19990351 Ver 1_Complete File_19990725

A. .
June 2, 1999
State of North Carolina
Department of Environment & Natural Resources
Division of Water Quality
Wetlands/401 Unit
4401 Reedy Creek Road
Raleigh, NC 27607
Attn: Mr. John R. Dorney

Re: PROPERTY OF NASIR AHMAD & WIFE NAJAMUL TARIQA
5.71-Acre Tract at N/S Speedway Boulevard
DWQ Project # 990351
.,)rj?j.
DESIGN • PLANNING • RESEARCH
DPR ASSOCIATES, INC.
Landscape Architects
Planners & Engineers
420 Hawthorne Lane
Charlotte, NC 28204
Phone [phone]
Fax [phone]
RESPONSE TO LETTER DATED 5/17/99 ?"'d(\o??u'
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Dear Mr. Dorney: 0 y? `
`11 7?
I am writing on behalf of our client, Mr. Nasir Ahmad, in response to your le la y 17, 1999.
Mr. Ahmad's property comprises 5.71 acres, and was originally part of 10-acre tract that he owned, prior
to the sale of 4.3 acres in March of 1997. The property that was sold was used for construction of the
relocation of Concord Mills Boulevard (formerly Speedway Boulevard). The remaining tract of land has
very limited developable area.
Mr. Ahmad engaged the services of both our firm and an environmental consultant, to review and assess
the development feasibility for this site. A number of options were considered, although, due to the
number of physical constraints, development of the site is extremely difficult.
As is indicated in the attached documentation, runoff from the Concord Mills site is piped across the
boulevard onto the Ahmad property. We have been concerned with the extent of accumulated sediment
observed and the potential impact to the property, entirely from off-site sources. As you are aware,
development in the Kings Grant area has been enormous. Mr. Ahmad's acreage represents only a tiny
portion and is dwarfed by the surrounding players.
Further restrictions placed on this property would seem to unfairly penalize a landowner who, to date, has
initiated no land-disturbing activity, but whose property is nonetheless impacted by development of a much
larger magnitude than that which is proposed on this site. Furthermore, the General Permit Verification
received from the U.S. Army Corps of Engineers specifically calls for the remaining 1.38 acres of
wetlands to "... be preserved through placement into a conservation easement." Mr.Ahmad is not opposed
to those terms and conditions proposed.
For these reasons therefore, I respectfully request your consideration of the particular circumstances of
this site. I have enclosed for your reference, a summary, along with related documentation, to best
characterize the existing conditions and limitations of this property. It is my hope that this information will
help to address your specific areas of concern.
June 2, 1999
Mr. John R, Dorney
Page 2
Thank you for your assistance and consideration in this regard. Should you have any questions or require
additional information, please do not hesitate to call.
Sincerely,
DPR ASSOCIATES, INC.
?r
Richard?/Modlin. P.E.
Project Manager
RLM/rlm
Attachments
c: Nasir Ahmad (w/attachments)
Mike Parker - DWQ Mooresville (w/attachments)
D. Harmon - ESI (w/attachments)
File 98067 (w/attachments)
.0
June 2, 1999
Mr. John R, Dorney
Page 3
DEVELOPMENT FEASIBILITY
FOR
Property of Nasir Ahmad
at Speedway Boulevard,
Concord, North Carolina
(Excerpts from Draft Summary
dated January 7, 1999)
1. Site Information
The subject property is located at Kings Grant, along the north side of Concord Mills Boulevard (formerly
Speedway Boulevard), approximately 0.5 miles west of the I-85 interchange. It is an approximately
triangular-shaped parcel, with a total area of 5.71 acres. The property has a total roadway frontage of
approximately 1,000 feet and is situated opposite the easternmost entrance into the Concord Mills site.
The (relocated) Concord Mills Boulevard is a 5-lane section with an opening in the concrete median at the
property.
2. Background
The Owner requested assistance in determining the development potential of the 5.71-acre tract of land,
with the intent to provide three (3) sites approximately one acre each. The anticipated development use
would be for fast-food restaurants or similar establishments.
Other required development criteria considered include:
' Compliance with City/County zoning
' Regulatory compliance with respect to stormwater management and wetland protection
' Desire to minimise wetland impacts
' Access to property at the existing median opening, opposite the existing entrance to Concord
Mills site
' Driveway turnout/entrance geometries and vertical alignment in accordance with NCDOT
standards

June 2, 1999
Mr. John R, Dorney
Page 4
' Desire by Owner to raise grade of proposed building sites as close to the elevation of road
(Concord Mills Boulevard) as possible, for best visibility
Based on these general considerations, the Owner engaged the services of Environmental Services, Inc.
(ESI) for review of the wetlands on the site and identification of permitting requirements. The Owner
retained DPR Associates, Inc. to use those initial findings in preparing a schematic development plan for
the site.
3. Scope of Study
The study represents the summary of findings and conclusions based on the following:
? Overall description of physical features of property
? Chronology of the property and surrounding development
? Initial intent of Owner and purpose of study.
? Field review of site conditions.
? Review of Concord Mills Boulevard roadway plans for coordination of site.
? Review of permitting requirements and procedures.
? Wetlands delineation review and recommendations.
? Review of siteaccess options.
? Preparation of schematic design alternatives for development of site.
? Recommendation/selection of preferred schematic alternate.
? Preparation of site development plans for submittal to U.S. Army Corps of Engineers
and the Division of Water Quality as required for Pre-Construction Notification (PCN)
for sites with wetland impacts less than one acre.
? Review/assessment of design concept and determination of available developable land.
? Preparation of estimated construction quantities and costs for development of property.
? Summary/documentation of findings and conclusions.
June 2, 1999
Mr. John R, Dorney
Page 5
4. Existing Sit
a)
b)
C)
d)
C)
0
g)
h)
i)
D
e Constraints Observed
Elevation of Property in Relation to Road
Wetlands Configuration
Existing Jurisdictional & Non-Jurisdictional Streams
Existing Permanent Drainage Easements
Temporary Construction Easement
Existing Access Easement
Existing Culverts Discharging Onto Property
Impacts to Property from Construction at Concord Mills Site
Entrance Location & Access
Stormwater Management
5. Development Overview
The following is a general outline of site conditions affecting the development potential for the subject
property:
? Of the 10.01-acre tract of land originally owned by Mr. Ahmad, 4.3 acres ofi(evelopable
property were sold inMarch, 1997. This land was subsequently used in the relocation of
Speedway Boulevard.
? The 5.71-acre tract remaining from that sale lies predominantly within a delineated wetland
area. Based on the original wetlands plats prepared by FC&A Consulting Engineers, dated
September 25, 1995, there are approximately 2.4 acres of wetlands on the site. The wetlands
on the site are two effectively non-contiguous areas.
? In addition to the wetlands, there are some 50 linear feet of regulated stream channel and
approximately 400 linear feet of non-regulated stream channel. The proposed development
of the site would be limited to that which can be accomplished, maintaining wetland impacts
to less than one acre.
? The property lies some 30 feet below the elevation of the road (Concord Mills Boulevard),
indicated by the existing slope easement. A median opening is provided within the property
frontage. However, no actual entrance (or embankment) onto the property was constructed
as part of the road relocation. Construction of the entrance alone will require a large quantity
of costly off-site fill material.
j
June 2, 1999
Mr. John R, Dorney
Page 6
? The property is encumbered by a total of three (3) permanent drainage easements, two of
which were established as part of the roadway relocation. These easements total some 0.3
acres for the 72, 48 and 24-inch culverts, respectively, that each cuirentl}discharge onto this
property. These pipes and easements must be dealt with as part of development of the site
(ie- rerouting of pipe, grading limitations on buildable land area, and wetland impacts).
? An existing 60-foot access easement parallels the sewer easement along the eastern portion
of the property.
? An existing 30-foot sanitary sewer easement lies along the east property line.
? Observed accumulation of sediment from constriction across Speedway Boulevard.
? Undercut excavation and replacement with off-site fill material.
Submitted by:
DPR ASSOCIATES, INC.
By:
Richard L. Modlin, P.E.
Project Manager
Site Development Plan
i SlTE i
NORTH
CONCORD

