklenburg County
. Attached hereto is a copy of Certification No. 2828 issued
to City of Charlotte Engineering Dept. dated May 15, 1993.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
Preston.Howard, Jr. P.E.
Director
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DEM Regional Office
Mr. John Dorney
Mr. John Parker
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA
Mecklenburg County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to City of Charlotte Engineering Dept. pursuant to an application
filed on the 28th day of April, 1993 to widen and improve Old
Providence Road at its intersection with Sharon View Road.
The Application provides adequate assurance that the
discharge of fill material into wetlands adjacent to the waters
of McAlpine Creek in conjunction with the proposed road
improvement in Mecklenburg County will not result in a'violation
of applicable Water Quality Standards and discharg6 guidelines.
Therefore, the State of North Carolina certifies that this
activity will not violate Sections 301, 302, 303,306, 307 of PL
92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter set forth.
Condition(s) of Certification:
That the activity be conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the stream is 25 NTU's or less are not
considered significant).
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the
above conditions are made conditions of the Federal Permit.
This the 15th day of May, 1993.
DIVISION OF ENVIRONMENTAL MANAGEMENT
reston oward, r. P.E.
WQC# 2828
MEMOR11-NDi.'ITV.1 PRINT NAMES :
Reviewer: _ (RIIAO-L
TO: Jahn Dorney WQ supv.: ,
Planning Branch DATE: / _
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***,
PERMIT YR:
APPLICANT NAME:
PROJECT TYPE:
COE_#:
RCD FROM CDA:
REG OFFICE :
93 PERMIT NO:
CITY OF CHARLOTTE
WIDEN ROAD
199301768
COE
MRO
STREAM-CLASS : e
WL_IMPACT? : 011N
WL_REQUESTED : 0-56
0000337 COUNTY: MECKLENBURG
- WIDEN OLD PROVIDENCE
PERMIT _TYPE : IND
DOT #:
DATE FRM CDA: 04/28/93
RIVER_AND_SUB_BASIN_# : e./h 030$311
STR_INDEX_NO: 9
WL_TYPE :
WL_ACR_EST?:Y/N
WL_SCORE(#): NjP) WATER IMPACTED BY FILL?: Y/N
HYDRO_CNECT?: JIN MITIGATION?: Y&
MITT GATION_TYPE:AYA MITIGATION_SIZE:A)/-1
IS WETLAND RATING SHEET ATTACHED?: 4
RECOMMENDATION (Circle One) (ISSU ISSUE/COND DEITY
COMMENTS :
cc: Regional Office
Central Files

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO April 26, 1993
Regulatory Branch
Action ID. 199301768
Mr. J. G. Humphrey
City of Charlotte Engineering Department
600 East Fourth Street
Charlotte, North Carolina 28202-2844
Dear Mr. Humphrey:
Reference your application for Department of the Army (DA) authorization
to place fill materials into wetlands adjacent to McAlpine Creek to widen and
improve Old Providence Road at its intersection with Sharon View Road at
Charlotte, Mecklenburg County, North Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
In addition to the alternatives analysis submitted with your permit
application, please provide a comparative cost analysis between maintaining
2:1 side slopes and installing guardrail versus the current proposal of
increasing sideslopes to 3:1 with no guardrail. Also include any safety
aspects of guardrail installation that you consider pertinent.
This information is essential to our expeditious processing of your
application and it should be forwarded to us by June 3, 1993. Also, a copy of
this information must be sent to the North Carolina Division of Environmental
Management to enable them to adequately evaluate your application for a Water
Quality Certification pursuant to Section 401 of the Clean Water Act.
If you have questions,.please do not hesitate to contact Mr. Steven Lund,
Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Nt,
Copies Furnished:
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
'j r. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
-2-

G3337
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
April 26, 1993
?r
s y _
s - ;'[,R 2- 8 1993
'AAA
S: June 25, 1993
Regulatory Branch
Action ID. 199301768
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of the City of Charlotte Engineering
Department, represented by Mr. J. G. Humphrey, Assistant City Engineer, for
Department of the Army authorization and a State Water Quality Certification
to place fill materials into wetlands adjacent to McAlpine Creek to widen and
improve Old Providence Road at its intersection with Sharon View Road at
Charlotte, Mecklenburg County, North Carolina. Your receipt of this letter
verifies your acceptance of a valid request for certification in accordance
with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification may be required under the provisions of Section 401 of the same
law. A Department of the Army permit will not be granted until the
certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a reques r certification is a reasonable time for State
action. Therefore, if o ha not acted on the request, or asked for an
extension of time, by J n 25,'1993, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Steven Lund, Asheville
Regulatory Field Office, telephone [phone].
Sincerely,
V e Wrigh
Regulatory Branch
Enclosure
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
SUSPENSE

