20001542 Ver 1_Complete File_20001212

Kirco Carolina Intcrests DWQ 001542
Subject: Kirco Carolina Interests DWQ 001542
Date: Fri, 12 Jan 2001 14:41:07 -0500
From: Peter Colwell <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: cyndi karoly <[e-mail]>
CC: John Domey <[e-mail]>, Robert Ridings <t-ob.ridings@nc
Rex Gleason <[e-mail]>
Cyndi,
I have received and reviewed revised plans for the Kirco application.
They are proposing one culverted stream crossing of 102 linear feet and
two bottomless arch pipes for two other possible crossings. They have
pulled back their outflows from the detention ponds and removed the rap
rap from Steele Creek.
With the revision, the MRO recommends that the 401 WQC be issued with
the specific conditions that the stream impacts not exceed 150 linear
feet and a deed restriction be placed on the remaining stream and
wetlands.
Also, how do I change the existing report on filemaker or add the new
comments into filemaker after the original comments are sent out,
s?
approved? /
Pete
Pete Colwell - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
Pete Colwell <[e-mail]>
%TITLE%o
NC DENR - Mooresville
Div. of Water Quality
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1 41 1 1/12/01 3:09 PM
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Kerr T. Stevens, Director LicnMAJ,
James B. Hunt, Jr., Governor
Bill Holman, Secretary
4 • •
IT
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 19, 2001
Mecklenburg County
DWQ Project # 001542
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. William Allen
Centex-Kirco Industrial
Westlake VIII. LLC
4600 Park Road, Ste 109
Charlotte, NC 28209
Dear Mr. Allen:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.355 acres of
wetlands and 102 linear feet of streams for the purpose of constructing the Witton Conner Packing Building #8 as described in your application
dated December 7, 2000 and revised on January 11. 2001. After reviewing your application, we have decided that this fill is covered b\
General Water Quality Certification Number 3287. This certification allows you to use Nationwide Permit Number 39 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 remaining jurisdictional wetlands and streams 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 management plan shall be approved in writing by this Office before the impacts
specified in this Certification occur. The stormwater management plan must include plans and specifications for stormwater management
facilities designed to remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management Practices
Manual. Also, before any permanent building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed
and operational, and the stormwater management plan, as approved by this Office, shall be implemented.
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 Domev at 919-733-9646.
Attachment
Cc: Corps of Engineers Asheviile Field Office
Mooresville DWQ Regional Office
File copy
Central Files
David Rector; Dames & Moore
Todd St John
cefel
11
tevens
Division of Water Quality • Wetlands/401 Unit
1621 Mail Service Center • Raleigh NC 27669-1621 • Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
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(WS-I OR WS-II)? YES [ ] NO [ X ] IF YES, EXPLAIN: N/A

IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MA NAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ X ]
IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST F COASTA
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: N/A

HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS ROPERTY?
YES [ ] NO [ X ] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMI AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A

ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE.
YES [ ] NO [ X ] IF YES, DESCRIBE ANTICIPATED WORK: N/A

ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.9 Acres
NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
(1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Ste le Cree)
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical
used (attach 8 %2 " x I1 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site
including parking, access roads, detention ponds, and utilities on a site currently im
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site la;
this project, standard construction equipment will be utilized including excavating,
grading, and other construction equipment. All non-impacted wetland areas are protec
construction activities through the installation of erosion control techniques, inch;
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland i
(WIA) are indicted on Figure 1-1 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres
necessary to provide access to the site. The construction in this area consists
installation of one 84 inch concrete culvert, rip-rap erosion control materi,
miscellaneous fill material required to provide the vehicular access to the site. A
wetlands are protected from impact through the installation of silt fencing
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a pl,
of the proposed construction in this area.
to be
ilities,
led as
t. For
from
silt
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and is
)f the
, and
jacent
luring
i view
• WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111 acres)
and is necessary for the installation of a portion of an on-site detention pond and its utfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe This
impact was necessary to provide a positive outfall to the detention pond. A portion f this
wetland impact area will be a temporary impact. The original grades in this area will be re-
established after the installation of he outfall pipe. In addition, rip-rap material ll be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 for a plan
view of this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc
ATTACHMENT 1
(Continued)
WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acr
required to install an outfall pipe for a second detention pond. This outfall con
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small
is within the wetland impact area. This wetland impact area also includes the install;
rip-rap erosion control material. No stream bed will be disturbed, Refer to Figure 1
plan view of this area.
) and
As of
)n of
for a
• WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acres) and
may be required for the construction of a future access road. The impacts in this area will be
necessary to construct an arch culvert (open bottom culvert). No stream bed will be
disturbed. The future access road will allow development onto the adjacent property. This
development will not require any additional wetland impacts.
• WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac) and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material required to
provide vehicular access to the site. adjacent wetlands are protected from impact thro gh the
installation of silt fence during construction. No stream bed will be disturbed. fer to
Figure 1-5 for a plan view of the proposed construction in this area.
G:\200\45365.001\Correspondence\Chapin ltr 02.doc

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S
Re: Krico Carolina Intacsts
Subject: Re: Krico Carolina Interests
Date: Wed, 17 Jan 2001 10:38:01 -0500
From: Peter Colwell <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: "Todd St. John" <[e-mail]>
Yes, I sent comments via email to Cyndi last week. As far I'm concerned y
can issue the 401 on Kirco.
Another topic. David Reese called me again about the Clement Park 401 that
was just issued. His concern was over condition #2 about stormwater
approval. Has his stormwater plan been Approved? Please let him know.
Have you finalized the date and time for the Concord meeting? Tues the 30
would probably be preferable. I went by the are of the Landex Vio and
really couldn't tell where the stream was. The whole area has been altered
significantly.
Pete
"Todd St. John" wrote:
> Kirco DWQ# 001542
> According to the cover letter dated 1/11/01 from the applicant you
> should have received a copy of a revised application. John wants to know
> if the above revisions address your concerns?
> Please advise. Thanks...
Pete Colwell - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
t
Pete Colwell <[e-mail]>
%TITLE'Ic
NC DENR - Mooresville
Div. of Water Quality
101,1 1 1/17/01 10:56 AM
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Kirco Carolina Interests
Project Number 00 1542
Recvd From APP
Received Date 12/12/00 Recvd By Region
Project Type residential development
Certificates Stream
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. Supp. Basin
County Mecklenburg
County2
Region Mooresville
Acres Feet
Req. Req. c
39 OTH WT _0N F__ 11-137-10 F C F__ 30,834. 0.31 225.00
7
_
-
P7
0
N
U
Mitigation Wetland
MitigationType Type Acres Feet ?N
F_ F_
Is Wetiand Rating Sheet Attached? 0 Y * N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? (0 Y 0 N
Is Mitigation required? Q Y O N Recommendation: 0 Issue 0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
cc: Regional Office
Central Office Page Nu ber 1

Facility Name Kirco Carolina Interests
County Mecklenburg
Project Number 00 1542
Comments (continued from page 1):
Regional Contact:
Date:
Pete Colwell
1/4/2001
cc: Regional Office
Central Office Page Nu er 2
Re: Kirco Carolina DWQ 00 1542
Subject: Re: Kirco Carolina DWQ 00 1542
Date: Wed, 10 Jan 2001 12:15:24 -0500
From: John Dorney <[e-mail]>
,I'o: Peter Colwell <Peter.Colwell @ncmail.net>
CC: Rob Ridings <[e-mail]>
gracias.
rob - please put this note in the file.
Peter Colwell wrote:
> FYI
>
> I met with Wesley Sherrill from Site Solutions about the problems I had
> with the Kirco application. Two of the stream crossings will be
> bottomless arches and he agreed to pull the rip rap out of Steele
> Creek. They will revise the application and resubmit in the near
> future.
>
> Pete
> Pete Colwell - [e-mail]
> $TITLE$
> North Carolina Dept. of Environment & Natural Resources
> Div. of Water Quality
> 919 N. Main St.
> Mooresville, NC 28115
> Ph: 704.663.1699 Fax: [phone]
1 of I 1 1/10/01 12:10 PM
DAMES & MOORE NC-A NORTH
CAROLINA GENERAL PARTNERSHIP
A DAMES & MOORE AFFILIATE
January 11, 2001
0? isya
53M 7 Center I)rivc, Suite 41
( harlotte, North Carolina 2,8217
704 511 0331) Tel
7()4 522 U1)b3 Fax
Mr. Steve Chapin
U.S. Army Corps of Engineers
151 Patton Avenue
=--°
Room No. 143
Asheville, North Carolina 28801
RE: Kirco Carolina Interests, Ltd.
v,IrT li??
Wilton Conner Packing - Building #8
Nationwide Permit No. 39 - Pre-construction Notification
Dames & Moore - NC Project No 45365-001-200
Dear Mr. Chapin:
As Wesley Sherrill, of Site Solutions discussed with you on Wednesday, January 10, 2001, we have
revised our permit application per NCDENR's comments. The revised pages are attached.
In general, the area of wetland impact has been reduced by moving the point where the stormwater
discharges from the site (FES 15 and FES 16) out of Steele Creek. We have also deleted the water
surface area from the wetland impact area calculations and have reduced the stream impact area to 102'
I understand Mr. Rick Karkowski of our office spoke to you about the establishment of a conservation
easement on-site as a form of mitigation for the wetland impacts. This area would lie within the SWIM
buffer area defined by the Mecklenburg County Department of Environmental Protection. Based on your
discussion with Mr. Sherrill, it is now our understanding the establishment of a conservation easement is
not necessary. The S.W.I.M. buffer area required by the Charlotte-Mecklenburg S.W.I.M. buffer
ordinance is sufficient.
In order to expedite the review and approval of our permit applications, we are submitting the revised
information directly to NCDENR. Please let us know if any other action is required on our part in order
to obtain approval from your office.
Sincerely,
DAMES & MOORE - NC
David P. Rector, P.E.
cc: John Dorney - NCDEM (7 copies)
Pete Colwell - NCEEM (I copy)
Bill Allen - Kirco (I copy)
Wesley Sherrill - Site Solutions
Enclosures
G:A200\45365.001\CorrespondenceAChapin Itr 02.doc
Office, Worldwide
j?
(WS-I OR WS-II)? YES [ ] NO [ X ] IF YES, EXPLAIN: N/A
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE 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 PLAN (LUP) DESIGNATION: N/A
Sa. 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): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [ X ] IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.9 Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Steele Creek
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical equipment to be
used (attach 8 Y " x 11 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site facilities,
including parking, access roads, detention ponds, and utilities on a site currently included as
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site layout. For
this project, standard construction equipment will be utilized including excavating, h6uling,
grading, and other construction equipment. All non-impacted wetland areas are protected from
construction activities through the installation of erosion control techniques, including silt
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland impact areas
(WIA) are indicted on Figure 14 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres) and is
necessary to provide access to the site. The construction in this area consists of the
installation of one 84 inch concrete culvert, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site. Adjacent
wetlands are protected from impact through the installation of silt fencing during
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a plan view
of the proposed construction in this area.
• WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111 acres)
and is necessary for the installation of a portion of an on-site detention pond and its outfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe. This
impact was necessary to provide a positive outfall to the detention pond. A portion Of this
wetland impact area will be a temporary impact. The original grades in this area willj be re-
established after the installation of he outfall pipe. In addition, rip-rap material ?vill be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 fora plan
view of this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc
ATTACHMENT 1
(Continued)
• WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acr?s) and
required to install an outfall pipe for a second detention pond. This outfall consists of
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small Oortion
is within the wetland impact area. This wetland impact area also includes the installation of
rip-rap erosion control material. No stream bed will be disturbed. Refer to Figure 1+4 for a
plan view of this area.
WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acros) and
may be required for the construction of a future access road. The impacts in this area Ivvill be
necessary to construct an arch culvert (open bottom culvert). No stream bed will be
disturbed. The future access road will allow development onto the adjacent property. This
development will not require any additional wetland impacts.
WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac)'; and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material regtired to
provide vehicular access to the site. adjacent wetlands are protected from impact thro4gh the
installation of silt fence during construction. No stream bed will be disturbed. Refer to
Figure 1-5 for a plan view of the proposed construction in this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc
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SITE LAYOUT
WILTON CONNOR PACKAGING - BUILDING #8
KIRCO CAROLINA INTERESTS, LTD
CHARLOTTE, NC
JOB "° 45365-001 FIGURE; 1-1