KINGS
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420ll'th.m' Lo"" PROPERTY OF NAM AHMAD
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/04/ss2-1204 CONCORD, NORTH CAROLINA
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1
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42' 15' 15' VARIES
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----------------
FINAL GRADE
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PROPOSED FILL SLOPE
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SITE MXLE1M 0
SCALE: Mcir-
TYPICAL SECTION
PROPERTY OF MASIR A MAD 2
OF 6
CONCORD. NORTH CAROLINA
TOTAL PROPERTY AREA: 5.71 Ac
WETLAND AREAS: 2.37 AC
Non-Significant Channel:
Stream A - 125 feet
Stream B - 295 feet
Sigriificurit Choorlel:
Stream C - 50 feet
PROP. 72" RCP W/HW
TOTAL IMPACTED WETLAND AREA I?
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STORMWATER MANAGEMENT (BMP) POND
VOLUME= 25,010 CU. FT.
PERMANENT POOL VOL.= 15,860 CU. FT.
STORAGE VOL.- 9,148 CU, FT.
TOTAL IMPACTED WETLAND AREA
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PROPERTY OF NASIR, AHMAD ? 5
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Photographs
LOOKING DOWN ROADWAY FILL SLOPE TO WETLAND AREA
LOOKING WEST FROM NORTH SIDE OF SPEEDWAY BLVD.
ACCUMULATED SEDIMENT AT OUTLET END OF CULVERT
Property Survey

September 28, 1999
State of North Carolina
Department of Environment & Natural Resources
Division of Water Quality
Non-Discharge Branch
4401 Reedy Creek Road
Raleigh, NC 27607
Attn: Mr. Ken T. Stevens (via fax no. 919-733-9959)
Mr. John R. Dorney
Re: PROPERTY OF NASIR AI IMAD & WIFE NAJAMUL TARIQA
5.71 Acre Tract at N/S Speedway Boulevard
Cabarrus County
DWQ Project# 990351
RESPONSE TO DWQ LETTER TO NASIR AHMAD DATED 7/25/99
Dear Mr. Stevens:
=J;Q
DESIGN. PLANNING • RESEARCH
DPR ASSOCIATES, INC.
Landscape Architects
Planners & Engineers
420 Hawthorne Lane
Charlotte, NC 28204
Phone 70_4/332-1204_
„Fax [phone] _10
This is in response to the most recent letterfrom NCDENR to Mr. Ahmad dated July 25, 1999 (a copy of which is
attached for reference). That letter indicated approval of the 401 Water Quality Certification with additional conditions
attached. Of the conditions prescribed, Item 3, states "The wetland site to the rear of the property (0.71 acres) shall
not be filled but instead shall have stormwater directed into it, for treatment. "
We have been investigating possible modifications to the site plan previously submitted. Mr. Ahmad has recently been
approached by the adjacent property owner, Landex, about construction of a new road connecting to Concord Mills
Boulevard (at the currently shown location). The facility would be NCDOT-maintained--extending through the Ahmad
property, rather than as essentially a driveway entrance serving the single tract as shown on the earlier site plan. This
new roadway would align with the existing Concord Mills entrance and, with the signalized median opening, would
provide full access to properties behind the Ahmad site.
A part of the concept is some exchange of land, so as to provide a developable parcel on the west side of the proposed
entrance road. This is due to the anticipated offset (from Concord Mills Boulevard to intersection) that NCDOT will
likely require.
Therefore, in accordance with your request, this is to notify you of the Owner's intent to change the project. Enclosed
for your reference is a site plan showing the proposed development concept for the site Please review this ' ormation
and advise of any questions or additional information required. Thank you for yo s stance m t , raggrd.
Sincerely,
DPR ASSOCIATES, INC.
Richard L. M'odLlin_, P.E.
Project Manager

Attachments (2)
RLM/rlm
Original to NCDENR DWQ via LISPS
C: NasirAhmad (w/attach.) via,faz no. 704-596-8540
Steve Chapin - USACOE Asheville (w/attach.)
Mike Parker - DWQ Mooresville (w/attach.) via fax no. 704-663-6040
D. Harmon - ESI (w/attach.) via faz no. 919-833-0078
File 98067 (w/attach.)
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1?•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 25, 1999
Cabarrus County
DWQ Project #990351
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
MR. Nasir Ahmad
3815 Yorkshire Dr.
Concord, N.C. 28269
Dear Mr. Ahmad:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.28 acres
of wetlands acres of wetlands and 295 feet of streams for the purpose of constructing a commercial development at Speedway
Blvd. near I-85, described in your application dated 12 March, 1999 and 18 June 1999. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows you to use
Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Water shed regulations. This approval will expire when the accompanying 404 or CA?MA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the
attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2. An additional condition is that a final, written stormwater plan including a wet detention basin or dry basin which discharges via
sheetflow into the remaining wetlands must be approved by DWQ before wetland (or stream) impacts occur. Also, before any
building is occupied at the subject site the approved storm water treatment facilities shall be constructed and operational and the
approved stormwater management plan shall be implemented.
3. The wetland site to the rear of the property (0.71 acres) shall not be filled but instead shall have stormwater directed into it for
treatment.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Domey at 919-733-1786.
re
teve s
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
John Domey
Central Files
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Todd St. John
Richard Modlin; DPR Associates, Inc.
Peter Jenlenevsky; Environmental Services, Inc.
Awwm%
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
990351.Itr
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
State of North Cara
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 • ?
AdMb=
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 25, 1999 ppzavzo
Cabarrus County
DWQ Project #990351
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS til Ir 2 1999
MR. Nasir Ahmad
3815 Yorkshire Dr.
Concord, N.C. 28269 DPR ASSOCIATES
Dear Mr. Ahmad:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.28 acres
of wetlands acres of wetlands and 295 feet of streams for the purpose of constructing a commercial development at Speedway
Blvd. near I-85, described in your application dated 12 March, 1999 and 18 June 1999. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows you to use
Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Water shed regulations. This-approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the
attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2. An additional condition is that a final, written stormwater plan including a wet detention basin or dry basin which discharges via
sheetflow into the remaining wetlands must be approved by DWQ before wetland (or stream) impacts occur. Also, before any
building is occupied at the subject site the approved storm water treatment facilities shall be constructed and operational and the
approved stormwater management plan shall be implemented.
3. The wetland site to the rear of the property (0.71 acres) shall not be filled but instead shall have storrwater directed into it for
treatment.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Domey at 919-733-1786.
F c re
Ptevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
John Domey
Central Files
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 9 50% recycled/10% post consumer paper
MSMiOhANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Nasr Ahmad County cabarrus
Project Number 99 0351 County2
Recvd From APP Region Mooresville
Received Date 4115199 Recvd By Region 4/28/99
Project Type
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 BLH WT-ON 113-17 F_CI 307.0 0.99 450.00
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? OQ Y O N Did you request more info? O Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 352227
Longitude (ddmmss) 804245
Comments:
The a lien cant proposes to impact 0.99 acres of wetlands and 450 feet of channel however,
all but 50 feet of the channel is non-jurisdictional. The site will require the installation of a significant
amount of fill inorder to access the adiacent public right-of-way (Sony Boulevard). The site also
receives a significant amount of stormwater from off-site sources (Concord Mills Mall site), which has
contributed a heavy amount of sediment loading to the channels that transect this property. In
reviewing the jurisdictional stream channels, aquatic activity (fish or were not found,
therefore, mitigation should not be required. Wetland mitigation is not required since the impacts are
less than one acre (Wetland Score - 37,). The applicant's engjpeer, Mr. Richard Modelin, has also
identified many other site development constraints that he noted in Section No. 4 of his written
comments dated June 2, 1999. From the numerous constraints identified by Mr. Modelin, this site
does not appear to be well suited for development,
cc: Regional Office
Central Office Page Number 1
1
Facility Name Nasir Ahmad County cabarrus
Project Number 99 0351 Regional Contact: Michael L Parker
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
lkfWA
1 0 •
A A
AOM"
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 23, 1999
Mr. Nasir Ahmad
3815 Yorkshire Drive
Concord, NC 28269
Dear Mr. Ahmad;
Re: Wetland 401 Certification
Speedway Blvd Tract
DWQ # 990351
Cabarrus County
DWQ is in receipt of your 18 June 1999 package which responds to our May 17, 1999
Letter. Our earlier letter states that a site plan will be needed in order to explain the need
to fill 0.99 acres of wetlands. Your recent package did not contain a site plan which must
depict building and parking lot locations in order to justify this impact. Until this
information is received, this application will remain on hold as incomplete.
Please call me at 919-733-1786 if you have any questions.
r
cc.
Mooresville DWQ Regional Office
Central Files
Asheville Filed Office US Army Corps Of Engineers
Wedands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
MEMORANDUM
DATE: June 18, 1999