APPLICATION FOR DEPARTMENT OF THE ARMY PERUrr 9"APPROVAL Na 0"04=
Y (93 CFR 925) .1 4l
Public reporting burden br this w1lecdon of htormadon Is estimead b average 6 hours per response kw to msriorlq of ca••e. kmi+lktQAW tnla 1W 1avlasArtQ kwOuN iOm
s••rctthp existing data sources. gathering and maintaining fn data needed, and sompWM and w4ming is =Boo: mat @ dm,.N n? AppicWom fogy faW ar =ra aompiax
projects, or those in eoobglca f sensitive areas, could tttW& up b boo horn. Swtd conwwts regarding tt" burden *ad=* or amy atm aspect at ft cosecdon Of kd mtabn.
including suggestions for reducing this burden, b DeparNtnnt of Defer. WashMgton Headquarters Service. Olrecionm be khbrmaton Operations and projects. 1216 JNlrson
Davis Highway, Suite 1204. Adhgton, VA 22202-4302; and to to Office of M•nap•n1rK and Budget, Paperwork Reduction project (07104009). WaNtingbn. OC 20603. Please
DO NOT RETURN your completed form to elther of these addresses. Completed applicatlon must be submitted to tin Dietrich Er4line t havkq jtatadiodon over the
location of the proposed activity.
The Departrnent of the Army permit program is autorized by Section W of ft Rivers and Harbor Act of 1809. Section 104 of rite Clow water Act and Section 103 of ft Marine,
Prowcdon, Research and Sanctuaries AcL These laws require permits autwrizirg activities In or affecting navigable waters of to United dhwhan%aL o arm
material Wo waters of de United Stases. and the wwaportatfon of dredged matrW for the purpose of dumping It Irtto oo•an watsrs. khbrm be used
in evaluating the application for a pem iL Wonnadon in this application is made a matter of pubic record through issuance of a pubic notice. •
requested is voluntary; however. tw data requested an neoessary In order to cornrrxrcaw with to applicant and to evaluate tw permit M stets alb ' is
u
not provided. ft permit application cannot be processed nor can a pemnit be lasted. 1 " • l
?l`TJ"
One set of original dravii gs or good reproducible copies which Wow the location arhd dwacter of the proposed activity must be attocthed to this appl ngs
and instructions) and be submitted to the District Engineer having jurisdkdw own the bcwm of the proposed activity. An apgtkation that turned.
1. APPLICATION NUMBER (To be assigned by Corps) 3. NAME, ADDRESS. AND TITLE OF AUTHORIZED AGENT
"NONE"
Telephone no. drug business tours
2. NAME AND ADDRESS OF APPLICANT
H pity of CfiarSteSngineeririgepartInEE
ent
) (mss)
AtC( ) (Office)
Government Center
Charlotte-Mecklenbur
g
600 East Fourth Street
North Carolina 28202-2844
Charlotte Statement of Authorization: I hereby designate and autnorin
/
--mg b: F.1r,& :. 4urs b act h my
behalf as mry agent in dw processing of this pemtit application and b fumWk
upon request. suppiemental hformatlon in support d dw application.
AIC ( ) _ (Residence) SIGNATURE OF APPLICANT DATE
me 704) 33h-2291 (office)
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
SEE ATTACHMENT
4b. PURPOSE
SEE ATTACHMENT