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D" 'JOB NO.: 45365-001 FIGURE' 1-5
(WS-I OR WS-II)? YES [ ] NO [ X ] IF YES, EXPLAIN: N/A
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE 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 PLAN (LUP) DESIGNATION: N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS OROPERTY?
YES [ ] NO [ X ] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [ X ] IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.9p Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATEb, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Steble Creek
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical equipment to be
used (attach 8 '/_z " x I 1 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site facilities,
including parking, access roads, detention ponds, and utilities on a site currently included as
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site layodt. For
this project, standard construction equipment will be utilized including excavating, hauling,
grading, and other construction equipment. All non-impacted wetland areas are protected from
construction activities through the installation of erosion control techniques, including silt
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland impact areas
(WIA) are indicted on Figure 1-1 and are summarized below:
WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres); and is
necessary to provide access to the site. The construction in this area consists of the
installation of one 84 inch concrete culvert, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site. Adjacent
wetlands are protected from impact through the installation of silt fencing during
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a plan view
of the proposed construction in this area.
• WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111 ! acres)
and is necessary for the installation of a portion of an on-site detention pond and its outfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe. This
impact was necessary to provide a positive outfall to the detention pond. A portion of this
wetland impact area will be a temporary impact. The original grades in this area will' be re-
established after the installation of he outfall pipe. In addition, rip-rap material will be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 fora plan
view of this area.
G:\200\45365.001\ Correspondence\Chapin Itr 02.doc
ATTACHMENT 1
(Continued)
WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acres) and
required to install an outfall pipe for a second detention pond. This outfall consists of
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small portion
is within the wetland impact area. This wetland impact area also includes the installation of
rip-rap erosion control material. No stream bed will be disturbed, Refer to Figure 1-4 for a
plan view of this area.
• WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acres) and
may be required for the construction of a future access road. The impacts in this area Neill be
necessary to construct an arch culvert (open bottom culvert). No stream bed will be
disturbed. The future access road will allow development onto the adjacent property. This
development will not require any additional wetland impacts.
WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac) and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material required to
provide vehicular access to the site. adjacent wetlands are protected from impact throigh the
installation of silt fence during construction. No stream bed will be disturbed. Refer to
Figure 1-5 for a plan view of the proposed construction in this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc
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CHARLOTTE, NC
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otM 40 NO.: 45365-001 FIGURE 1-5
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(WS-I OR WS-II)? YES [ J NO [ X J IF YES, EXPLAIN: N/A
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL M4NAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ J NO [ X ]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST dF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS OROPERTY?
YES [ ] NO [ X J IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIJ AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ J NO [ X J IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.92 Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Steele Creek
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical equipment to be
used (attach 8 Yz " x 11 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site facilities,
including parking, access roads, detention ponds, and utilities on a site currently included as
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site layout. For
this project, standard construction equipment will be utilized including excavating, hauling,
grading, and other construction equipment. All non-impacted wetland areas are protected from
construction activities through the installation of erosion control techniques, including silt
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland impact areas
(WIA) are indicted on Figure 1-1 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres), and is
necessary to provide access to the site. The construction in this area consists of the
installation of one 84 inch concrete culvert, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site. Adjacent
wetlands are protected from impact through the installation of silt fencing during
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a plan view
of the proposed construction in this area.
• WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111 acres)
and is necessary for the installation of a portion of an on-site detention pond and its Outfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe. This
impact was necessary to provide a positive outfall to the detention pond. A portion of this
wetland impact area will be a temporary impact. The original grades in this area will be re-
established after the installation of he outfall pipe. In addition, rip-rap material will be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 for is plan
view of this area.
G:\200\45365.001\ Correspondence\Chapin ltr 02.doc
ATTACHMENT 1
(Continued)
WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acres) and
required to install an outfall pipe for a second detention pond. This outfall consists of
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small portion
is within the wetland impact area. This wetland impact area also includes the installation of
rip-rap erosion control material. No stream bed will be disturbed, Refer to Figure 1.4 for a
plan view of this area.
• WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acres) and
may be required for the construction of a future access road. The impacts in this area Neill be
necessary to construct an arch culvert (open bottom culvert). No stream bed will be
disturbed. The future access road will allow development onto the adjacent property. This
development will not require any additional wetland impacts.
WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac) and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material required to
provide vehicular access to the site. adjacent wetlands are protected from impact through the
installation of silt fence during construction. No stream bed will be disturbed. Refer to
Figure 1-5 for a plan view of the proposed construction in this area.
GA200\45365.001\Correspondence\Chapin Itr 02.doc
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2 DAMES & MOORE NC-A
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WILTON CONNOR PACKAGING - BUILDING #8
vRaecr: KIRCO CAROLINA INTERESTS, LTD
CHARLOTTE, NC
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0 25 50 100 WILTON CONNOR PACKAGING - BUILDING #8
PROJECT: KIRCO CAROLINA INTERESTS, L(C
CHARLOTTE, NC
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0 25 50 100 WILTON CONNOR PACKAGING - BUI 'DING #8
PRWECT: KIRCO CAROLINA INTERESTS, L LC
CHARLOTTE, NC
os?w roe "°'` 45365-001 FIGURE 1-4:
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0 25 50 100 WILTON CONNOR PACKAGING - BU LDING #8
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CHARLOTTE, NC
DM JOB NO.: 45365-001 FIGURE 1-5
r
11 1212001
i
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(WS-I OR WS-II)? YES [ ] NO [ X ] IF YES, EXPLAIN: N/A F
i
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE 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 PLAN (LUP) DESIGNATION: N/A F
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS OROPERTY?
YES ( ] NO [ X ] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A F
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO ( X ] IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.92 Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Steele Creek
LENGTH BEFORE: FT AFTER: FT
i
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description ofproposed work including discussion of type of mechanical equipment to be
used (attach 8 '/_? " x I 1 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site facilities,
including parking, access roads, detention ponds, and utilities on a site currently included as
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site layout. For
this project, standard construction equipment will be utilized including excavating, Mauling,
grading, and other construction equipment. All non-impacted wetland areas are protected from
construction activities through the installation of erosion control techniques, including silt
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland impact areas
(WIA) are indicted on Figure 1-1 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres and is
necessary to provide access to the site. The construction in this area consists bf the
installation of one 84 inch concrete culvert, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site. Adjacent
wetlands are protected from impact through the installation of silt fencing during
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a plan view
of the proposed construction in this area.
• WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111; acres)
and is necessary for the installation of a portion of an on-site detention pond and its butfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe: This
impact was necessary to provide a positive outfall to the detention pond. A portion bf this
wetland impact area will be a temporary impact. The original grades in this area will' be re-
established after the installation of he outfall pipe. In addition, rip-rap material will be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 fora plan
view of this area.
G:\200\45365.001\Correspondence\Chapin ltr 02.doc
ATTACHMENT 1
(Continued)
• WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acres) and
required to install an outfall pipe for a second detention pond. This outfall consists of
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small I ortion
is within the wetland impact area. This wetland impact area also includes the install ton of
rip-rap erosion control material. No stream bed will be disturbed. Refer to Figure 14 for a
plan view of this area.
WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acres) and
may be required for the construction of a future access road. The impacts in this area Twill be
necessary to construct an arch culvert (open bottom culvert). No stream bed ?,Vill be
disturbed. The future access road will allow development onto the adjacent propert} . This
development will not require any additional wetland impacts.
WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac)' and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material required to
provide vehicular access to the site. adjacent wetlands are protected from impact thro gh the
installation of silt fence during construction. No stream bed will be disturbed. R?fer to
Figure 1-5 for a plan view of the proposed construction in this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc

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CAROLINA GENERAL
4Wr AD MNAMOORA"NAW
SITE LAYOUT
WILTON CONNOR PACKAGING - BUI DING #8
PROJECT: KIRCO CAROLINA INTERESTS, ?TD
CHARLOTTE, NC
o&M Joe No.: 45365-001 FIGUREt 1-1

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D&M JOB NO.: 45365-001 FIGURE 144,
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CHARLOTTE, NC
OM roe No'` 45365-001 FIGUR 1-5
(WS-I OR WS-II)? YES [ ] NO [ X ] IF YES, EXPLAIN: N/A
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL M1NAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ X ] I
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST ?F COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (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 PERM,4 AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A C
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE
YES [ ] NO [ X ] IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.92 Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Steele Creek
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical equipment to be
used (attach 8 %s " x 11 " drawings only): I
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site fadilities,
including parking, access roads, detention ponds, and utilities on a site currently inclufled as
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site layo t. For
this project, standard construction equipment will be utilized including excavating, h uling,
grading, and other construction equipment. All non-impacted wetland areas are protecte from
construction activities through the installation of erosion control techniques, including silt
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland impact areas
(WIA) are indicted on Figure 1-1 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres) and is
necessary to provide access to the site. The construction in this area consists f the
installation of one 84 inch concrete culvert, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site. A jacent
wetlands are protected from impact through the installation of silt fencing during
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a plan view
of the proposed construction in this area.

WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111 acres)
and is necessary for the installation of a portion of an on-site detention pond and its utfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe This
impact was necessary to provide a positive outfall to the detention pond. A portion f this
wetland impact area will be a temporary impact. The original grades in this area will be re-
established after the installation of he outfall pipe. In addition, rip-rap material dill be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 for la plan
view of this area.
G:\200\45365.001\Correspondence\Chapin ltr 02.doc
ATTACHMENT 1
(Continued)
• WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acr s) and
required to install an outfall pipe for a second detention pond. This outfall consists of
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small ortion
is within the wetland impact area. This wetland impact area also includes the install tion of
rip-rap erosion control material. No stream bed will be disturbed. Refer to Figure 1 4 for a
plan view of this area.
WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acres) and
may be required for the construction of a future access road. The impacts in this area ill be
necessary to construct an arch culvert (open bottom culvert). No stream bed Will be
disturbed. The future access road will allow development onto the adjacent property. This
development will not require any additional wetland impacts.
• WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac); and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material required to
provide vehicular access to the site. adjacent wetlands are protected from impact thro gh the
installation of silt fence during construction. No stream bed will be disturbed. fer to
Figure 1-5 for a plan view of the proposed construction in this area.
G:\200\45365.001\Corzespondence\Chapin Itr 02.doc
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LAYOUT
WILTON CONNORSPACKAG NG - BUDDING #8
(PROJECT: KIRCO CAROLINA INTERESTS, (TD I
CHARLOTTE, NC
O&M JOB NO.: 45365-001 1 FIGURES 1-1
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EM TT?
0 25 50 100 WILTON CONNOR PACKAGING - BUI ING #8
PROJECT: KIRCO CAROLINA INTERESTS, C
CHARLOTTE, NC
D&M JOB NO.: 45365-001 FIGURE 1-2j
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D&M JOB NO.: 45365-001 FIGURE 1-4

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PNOJE?` KIRCO CAROLINA INTERESTS, LLC
CHARLOTTE, NC
D" JW NO.` 45365-001 FIGURE 1-5

(WS-I OR WS-II)? YES [ I NO [ X I IF YES, EXPLAIN: N/A
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ I NO [ X I
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL
COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION: N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ ) NO [ X I IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ) NO [ X I IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.92 Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.232 Acres EXCAVATION: 0.123 Acres
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.355 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Un-named tributaries to Steele Creek
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 102 FT
REV. PAGE 2 OF APPLICATION
.r
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Building #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical equipment to be
used (attach 8 Y2 " x 11 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site facilities,
including parking, access roads, detention ponds, and utilities on a site currently included as
portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site layout. For
this project, standard construction equipment will be utilized including excavating, hauling,
grading, and other construction equipment. All non-impacted wetland areas are protected from
construction activities through the installation of erosion control techniques, including silt
fencing and sediment basins.
Construction within wetlands will be limited to six small areas. These wetland impact areas
(WIA) are indicted on Figure 1-1 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 4,602 square feet (0.106 acres) and is
necessary to provide access to the site. The construction in this area consists of the
installation of one 84 inch concrete culvert, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site. Adjacent
wetlands are protected from impact through the installation of silt fencing during
construction. 102 linear feet of stream will be disturbed. Refer to Figure 1-2 for a plan view
of the proposed construction in this area.
• WIA 2&3 - This wetland impact area totals approximately 4,842 square feet (0.111 acres)
and is necessary for the installation of a portion of an on-site detention pond and its outfall.
The outfall consists of approximately 158 linear feet of 42-inch corrugated metal pipe. This
impact was necessary to provide a positive outfall to the detention pond. A portion of this
wetland impact area will be a temporary impact. The original grades in this area will be re-
established after the installation of he outfall pipe. In addition, rip-rap material will be
installed to prevent erosion. No stream bed will be disturbed. Refer to Figure 1-3 for a plan
view of this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc

ATTACHMENT 1
(Continued)
• WIA 4 - This wetland impact area totals approximately 541 square feet (0.012 acres) and
required to install an outfall pipe for a second detention pond. This outfall consists of
approximately 128 linear feet of 24-inch corrugated metal pipe, of which only a small portion
is within the wetland impact area. This wetland impact area also includes the installation of
rip-rap erosion control material. No stream bed will be disturbed. Refer to Figure 1-4 for a
plan view of this area.
WIA 5 - This wetland impact area totals approximately 1,758 square feet (0.040 acres) and
may be required for the construction of a future access road. The impacts in this area will be
necessary to construct an arch culvert (open bottom culvert). No stream bed will be
disturbed. The future access road will allow development onto the adjacent property. This
development will not require any additional wetland impacts.
WIA 6 - This wetland impact area totals approximately 3,742 square feet (0.086 ac) and is
required to construct an access road from an adjacent site. the construction in this area
consists of the installation of a single arch culvert with headwalls and fill material required to
provide vehicular access to the site. adjacent wetlands are protected from impact through the
installation of silt fence during construction. No stream bed will be disturbed. Refer to
Figure 1-5 for a plan view of the proposed construction in this area.
G:\200\45365.001\Correspondence\Chapin Itr 02.doc
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2 DjAMES & MOORE NC-A NORTH
CAROLINA GENERAL PARTNERSHIP
AWASAMOOIEA"SWE
- SITE LAYOUT
WILTON CONNOR PACKAGING - BUILDING #8
(PROJECT` KIRCO CAROLINA INTERESTS, LTD I
CHARLOTTE, NC
JOB NO.' 45365-001 1 FIGURE 1-1

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PROJECT: KIRCO CAROLINA INTERESTS, LLC
CHARLOTTE, NC
D&M JOB NO.: 45365-001 FIGURE 1-2
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DAM " No'` 45365-001 FIGURE 1-5
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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Kirco Carolina Interests
Project Number 00 1542
Recvd From APP
County Mecklenburg
County2
Region Mooresville
Received Date 12/12/00 Recvd By Region
Project Type residential development
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F39 01't1 OO Y -o N F-I 1-137- 10 ?-F_- 30,834. 0.31 225.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? p Y O N
Have Project Changes/Conditions Been Discussed With Applicant?p Y O N
Is Mitigation required? Q Y O N
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
Recommendation: Q issue O Issue/Cond QQ Deny
cc: Regional Office Page Number 1
Central Office
Facility Name Kirco Carolina Interests County Mecklenburg
Project Number 00 1542 Regional Contact: Pete Colwell
Date: 1/4/2001
Comments (continued from page 1):
The impacts for WIA 2, 3, and 4 are associated with stormwater detention ponds and the associated
outfalls to Steel Creek. These facilities should be pulled further back away from Steel Creek and the
outflow should not be directly conveyed to Steel Creek.
The MRO considers the application as incomplete until all stream impacts are accurately shown and
justified in the app ication_ If the proposed impacts exceed 150 linear feet then mitigation will be
required. Accurate plans and calculations for the Stormwater facilities should also be submitted.
This office spoke with Dames and Moore, the firm that sent the application in, and identied the
problems with the application The MRO recommends that the application be put on hold and deemed
aS incomplete until the above information is recieved.
cc: Regional Office
Central Office Page Number 2
Kirco Carolina DWQ 00 1542
Subject: Kirco Carolina DWQ 00 1542
Date: Wed, 10 Jan 2001 11:51:50 -0500
From: Peter Colwell <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: cyndi karoly <[e-mail]>, John Dorney <[e-mail]>
FYI
I met with Wesley Sherrill from Site Solutions about the problems I had
with the Kirco application. Two of the stream crossings will be
bottomless arches and he agreed to pull the rip rap out of Steele
Creek. They will revise the application and resubmit in the near
future.
Pete
Pete Colwell - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
Pete Colwell <Peter.ColwellL)ncmaiLnet>
'kTiTLE(/c?
NC DENR - Mooresville
Div. cif Watcr Quality
I of I I/10/01 12:49 PIV
0 North Carolina Wildlife Resources Commission K?
Charles K. Fullwood, ExecutiVC Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resources
FROM: Ron Linville, Regional Coordinator.
Habitat Conservation Program t f c
DATE: December 22, 2000
SUBJECT: Review of an application by Kirco Carolina Interests, Ltd., DWQ001542,
Steele Creek, Mecklenburg County.
The applicant is requesting 401 Water Quality Certification from the North
Carolina Division of Water Quality. The NCWRC has reviewed information provided by
the applicant, and field biologists on our staff are familiar with habitat values of the
project area. 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).
Impacts to wetlands/waters on the site will be 0.31 acres. No stream impacts are
indicated in the application other than the riprap to be placed within Steele Creek. We
recommend that the applicant consider alternatives to riprapping Steele Creek such as
bioengineering methods and additional stormwater buffers. If Steele Creek is located in a
water supply watershed, perennial stream buffers may be required. Providing stormwater
detention facilities is appreciated; however, we recommend that additional plantings be
used to restore lost aquatic and terrestrial habitats within the urbanized area. Biologists
with the North Carolina Wildlife Resources Commission are available to discuss
plantings that may be utilized in conjunction with the detention ponds.
Thank you for the opportunity to review and comment on this project. If you
have any questions regarding these comments, please contact me at 336/769-9453.
Mailing Address:
Dicision of Inland l-i.slhcries
Telephone. [phone]
1721 Mail Scr\ ice Center • Raleigh, NC 27699-1721
ext. 231 • Fax: [phone]
R DAMES & MOORE NC-A NORTH
CAROLINA GENERAL PARTNERSHIP
A DAMES & MOORE AFFILIATE
December 6, 2000
Mr. Steve Chapin ®1 5
U.S. Army Corps of Engineers
151 Patton Avenue
Room No. 143
Asheville, North Carolina 28801
OR f Mi --
5301 77 Center Drive, Suite 41
Charlotte, North Carolina 28217
704 522 0330 Tel
704 522 0063 Fax
RE: Kirco Carolina Interests, Ltd.
Wilton Conner Packing - Building #8
Nationwide Permit No. 39 - Pre-construction Notification
Dames & Moore - NC Project No. 45365-001-200
Dear Mr. Chapin:
v , a!i

PAYMENT
RECEIVED
On behalf of Kirco Carolina Interests, Ltd. (Kirco), Dames & Moore - NC (Dames & Moore) is
please to submit one original and one copy of the Nationwide Permit No. 39 Pre-Construction
Notification (PCN) Application Form. The proposed project includes the construction of a single
light industrial building and associated site facilities, including parking, access roads, detention
ponds, utilities, etc.
As you may recall, The U.S. Army Corps of Engineers approved the wetland delineation
conducted by Dames & Moore in accordance with the 1987 Corps of Engineers Wetland
Delineation Manual for the Site in February 2000. The projec? property is 34.96 acres and
contains approximately 2.92 acres of wetlands. The wetland areas within the project property
include a channelized riparian creek (Steele Creek), smaller tributaries and associated backwater
areas.
Dames & Moore, in association with Site Solutions, attempted to design the proposed site
development to eliminate wetland impacts. Unfortunately, wetland impacts were unavoidable.
Proposed wetland impacts total 0.31 acres, thus requiring the submittal of a PCN under
Nationwide Permit 39 (Residential, Commercial and Institutional Developments).
Kirco understands that mitigation is required for the impacted wetlands. Kirco intends to
establish a conservation easement on the property to protect the portions of the remaining
wetland from future impacts. An example of conservation easement is included as an attachment
to this letter for your information. Kirco requests your input on establishing the conservation
easement for this property.
\\CLTS0001\DATA\200\45365.001\PCN\PCN ItrOl.doc
Offices Worldwide
'? ' R DAMES & MOORE N C-A NORTH
CAROLINA GENERAL PARTNERSHIP
f A DAMES & MOORE AFFILIATE
Mr. Steve Chapin
December 6, 2000
Page 2
I look forward to your favorable review of PCN application and should you have any questions
or require additional information regarding this request, please feel free to me at [phone].
Sincerely,
PdDAS & Moo E - NC
P. Karkowski, P.E.
Project Manager
cc: John Dorney - NCDEM (7 copies)
Bill Allen - Kirco (1 copy)
Wesley Sherrill - Site Solutions (1 copy)
Enclosures
\\CLT50001\DATA\200\45365.001\PCN\PCN Itr 01.doc
I , 0Fr 7 200i