/* DESIGN-PLANNING- RESEARCH
DPRASSOCI_ATES, INC.
Landscape Architects
TO: Mr. John R. Dorney - NCDENR - Division of Water Quality -Planners & Engineers
Wetlands/401 Unit 420 Hawthorne Lane
Charlotte, NC 28204
FROM: Richard L. Modlin, P. Phone [phone]
Fax [phone]
PROJECT: Ahmad Property at Kings Grant
PROPERTY OF NASIR AHMAD & WIFE NAJAMUL TARIQA
5.71-Acre Tract at N/S Speedway Boulevard
DWQ Project # 990351
SUBJECT: RESPONSE TO LETTER DATED 5/17/99
John, per our telephone conversation yesterday, you indicated that you had not received
the package containing the responseletter and accompanying documentation previously
sent. (The letter to you was dated June 2, 1999, although the package was sent
overnight on June 3.)
Upon our inquiry of the tracking of the original delivery, Federal Express confirmed that
the package was delivered on June 4 at 10:26 am and received by J. Gaddis. As
discussed, we are sending this information to you again for your review.
Please do not hesitate to call if you have any questions in this regard.
Thanks.
RLM/rlm
Attachments (6)
c: Nasir Ahmad
R. Harmon - ESI
File 98067/A-1(w/attach.)
June 2, 1999
State of North Carolina
Department of Environment & Natural Resources
Division of Water Quality
Wedands/401 Unit
4401 Reedy Creck Road
Raleigh, NC 27607
Attn: Mr. John R. Donley
Re: PROPERTY OF NASIR AHMAD & WIFE NAJAMUL TARIQA
5.71-Acre Tract at N/S Speedway Boulevard
DWQ Project 11990351
RESPONSE TO LETTER DATED 5/17/99
Dear Mr. Dorney:
D?;?'
DESIGN • PLANNING • IIESEARCN
DPR ASSOCIATES, INC.
Landscape Architects
Planners & Engineers
420 Hawthorne Lane
Charlotte, NC 28204
Phone [phone]
Fax' 7041332-1210
I am writing on behalf of our client, Mr. Nasir Alimad, in response to your letter dated May 17, 1999.
Mr. Alttnad's property comprises 5.71 acres, and was originally part of 10-acre tract that lie owned, prior
to tic sale of 4.3 acres in March of 1997. The property that was sold was used for constnlction of the
relocation of Concord Mills Boulevard (formerly Speedway Boulevard). The remaining tract of land has
very limited developable area.
Mr. Ahmad engaged the services of both our firm and an environmental consultant, to review and assess
lie development feasibility for this site. A number of options were considered, although, due to tic
number of physical constraints, development of the site is extremely difficult.
As is indicated in the attached documentation, nmoff from the Concord Mills site is piped across the
boulevard onto the Ahmad property. We havc bccn concerned with the extent of accumulated sediment
observed and the potential impact to the property, entirely from off=site sources. As you are aware,
development in tic Kings Grant area has been enormous. Mr. Alimad's acreage represents only a tiny
portion and is dwarfed by the surrounding players.
Further reslriclions placetl on this property would seem to unfairly penalize a landowner who, to dale, has
initiated no land-disturbing activity, but whose properly is nonclhcless impacted by development of.) much
larger magnitude than that which is proposed on this site. Furthermore, the General Permit Verification
received from the U.S. Army Corps of Engineers specifically calls for the remaining 1.38 acres of
wetlands to "... be preserved through placement into n conservation casement." Mr.Alimad is not opposed
to those terms and conditions proposed.
For these reasons therefore, I respectfully request your consideration of the particular circumstances of
this site. I have enclosed for your reference, a summary, along with related documentation, to best
characterize the existing conditions and limitations of this property. It is my hope that this information will
help to address your specific areas of concern.
1 ??4
June 2, 1999
Mr. John R, Dorney
Page 2
Thank you for your assistance and consideration in this regard. Should you have any questions or require
additional information, please do not hesitate to call.
Sincerely,
DPR ASSOCIATES, INC.
r
Richard'L. Modlin. P.E.
Project Manager
RLM/rlm
Attachments C -t- o 1%, 1-? )
c: Nasir Ahmad (w/attachments)
Mike Parker - DWQ Mooresville (w/attachments)
D. Harmon - ESI (w/attachments)
Pile 98067 (w/attacliments)

t.
June 2, 1999
Mr. John R, Dorncy
Page 3
.11
VJ
DEVELOPMENT FEASIBILITY
FOR
Property of Nailr Alimad
at Speedway Boulevard,
Concord, North Carolina
(Excerpts from Draft Summary
dated January 7, 1999)
1. Site Information
"Ihe subject properly is located al Kings Grant, along the north side of Concord Mills Boulevard (formerly
Speedway Boulevard), approximately 0.5 miles west of (lie I-85 interchange. It is an approximately
triangular-shaped parcel, with a total area of 5.71 acres. 'flit property has a total roadway fronlage of
approximately 1,000 feet and is situated opposite the easternmost entrance into the Concord Mills site.
Tltc (relocated) Concord Mills Boulevard is a 5-lane section with an opening in the concrete median at flit
property.
2. Background
The Owner requested assistance in determining the development potential of the 5.71-acre tract of land,
with the intent to provide three (3) sites approximately one acre each. 'fhe anticipated development use
would be for fast-food restaurants or similar establishments.
Other required development criteria considered include:
Compliance with City/County zoning
' Regulatory compliance with respect to stonnwater management and wetland protection
' Desire to minimize wetland intpncts
' Access to property at flit existing median opening, opposite the existing entrance to Concord
Mills site
' Driveway tumout/cntmrice geometries nttd vertical alignment in accordance with NCDOT
standards
June 2, 1999
Mr. John R, Dorney
Page 4
Desire by Owner to raise grade of proposed building sites as close to the elevation of road
(Concord Mills Boulevard) as possible, for best visibility
Based on these general considerations, the Owner engaged the services of I nvironniental Services, Inc.
(ESI) For review of the wetlands on the site and identification of pennitting requirements. 77re Owner
retained DPR Associates, Inc. to use those initial findings in preparing a schematic development plan for
(lie site.
3. Scope of Study
The study represents the summary of findings and conclusions based on the following:
? Overall description of physical features of property
Chronology of the property and surrounding development
Initial intent of Owncr and purpose of study.
? Field review of site conditions.
? Review of Concord Mills Boulevard roadway plans for coordination of site.
Review of pernutting requirements and procedures.
? Wetlands delineation review and recommendations.
? Review of sileaccess options.
Preparation of schematic design alternatives for development of site.
Y Reconuncndntion/xclcclion of preferred schematic alternate.
? Preparation of site development plans for submittal to U.S. Army Corps of Engineers
and flit Division of Water Quality as required for Pre-Construction Notification (PCN)
for sites Willi wetland impacts less than one acre.
? Review/assessment of design concept and determination of available developable land.
Y Preparation of estimated construction quantities and costs for development of property.
Summary/documentation of findings mud conclusions.
4..;?
June 2, 1999
Mr. John R, Dorsey
Page 5
4. )Gusting Si
a)
h)
C)
al)
e)
6)
ln)
i)
j)
le Constraints Observed
Elevation of Property in Relation to Road
Wetlands Configuration
Existing Jurisdictional & Non-Jurisdictional Streams
Existing Permanent Drainage Easements
Temporary Construction Easement
Existing Access Easement
Existing Culverts Discharging Onto Property
Impacts to Property from Construction at Concord Mills Site
Entrance Location & Access
Stor mvater Management
S. Development Overview
Tlrc following is a general outline of site conditions affecting (lie development potential for (lie subject
property:
? Of (lie 10.01-acre tract of land originally owned by Mr. Alamad, 4.3 acres oflevelopable
property were sold inMareh, 1997. 'Ilais land was subsequently used in the relocation of
Speedway Boulevard.
Y The 5.71-acre h•aw remaining From that sale lies predominantly within a delineated wetland
area. Based on the original wetlands plats prepared by hC&A Consulting Engineers, dated
September 25, 1995, there arc approximately 2.4 acres of wetlands on the site. T7ne wetlands
on the site are two elTectively non-contiguous areas.
Y In addition to the wetlands, there are some 50 linear feet of regulated stream channel and
approximately 400 linear feet of non-regulated stream channel. 11nc proposed development -
of the site would be limited to that which can be accomplished, maintaining wetland impacts
to less than one acre.
Y 'lluc property lies some 30 feet below the elevation of the road (Concord Mills Boulevard),
indieatel by the existing slope easement. A median opening is provided within the properly
frontage. However, no actual entrance (or embankment) onto the property was constructed
as part ol'the road relocation. Construction of the entrance alone will require a large quantity
of costly off-site fall material.