4c. DISCHARGE OF DREDGED OR FILL MATERIAL
SEE ATTACHMENT

-ATMCHMM
0. WATERBODY AND LOCATION ON WATERBODY WHERE ACTIVITY EXISTS OR IS PROPOSED
McAlpine Creek, approximately 67,000 feet from the mouth.
7. LOCATION ON LAND WHERE ACTIVITY DUSTS OR IS PROPOSED
ADDRESS:
6300 - 6500 Block of Old Providence Road, and 6000 Block of Sharon View Road
STREET, ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Mecklenburg North Carolina 28226
COUNTY STATE ZIP CODE
City of Charlotte
LOCAL GOVERNING BODY WITH JURISDICTION OVERSITE
8. Is any portion of the activity for which authorization Is sought now complete? ? YES XX NO
tf answer is 'yes' give reasons, month and year the activity was completed. Indicate the existing work on the drawings.
9. List ad approvals or certifications and denials received from other federal, interstate, state or local agencies for any structures, construction, discharges or other
actMtiee described in this application.
ISSUING AGENCY TYPE APPROVAL IDENTIFICATION NO. DATE OF APPLICATION DATE OF APPROVAL DATE OF DENIAL
The City has not yet applied for the following additional approvals that are required:
ISSUING AGENCY TYPE APPROVAL
North Carolina Department of Environment, Erosion Control
Health and Natural Resources
Mecklenburg County
Floodway Fill
10. Application is hereby made l of a permit Of permits to authorize the activities described herein. I certify that I am farrAw with the information contained in the
application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that 1 possess the authority to
undertake the proposed activities or I am acting as the duly authorized agent of the applicant.
3 4
DATE SIGNATURE OF AGENT DATE
The application must be sigby the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 3 has been filled out and signed.
t8 U.S.C. Section 1001 provides that: Whoever, in any manner within the jtxisdictlon of any department or agency of The United Stales
knowvr and willfufty talsifres. caveat% or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or kaudutent
statements or representations or makes or uses any false writing or document knowing same to coma any false fictitious or
f w- Went statement or entry. "be fined not morethan $10,000 or imprisoned not more than five years. or boft
taw~" of ENO FOAAI 434)
'U.S. Goverm w Phrtinq oflIm 1901 - 529-2"
.
-j
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, FORM.
ATTACHMENT
Block 4 Continued.
4345
4a. ACTIVITY
Shoulder reconstruction associated with widening Old
Providence Road will extend along approximately 1300 linear
feet of wetlands. Approximately 200 cubic yards of upland
fill material is proposed below the elevation of the
ordinary high water flow line. The 12' depth for HWL is
based upon a USGS recommendation. The area of wetlands
being impacted is approximately 12,235 square feet, and
consists of those areas bounded by the existing toe of slope
and the proposed toe of slope.
A shallow ditch averaging 3' deep and 350' long is
located at the toe of the existing slope on the east side of
Old Providence Road, north of the bridge. We propose to
reconstruct approximately 300 feet of this ditch at the toe
of the proposed slope.
None of the recent construction in the project area was
associated with the roadway improvement. Mecklenburg County
installed rip-rap along the McAlpine Creek banks and cleared
some of the undergrowth in the flood plain.
4b. PURPOSE
This public project
City's most congest
has determined that
However, installing
only lane along Old
number and severity
will improve traffic flow at one of the
ad, unsignalized intersections. The City
a traffic signal is also warranted.
a signal prior to adding a left-turn-
Providence would likely increase the
of accidents.
Specifically, the proposed improvements are:
* Construct a left-turn only lane along Old Providence
Road at the Sharon View Road intersection, by widening
primarily along the east side of old Providence. This will
allow the City to achieve an acceptable horizontal alignment
without reconstructing the McAlpine Creek bridge.
Shoulder reconstruction will extend into the McAlpine Creek
floodplain.
* Widen the shoulder along the west side of Old Providence
Road and construct sidewalk. The new sidewalk will connect
with existing sidewalk along Sharon View Road and the
existing sidewalk which ends just south of the McAlpine
Creek bridge.
* Change the vertical alignment of Sharon View Road to
flatten its tie-in with old Providence.
* Add guardrail at the McAlpine Creek bridge.
* Signalize the intersection
We expect to begin construction in spring 1994, and complete
during fall 1994.
ATTACHMENT
4c. DISCHARGE OF DREDGED OR FILL MATERIAL
Approximately 200 cubic yards of upland fill material is
proposed below the elevation of the ordinary high water flow
line. The contractor will be responsible for supplying fill
material, which is subject to City approval. Erosion
control will consist of rock check dams and silt fence, and
is subject to State approval.
Block 5 Continued.
5. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES,
ETC., WHOSE PROPERTY ALSO ADJOINS THE WATERWAY
Robert A. & Joyce H. Scull
6325 Old Providence Road
Charlotte, N. C. 28226
Tax Code: 187-37-173
University Financial Services
Corp., Inc.
801 East Morehead Street
Charlotte, N. C. 28202
Tax Code: 211-01-112
Old Providence Racquet and
Swim Club
P. O. Box 220808
Charlotte, N. C. 28222
Tax Code: 211-10-123A
McAlpine Ltd. Partnership
4649 Mullins Ford Road
Charlotte, N. C. 28226
Tax Code: 187-37-172
Michael S. & Lori A. Bis
6500 Old Providence Road
Charlotte, N. C. 28226
Tax Code: 211-10-122
Paul H. & Melba R. Moore
6015 Sharon View Road
Charlotte, N. C. 28226
Tax Code: 187-272-11
ALTERNATIVES ANALYSIS
Note: Please refer to the attached 404 application for a
detailed description of the scope of work.
The City of Charlotte Engineering Department considered three
alternates:
Alternate #1:
* 9' shoulder; guardrail at bridge approaches and at face of
curb along fill embankments; 2:1 embankment slopes
* Comments:
- According to NCDOT, guardrail is warranted along the fill
embankment due to the fill height (average 15'*in this
case) whenever the fill slope is 2:1 or steeper.
Alternate #2•
* 14' shoulder; guardrail at bridge approaches and 12' from
face of curb along fill embankments; 2:1 embankment slopes
* Comments:
- According to NCDOT, guardrail is warranted along the fill
embankment due to the fill height whenever the fill slope
is 2:1 or steeper.
Alternate #3: (RECOMMENDED ALTERNATE)
* 8' shoulder; guardrail at bridge approaches only; 2:1
embankment slopes behind guardrail; 3:1 embankment slopes
elsewhere
* Comments
NCDOT guidelines do not require guardrail whenever fill
slope is 3:1 or flatter.
The City selected alternate #3 because it is the safest design.
Guardrail is not required along the length of the fill embankment
because the proposed slopes are 3:1. We have proposed 2:1 fill
slopes behind the guardrail which is warranted at the bridge.
Alternates #1 and #2 would require several hundred additional
feet of guardrail. Barrier systems such as guardrail are hazards
themselves, and AASHTO and NCDOT design guidelines recommend
their use be minimized.
OLD PROVIDENCE/SHARON VIEW MINOR INTERSECTION IMPROVEMENT
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PURPOSE: Improve traffic flow. reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine crook channel bottom. 1 -in-ch . 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 87,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT. Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF. Mecklenburg
3. University FTnunclai Services 600 East Fourth Street STATE North Carolina
4. Michael d: Lori Ble Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet d: Swim APPLICATION BY. T. G. Humphrey
8. Paul & Melba Moore Sheet 1 of 6 Date 3-25-93