DEM ID: ®o 15Q2 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
39
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE
OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE
SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
PLEASE PRINT.
1. OWNERS NAME: Centex - Kirco Industrial Westlake VIII, LLC
2. MAILING ADDRESS: 4600 Park Road, Suite 109
SUBDIVISION NAME:
CITY: Charlotte STATE: NC ZIP CODE: 28209
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): No Street Address Available - Project site is portions
of Tax Parcels 201-271-05 and 201-141-07 within the Westlake Business Park
3. TELEPHONE NUMBER (HOME): (WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: William (Bill) Allen, Member,
Centex - Kirco Industrial Westlake VIII, LLC, 4400 Park Rd., Suite 109
Charlotte, NC 28209
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR
AERIAL PHOTOGRAPHY WITH SCALE): See Figure 1
COUNTY: Mecklenburg NEAREST TOWN OR CITY: Charlotte
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) From Interstate 77
exit Westinghouse Blvd. and proceed west for approx. 2.5 miles. Turn right on
Westinghouse Commons Dr. and proceed north for approx. 0.2 miles. Turn right on
Westlake Drive and proceed east then north for approx. 0.5 miles to project site.
6. IMPACTED OR NEAREST STREAM/RIVER: Steele Creek
RIVER BASIN: Catawba River Basin
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: N/A
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT
ARE 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 PLAN (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): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES [ ] NO [ X ] IF YES, DESCRIBE ANTICIPATED WORK: N/A
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 34.96 Acres
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 2.92 Acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.31 Acres EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.31 Acres
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE
DISTANCE BOTH BEFORE AND AFTER RELOCATION): Steel Creek and un-named tributaries
LENGTH BEFORE: FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT Total impacted length: 225 FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: X (installation of rip-rap erosion control material)
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING
TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT
TO BE USED (ATTACH PLANS: 8%" x 11" DRAWINGS ONLY): See Attachment 1.
13. PURPOSE OF PROPOSED WORK: See Attachment 1.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS):
See Attachment 1.
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE
AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE
PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: October 30, 2000
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES [ ) NO [ X ) (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 NORTH 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, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302,
TELEPHONE [phone].
17. 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, STREAMS, 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 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR
EQUIVALENT. Refer to the attached boundary and wetland survey.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. N/A
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT
TO THE PLACEMENT OF THE DELINEATION LINE. See attached data sheets.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. N/A
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Varies: North - light industrial,
vacant; South - vacant; Bast - vacant; West - single family residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Discharge to
sanitary sewer main operated by Charlotte-'Mecklenburg Utilities (CMU)
g. SIGNED AND DATED BY AGENT 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 ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT
(WATER QUALITY) CERTIFICATION.
00
O ER S/AGE 'S SIGNATURE DATE
(AGEN GNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))
APPROXIMATE
0 2000 4000
SCALE IN FEET
SOURCE: Base map is from a portion of the
USGS 1:24000 scale topographic
map, "Charlotte West, NC", 1993.
2 DAMES & MOORE NC-A NORTH
CAROLINA GENERAL PARTNERSHIP
AOI1MM&WOMM11M
SITE LOCATION MAP
CHARLOTTE, NORTH CAROLINA
WILTON CONNOR PACKING/
WESTLAKE CORPORATE CENTER
JOB NO.:
FIGURE 1
ATTACHMENT 1
Kirko Carolina Interests, Ltd.
Wilton Connor Packing- Buiding #8
Nationwide Permit No. 39 - Pre-construction Notification
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach 8 % " x 11 " drawings only):
See text below.
13. Purpose of proposed work:
See text below.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
See text below.
Kirco proposes to construct a single light industrial building and associated site facilities,
including parking, access roads, detention ponds, and utilities on a site currently included
as portions of Tax Parcels 201-271-05 and 201-141-07. Refer to Figure 1-1 for the site
layout. For this project, standard construction equipment will be utilized including
excavating, hauling, grading, and other construction equipment. All non-impacted
wetland areas are protected from construction activities through the installation of erosion
control techniques, including silt fencing and sediment basins.
Construction within wetlands will be limited to five small areas. These wetland impact
areas (WIA) are indicted on Figure 1-1 and are summarized below:
• WIA 1 - This wetland impact area totals approximately 5,300 square feet (0.12 acres)
and is necessary to provide access to the site. The construction in this area consists of
the installation of two 54-inch concrete culverts, rip-rap erosion control material, and
miscellaneous fill material required to provide the vehicular access to the site.
Adjacent wetlands are protected from impact through the installation of silt fencing
during construction. Refer to Figure 1-2 for a plan view of the proposed construction
in this area.
• WIA 2&3 - This wetland impact area totals approximately 5,011 square feet (0.12
acres) and is necessary for the installation of a portion of an on-site detention pond
and its outfall. The outfall consists of approximately 180 linear feet of 42-inch
corrugated metal pipe. This impact was necessary to provide a positive outfall to the
detention pond. A portion of this wetland impact area will be a temporary impact.
The original grades in this area will be re-established after the installation of he
ATTACHMENT 1 (Continued)
outfall pipe. In addition, rip-rap material will be installed to prevent erosion within
Steele Creek. Refer to Figure 1-3 for a plan view of this area.
WIA 4 - This wetland impact area totals approximately 757 square feet (0.02 acres)
and is required to install an outfall pipe for a second detention pond. This outfall
consists of approximately 146 linear feet of 24-inch corrugated metal pipe, of which
only a small portion is within the wetland impact area. This wetland impact area also
includes the installation of rip-rap erosion control material in Steele Creek. Refer to
Figure 1-4 for a plan view of this area.
• WIA 5 - This wetland impact area totals approximately 2,426 square feet (0.06 acres)
and is required for the construction of a future access road. The impacts in this area
will be similar to those in WIA 1 (i.e. culvert, erosion control material, and fill). The
future access road will allow expansion onto the adjacent property. This expansion
will not require any additional wetland impacts.
WIA 4 _ WIA 3
r?'' .? ".????" ??-.. ??.. 776 SF
757 SF??
1 i 8 1
WIA2?
' ?
i I PROPOSED BIMM
1 ?:?
CP
i
PROPERTY UNIE
/ ? ? inns ai rcnAwx
--"-- - -- - ( WETLANDS IIIIIIII'ACra
WETLANDS
A
/ WIA 5 &=8F PROPERTY- 34.96 AC.
W- 92AC.
2426 8F WIA 1 MP LANo - 2. 0.310 AC.
NTS
L• 1
t i\
1
,
t?Y ..
WIA = Wetland Impact Area
D DAMES & MOORE NC-A NORTH
CM' CAROLINA GENERAL PARTNERSHIP
GROUP A DAMES • MOOIE AfiiUTE
TITLE. SITE LAYOUT
WILTON CONNOR PACKAGING - BUILDING #8
jl'lllIJLl;I: KIRCO CAROLINA INTERESTS, LTD I
CHARLOTTE, NC
D&M JOB NO.: 45365-001 1 FIGURE 1-1
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Dr- DAMES & MOORE NC-A NORTH
(f CAROLINA GENERAL PARTNERSHIP
GROUP A Gulls a MOOW AWLIATE
SCALE: 1" = 50 TITLE: WETLAND IMPACT AREA 1
0 25 50 100 WILTON CONNOR PACKAGING - BUILDING #8
PROJECT: KIRCO CAROLINA INTERESTS, LLC
CHARLOTTE, NC
D&M JOB NO.: 45365-001 FIGURE 1-2

r..
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--
i ? LF. "OF GR?lC
Di5tVRB?"D
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a
Q M DAMES & MOOD NC-A NORTH
" CAROLINA GENERAL PARTNERSHIP
000UP A OM M • MOORS AiFMM
SCALE: 1" = 50 TITLE: WETLAND IMPACT AREA 2 & 3
0 25 50 100 WILTON CONNOR PACKAGING - BUILDING #8
PROJECT: KIRCO CAROLINA INTERESTS, LLC
CHARLOTTE, NC
D&M JOB NO.: 45365-001 FIGURE 1-3
of
0
1.
1s1H
-,?-----
iYrARD 111111 11h
_ f
kCTLAN05 AREA
/.
'? 41111j, DISTURBED- 7S7 SF.
?? 11111 ? ,
BOTTOM OF CREEK
1111 1 EL. bOO.St -
111;1 Il'4 Ib LF. OFCREEK
i 111,1 VIf DISTMEW
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a ` A
A' 1 C
.rte ?Q,
D M DAMES & MOORE NC-A NORTH
U CAROLINA GENERAL PARTNERSHIP
GM r ADMVS&MOO EA OLATE
SCALE: 1" = 50 TITLE; WETLAND IMPACT AREA 4
mmil
0 25 50 100 WILTON CONNOR PACKAGING - BUILDING #8
PROJECT: KIRCO CAROLINA INTERESTS, LLC
CHARLOTTE, NC
O&M Job No.: 45365-001 FIGURE 1-4
DATA FORM /If1i1 ,
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Projet t/Site: ??Q(I<] i' W \?V? Jn ?J QA 4 I<? ?q Date: P16'
I i apvo
Applicant/Owner: ? F- C-ID County: Meok(enW
Investigator: hf 1 WfLlarij State: N
Do Normal Circumstances exist on the site? to No Community ID: a Ian
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential PPoblem Area? Yes No Plot ID: A- D
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator 2orninent Plant Species Stratum Indicator
i-%eWC,l.6 4Tt . W'd S.
2Ia4-anus &ejenlaL-S 4-re& FAG W-
2. 10.
,
its+n S 3 ?rxb FAG V/
a. 014V s, S ?a I 111.
`
4. n7rvli.?A ?Sn.l ??_ 12.
S. $wui I00. . (sA) herb ?_ 13
us Vira;nialr)a
s.3i?n 14.
fi
'j
7 15.
e. 1 s.
Percent of Dominant Species that are OOL FACW or FAC 537
,
(excluding FA
C-1.
?
Remarks: Fvie54c- tve4Ialld w, )L4 oG?_ (yssfve vir/P? q?o?J-fit.
HYDROLOGY
Recorded Data (Describe In Rernarks):
_ Stream. Lake. or ride Gauge
Aerial Photographs
_ Other
No Recorded Date Avellable

Field Observedenc
Depth of Surface Water: 0 n.)
--Depth to free: Water In Pit:
Depth to Saturated Soil: fin.]
Wedand Hydrology Indicatotc
Primary Indicators:
X kwndated
Saturated M Upper 12 Inches
Water Marks
Drift Unea
Sediment Deposits
a
L Drainage Patterns in Wetlands
Secondary Indicators 112 or more required):
_ O"x*d Root Channels M Upper 12 Inches
_ Water-Stained leaves .
-Local Soi1• Survey Data
_ FAC•Neutrhl Test
Other lExplain in Remarks) -
1
R?rrterks: ?' rQn C.r?ek OLIovla) Sov4,"n fro -?,?1li.+? wt'4M Sw•? .P(o"Ji 1-3.C4,v e,
P;, deeP? i?r, 1? 5+cc-P 51/Jobs creek 4vanseJcl-5 •n.?la//G o?' P?opci?, bR?ks
-F? ?6+1cJ? er.?- ; n r• rtroSi!A -Mood Zone • _ _ . _ .. _
SOILS
Map Unit Name ?
Tredall ir1P SanAv Loa.?
(Series and Phassl Q Mod"akJ!j
SI
I -o?
:
I o
'P& Drainage Class: dr r^?ro"/
r-