June 2, 1999
Mr. John R, Domey
Page G
? The property is encumbered by a total or three (3) permanent drainage casements, two or
which ivere established as part of the rondway relocation. Iliese casemcnts total some 0.3
acres for the 72, 48 a nd 24-inch eulverts, nspeetively, Iluit cacti ewrcntlylischarge onto this
property. 1lrese pipes and casements must be dealt with as pat of development of the site
(ie- rerouting of pipe, grading limitations on buildable land area, and wetland impacts).
An existing 60-foot access casement parallels the sewer easement along the eastern portion
of the property.
? An existing 30-foot sanitary sewer casement lies along the cast property line.
Observed accumulation of sediment from constnrction across Speedway Boulevard.
? Undercut excavation and replacement with off-site fill material.
Submitted by:
DPR ASSOCIATES, INC.
Tay:
Richard L. Modlin, II.E.
Project Manager
APPENDIX ' B'
Location Map
i SITE i
NORTH
KINGS GRA
??G'QG?\ c
CONCORD
SCALE
VICINITY MAP
weon ".m. slapw s 6UU. m R SCALE: "m
mmm VICINITY MAP
420 HoNth orne ? Lane ' PROPERTY OF NASIR AHMAD
pfypN.p??p.p?/tppt 4Z0 No
Chartotta, NC 28204 OF 6
704/332-1204 CONCORD, NORTH CAROLINA
Property Survey
Development Options
Considered

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JMO'OOvYVHv\OVt/O\ INVII 1 -111
Site Development Plan
LOOKING DOWN ROADWAY FILL SLOPE TO WETLAND AREA
a
LOOKING WEST FROM NORTH SIDE OF SPEEDWAY BLVD.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Kerr T. Stevens, Director 16TL1!WA
Wayne McDevitt, Secretary
4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 17, 1999
DWQ Project # 990351
Cabarrus County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Nasir Amad
3815 Yorkshire Drive
Concord, NC 28269
Dear Mr. Amad:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.99
acres of streams and/or wetlands located at Kings Grant Blvd. near I-85 in Cabarrus County. Insufficient
evidence is present in our files to conclude that your project must be built as planned in waters and/or
wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are
made as described below, we will have to move toward denial of your 401 Certification as required by 15A
NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your
project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically can you construct your project by minimizing impacts to wetlands to less than one-
third acre? Otherwise a wet detention pond will be required to handle the stormwater runoff. A site plan
will be needed to justify this fill. Any documentation such as maps and narrative that you can supply to
address alternative designs for your project may be helpful in our review of your 401 Certification. Also
this project may require compensatory mitigation as described in 15A NCAC 2H .0506(h) if perennial
streams are being impacted.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and one copy to Mr. Mike Parker, Mooresville Regional Office at 919 North Main Street Mooresville
NC 28115. If we do not hear from you in three weeks, we will assume that you no longer want to pursue
this project and we will consider the project as withdrawn. I can be reached at 919-733-1786 if you have
any questions.
J n R. orney
cc: Mooresville DWQ Regional Office
Wilmington Office Corps of Engineers
Asheville Field Office Corps of Engineers
Central Files
John Dorney
Peter Jelenevsky, Environmental Services, Inc.
990351.nty
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
PAYMENT
DATA FORM
r ROUTINE WETLAND DETERMINATIRECEIVED Al
(1987 COE Wetlands Delineation Manual)
Project/Site: ?1 i vt4 GrQ T Date: o. `F '

Applicant/Owner: e>
County:`
, la
r - n» _
Investigator: !5 /,/-,1 r44 State:
?a

Yes II
Community ID:>LD
Do Normal Circumstances exist on the site?
No
LN he :,ite significantly disturbed (Atypical Situation)? Yes Transect ID:
Plot ID:
Is the area r. putenziai Pmblem Area? 't es
0
explain on reverse) i
II
w T,-w1
Y LVIL?n? ?v,? -
Dominant Plant S ecies Stratum Indicator
I
,; I
nn ,
FAc
2. t?! Ic i< c /1C W
3. lk h. U 4M?_r jG;? s_ c w
C
5.! s1 !ra r l?? f
Dominant_Plant Soecies
9.
10. _
11.
12.
13.
14. _
15.
Stratum Indicator
6.
7.
8.
16.
Percent of Dominant Species that are OBL, FACW or
FAC (excluding FAC-)
Remarks:
n t unvwa? ?
-Recorded Data (Describe in Remarks):
-Stream, Lake or Tide Gauge
-Aerial Photographs
-Other
No Recorded Data Available Wetland Hydrology Indicators:
Prima Indicators:
undated
Saturated in Upper 12 Inches
_ ater Marks
rift Lines
Sediment Deposits
-
l
d
i
W
s
et
an
n
Drainage Patterns
Field Observations: -
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 3"' (O (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.) -
-Water-Stained Leaves
-Local Soil Survey Data
_FAC-Neutral Test
Other (Explain in Remarks)
Remarks:

.,f
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: , k Date: n 7'.L)'
l ?r cS
Applicant/Owner: c! cY
County: (a ^c? roc

State:
l ?C
: C T - o?
Investigator -
r p ?
ID:
it
C
J
Do Normal Circumstances exist on the site? Yes ,
ommun
y
No
Is the site significantly Ilisturbed (Atypical Situation)? Yes Transect ID:
Plot ID: i 1
No ?nfQ. f
CAP 'Jt
Is the area a potential Problem Area:? Yes
No
(If needed, explain on reverse)
V G!"GTATInN

Dominant Plant S ecies Stratum Indicator Dominant Plant Species Stratum Indicator
)' i 4 CGLnoR?\ %_A Ci 9•
2. C U 10.