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PURPOSE: Improve traffic flow. reduce
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congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom, 1 inch = 4.0 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67,000 feet from
ADJACEN T PROPERTY OWNERS mouth
1. Robert d: Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Chariotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori Bie Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
& Old Providence Racquet & Swim APPLICATION BY
s. G. Humphrey
6. Paul alt Melba Moore Sheet 2 of 5 Data 3-23-93
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PURPOSE: Improve traffic flow, reduce
SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2 McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF. Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael d: Lad Bie Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION 8Y J. G. Husphrey
6. Paul & Melba Moore Sheet 3 of 6 Date 3-25-93

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PURPOSE: Improve traffic flow, reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creelc channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlplne creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-MecWenburg Government Canter COUNTY OF: Mecklenburg
3. Univeroity Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori Bis Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-183
5. Old Providence Racquet & Swim APPLICATION BY: J. G. Humphrey
6. Paul & Melba Moore Sheet 4 of 6 Date 3-25-93
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PAUL HONAE MOORE & WIFE MELBA R
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211-10-123A
DEED 2403 PAGE 499
OAK RUN ASSOCIATION INC
211-10-126
BOOK 6240 PAGE 128
PURPOSE: Improve traffic flow. reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael & Lori Ble Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPUCATiON BY J. G. Humphrey
6. Paul & Melba Moore Sheet 5 of 6 Date 3-25-93

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PURPOSE Improve traffic flow, reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 20 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert alt Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Meddenburg Government Center COUNTY OF. Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael & Lori Bie Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 612-89-193
S. Old Providence Racquet A: Swim APPLICATION BY. J. G. Humphrey
6. Paul # Melba Moore Sheet 6 of 8 Date 3-25-93
DEPARTMENT OF THE ARMY APR 3 9 1993
t
Wilmington District, Corps of Engineers a
Post Office Box 1890
Wilmington, North Carolina 28402-1890 .... wETIANDS GRntia
Action ID: 199301768
April 29, 1993
PUBLIC NOTICE
The CITY OF CHARLOTTE ENGINEERING DEPARTMENT, represented by Mr. J.G.
HUMPHREY, ASSISTANT CITY ENGINEER, 600 EAST FOURTH STREET, CHARLOTTE, NORTH
CAROLINA 28202-2844, has applied for a Department of the Army (DA) permit TO
PLACE FILL MATERIALS INTO WETLANDS ADJACENT TO MCALPINE CREEK TO WIDEN AND
MAKE IMPROVEMENTS TO OLD PROVIDENCE ROAD AT ITS INTERSECTION WITH SHARON VIEW
ROAD IN CHARLOTTE, Mecklenburg County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the U.S. Army Corps of Engineers. Plans submitted with the
application show the proposed placement of approximately 200 cubic yards of
fill into approximately 1/4 acre of wooded wetlands along 1,300 linear feet of
Old-Providence Road where it crosses McAlpine Creek. The existing road
shoulders would be widened an average of 10 feet to accommodate•a new turning
lane on the east and a new sidewalk on the west side of the existing approach
fills. Finished.side slopes would be increased from 2:1 to 3:1 to improve
safety. All fill would be obtained from an upland source. The affected
wetlands consist mostly of seasonally flooded, immature forest vegetated with
green ash, American elm and box elder. Prior utility work has disturbed some
of these wetlands on the north side of the creek. The purpose of the work is
to add a turning lane to Old Providence Road at its intersection with Sharon
View Road, construct a new sidewalk and improve public safety. Plans showing
the proposed work are included with this public notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No
DA permit will be issued until the coordinated State viewpoint on the proposal
has been received and reviewed by this agency, nor will a DA permit be issued
until the North Carolina Division of Environmental Management (DEM) has
determined the applicability of a Water Quality Certificate as required by PL
92-500.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any.person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
-2- ?
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer has determined, based on a review of data furnished
by the applicant and onsite observations, that the activity will not affect
species, or their critical habitat, designated as endangered or threatened
pursuant to the Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The .
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important.resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards, flood plain values, land use, navigation, shore erosion and
accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For
activities involving the placement of dredged or fill materials in waters of
the United States, a permit will be denied if the discharge that would be
authorized by such permit would not comply with the Environmental Protection
Agencies, 404(b)(1) guidelines. Subject to the preceding sentence and any
other applicable guidelines or criteria, a permit will be granted unless the
District Engineer determines that it would be contrary to the public interest.
Generally, the decision whether to issue this DA permit will not be made
until the DEM issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The DEM considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of
the Army permit serve as application to the DEM for certification.
I
-3-
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental.Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The DEM plans to take final action in the issuance of the Clean Water Act
certification on or after May 22, 1993.
All persons desiring to make comments regarding the application for clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before May 17, 1993, Attention: Mr. John
Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Steven Lund, until 4:15 p.m.,
May 31, 1993, or telephone [phone].
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PURPOSE: Improve traffic flow, reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creels channel bottom, 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 87,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Chcrlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 800 East Fourth Street STATE: North Carolina
4. Michael d: Lorl Bis Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION BY J. G. Humphrey
8. Paul & Melba Moore Sheet 1 of 6 . Date 3-25-93
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PURPOSE Improve traffic flow. reduce PROPOSED INTERSECTION IMPROVEMENT -
congestion SCALB ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation = 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert do Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT. Charlotte
2 McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael & Lori Bis Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION BY. 8. Paul & Melba Moore ,. G. Humphrey
Sheet 2 of 6 Date 3-25-93
I