Taxonomy (Subgrouol: ? Field Observations
Confirm Maopsd Typal Yes No

Profile Description:
Depth Matnx Color Mottle Colors Mottle Texture. Concretions

(inches) Horizon (Munsell Motst) (Munsall Moist) .
Abundance lContrest Structure. Cie.
t0Q o R $ L - NA one ?',.nd y clQt,i `Darr
Hydtio Soil Indicators:
_ Histosol _ Concretions
Katie Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulydle Odor Organio Stresk(ng In Sandy Soils
Arauie Moisture Regime
_
Listed on Local Hydrie Sons Ust
_ Reducing Conditions _ Ustod on Hationd Hydric Sails List
2!?. Gleyod or Low-Chrome Colors _ Other (Explain in Remarks)
Remarks: ?Ydrtb soil, w4 t, low chro*-,a color af,,4 Sa-}-t coed Corldl+'0VV5.
WETLAND DETERMINATION
Hydrophytic Vegetsdon Present? No (Clyde) (Circle)
Wetland Hydrology Present? No
Hydric Soils Presentl Y No Is this Sampling Point Within a WsdwW? Yas No
Remarks:

rr
DATA FORM
ROUTINE WETLAND DETERMINATION
(1967 COE Wetlands Delineation Manual)
?J_ ?Une"jy
Project/Site: (try-Ie- w
Applicant/Owner: J
Investigator: ??r?s ? ?lallo Rorhel W"e A
Do Normal Circumstances exist on the site! es No
Is the site significantly disturbed !Atypical Situation)? es
Is the area a potential PPoblem Area? Ye?IQ?c
(If needed, explain on reverse.)
VEGETATION
Date: V-17b, 14 j 9000
County: MP1.kIPxt ?JIY?
State: NL
Community ID:
Transect ID:
Plot ID:
Dominant Plant Species Stratum Indicstor Qominent Plant Soeeies Stratum Indicator
1. 1.1 - eus ViR]in lcv10. FPtG1?^ >t.

vif Lxl er
2. lY U tints it,
g be?li -ITS
?L
t o.
7. i l i n is J ta, ?l? r1.1.?7 U- 11.
4. E;Mz 5 V t yl& FtL 12.
s. era rgS. (f Link. n.
6. 14.
7. 15.
t. 16.
Percent or Dominant Species that are OBL. FACW at FAC
(,excluding FAC-1.
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream. Lsks. or rods Gauge
Aerial Photographs
_ Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: 0 n.)
-Depth to Free: Water In Pit: ?--Ito, _ An.)
Depth to Saturated Soil. On.)
Wedand Hydrology IndlestonC
Primacy Indicators:
lrwndated
g Saturated In Upper 12 Inches
-Water Marko
_ Drift Chao
_ Sediment Deposits
_ Drainage Patterns M Wetlands
Secondary indicators t2 or more roquiredl:
_ Oxidized Hoot Channels in Upper 12 Inches
_ Wetor-Stained Leaves
_ Local So8• Survey Data
_ FAC-Neutral Test
Other (Explain in Remarks"
K .,-..,.
Rtrmerks: i'?.` De pM,\ 4-o So-+woL4,c4 soy I Wa 5 p" cI HP? -1o hca vt? rt?uns
area • J
SOILS
Map Urut Name /` ( MOtlBf0lcl? INeII
ri
(S
s
nd Phase): Ir'ed l
-
?
l
I
e
e
a
t
IYIQ ?
ptrt
lE `OalW1
- reineQe Gass: ?211

Taxonomy Isubgrouol: Feid Observations
Confirm Mapped Type) Ye: No
Profile Description:
Depth Matnx Color Mottle Colors Mottle Texture. Concretions

in he 1 Horizon (Munsell Motstl ,
Munsell Moist Abundanca/Contrsst Structure, etc.
A 10 R 3 3 Qr oYy1b.?? sa" a loan-,

Hydrio Sots Indicators: '
_ Histosol Concretions
Histie Epipedon _
High Orgartia Content in Sudaos Layer in Sandy Soils
_ suindia odor Organic Streaking in Sandy Sons
_ Aquie Moisture Regime _ Usted on Local Hydric Soils Ust
_ Reducing Conditions _ Listed an National Hydda Soils List
_ Gleyad or Low•Chroma Colors _ Other (Explain in Remarks)
Remarks: No kydr(,"G sal ;ndrtieo.}oe<S-
WETLAND DETERMINATION
HYdfoPhytic Vegetation Present? Yss No (Circlel (Circle)
Wedand Hydrology Present? Yss
Hydria Soils Present? Yes Is this Sampling Point Within a Wedand? Yes
Remarks:

r-
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Projedt/Site: C1\os lAr- - QA\c01. C?nnef Pe.?k'.?.? Date: Felo. ?.L , Zvoo
Applicant/Owner: o County: M e?k\ e. to,,,
Investigator: State: ,J
Do Normal Circumstances exist on the site? es No Community ID: Wek\c,&A
Is the site significantly disturbed (Atypical Situation)7 des (N Transect ID:
Is the area a potential Pfoblem Area? Yes N.p) Plot ID:
(if needed, explain on reverse.)
VEGETATION
Dominant Plant Spacial Stratum Indicator Dominant Plant Species Stratum Indicator
1.70-XcC0Af^Aren ?ad;cw. s d;nit Fpt? 9.
2. 5 rn'.\Ax (S pl V kne rA <_ 10.
3. () $MvnAu C Innl?- -,ec. erb PAC 11.
a._A-llrv.-t vr.tcpl a l,et? F,4 y 12.
S. 13.
6. 14.
7. Is.
B. 16.
Percent of Dominant Species that era 06L. FACW or FAC3? y
(excluding FAC-1.
Remarks: We S L unf.n 4 ? ? o J'-?-(2 „?„? G?^``^n2
v e r'1 l'. ?... e ?I e e k tom. P e S ?. .
HYDROLOGY
Y Recorded Data (Describe In Remarks):
-Stream. Lake. or Tide Coupe
.t' Aerial Photographs
Other
No Recorded Dot. Avetnable
Field Observations:
Depth of Surface Water: _0 on.)
Depth to Free: Water In Pit: :On.)
Depth to Saturated Sail > (o On.)
T
Rrimerke: S ?fP ??..?. canc.,.. ^2 ? wl

Wedsnd Hydrology Irdicstots:
Primary Indicators:
_ Inundated
ZC Saturated in upper 12 Inches
_ Water Marks
Drift Unas
_ Sediment Deposits
Drainage Patters in Wetlands
Secondary Indicators 12 or more required):
_ Ox)dlzed Hoot Channels in Upper 12 Inches
2S?Water-Stsined Leaves .
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remarksl

c+entirx.,x,r?.
SOILS
Map Unit Name 1
(Series and Phase): = r 2 A -e\\ Tc? . ? sc n? `? M1o Q fh?f, ??e l\
? puW? Drainage Class: d rc.,?. t ? S a.\ S
Feld Observations
Taxonomy lSubgrouDl: Confirm Mapped Type? Yes No
Profile Description:
Depth Matnx Color Mottle Colors Mottle Texture, Concretions,
(inches) Horiton IMunsell Moist) (Munsell Moist) Abundance/Contrast Strueture. etc.
O-A I? Y2 3/Z NA
roe.,..
/V OAK .4%
Hydria Soil Indicators: -
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Sops
_ Sulfidle Odor _ Organic Streaking in Sandy Soils
AQuic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Sods Ust
Gieyed or Low-Chrama Colors _ Other (Explain in Remarks)
Remarks: S pre

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (circle) (Cirelel
Wetland Hydrology Present? Yes No
Hydric Soils Present? of
He Is We Sampling Point Within a Wedend? as No
Remarks:
r-
DATA FORM
ROUTINE WETLAND DETERMINATION
11987 COE Wetlands Delineation Manual)
Proje6t/Site: C2V\o-r \Al- - 611,.1t zbuc,
Date: i e.\o l6
Applicant/Owner: k . < < o T ?
County:
rn N C
Investigator: _
Stat
Do Normal Circumstances exist on the site? No Community ID: up I,,,,A
Is the site significantly disturbed (Atypical Situation)? Yes f0i) Transect ID:
Is the area a potential Problem Area? Yes G) Plot ID:
(if needed, explain on reverse.)
VEGETATION
Dominant Plant Special Stratum Indicator Dominant Plant Species Stratum Indicator
1. C e\?c, S O c , ?l e.1t ,. \ , s Lee- F I-C_ v 9.
-free FACU - 10.
3.7 yn,ptress y?r9%Shr..\. 1-A CV- it.
4. Corews rr\ or', d o. 5('\ry\0 F/t C. v 12.
S.-T0y c 0A e,.cAr?.? ca?, tins V jn e FPt G 13.
6.A11%v,•-. y?nen\ e ecb Ff}C.V 14.
7. x /IS Q? n e F t t ?- 15.
B. 16.
Percent of Dominant Species that are 08L. FACW or FAC
(,excluding FAC-1.
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream, leeks. or Tide Gouge
Aerial Photographs
_ Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: 0(In.)
-Depth to free: Water In Pit: 1.6 :On.)
Depth to Saturated Soil: ? I 10 On.)
Wedend Hydrology Wcators:
Primary lexacators:
_ kwndated
_ Saturated M Upper 12 Inches
_ Water Marks
_ Orlft Lino
_ Sedurnnt Deposits
_ Drainage Patterns in Wetlands
Secondary indicators 12 or more requiredl:
_ Oxidated hoot Channels in Upper 12 Inches
_ Water-Stained Leaves
_ Local Sore Survey Oates
FAC-Neutrrd Test
_ Other (Explain in Remarks)
a.m.rit.:
SOILS
Map Unit Name

(Series and Phase): 'I rede?l F
Al o ¢rx 4cc
t.vc I
"e Sw.1 Loo
,,..,
Orsinage Class:
Field Observations
Taxonomy (Subgrouol: Confirm Mapped Type? Yes No
Profile Description:
Depth Matnx Color Monts Colors MOWS Texture. Concretions,
(inches) Horizon (Munsell MCIst) (Munsell Moist) Abundanee/Contrsst Struetvre, etc.
0-)6" A ' 10 YP 3/3 NA A101Ve 5("j , I c,0,,
Hydria Soft Indicators: -
_ Histasol _ Concretions
_ Histie Epipedon _ High Organo Content in Sumacs Layer in Sandy Soils
_ Sulfidle Odor _ Organic Streaking in Sandy Soils
_- Aduic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydre Soils List
_ Gleyed at low-Chroma Colon _ Other (Explain in Remarks)
Remarks: 00 IA f air
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present)
Hydric Soils Presentr
Yes (jiNClmw
Yaa
Yaa !b
(Circle)
Is this Sampling Point Within a Wedand) Yet N.
Remarks:
r
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Projedt/Site: CN"\c\T\2 n? \??. Co?,?e
I r (?a Date:
pplicant/Owner:
A County: M ec \? e\ ?319
Investigator: chr,. c_ V?\\o '' ?o ?? vJ? Q\•.. State: h! C_
Do Normal Circumstances exist on the site? es No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes T? Transect ID:
Is the area a potential P(oblem Area? Yes (jEo ) Plot ID: ?- O
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator

y;n e FA•c
1. TO k t d en a( r nn ra s,:,,
9.
2. fM??D.Y in2 FA <_ to.
2.OSmvnd ^ Clnnq /h?arM kerb ;=Ac W 11.
4. A 11%y h y? ^erti e- kelr? rNc. V 12.
s. PIaA'r?,v.J ore--%JaJ-nlis Irce FAe?J 13.
6.P?chftt??f oLc'. ??4,cli! S??/?/6 Ff}<W- 14.
1
7.C °r.,\ u3 ?I or: ?a rub ?
1S.
B. 16.
Percent of Dominant Species that are OBL. FACW or FAC 6/,p
(excluding FAC-1.