4. IQ? 9.n n ru CC.r 12.
5. tx_k /?triQ_ '(1C Gl 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or
FAC (excluding FAC-)
Remarks: O-'r,2 ? L) -P
TOE
C S?
UVnGnInrV

? emarks):
Recorded Data (Desc e'.
Wetland Hydrology Indicators:
Stream, Lake or,TiBe auge Primary Indicators:
-
Aerial Photographs -Inundated
-
Other -Saturated in Upper 12 Inches
-
i?o Recorded DatwAdeilable
N
-Water Marks
Drift Lines
-
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) Water-Stained Leaves
Depth to Free Water in Pit: 7/8 (in.) -Local Soil Survey Data
Depth to Saturated Soil: (in.) _FAC-Neutral Test
Other (Explain in Remarks)
Remarks.
ENVIRONMENTAL SERVICES, IN(
1100 WAKE FOREST ROAD, SUITE 200
RALEIGH, NORTH CAROLINA 27604
[phone] FAX [phone]
12 March 1999
Mr. John Dorney PAYMENT
North Carolina Division of Water Quality
4401 Reedy Creek Road RECEIVED
Raleigh, North Carolina 27607
Re: 401 Certification for Nasir Ahmad Property, ESI Project No.
Dear Mr. Dorney,
Environmental Services, Inc (ESI) is submitting on behalf of Dimpa , Nasir Ahmad, a Pre-Constru ton
Notification Application (PCN) for a Section 401 Certific ' nifcation is being requested because
the client is proposing modification (filling) of approxim tely s of jurisdictional wetlands located
within the property. In conjunction with the proposed we nd pproximately 30 feet o f significant
stream channel will be culverted.
The property is located on the north side of King's Grant Boulevard, approximately 2000 feet west of the I-85
overpass (Figure 1). The property is located in Cabarrus County, North Carolina.
The property encompasses approximately 5.71 acres and contains a total of 2.37 acres of jurisdictional
wetlands. Three stream channels exist within the proposed development area. Stream A and B are 125 and
295 liner feet, respectively (Figures 2). These channels were determined to be non-significant (stormwater)
channels by Mr. Steve Chapin of the U.S. Army Corps of Engineers (COE) on 26 August 1998 and
subsequently by Mr. Mike Parker (DWQ- Morrisville Field Office) on 6 October 1998. Stream C is the only
significant (perennial) channel identified on site and within the development area.
Attached are the PCN and drawings depicting the proposed development and impacts. Please call me or
Dicky Harmon at 919/ 833-0034 if you have any questions.
Sincerely,
V?
Peter APcientist vs
Project II
Enclosures
Pre-Construction Notification Application (PCN) - 7 copies
Site Drawings - 5 figures
Wetland Delineation Forms

V1 oy-

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V_ - Ahmad Property
\
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Ahmad Property V, ?-?,•-,
1"=2000'
\ ?\
USGS Quadrangles - Harrisburg 1988; Kannapolis 1993
}
1(r n. l \. 1 ` ?1 r
Trailer (!.u , ;)
_ ?7-
Site Location Figure: 1
Environmental Nasir Ahmad Property
Services, Inc. Cabarrus County, North Carolina Project: ER9so24
Date: March 1999
G40
630
6C'1.)
6111)
(--, 00
IMPACTED WETLA
ARE
DATUM I EV.
------
--- 59000
SECTION A-A
#98067 I DATE: 2/5/99
DPR ASSOCIATES, INC.
Landscape Architects
Planners & Engineers
DESIGN-PLANNING-RESEARCH 420 Hawthorne Lane
Charlotte, NC 28204
SITE BULLETIN #
SECTION THRU IMPACTED WETLAND
PROPERTY OF NASIR AHMAD
704/332-1204
CONCORD, NORTH CAROLINA
1"=10' VER.
SCALE: 1'100' HOR.
Fig. 5
0 1.00 I)n ?00
1-:,40

t,iC
60(
59(
KING'S GRANT BOULEVARD
DA Tr IM .E7, V
JOB #98067 DATE: 2/5/99
DPR ASSOCIATES. INC.
Landscape Architects
Planners do Engineers
DESIGN-PLANNING, RESEARCH 420 Howthome Lane
Charlotte. NC 28204
SECTION B-B
SITE BULLETIN #
SECTION THRU IMPACTED WETLAND
PROPERTY OF NASIR AHMAD
704/332-1204
CONCORD, NORTH CAROLINA
1":10' VER.
SCALE: 1"100' HOR.
Fig. 4
x'00 300 400 0
C; 100 500
I ,
PAYMENT
RECEIVED
DEM ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT;#) `?,
PRE-CONSTRUCTION NOTIFICATION APPLICA7
FOR NATIONWIDE PERMITS THAT REQUIE r:
1) NOTIFIC,-`,,` ]ON TO THE CORPS 0* ENGINEERS
2) APPLIC,?kTION FOR SEC'='I'_) d 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
S E T) THL ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPRV PRI A.I'I?
FlE Try CrFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SI1FE'T). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL. MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: NASIR AHMAD
CORPS ACTION ID:
2. MAILING ADDRESS: 3815 YORKFORD DRIVE
SUBDIVISION NAMME:
CITY: CONCORD
STATE: NC
ZIP CODE: 28269
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): North Side of King's Grant Blvd. Approximately 2000 ft due west of
I-85
3. TELEPHONE NUMBER (HOME):
(WORK): 704-596-8202
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): See Figure I based on USGS Quadrangles -
Harrisburg, 1988; and Kannapolis, 1993.
COUNTY: Cabarrus NEAREST TOWN OR CITY: Harrisburg, NC
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): North side of King's
Grant Blvd. Across the street from Concord Mills Mall. West of 1-85.

6. IMPACTED OR NEAREST STREAM/RIVER: unnamed tributary of the Rocky River.
RIVER BASIN: Yadkin
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [X ] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ X ]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL. COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE P1,AN (LUP) DESIGNATION?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [ X ] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ANY ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN
FUTURE? YES [ ] NO [ X ] IF YES, DESCRIBE ANTiCIFATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 5.71
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2.37
I Oa. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.99 EXCAVATION: N/A
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.99
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 30 FT AFTER: Approximately 10
FT
2
WIDTH BEFORE (based on normal high water contours): 12 FT
WIDTH AFTER: 6 FT
AVERAGE DEPTH BEFORE: 1-2 FT AFTER: Same FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN ClIAN1vrL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL.:
CHANNEL EXCAVATION: CONSTRUCTIOt OF A DAM/FLOODING:
OTHER:
i i . IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TOP THE POND? 5.96 acres
'WHAT IS THE EXPECTED POND SURFACE AREA? 3965 square feet
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 81/2" X 11" DRAWINGS ONLY):
Fill and subsequent grading of property to achieve proposed elevation and grade. Equipment intended to
be used includes excavators, graders, scrappers, dozers, and dump trucks (various earthmoving
equipment)
13. PURPOSE OF PROPOSED WORK: Commercial Development
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT
IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
(1) Land topography in upland developable area is steep. In order to construct a safe entrance and
commercially valuable building footprint, placement of fill is required. In order to have a stable side
slope of the fill, fill must be placed in wetland areas.
(2) Site layout avoids and minimizes the amount of fill in wetland. The total parcel contains 2.37
wetland acres and only 0.99 wetland acres are proposed for fill. Steep side slopes for fill placements
minimizes wetland acreage fill.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES

SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR
LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT
AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED:
(ATTACH RESPONSES FROM THESE AGENCIES.)
NOTE: CORPS NOW INDICATES THIS ACTION NOT REQUIRED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE 01' HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY TIIF, PROPOSED
i"'RO.`ECT. DATE CONTACTED:
NOTE: CORPS NOW INDICATES THIS ACTiiON NOT REQUIRED.
17. DOES THE PROJECT INVO,VF. AN EXPENDITURE OF PUBLIC FUNDS OR THE USF OF
PUBLIC (STATE) LAND?
YES [ ] NO [ X 1 (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT?
YES [ ] NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORT!i
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STEAMS, LAKES AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN
ON THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OR 1 INCH EQUALS 100
FT OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
4
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS THE LAND USE OF SURROUNDING PROPERTY? Commercial, rural and
agricultural.
f. IF APPLICABLE, WHAT IS PROPOSED MF,'I HOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED ,--ENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGLNEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND,
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
ZS 1-oR uAy 1999
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (I 8g.))
EXISTING
PROPERTY
LINE
EXISTING R/W
? KINGS GRANT BLVD.
42' 15' 15' VARIES
SHLDR
15'
.03 V, FT EXISTING ROADWAY EMBANKMENT
490 -??
--'\ - ----- ----
PROPOSED FINAL GRADE-?
PROPOSED FILL SLOPE
TYPICAL SECTION THRU SITE
N.T.S.
JOB #98067 1 DATE: 2/5/99