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PURPOSE Improve traffic flow. reduce ?? PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation i 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF. M=Wenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael & Lori Ble Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5.. Old Providence Racquet & Swim APPLICATION BY. s. G. Hu-phrey
6. Paul & Melba Moore Sheet 3 of 6 Date 3-25-93
4
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DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert do Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT' AT. Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Meddenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori `8is Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet Ak Swim APPLICATION ey- a. G. Humphrey
6. Pail do Melba Moore Sheet 4 of 6 Date 3-25-93
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PROPOSED IE WPORARY
ROCK CHECK DAM
CITY SiD. 30.10
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ASEMENT
PAUL HOWIE MOORE & WE MELBA R 0
187-27-211
BOOK 1913 PAGE 633 I VITLANDS
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OLDE PROVIDENCE RACC1QUET & SWIM CLUB
y¦,b,? i '? I 1 \ DEED 2403 PAGE 499
I 12 eo I `.
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PAUL HOWIE MOORE & WE MELBA R T
187-27-210 1 rsT 12+?aas \
BOOK 2043 PAGE 39
I 1 I OAK RUN ASSOCIATION INC
13+00 211-10-126
BOOK 6240 PAGE 128
PURPOSE Improve traffic flow. reduce SCAM PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON MEW
elevation - 0.00 IN: McAlpine creek 87.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael do Lori Bill Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPUCATION BY, J. G. Humphrey
6. Paul & Melba Moore Sheet 5 of 6 Date 3-25-93
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congestion . ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 20 ft. OLD PROVIDENCE ROAD AT SHARON VIEW .
devotion - 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecldenburg Government Center COUNTY OF. Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolino
4. Michael & Lori Bie Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet d: Swim APPLICATION BY, J. G. Humphrey
6. Paul & Melba Moore Sheet 8 of 6 Date 3-25-93
r ' -
SiATf
_
State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street 9 Raleigh, North Carolina 27604
Division of Coastal Management
James B. Hunt, Jr., Governor
May 5, 1993
MEMORANDUM
TO: Mr. A. Preston Howard, P. E.
Acting Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Inland "404" Coordinator
SUBJECT: "404" Project Review
Jonathan B. Howes, Secretary
The attached U.S. Army Corps of Engineers Public Notice for Action No. 199301768
dated April 29, 1993 describing a proposed project by The City of Charlottee, is.
being circulated to interested state agencies for comments on applicable Section 404
and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed project
and return this form by May 31, 1993 If you have any questions regarding the
proposed project, please contact me at 733-2293. When appropriate, in-depth
comments with supporting data is requested.
REPLY This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Signed
Date
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
j a 50%reryded/10%pmt- w= pape
P