U/{1 TP.! o/ C 3
Remarks: Lr/Ie ?ef` !_?•. 11 •?1 In Ii a?Q 5'1YPaw. 4-

po,?? y
HYDROLOGY
Recorded Data (Describe In Remarks): Welland Hydrology Irm icetora:
Stream. Lake, of rid* Gouge Primary Irdicators:
Aerial Photographs _ kwndated
Other Saturated in Upper 12 Inches
_
_ No Recorded Data Available _ Water Marks
Drift Urns
_
Sod rnenl Deposits
Field Observations: ZC Drainage Patterns in Wetlands

O Secondary Indicators (2 or more requiredl:
12 Inches
l
M U
><' O
idi
d H
Ch
On.)
Depth of Surface Water: pper
anne
s
x
ze
oot
1
> A( Water-Stained Leaves .
1 an.)
-Depth to Free. Water In Pit:. _ Local Sort Survey Date
_. _ FAC-Nautrel Test
` Depth to Saturated Soil: _?0 (in.l _ Other (Explain in Remarks)
Remarks:
P c b eJ l.J/ s T P e Q s1 a e S
'
`
S
1
f
.,:,nrar,v,?ors.
SOILS
Map Unit Name y? M -7{ .?
(Series and Phase): --'F-7rJ e.k1 570,&Ita ?--01""10reinsge Class: ?`?c`\ ??r^•rve

Taxonomy (Subgroucl: Field Observations
Confirm Mapped Type? Yes No

Profile Description:
Oapth Matnx Color Mottle Colors Mottle Texture. Concretions
.
(inches) Horizon (Munsell Morst) (Munsell Moist) Aburdance/Contiast Structure. etc.
rr
Q-5 O Y , 3 z ?O'Y SJF? Mov% S???c? Sor.d
r
-1 b
r I o 'VP a A N Pt- N Jn? e ??
?
c`, s ?
Hydrio Soil Indicators: '
_ Histosol Concretions
_
_ Histic Epipedon
- High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
7lAquic Moisture Regime Organic Streaking in Sandy Soils
Li
d
_
_ Reducing Conditions _ ste
on Local Hydric Soils List
Listed on National Hydtic Sons List
->(Gleyed or Low-Chroma Colon _ Other (Explain in Remarks)
Remarks: f)CL'' S 2ti [ e. 6T tTy' d f`? c. S a \ ^t?? Gh OT.s.
Nom ?.. ?1??r.?. S? •?3 ???
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Ye No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? ee No Is We Sampling Point Within a Wetland? Yes No
Remarks:
r-

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Proje6t/Site: Date:
Applicant/Owner: o County: M e? \ t.?,vr
Investigator: C\? s State: N ?- .
Do Normal Circumstances exist on the site? Ye No Community ID: V \t.
Is the site significantly disturbed (Atypical Situation)? Yes CNd-77:) Transect ID:
Is the area a potential Pfoblem Area? Yes o Plot ID: C _
(If needed, explain on reverse.)
VFGETATION
Dominant Plant Species Stratum Indicator Dorninant Plant Species Stratum Indicator
1.100„N ?&'Jl krf s.
2.l onV\QS J \or`j., S J F LU 10.
a. etc ,I da.,b?.r s{v?n??fb?•. +ree FA 11.
rid J
a T'ox d e,.??o.. n ?G 12.
/
5. ?M 11 o?X l rS?_ V[ n e FA c- 1.
6._Qt/Cre.,rs oe_ c,d&4'lis +rQC_ F' C-W 14.
7. A-,-9 r s,o . c r,,,+v r. t r e c is.
8. 16.
Percent of Dominant Species that era DBL. FACW or FAC ?.
(excluding FAC-).
Remarks:
HYDROLOGY
(I Recorded Dots (Describe In Remorksl:
Stream. Lake. or Ttdo Gouge
Aerial Photographs
_ Other .
No Recorded Data Available
'r
Feld Observations:
Depth of Surface Water: O (In.)
Depth to Free: Water In Pit: - > I ?.. On.) '
Depth to Saturated Soil o (I..)
R*marks:
Wedand Hydrology k flcators:
Primary ktdicators:
_ kwndated
_ Saturated M Upper 12 Inches
_ Water Marks
_ Drift Unas
Sediment Deposits
Drainage Patterns In Wedends
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
_ Water-Stsined Leaves
_ Local Soil Survey Data
_ FAC-Noutrnl Test
Other (Explain in Remarks)
PX i)4- ar ee,.
SOILS
Map Unit Name
(Series and Phasel: e MO 2 rti 1L
2 5A^4., d0*,Orainage class: -4?

Taxonomy (Subgrouol: Field Observations
Confirm Mapped Type? Yes No
Profile Description:
Depth Matnx Color
(inches) Horizon iMunsell Moist) Mottle Colors Mocus Texture. Concretions,
IMunsell Moist) Abundance/Contrast Str
ct
r