- OPR ASSOCIATES, INC.
,?
! Landscape Architects
r
C Plonners & Engineers
DESIGN- PLANNING•RESEARCH 420 Howthome Lane
Chodotte. NC 28204
SITE BULLETIN #
704/332-1204
CONCORD, NORTH CAROLINA
SCALE: NONE
Fig. 3
TYPICAL SECTION
PROPERTY OF NASIR AHMAD
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NASIR AHMAD PROPERTY
SAHA INTERNATIONAL
CABARRUS COUNTY, NORTH CAROLINA
Source: DPR Assoc. Figure: 2
Checked By. PAJ Project: ER98024
Scale: 1" = 100' Date: March 1999
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/ ` / ` \\
BAR SCALE 1 "=200' FouNO /4 REBAR \ J~
\
' 0 50 100 200 400 / SITE ROCKY R11ERe
JO
\ KINGS GRANT BLVD.
/ \ i
G.L. WILSON BUILDING COMPANY ''0A %
DB 1172 PG 54 e~`e \ , / o~ O
o~ DB 1180 PG 8 \ti° ~ M ~ N DB 1161 PG 147 ~ op ~ ~ \ ~~YR
wo ~ } n9~ ~ QQ ~ ~ ~ o s °qu SAF F CIO,
w z ~ °B ~ \\y
W \ ~2B\~ \\l~' W B ,D ~ ~ ~ ~ ~ ~ ~~G ~y
~ I ~ ~ ~ $ W ;fig ~ VICINITY N VICINITY MAP NO SCALE
O C? 8 \ U' C~',
Z Z / ~ tl` z 1 q
1'\ \q ~ \ \
ti~ \ I ~ ! \~y° \ ~ \ \ \
\ APPROXIMATE LOCATION OF 100 YEAR FLOOD UNE I \ \ ~ 1
~ 1 f (NOT FlELD LOCATED) TAKEN FROM CABARRUS COUNTY 4 fL00D INSURANCE RATE MAP PANEL N0. 3702500075D ~ 1 ~ ~ 1
/ AND 37025COtI0D WITH EFFECTIVE OF DATES OF I ~ T NOVEMBER 2, 1994. 1\ \\c~°
C l ~ \ ~
f C(f \ \ NCGS IRON. 'ROCKRIVER' NC GRID COORDS.
S SRfp , \ b',5F`(~ ~~Mi ~ \ PREVIOUSLY SEi N- 595,634.232 E~ 1,490.633.705
f ~ ~ 1 ` \ N.C. GRID COORDS.
CONCORD MILLS \ Sd9p, 1 ~ \ E 1,948'iea~~as LIMITED PARTNERSHIP f \ 1 ~ \ \ /
DB 9161 PG 894 , ~ \ ~ gg15.9a 28 2815.983' (GRID DISTANCE) 2816-416 ' GROUND DISTANCE
DB 1924 PG 119 ~ / f \ ~ \ \ ~ N 82'52'08 E ONE N 82'52'06" E BROKEN SCALE) (TIE-UNE ONLT 0.999845
4 \ 8 ~ > COMBINED LINE TABLE
~ s. 1 f J~ POE ` / ,Oh h
\ " of FlLTER 1 1 \ / ~ Qy(y\ BA 1 ,DETAIL A \ ~ 0 FOUND NAIL IN ROOT
m i• PROPOSED CONCORD MILLS BOULEViRO J ~t. 1127.78' ~ Bp ,>F 12" HARDWOOD TREE ~ 85'28'54' W
UNDER CONSTRUCTION \ ' S p0 TAKEN FROU PLANS BY POST BUCK~EY (11E-UNE ONLY) ~ ~0 p W u SCHUH k JERNIGAN, INC. ENTITLED ~\PDE 5.26'54" E L3 7 Y ~ ~
z_ N B \ ti i J FlNAL PLANS FOR CONCORD MILLS" app 'PDE 1 NASIR AHMAD & WIFE '3 ~i ~ g UST REVISED MARCH tl, 1998. 47.60 ~ / , LINE BEARING DISTANCE L1
+ w R W NGT FlNAU2ED AT TIME OF Th;~ ~a~ f NAJAMUL TARIQA AHMAD ~y h'' \ (TIE-LINE ONLY)
o ~ PGL 1 ~ O \ F ~ DB 1824 PG 24 ~ ~ 0 1 3 0/ ~y ~ w~ z Z f DB 1913 PG 128 ~y~ ~7 ~ ~ L3 N 85"26'5e E 66.78' L4 72'41'01* 129.21'
CONCORD MILLS c f 4.294 ACRES \ 5.713 ACRES ~ ~ ~ ~ ~ L5 7 •41' 11.5r L6
LIMITED PARTNERSHIP N ~ `p f\ o~ .Oh J2 GB 1924 PG 115 ' EXIS NG \ ~ f ~ b +.ryV,' L7 " W 4
u PDE IYP.)) f ~ , ~ ~ ~ Y ~,L 0e 109 Pc z2a ~ , Poi ~ y / FOURTH QUARTER PROPERTIES L8 IS 85'26'54* W 7 ER PROPERTIES IV. INC. L9
/ DB 1676 PG 299 I FXISTIN':, TEMPORARY f ~ ? i / 1676 PG 299 Lao
I CGN51?~ C 1UN EASEMENT \ ~_,,,G- ~j""~e~, . ~.,1 ' ~ \A`~. /_i / Dti 1(j7li Pl`i ~Qz M _ 1 `IYN.) DB 1209 PG 240 ~ / 16%6 PC; 302 L1-11 12
Sg4'2fi39,,w F / w _ 356.85 • ~ f 03 L14
_ - _ g g2''µ'41 - f D II-. - FOUND 225.9 1 FOUNp L15 4 ' 411,119-
FOUND " a~ ~ REBAR \f /5 REBARS X14 REBAR ' - •84'45 E 6 \ 1 I - N 82 ONLY) 1 8~ f LIS 41'14'1 S' W 88,13' L17 N 7' T '
(11E-UNE G \ 1 ~ ~ GS f a1.93' KIN 2•,µ'45 w~• - - 160 R 235 _ _ - - - \ L18 1 " L19 1
s e - - oNl~ 1209 G L20
_ - - PROPERTY TO BE ~ ~ L21 •hi " L22
FOUND NCDOT - - 'J 'TO CONCORD R I - - L9+11 P \ ~ ~ L23 ' . < L24