State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street • Raleigh, North Carolina 27604
Division of Coastal Management
James B. Hunt, Jr., Governor
MEMORANDUM
May 5, 1993
TO: Mr. A. Preston Howard, P. E.
Acting Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Inland "404" Coordinator
SUBJECT: "404" Project-Review
Jonathan B. Howes, Secretary
The attached U.S. Army Corps of Engineers Public Notice for Action No. 199301768
dated April 29, 1993 describing a proposed project by The City of Charlottee, is
being circulated to interested state agencies for comments on applicable Section 404
and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed project
and return this form, by May 31, 1993 If you have any questions regarding the
proposed project, please contact me at 733-2293. When appropriate, in-depth
comments with supporting data is requested.
REPLY This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Signed Date
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax ;r 919-733-0513
An Equal Opportunity Affirmative Action Employer
,*0S4\ sox,ayaea/tox po,t-m--,pap,
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID: 199301768 April 29, 1993
PUBLIC NOTICE
The CITY OF CHARLOTTE ENGINEERING DEPARTMENT, represented by Mr. J.G.
HUMPHREY, ASSISTANT CITY ENGINEER, 600 EAST FOURTH STREET, CHARLOTTE, NORTH
CAROLINA 28202-2844, has applied for a Department of the Army (DA) permit TO
PLACE FILL MATERIALS INTO WETLANDS ADJACENT TO MCALPINE CREEK TO WIDEN AND
MAKE IMPROVEMENTS TO OLD PROVIDENCE ROAD AT ITS INTERSECTION WITH SHARON VIEW
ROAD IN CHARLOTTE, Mecklenburg County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the U.S. Army Corps of Engineers. Plans submitted with the
application show the proposed placement of approximately 200 cubic yards of
fill into approximately 1/4 acre of wooded wetlands along 1,300 linear feet of
Old Providence Road where it crosses McAlpine Creek. The existing road
shoulders would be widened an average of 10 feet to accommodate a new turning
lane on the east and a new sidewalk on the west side of the existing approach
fills. Finished side slopes would be increased from 2:1 to 3:1 to improve
safety. All fill would be obtained from an upland source. The affected
wetlands consist mostly of seasonally flooded, immature forest vegetated with
green ash, American elm and box elder. Prior utility work has disturbed some
of these wetlands on the north side of the creek. The purpose of the work is
to add a turning lane to Old Providence Road at its intersection with Sharon
View Road, construct a new sidewalk and improve public safety. Plans showing
the proposed work are included with this public notice.
The State of North Carolina will review this public notice to determine
the need for the applicant to obtain any required State authorization. No
DA permit will be issued until the coordinated State viewpoint on the proposal
has been received and reviewed by this agency, nor will a DA permit be issued
until the North Carolina Division of Environmental Management (DEM) has
determined the applicability of a Water Quality Certificate as required by PL
92-500.
This application is being considered pursuant to Section 404(b) of the
Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within
the comment period specified in the notice, that a public hearing be held to
consider this application. Requests for public hearing shall state, with
particularity, the reasons for holding a public hearing.
W 21993
M
-2-
The District Engineer has consulted the latest published version of the
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the District
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer has determined, based on a review of data furnished
by the applicant and onsite observations, that the activity will not affect
species, or their critical habitat, designated as endangered or threatened
pursuant to the Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards, flood plain values, land use, navigation, shore erosion and
accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For
activities involving the placement of dredged or fill materials in waters of
the United States, a permit will be denied if the discharge that would be
authorized by such permit would not comply with the Environmental Protection
Agencies, 4Q4(b)(1) guidelines. Subject to the preceding sentence and any
other applicable guidelines or criteria, .a permit will be granted unless the
District Engineer determines that it would be contrary to the public interest.
Generally, the decision whether to issue this DA permit will not be made
until the DEM issues, denies, or waives State certification required by
Section 401 of the Clean Water Act. The DEM considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act.,j The application and this public notice for the Department of
the Army.per)nerve as application to the DEM for certification.

*el 2 1
=3-
Additional information regarding the Clean Water Act certification may be
reviewed at the offices of the Environmental Operations Section, North
Carolina Division of Environmental Management, Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished
to any person requesting copies upon payment of reproduction costs.
The DEM plans to take final action in the issuance of the Clean Water Act
certification on or after May 22, 1993.
All persons desiring to make comments regarding the application for Clean
Water Act certification should do so in writing delivered to the North
Carolina Division of Environmental Management, Post Office Box 27687, Raleigh,
North Carolina 27611-7687, on or before May 17, 1993, Attention: Mr. John
Dorney.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Steven Lund, until 4:15 p.m.,
May 31, 1993, or telephone [phone].