?- A 10 Y (Z 31z- u
U
l. etc.
/VA
Hydric Soil Indicators: '
_ Histasol Concretions
Hisdc Epipedon _
_ High Organic Content in Sudsoe Layer in Sandy Soila
Sulfidie Odor _ Organic Streaking in Sandy Soils
AQuic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric SoUs List
Gleyed or Low-Chrome Colors _ Other (Explain in Remarks)
Remarks: A/0 s 6
Na L sue.\r sk 1
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yas No (Circle) (little)
Wetland Hydrology Present? es No
Hyddc Soils Present? Yes Is this Sampling Point Within a Wedend? Yes No?
Remarks: ?J
i
r-
e;
?(1(1f1
NORTH CAROLINA WETLANDS RESTORATION PROGRAM
GENERIC CONSERVATION EASEMENT
DRAFTTEXT
STATE OF NORTH CAROLINA
CONSERVATION EASEMENT
COUNTY
THIS CONSERVATION EASEMENT DEED, made this _day of 1999, by and between
Grantor, and the State of North Carolina, Grantee, whose mailing address is
State of North Carolina State Property Office, 116 West Jones Street, Raleigh,
NC 27603-8003. The designations Grantor and Grantee as used herein shall include
said parties, their heirs, successors, and assigns, and shall include singular,
plural, masculine, feminine, or neuter as required by context.
WITNESSETH:
WHEREAS, pursuant to the provisions of N.C. Gen. Stat. § 143-214.8 et seq., the
State of North Carolina has established the Wetlands Restoration Program (as
defined in N.C. Gen Stat. § 143-214.8) within the Department of Environment and
Natural Resources for the purposes of acquiring, maintaining, restoring,
enhancing, and creating wetland and riparian resources that contribute to the
protection and improvement of water quality, flood prevention, fisheries,
aquatic habitat, wildlife habitat, and recreational opportunities; and
WHEREAS, the Wetlands Restoration Program in the Department of Environment and
Natural Resources has approved acceptance of this instrument; and
WHEREAS, the acceptance of this instrument for and on behalf of the State of
North Carolina has been duly approved by the Governor and Council of State by
resolution adopted at a meeting held in the City of , North Carolina, on the _
day of _, 1999; and
WHEREAS, pursuant to the provisions of N.C. Gen. Stat. § 143-214.8, two of the
components of the Wetlands Restoration Program are (1) restoration and perpetual
maintenance of wetlands, riparian areas, and surface waters and (2) land
ownership and management; and
WHEREAS, Grantor owns in fee simple certain real property situated, lying, and
being in
County, North Carolina (the "Protected Property"), and being more particularly
described as that certain parcel of
land located as described in Deed Book _at Page of the County
Registry and
being in Township, County, North Carolina; and
WHEREAS, Grantor is willing to grant a Conservation Easement on the Protected
Property, thereby restricting and limiting the use of the Protected Property to
the terms and conditions and for the purposes hereinafter set forth, and Grantee
is willing to accept such easement;
NOW, THEREFORE, in consideration of the mutual covenants, terms,
conditions, and restrictions
hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and
conveys unto Grantee, its successors
and a9stgns, forever and in perpetuity, a Conservation Easement of the nature
and character and to the extent
hereinafter set forth, for the benefit of the people of North Carolina, over the
portion of the Protected Property being
all of the tracts of land as identified as as shown on a plat of survey
entitled " " dated _,
and certified by _ and recorded in Map Book _, Page County Registry, and being
more
particularly described as follows:
[Insert Metes and Bounds Description]
The purposes of this Conservation Easement are to maintain, restore, enhance,
and create a wetland and/or riparian resource on the Protected Property that
contributes to the protection and improvement of water quality, flood
prevention, fisheries-, aquatic habitat, wildlife habitat, and recreational
opportunities; to maintain permanently the Protected Property in its natural
condition, consistent with these purposes; and to prevent any use of the
Protected Property that will significantly impair or interfere with these
purposes. To achieve these purposes, the following conditions and restrictions
are set forth:
1. DURATION OF EASEMENT
This Conservation Easement shall be perpetual. It is an easement in gross, runs
with the land, and is enforceable by Grantee against Grantor, its personal
representatives, heirs, successors, and assigns, lessees, agents, and licensees.
II. RESERVED USES AND RESTRICTED ACTIVITES
The Protected Property shall be restricted from any development or usage that
would impair or interfere with the purposes of this Conservation Easement.
Unless expressly reserved as a compatible use herein, any activity on, or use
of, the Protected Property by the Grantor is prohibited as inconsistent with the
purposes of this
Conservation Easement. Any rights not expressly reserved hereunder by the
Grantor have been acquired by the Grantee. The following specific uses are
prohibited, restricted, or reserved as indicated:
A. Recreational Uses. Grantor expressly reserves the right to undeveloped
recreational uses, including hunting, fishing, and hiking, and access to the
Protected Property for the purposes thereof Usage of motorized vehicles on the
Protected Property is prohibited.
B. Educational Uses. The Grantor reserves the right to passive educational
uses and the right of access to the Protected Property for such purposes
including organized educational activities such as site visits, studies, and
observations.
C. Vegetative Cutting. Cutting, removal, mowing, harming, or destruction of
any vegetation on the Protected Property is prohibited.
D. Industrial Use. Industrial activities on the Protected Property are
prohibited.
E. Residential Use. Residential use of the Protected Property is
prohibited.
F. Commercial Use. Commercial activities on the Protected Property are
prohibited.
G. Agricultural Use. Agricultural use of the Protected Property including use
for cropland, waste lagoons, or pastureland is prohibited.
H. New Construction. There shall be no building, facility, mobile home, or
other structure constructed or placed on the Protected Property.
I. Signs. No signs shall be permitted on the Protected Property except
interpretive signs describing restoration activities and the conservation values
of the Protected Property, signs identifying the owner of the Protected Property
and the holder of the Conservation Easement, and signs giving directions or
proscribing rules and regulations for the use of the Protected Property.
J. Dumping. Dumping of soil, trash, ashes, garbage, waste, abandoned
vehicles, appliance or machinery, or other material on the Protected Property is
prohibited.
K. Grading, Mineral Use, Excavation, Dredging. There shall be no grading,
filling, excavation, (dredging, mining, or drilling; no removal of topsoil,
sand, gravel, rock, peat, minerals, or other materials.
L. Water Quality and Drainage Patterns. There shall be no diking, draining,
dredging, channeling, filling, leveling, pumping, impounding or related
activities, or altering or tampering with water control structures or devices,
or disruption or alteration of the restored, enhanced, or created drainage
patterns. In addition, diverting or causing or permitting the diversion of
surface or underground water into, within or out of the easement area by any
means, removal of wetlands, polluting or discharging into waters, springs,
seeps, or wetlands, or use of pesticide or biocides is prohibited.
M. Development Rights. No development rights which have been encumbered or
extinguished by this Conservation Easement shall be transferred pursuant to a
transferable development rights scheme or cluster development arrangement or
otherwise.
The Grantee, and authorized representatives of the Grantee, shall have the right
to enter the Protected Property and shall have the right of reasonable ingress
and egress to the Protected Property over the Grantor's property, at all
reasonable times to undertake any activities to restore, manage, maintain,
enhance, and monitor the wetland and riparian resources of the Protected
Property. These activities include planting of trees, shrubs and
herbaceous vegetation, installation of monitoring wells, utilization of heavy
equipment to grade, fill, and prepare the soil, modification of the hydrology of
the site, and installation of natural and marimade materials as needed to direct
in-stream, above ground, and subterraneous water flow. In addition, the Grantee,
and authorized representatives of the Grantee, shall have the right to enter the
Protected Property and shall have the right of reasonable ingress and egress to
the Protected Property over the Grantor's property, at all reasonable times for
the purpose of inspecting said property to determine if the Grantor is complying
with the terms, conditions, restrictions, and purposes of this Conservation
Easement. The easement rights granted herein do not include public access
rights.
The Grantor may request permission to vary from the above restrictions for good
cause shown, provided that any such request is consistent with the purposes of
this Conservation Easement. Ile Grantor shall not vary from the above
restrictions without first obtaining written approval from the wetlands
Restoration Program, whose mailing address is 512 N. Salisbury Street, P.O. Box
29535, Raleigh, NC 27626-0535.
III. ENFORCEMENT AND REMEDIES
A. In the event that Grantee determines that Grantor has violated or is
threatening to violate any of
these terms, conditions, or restrictions, the Grantee may institute a suit to
enjoin such violation and
if necessary, to require the restoration of the Protected Property to its prior
condition at the
Grantor's expense.
B. No failure on the part of Grantee to enforce any covenant or
provision hereof shall discharge or
invalidate such covenant or any other covenant, condition, or provision hereof
or affect the right to
Grantee to enforce the same in the event of a subsequent breach or default.
IV. MISCELLANEOUS
A. This Conservation Easement shall be construed to promote the
purposes of N.C. Gen Stat. § 143-
214.8&A jg_q, the Wetlands Restoration Program.
B. This instrument sets forth the entire agreement of the parties with
respect to the Conservation
Easement and supersedes all prior discussions, negotiations, understandings or
agreements relating
to the Conservation Easement. If any provision is found to be invalid, the
remainder of the
provisions of the Conservation Easement, and the application of such provision
to persons or
circumstances other than those as to which it is found to be invalid, shall not
be affected thereby.
C. Any notices shall be sent by registered or certified mail, return
receipt requested to the parties at
their addresses shown above or to other address(es) as either party establishes