~ D ~ - 4.194~AC~ ~ ~ L25 x
- i
- - \ 1 CURVE TABLE
~ CURVE LEI CURVE LENGTH RADIUS ANGELA CHORD BEARING DELTA
G.L. WILSON BUILDING COMPANY Ct DB 1172 PG 54 C2 C1 C2 745.93' 374,20' 744,69' S 66W'45* E 11'24!33*
DB 1180 PG 8 C3 C 1' DB 1161 PG 147 0.0001 C3 48,02' 1 4 (TIE-UNE ONLY) C 1 1' 125,79' IS 66-54-00- E 02-46-01- (TIE-UNE ONLY)
\ ACRES C5 10! C5 109.26' 37 1 1
CONCORD MILLS f (g C6 61 UNITED PARTNERSHIP \f L7 s~ C7 SO C6 61.78' 3746.00'. 30.89' 61.78* '4 " C7 500.12' 3746.00' 250.43' 499.75' -1-17'42"56* 07-38 f]
DB 9161 PC 894 ~ \ ~ ~t CB DB 1924 PG 119 =6 f CS C9 15.93' 3746,001 7.96' 15,93' S 72-3S43' E 00-14 37'
t3 - y ~~~5 C9 1
NOTES 0.102 L10 ~ . C ACRES ~ 9 PDE f
THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS ~ Aces f ?o.
OR RIGHTS-OF-WAY, 6 \ f C6 : f ! k WIFE
4 RE3ARS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. \9178. TARIa ""MAO AIOV i 6 1998 f 14 PG 243 ss yy I Scott L Hunter, N. C. R. L. S. certify, that
Y\ CAF 13 PG 128 ~ AREAS COMPUTED BY COORDINATE METHOD. f ~ , ,p~`N CARO this map, drawn from an octud flel4'survey under my direction, meets and/or excsed*;Ahe Minimum
~ 0 ~1STF O G\ST~~ Standards set forth in the manual 'of Practice' for Land Surveying In North Carolina. Title' References
THE TOTA A R f DPR A$,,,3CtA L C EAGE ENCOMPASSED BY THIS MAP IS 4.294 ACRES. s as7 , regarding the adjoining properties ore subject to SEAL information provided by local County; Government.
0.741 ACRES f OT4' EXISTING TEMPORARY . SEAL f CONSTRUCTION EASEMENT UNADJUSTED RATIO OF PRECISION IS 1: 49,865. \f. ?5p (TYP. r L-36( r L-3607 C = Subject tract title research for retraaement of = Boundary Lines only, and not Intended to{ certify
OB 1209 PG 240 ~ DATE OF BOUNDARY SURVEY IS 2-25-98 THRU 3-5-98. c> f\ ~ ti -l title.
NASIR AHMAD do WIFE f ro ~O SUR NAJAMUL TARIOA AHMAD ' ~ ()y TT pr~ SUR`~~` ~A,
NO MONUMENTATION SET ALONG CENTERLINE OF ROCKY RIVER. DB te24 PG 243 £?S~ N L , DB 1913 PG 128 I
SUBJECT TRACT D E R FR PDE J _ E D E ENCE' ^f o.Ipg,.. ~ - ExISTINc ~yhpeL Ne~~ Scott L Hunter L-3607
DB 1824 PG 243; DB 1913 PG 128; .-M;RES : ~ ? PDE (TYP.) 1 5-27-98 ADDED BEARINGS iV r.:. ~ DB 1209 PC 218 OB 1824 PG 256 (QUIT CLAIM DEED FOR REMOVAL ~ F ADDED BEARINGS do DISTANCES TO EASEMENTS RLS
OF 60' ACCESS EASEMENT) T IL _ ' 0.t PROJECT D10BM-1
,"-100' 83 ACRES ~ BOUNDARY SUI TIE TO NCGS HORIZONTAL TRAVERSE "ROCK RIVER" COMPUTED FROM ACTUAL FIELD - )ARY SURVEY OF M
LOCATION OF "ROCK RIVER" AT TIME OF THE PREVIOUS BOUNDARY SURVEY BY ESP s ~ 4.294 ACR S " CI E F SCE ACRES FOR =200'
ASSOCIATES, P.A., ENTITLED SURVEY OF A PORTION OF KINGS GRANT (MAP 4) SURVEY KIIVG~ ~ FOR MGNAIR LANDEX KING'S GRANT PROJECT" AND DATED 5-1 - S G CONCOR ~
/ 0 89 AND REVISED ~ D MILL THR U H -11- AN D8 ~ R ~~D. 0 G 6 89 D DOES NOT REFLECT FIELD VERIFICATION AT THIS TIME. 120y z3s ?RD MILLS LIMITED PARTNERSHIP 5?14-98
LOCATED IN CI ED IN CITY OF CONCORD D RA BY
CABARRUS COt ',RUS COUNTY S HCOED BY
NGRTH CAROLII I CAROLINA
LEGEND DRAWING NO.
R/W =RIGHT-OF-WAY
ESP SIP =SET 4 RE AR ASS B OCIA S P .A. CONCORD MILLS MD106M-1.DWG
EXSSMH =EXISTING SANITARY SEWER MANHOLE I This drt~ti,rinq cl~ )r the design shown are the propert of ESP Associates, P.A. The ~ - engineerting•szcrveyting.planning _ ~ ~ ,~~„rl I',., r,~r ,~4 ~ ~ 1 r r , , . f 1.. of t.h.~,r ~ rnwiro wlthn I~ h..r ,a~r~t1=n ~ ~