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OFFICIAL CITY MAP slo
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BLOCK MAP
pt• i-Oaknt-
Note: Existing McAlpine Creek bridge is located `t,.
67,000 feet upstream from mouth. K1oAu
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PURPOSE Improve traffic flow. reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael do Lori BTs Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet do Swim APPLICATION BY: J. G. Humphrey
6. Paul d: Melba Moors Sheet 1 of 6 . Date 3-25-93
4 f
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PURPOSE: Improve traffic flow. reduce PROPOSED INTERSECTION IMPROVEMENT -
congestion SCALE ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation = 0.00 IN: McAlpine creole 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT. Charlotte
2 McAlpine Ltd Partnership Charlotte-Moddenburg Government Center COUNTY OF. Moddenburg
3. University Financlai Services 600 East Fourth Street STATE North Carolina
4. Michael & Lori Bis Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION BY. 6. Paul d: Melba Moore J. G. Humphrey
Sheet 2 of 6 Date 3-25-93

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PURPOSE: Improve traffic flow. reduce ?? PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael d: Lori Bin Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPUCA71ON BY. J. G. H-phrey
6. Paul It Meiba Moore Sheet 3 of 6 Date 3-25-93

b MATCH LINE SEE SHEET 3 OF 6
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PURPOSE: Improve troffic flow. reduce PROPOSED INTERSECTION IMPROVEMENT -
congestion SCALE ADDING LET TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67,000 feet from
ADJACENT PROPERTY OIMNERS: mouth
1. Robert.& Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership chariatte-MecWenburg Government Center COUNTY OF. Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori B(S Chadatte, North Carolina 28202-28" CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet k Swim APPLICATION By,
j. c. Humphrey
6. Paul k Melba Moore Sheet 4 of 6 Date 3-25-93
M
}
PROPOSED 700CRARY
ROOK CFEO! DAY
CITY 570. 30.10
-EXCAYAIE SfDIYBNT N
OWMIEL. GRADE TO DRAIN
AND MALL PROP. W W8 B
RIP RAP 38' LONG UY 18' WIDE
EENG FIUM 43=6 34 Fr.
PAUL HOWIE MOORE & WE MELBA R
187-27-211
BOOK 1913 PAGE 633
PAUL HONAE MOORE & WIFE MELBA R
187-27-210
BOOK 2043 PAGE 39
PURPOSE Improve traffic flow. reduce
congestion
DATUM: McAlpine creek channel bottom.
elevation - 0.00
ADJACENT PROPERTY OWNERS:
1. Robert & Joyce Scull
2. McAlpine Ltd. Partnership
3. University Financial Services
4. Michael & Lori Ble
5. Old Providence Racquat & Swim
6. Paul & Melba Moore
SCALE
1 inch = 40 ft.
CHARLOTTE ENGINEERING DEPARTMENT
Charlotte-Mecklenburg Government Center
600 East Fourth Street
Charlotte. North Carolina 28202-2844
N IN
\ r4%. \
RIOC \
OLDE PROV
WZTLANDS
OAK RUN ASSOCIA71ON INC
211-10-126
BOOK 6240 PAGE 128
& SWIM CLUB
499
PROPOSED INTERSECTION IMPROVEMENT -
ADDING LEFT TURN ONLY LANE ALONG
OLD PROVIDENCE ROAD AT SHARON VIEW
IN: McAlpine creek 67.000 feet from
mouth
AT Charlotte
COUNTY OF: Mecklenburg
STATE North Carolina
CITY PROJECT NO.: 512-89-193
APPLICATION BY. J. G. Humphrey
Sheet 5 of 6 Date 3-25-93
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PURPOSE: Improve traffic flow. reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom. 1 inch = 20 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation - 0.00 IN: McAlpine creek 67.000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT. Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF. Mecklenburg .
3. University Financial Services 600 East Fourth Street STATE North Carolina
4. Michael & Lori Bie Charlotte. North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet d: Swim APPLICATION BY. J. G. Humphrey
6. Paul $ Melba Moore Sheet 6 of 6 Date 3-25-93
{

. 1 _
CRARLOTTE
June 2, 1993
Mr. Steven
U. S. Army
Regulatory
Room 75, G:
37 Battery
Asheville,
Lund
Corps of Engineers
Field Office
rove Arcade Building
Park Avenue
North Carolina 28801-2714
D

Subject: Old Providence/Sharon View Intersection 404 Permit
Dear Mr. Lund:

This is in response to Mr. G. Wayne Wright's letter dated April 26,
1993 to Mr. J. G. Humphrey, requesting additional information
necessary for the Corps to process our 404 permit application.
There is negligible cost difference between constructing 2:1 slopes
with guardrail along the top of the fill embankment, versus our
original proposal of constructing 3:1 side slopes with no
guardrail. Both alternatives meet established design guidelines.
Since constructing 2:1 slopes would impact the wetlands less than
constructing 3:1 slopes, the City has revised its design. Although
the new design produces a wider shoulder width at road level due to
setback requirements for guardrail, the toe of slope does not
extend out as far as it would with 3:1 slopes.
The attached drawings reflect the new design. Note that the area
of wetlands being filled is now approximately 8707 SF (.20 acres),
compared to about 12,234 SF (.28 acres) with our original proposal.
We believe the Corps will find this revised design more suitable,
since it impacts the wetlands less than our original proposal.
Please contact me at [phone] if you have any questions.
Si cer ly
0" . ?"r
Mark L. Cain
CE I, Engineering
attachments
G. new_Wright - Corps of Engineers
Engineering - epartment 600 East Fourth Street Charlotte, NC 28202-2844 704/336-2291
cc: Clark Readling
Jim Humphrey
Bob Pressley
Bill Dillard