BAR SCALE 1 "=200' FouNO /4 REBAR \ J~
\
' 0 50 100 200 400 / SITE ROCKY R11ERe
JO
\ KINGS GRANT BLVD.
/ \ i
G.L. WILSON BUILDING COMPANY ''0A %
DB 1172 PG 54 e~`e \ , / o~ O
o~ DB 1180 PG 8 \ti° ~ M ~ N DB 1161 PG 147 ~ op ~ ~ \ ~~YR
wo ~ } n9~ ~ QQ ~ ~ ~ o s °qu SAF F CIO,
w z ~ °B ~ \\y
W \ ~2B\~ \\l~' W B ,D ~ ~ ~ ~ ~ ~ ~~G ~y
~ I ~ ~ ~ $ W ;fig ~ VICINITY N VICINITY MAP NO SCALE
O C? 8 \ U' C~',
Z Z / ~ tl` z 1 q
1'\ \q ~ \ \
ti~ \ I ~ ! \~y° \ ~ \ \ \
\ APPROXIMATE LOCATION OF 100 YEAR FLOOD UNE I \ \ ~ 1
~ 1 f (NOT FlELD LOCATED) TAKEN FROM CABARRUS COUNTY 4 fL00D INSURANCE RATE MAP PANEL N0. 3702500075D ~ 1 ~ ~ 1
/ AND 37025COtI0D WITH EFFECTIVE OF DATES OF I ~ T NOVEMBER 2, 1994. 1\ \\c~°
C l ~ \ ~
f C(f \ \ NCGS IRON. 'ROCKRIVER' NC GRID COORDS.
S SRfp , \ b',5F`(~ ~~Mi ~ \ PREVIOUSLY SEi N- 595,634.232 E~ 1,490.633.705
f ~ ~ 1 ` \ N.C. GRID COORDS.
CONCORD MILLS \ Sd9p, 1 ~ \ E 1,948'iea~~as LIMITED PARTNERSHIP f \ 1 ~ \ \ /
DB 9161 PG 894 , ~ \ ~ gg15.9a 28 2815.983' (GRID DISTANCE) 2816-416 ' GROUND DISTANCE
DB 1924 PG 119 ~ / f \ ~ \ \ ~ N 82'52'08 E ONE N 82'52'06" E BROKEN SCALE) (TIE-UNE ONLT 0.999845
4 \ 8 ~ > COMBINED LINE TABLE
~ s. 1 f J~ POE ` / ,Oh h
\ " of FlLTER 1 1 \ / ~ Qy(y\ BA 1 ,DETAIL A \ ~ 0 FOUND NAIL IN ROOT
m i• PROPOSED CONCORD MILLS BOULEViRO J ~t. 1127.78' ~ Bp ,>F 12" HARDWOOD TREE ~ 85'28'54' W
UNDER CONSTRUCTION \ ' S p0 TAKEN FROU PLANS BY POST BUCK~EY (11E-UNE ONLY) ~ ~0 p W u SCHUH k JERNIGAN, INC. ENTITLED ~\PDE 5.26'54" E L3 7 Y ~ ~
z_ N B \ ti i J FlNAL PLANS FOR CONCORD MILLS" app 'PDE 1 NASIR AHMAD & WIFE '3 ~i ~ g UST REVISED MARCH tl, 1998. 47.60 ~ / , LINE BEARING DISTANCE L1
+ w R W NGT FlNAU2ED AT TIME OF Th;~ ~a~ f NAJAMUL TARIQA AHMAD ~y h'' \ (TIE-LINE ONLY)
o ~ PGL 1 ~ O \ F ~ DB 1824 PG 24 ~ ~ 0 1 3 0/ ~y ~ w~ z Z f DB 1913 PG 128 ~y~ ~7 ~ ~ L3 N 85"26'5e E 66.78' L4 72'41'01* 129.21'
CONCORD MILLS c f 4.294 ACRES \ 5.713 ACRES ~ ~ ~ ~ ~ L5 7 •41' 11.5r L6
LIMITED PARTNERSHIP N ~ `p f\ o~ .Oh J2 GB 1924 PG 115 ' EXIS NG \ ~ f ~ b +.ryV,' L7 " W 4
u PDE IYP.)) f ~ , ~ ~ ~ Y ~,L 0e 109 Pc z2a ~ , Poi ~ y / FOURTH QUARTER PROPERTIES L8 IS 85'26'54* W 7 ER PROPERTIES IV. INC. L9
/ DB 1676 PG 299 I FXISTIN':, TEMPORARY f ~ ? i / 1676 PG 299 Lao
I CGN51?~ C 1UN EASEMENT \ ~_,,,G- ~j""~e~, . ~.,1 ' ~ \A`~. /_i / Dti 1(j7li Pl`i ~Qz M _ 1 `IYN.) DB 1209 PG 240 ~ / 16%6 PC; 302 L1-11 12
Sg4'2fi39,,w F / w _ 356.85 • ~ f 03 L14
_ - _ g g2''µ'41 - f D II-. - FOUND 225.9 1 FOUNp L15 4 ' 411,119-
FOUND " a~ ~ REBAR \f /5 REBARS X14 REBAR ' - •84'45 E 6 \ 1 I - N 82 ONLY) 1 8~ f LIS 41'14'1 S' W 88,13' L17 N 7' T '
(11E-UNE G \ 1 ~ ~ GS f a1.93' KIN 2•,µ'45 w~• - - 160 R 235 _ _ - - - \ L18 1 " L19 1
s e - - oNl~ 1209 G L20
_ - - PROPERTY TO BE ~ ~ L21 •hi " L22
FOUND NCDOT - - 'J 'TO CONCORD R I - - L9+11 P \ ~ ~ L23 ' . < L24
~ D ~ - 4.194~AC~ ~ ~ L25 x
- i
- - \ 1 CURVE TABLE
~ CURVE LEI CURVE LENGTH RADIUS ANGELA CHORD BEARING DELTA
G.L. WILSON BUILDING COMPANY Ct DB 1172 PG 54 C2 C1 C2 745.93' 374,20' 744,69' S 66W'45* E 11'24!33*
DB 1180 PG 8 C3 C 1' DB 1161 PG 147 0.0001 C3 48,02' 1 4 (TIE-UNE ONLY) C 1 1' 125,79' IS 66-54-00- E 02-46-01- (TIE-UNE ONLY)
\ ACRES C5 10! C5 109.26' 37 1 1
CONCORD MILLS f (g C6 61 UNITED PARTNERSHIP \f L7 s~ C7 SO C6 61.78' 3746.00'. 30.89' 61.78* '4 " C7 500.12' 3746.00' 250.43' 499.75' -1-17'42"56* 07-38 f]
DB 9161 PC 894 ~ \ ~ ~t CB DB 1924 PG 119 =6 f CS C9 15.93' 3746,001 7.96' 15,93' S 72-3S43' E 00-14 37'
t3 - y ~~~5 C9 1
NOTES 0.102 L10 ~ . C ACRES ~ 9 PDE f
THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS ~ Aces f ?o.
OR RIGHTS-OF-WAY, 6 \ f C6 : f ! k WIFE
4 RE3ARS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. \9178. TARIa ""MAO AIOV i 6 1998 f 14 PG 243 ss yy I Scott L Hunter, N. C. R. L. S. certify, that
Y\ CAF 13 PG 128 ~ AREAS COMPUTED BY COORDINATE METHOD. f ~ , ,p~`N CARO this map, drawn from an octud flel4'survey under my direction, meets and/or excsed*;Ahe Minimum
~ 0 ~1STF O G\ST~~ Standards set forth in the manual 'of Practice' for Land Surveying In North Carolina. Title' References
THE TOTA A R f DPR A$,,,3CtA L C EAGE ENCOMPASSED BY THIS MAP IS 4.294 ACRES. s as7 , regarding the adjoining properties ore subject to SEAL information provided by local County; Government.
0.741 ACRES f OT4' EXISTING TEMPORARY . SEAL f CONSTRUCTION EASEMENT UNADJUSTED RATIO OF PRECISION IS 1: 49,865. \f. ?5p (TYP. r L-36( r L-3607 C = Subject tract title research for retraaement of = Boundary Lines only, and not Intended to{ certify
OB 1209 PG 240 ~ DATE OF BOUNDARY SURVEY IS 2-25-98 THRU 3-5-98. c> f\ ~ ti -l title.
NASIR AHMAD do WIFE f ro ~O SUR NAJAMUL TARIOA AHMAD ' ~ ()y TT pr~ SUR`~~` ~A,
NO MONUMENTATION SET ALONG CENTERLINE OF ROCKY RIVER. DB te24 PG 243 £?S~ N L , DB 1913 PG 128 I
SUBJECT TRACT D E R FR PDE J _ E D E ENCE' ^f o.Ipg,.. ~ - ExISTINc ~yhpeL Ne~~ Scott L Hunter L-3607
DB 1824 PG 243; DB 1913 PG 128; .-M;RES : ~ ? PDE (TYP.) 1 5-27-98 ADDED BEARINGS iV r.:. ~ DB 1209 PC 218 OB 1824 PG 256 (QUIT CLAIM DEED FOR REMOVAL ~ F ADDED BEARINGS do DISTANCES TO EASEMENTS RLS
OF 60' ACCESS EASEMENT) T IL _ ' 0.t PROJECT D10BM-1
,"-100' 83 ACRES ~ BOUNDARY SUI TIE TO NCGS HORIZONTAL TRAVERSE "ROCK RIVER" COMPUTED FROM ACTUAL FIELD - )ARY SURVEY OF M
LOCATION OF "ROCK RIVER" AT TIME OF THE PREVIOUS BOUNDARY SURVEY BY ESP s ~ 4.294 ACR S " CI E F SCE ACRES FOR =200'
ASSOCIATES, P.A., ENTITLED SURVEY OF A PORTION OF KINGS GRANT (MAP 4) SURVEY KIIVG~ ~ FOR MGNAIR LANDEX KING'S GRANT PROJECT" AND DATED 5-1 - S G CONCOR ~
/ 0 89 AND REVISED ~ D MILL THR U H -11- AN D8 ~ R ~~D. 0 G 6 89 D DOES NOT REFLECT FIELD VERIFICATION AT THIS TIME. 120y z3s ?RD MILLS LIMITED PARTNERSHIP 5?14-98
LOCATED IN CI ED IN CITY OF CONCORD D RA BY
CABARRUS COt ',RUS COUNTY S HCOED BY
NGRTH CAROLII I CAROLINA
LEGEND DRAWING NO.
R/W =RIGHT-OF-WAY
ESP SIP =SET 4 RE AR ASS B OCIA S P .A. CONCORD MILLS MD106M-1.DWG
EXSSMH =EXISTING SANITARY SEWER MANHOLE I This drt~ti,rinq cl~ )r the design shown are the propert of ESP Associates, P.A. The ~ - engineerting•szcrveyting.planning _ ~ ~ ,~~„rl I',., r,~r ,~4 ~ ~ 1 r r , , . f 1.. of t.h.~,r ~ rnwiro wlthn I~ h..r ,a~r~t1=n ~ ~