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PURPOSE: Improve traffic flow, reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom, 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation = 0.00 IN: McAlpine creek 67,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori Bis Charlotte, Nort h Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION BY: J. G. Humphrey
6. Paul & Melba Moore Sheet 1 of 6 Date: 6-3-93

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PURPOSE: Improve traffic flow, reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom, 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation = 0.00 IN: McAlpine creek 67,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori Bis Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION BY: J. G. Humphrey
6. Paul & Melba Moore Sheet 2 of 6 Date: 6-3-93

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PURPOSE: Improve traffic flow, reduce SCALE PROPOSED INTERSECTION IMPROVEMENT -
congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom, 1 Inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation = 0.00 IN: McAlpine creek 67,000 feet from
ADJACENT PROPERTY OWNERS: mouth
1. Robert & Joyce Scull CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4. Michael & Lori Bis Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193
5. Old Providence Racquet & Swim APPLICATION BY: J. G. Humphrey
6. Paul & Melba Moore Sheet 3 of 6 Date: 6-3-93

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DATUM: McAlpine creek channel bottom, 1 inch = 40 ft. OLD PROVIDENCE ROAD AT SHARON VIEW
elevation = 0.00

ADJACENT PROPERTY OWNERS: IN: McAlpine creek 67,000 feet from

1.
Robert & Joyce Scull mouth

2.
McAlpine Ltd. Partnership CHARLOTTE ENGINEERING DEPARTMENT AT: Charlotte

3.
University Financial Services Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg

4.
Michael & Lori Bis 600 East Fourth Street STATE: North Carolina

5.
Old Providence Racquet & Swim Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193

6.
Paul & Melba Moore APPLICATION BY: J. G. Humphrey
Sheet 4 of 6 Date: 6-3-93
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PAUL HOWIE MOORE & WIFE MELBA R
187-27-210
BOOK 2043 PAGE 39
6015 Shorm View
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DATUM: McAlpine creek channel bottom,
elevation = 0.00
ADJACENT PROPERTY OWNERS:
1. Robert & Joyce Scull
2. McAlpine Ltd. Partnership
3. University Financial Services
4. Michael & Lori Bis
5. Old Providence Racquet & Swim
6. Paul & Melba Moore
SCALE
? • ? WETLANDS BEING FILLED 3398.2 50. FT.
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30' WIDE
WETLANDS
PROP. PERMANENT
UTILITY EASEMENT

I
E PROVIDENCE RACOUET & SWIM CLUB
\
211-10-123A
DEED 2403 PAGE 499
5952 Shoron View
tiq
BRICK <T
to E
END PROPOSED
5' SIDEWALK `
I
OAK RUN ASSOCIATION INC \
2n-1o-lzs
BOOK 6240 PAGE 128
1 inch = 40 ft.
CHARLOTTE ENGINEERING DEPARTMENT
Charlotte-Mecklenburg Government Center
600 East Fourth Street
Charlotte, North Carolina 28202-2844
PROPOSED INTERSECTION IMPROVEMENT -
ADDING LEFT TURN ONLY LANE ALONG
OLD PROVIDENCE ROAD AT SHARON VIEW
IN: McAlpine creek 67,000 feet from
mouth
AT: Charlotte
COUNTY OF: Mecklenburg
STATE: North Carolina
CITY PROJECT NO.: 512-89-193
APPLICATION BY: J. G. Humphrey
Sheet 5 of 6 Dote: 6-3-93
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congestion ADDING LEFT TURN ONLY LANE ALONG
DATUM: McAlpine creek channel bottom, 1 inch = 20 ft OLD PROVIDENCE ROAD AT SHARON VIEW

ADJACEN elevation = 0.00
T PROPERTY OWNERS: . IN: McAlpine creek 67,000 feet from

1.
Robert do Joyce Scull
CHARLOTTE ENGINEERING DEPARTMENT mouth
AT: Charlotte
2. McAlpine Ltd. Partnership Charlotte-Mecklenburg Government Center COUNTY OF: Mecklenburg
3. University Financial Services 600 East Fourth Street STATE: North Carolina
4.
5. Michael do Lori Bis
Old Providence Rocquet do Swim Charlotte, North Carolina 28202-2844 CITY PROJECT NO.: 512-89-193

6
Paul do Melba Moore APPLICATION BY: J. G. Humphrey
. Sheet 6 of 6 Dote: 6-3-93