in writing upon
potification to the other.
D. Grantor shall notify Grantee in writing of the name and address and
any party to whom the
Protected Property or any part thereof is to be transferred at or prior to the
time said transfer is
made. Grantor further agrees to make any subsequent lease, deed, or other legal
instrument by
which any interest in the Protected Property is conveyed subject to the
Conservation Easement
herein created.
V. QUIET ENJOYMENT
Grantor reserves all rights accruing from ownership of the Protected Property,
including the right to engage in or permit or invite others to engage in only
those uses of the Protected Property that are
expressly reserved herein, not prohibited or restricted herein, and are not
inconsistent with the purposes of this Conservation Easement. Without limiting
the generality of the foregoing, Grantor expressly reserves to Grantor, and
Grantor's invitees and licensees, the right of access to the Protected Property,
and the right of quiet enjoyment of the Protected Property.
TO HAVF, AND TO HOLD the said rights and easements perpetually unto Grantee for
the aforesaid purposes.
AND Grantor covenant that they are seized of said premises in fee and have the
right to convey the permanent easement herein granted; that the same are free
from encumbrances and that they will warrant and defend title to the same
against the claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day
and year first above written,
(SEAL)
(SEAL)
(SEAL)
(SEAL)
NORTH CAROLINA COUNTY OF
I, a Notary Public in and for the
County and State aforesaid, do hereby certify that
Grantor, personally appeared before me this day and acknowledged the execution
of the foregoing
instrument.
IN WITHNESS WHEREOF, I have hereunto set my hand and Notarial
Seal this the day of 11999.
Notary Public
My commission expires:
piAN 8 S'i ~fY q~ CLASS
STRtJCTl1RE RN~I,/0!6?TE N~IVER1 IN drYER'r OUT PIPE
0057.15 110 LF, 24"RCP00.5OX CUSS IN , ~ ( ' ,``i 11 ~ fX 1 809.iS -
i . i . ~ 'IICP00.50X CUSS i0 s ' ~ ~ ~r,~, ~ a -t a 2 15 so4.eo 6o4.ao 1fo 30
~ l , ~ ~ y / ~ ~ ~ ~ ~.=1-~=~ + ~ ~ IN A I ~ ~ i~1,1~ 110 36"Rt~osox cuss 604.05 ,05 ~ ~ roND , , n 1 s 609. 3 a , , ,t 1~' ~ ti ~ ,SOX cuss la ~
\ , ~ _ ~ ~ ~ / ~ 242 Lf, ~'RCPaO ,'1 ~ ` ~ 1 1 d 4 609,i5 003.50 003.50
, ~ " _ - ~ , " >~Y~ r' r' - E05.25 20 LF, 15"RCP04,00X CLASS Ja I ~ ~ ; ~ DI 5 600.50
l ~ / ~ r _ + I ~ - ~ ~ ~ ~ ~ ~ ' ',Iti~~t~+' ~ ~ 002.29 330 LF, 42"RCP00,50X CLASS tN ~ , i DI8 000.90 1
BAFF I CONS7Mi{X:T10N _ ~ ~ ~T~ ~ ~ ~ ~ 1i~ ! IM e~i.~ ~ ~c~eO.SOX cuss 8 Y DISTRICT 800.60 345 Li, 42 ~ ~~a~, ~ _ ~ ~ ~ ill ~~~,i , MN 7 810.50 600.00
~ - 1 ~ ,
- _ _ _ - r r ~ ~ _ • . - _ y~ ~ , + 7 ~ - 801.21 22 LF, 15'RCPOO.SiSX CLASS IN i / ~ I i CI 9 606.90
~ ~ ~ / 1 ~ ~ _ - ~ } ~ ~ , _ _ _ ~ - r''--- fES 10 - - 801,00 - ~ ,
2 _ ~ _ , F _ ' ' 1'',~t ~ 1~ ~ _ .60 44 Li, 42'ttCP00.50X CUSS IA ~1+~ CI 11 605.90 598.88 598
• - ~ - , i ~ X1"2 - 598.44 - - ~ = - ` ;~FARD + + f^ETLMIDS A~ FES 12 - : ~ _
' e ' ? - r.. ~ _ ~ ~ - !41 X'. ,40 - 598.36 36 LF, 18"pCP01,05X CLASS III + DiS11AiE~D OCI 13 803
- f . - ~ 7 F'ES 14 - - 598,00 -
_ ; . , i . _ Tom, ~'r , ~r . ~+l DOTTOM Of CIS' C 42'CMPOi .OOX ,j ~ ~ ~1 _ - 598.00 i58 lf, ~ ArCiNtBCtUro
m~,.. ~ ~ ~ - ' 598.42 ~ , i oG ~s 15 - - Park Pbnning
" ~ ~ 614. , _ ~ 612.50 y ~ 2 _ _ 802.00 128 Lf, 24'CMP00.50X N ~ set _ Civll Engmeenng
, ~ ~ _ ~ ~ T- - _ _ 6o,.3s ® ~s16 - a _ ~ ~ 8,{"~P00s>3% CLASS Iq 5311 Seventy-seven Center Drive
, 612.40 ~ ~ , . ~ - ~ _ 610.20 + HW~17 - 605,3 - - Suite 82 • Charlotte, NC 2821
. , ` ,1 ' ~ ~ ~ NW~tB - - 804.8 - Ph. 704.521.9880 Fox 704.521,8955
. 610.00 - - - . ~ -r - _ - . ` _ _ _ 607.60 _ _ 606.50 . - _ ~i ~ ~ 614.00 _ r... ' ~ - OR ALUMINUM. E-Moil info0sitesolutionspo.can ~ ~ • ,qLL pENT CMP SFIALL BE ALUIONIZED STEEL. Cadd Project X2217 ~
_ - so7.2o 7.6b sos.5o . 609.7 _ _ _ All 7 L6.0 FOR TREE PRESERIlATiON NOTES AND DETAILS. pf O ~ No1E sEE DET / O r
~ 611.60 ~ _ OS 610.00 , cs ~ 60.20 r ' a~u~tAUC'noN seoua~ce ~ :T- ,
" 611.40 07.60 I` ` h 608.4b PUN APPROVAL FROM THE CITY OF CtNRLOTTE ~ _ . 1. OBTAIN GRADING/EROSION CONTROL y O X . 0.5
~ w ~ e n , 1~ _ ~ r. Q P E NG DEPARTMEN - N _ . F ENGiNEERI THE
~ p 1 r. ! ~ ~ `'~1~~ ` CONFERENCE ON SITE WITH EROSION CONTROL INSPECTOR ~ ~ LL 61T,5D ~ 2. SET UP PRE-CONSTRUCTION S10N CONIROL MEASURES, (n N to ~ i i - . GTY ENGINEERING DEPARTMENT (PH. 336-4258 TO - -
' 608.40 ~ " ~ i Y LANG DISTURBING ~ ~ r FAN.URE TO SCHEDULE SUCH OOtdFERENCE 48 HOURS PRl
1, ~ es . 6 2.40 ~ ~ f i - CfO1PTER 18 OF THE GTY CODE AND IS SUB~CT TO A Fl U M - ACiTVITY IS A VIOUTION OF ES AND CULVERTS BETWEEN HW-17 do HW-18, 0 Z ~ O
- . ' - ~ r" . • "~u ~ - ;~ir _ F T FENCE INLET PROTECTION, SEDIMENT TRAPS, DNERSK>r1 C1TCH CESSARY TO INSTALL THESE DEVICES. 3. INSTALL SfL ONLY AS NE 0 I PROTECTION, ANO OTHER MEASURES A5 SHOWN ON PLANS, CLEARIN ~ ~ ~ ~
t .l - / C ~ I ~ .I ~ ~ TT2EE WHEN APPROVED, ENGINEERING ~ ~ (V ~ •
~ ~ 609.75 6.10,00. ' r 1'~ r , ~ ' 4• 36-2291 FOR ON SIZE INSPECTION BY ENpNEERING INSPECT It ISSUANCE, Os ~ CALL 3 AFTER PERM Y 0 I ~ ` ' ' ' 't ~ ` ,1; ~ I UES THE GRADING PERMit. BEGIN CLEARING AND GRUBBING ~ L ~ , , ; INSPECTOR SS
~1" ' ~i , _ ~ 610.00, ~ i~ s . ~ 4 i' ; _ ° v a N ! ~ ! . ~ CONTROL DEVICES AS NEEDED. t
~ . ~ ~ , r,`;~ J l~OT1:G11t7~1 ~ ~ ~ 614. , 607.40 , 5. MAINTAIN EROSUMI TH EROSION CONTROL INSPECTOR U ~ + r ~ o~ ~ ~ ~ ~ SED Ef24SI0N CONTROL PUNS, CONTRACTOR SHALL MEET Wi p
~F 611.60 , • _ ~'1'1'PfG,N.,I t ~ ' - 608.80 I 6• ~ ~ TON CONTROL MEASURES. O ~ r ~ - _ ~ ! ~ ~ , ( PRIOR ]'O COMMENCING WITH EACH PHASE OF EROS ~
ti' ~ 611.40 614. ~ i ~ ~ ~ ~ a°, r To FlNIS?+ED GCE. Q ? j 610,00 1x r'' 7. STA~UZE SIZE hS ARF~IS ARE BROUGH TH THE N.C. ~ r'
- . ~ ~ a ~ ' IN ACCORDMJCE Wl SION COiV1R01 MEASURES SHALL 8E CONSTRUCTED AGRICULTURE, U.S. SOIL . ~ 8. ALL ERO U.S. DEPT. OF
_ r , _ I i i , ' ~ AND 1HE qTY OF GiARl.OTTE i ~ a~~ AT10N SERIACE, GTY Of CHARLOTTE EROSI01d CONTROL ORDINANCE, ~ - 1 I + ~s CONSERV T
~ ..i- r j ~ ~ r ' ENGINEERING DEPART1tEN DEVICES ANO
.A ~ .6 2.40 ;I A .3-r1'~~~ i i ~ ~ 4 ' DIUt,'ENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL GTY z g, THE CONTRACTOR SHALL . 1HE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH 1HE 1 7„y ~S
S ` ~ i _ , ' _ y ~ r STRUCTURES TO MINIMIZE EROSION roR so rrlAr PERloac INSPECnorls crw ~ PixFORMED Ar ~ - :v TTE ON COIdT>'t'OL JN.7r LC ~NNIINIIN~,,I f ~ { i K 1Aw~~Q ~ ~t~ I~
~ _ . ~ _ ~ i ~ ~ , t I ' r .AGES OF CONSTRUCTION. CAR a p ' ~ APPROPRIATE Sr 0~
_ , ; 609.75 ~ - ~ ` - ' , ~ ~ l ~ ~ -i DS IN4~' ~ ~ ~ - ~ - ~ , ~ off" F.~l y
613.55 1t C~l~UF' i ~ , r ~ , ri ~ 1 ~ ! / ~ J ~ . ' ~ m ~ ~ ~ ED ro PEPRESaT A au~aNCED cur/FlU. z i r ~f ~ ~ ANT111ES HAVE NOT BEEN E$TIMAiE[? AND SiTE AS SHOWN IS NOT ~7Y TO AGiIEVE THE 1 1. EARTHWORK Qli AU. 64RTF1MroRK NECES s
~ ~ ~ I i ; ~ , ESTIMATES AND SHALL PROVIDE s r r1~ ~ CONDITION. CONTRACTOR SHALL PERFORM HIS OWN ~
ti ~ ~ - f ~ ~ ~ i .,r ' I ~ ~ INCLUDING ANY ~1E OR SPOILS REQUIRED. DESIGN GRADE, 4 ~ v 1 ' ,
" r ~ ~ o E.~~ ~ . UNDSCAPE AREAS. Q~
` 612.90 ~ ~ , , a3 ~ j ' ~ GE IN ALL GRADED AREAS, INCLUDING PAYING, UWN AND m ,,~w a, PosrrnE DRaNA Fy t f ns o 2. CONTRACTOR SHALL PROVIDE E 5
~ ~ ' ~ '~1 611,60 k~ • - ~ i ~ ~ / ~ ~ 1 ~ ~ ; ~ AcruA1 FlE~D coNanoNS w l ~ a tMMEOIAIELY REPORT r0 OWNER ANY DISCREPANGES FOUND
t _ ' 1 I " ~ ~ , ~ 1 , ~ 3. THE CONTRACTOR SHALL WAIL FOR INSTRUCTION PRIOR TO PROCEEDING. r I - A AND CONSTRUCTTON DOCUMENTS AND SHALL
i i . 611.40 ~ ~ ~ ~ ~ , N ! ~ WORK BOTH PUBLIC AND PRNATE.
1 1' ~ - i / ' 1 I ! I i 1 ~ A ,a4~ ~ ' TTON OF ALL UNDERGROUND UTILITIES PR10tt TO BEGINNING r,s ~ 'O 4. CONTRACTOR SHALL V'ERifY LOG $}iALL REPAIR ANY DAMAGE AS A RESULT
1 ' ~ . '~a"~ FULLY RESPONSIBLE FOR ALL UNDERf~tOUND U11L1T1ES M1D ' CONTRACT~i 1S ~ i us ~ OF 1HIS CONTRACT.
~ ~ / r , ' ~ I I ~ ( t p _
" i - ~ ..I ~i - _ ' ' THwoRK SMOOTHLY ro TRANSInoN aACK ro Exlsr+NC c~ADE. I { ~ ~ 5. CONTRACTOR SHALL BLEND NEW EAR
"1 f ~ 1 C ~ (14 I i t i A ~ 1 ~'S SIDEWALKS ARE FiNf$HED ELEVATIONS
- AS ~ ~r' t ~ 4 i PARKING LOTS AND AND SPOT ELEVATIONS SHOWN IN DRNES, OR AGGREGATE BASE COURSE ' ~ 6. THE PROPOSED CONTOURS
1 . _ ~fi " T CROSS SECTION RATA TO ESTABLISH CORRECT SU88ASE ' ~ INCLUDING ASPHALT. REFER TO PAVEMEN
\ A\ f T ~ COMPLETED UNDER THIS CONTRACT. ' ~ ELEVATIONS 0 - OPbfENT STANDARDS MANUAL. I ~ w
_ NUMBERS REFER TO THE CHA~OTTE/MECKLFJVBURG UND ' 1 ~s 7. ALL "STD
..,fit ~ ~ - ~ ti ~ ~ IT FROM THE ZONING ADMINISTRATOR. ~ i 8. -SITE BURIAL PITS REQUIRE AN ON-SITE DEAIpUTiON LANDFlLL
` ~ ins ~ REQUIRED BY A REPRESFVTATIVE OF THE G1Y/COUNTY 610.00 t 9, lIONAL MEASURES TO CONTROL EROSION ANO SEDIMENT MAY - 608.80 ADDI
610.00 `'.,~,x ~ L.~ 7.40 NG DEPARTMENT. , . ~ j ENGINEERI FlNE.
~ ~ , ~ I NG PLAN, IS SUBJECT TO A ^ ~ ~ ~ r< ND THE UMils OF CONSTRUCTION AS SHOWN ON 1HE GRADI 1 ~ 10. ANY GRADING, E3E1'0
610.{~b,. ~ ~ . EROSION CONTROL PLAN IS SUBJECT TO A FlNE. ~ ~ - ( MORE THAN ONE ACRE WITHOUT AN APPROVED
ON ® ~ ~c r,R1 , _ s 11, GRADING • : ~ PIPE SLOPES AND INVERTS AND SHALL NOT BE
7i01f-6'1~NC 01.507r N ~ T l AND - ~ T1ONAt. lllrll.DlNd ~ • 1NS SHOWN ARE THE ENGINEER S ESTiMAIT: USED TO COMP J 12. PIPE L.ENG REPRESENT THE ACTUAL pUANTTTY OF PIPE REQUIRED, Y THE CONTRACTOR TO ~ ~ : ,,gyp _ CONSTRUED B
~ 14tF-B"PVC 0 2.36-, ` ~ Is ~ ~ ~ ~ ~ . ` , . " BE i 4" FT. (MAX),
f~~10'M~MC 0 0.9370 ~ TOr D~1rK - w - _ . ~ ~ CROSS SLOPE OF SIDEWALKS SHALL / / ~ ~ ~ ~i 't~k_' 13.
~ R ' 111E ' ~ ~ i ~ ~ ~ j ' 14. SLOPES SHALL BE GRADED NO SLEEPER 1HAN 2:1 ~ ~ . ARRANT ` ~ ~ ` , cENr PROPERnES, WHEN FIELD coNar~oNs w
~ ~ , t! ` . ~ ~ 4 r i' u of rHls PLAN Is Nor AN AUIHORIUIION ro GRADE ADrtA ~ ~ I 15. AiNED FROM THE AFFECTED PROPERTY OWNERS.
~ . i"2" GNO' t4tf-12'PVC 0 O.~oiX ~ • , _ ` ~ OFF-SITE GRADING, PERMISSION MUST BE 08T I i : 117AFFTC, BURiu PITS, TRENCHING, ETC„ SHALL ~ ALLOWED
,p 141E ~ _ -12'PVC 0 1.36Jr ~ ' . r ~ ~ `4 0~ ~ ~ NO DISTURBANCE OR COMPACTION, CONSTRUCTION MATERW.S, ~ ~ ~ ~ i 16. . ~ IN TREE PROTECTION ZONES. UCT10N, AND NOT REMOVED UNTTI
~ ~ ~ ' fs ~ INSTALLED BEFORE DEMOLITION, CLEARING, GRADING, CONSTR . ! 17. TREE BARRIGDES MUST BE
1 ~ / . 51LT ! ~i/ YVi ! , 1 ' f4LiE ;12'pVC 0 1.7970 , WA,9Hm STONE 4 ~ 143.E-12 i'VC' 0 2,38>r . 'r"'-`"" • ZONING INSPECTOR. ' ti AFTER FlNAL SiTE INSPECTION BY URBAN FORESTER AND/OR I ~~i~ w r' Gb
F,~IG FENGIN6 (9r~f 5M.1 ~ r ' ` ' . , . ~ i ~ ~ ~ ARCHITECT FoR rNSPECnoN of TREE PROrECnoN eARRRI W - _ _ 18. BEFORE GRADING BEGINS, NOTIFY LANDSCAPE ~,t
Blfif$R N071: M61 ~ ~ ~ ~a w ~ 1~. ~ -6 TERM. PVC 0 `1~07r A11N) ~ ~ . s~OrNC Is NECESSARI' To ACHIEVE EROSION CONTROL ON 60 .
1y ; " R i; ~ 14tF-12"PVC 0 3,OOX ~ 19. STABIUUliON !5 THE BEST FORM OF EROSION CON1ROl. UCTiON SEQUENCE SHOWN ON 1HE PLAN. ' ~ D ESPECWIY WHEN SPEGFlGLLY REQUIRED AS PART OF THE CON SAN GRADING. ALL REMAINING AREAS
` I'~NGlY . G 813.50 ' ` 'T S r ?xNC~ 4 7 oENVOED AREA SfEDm AND MULCHED wrrH,N 3o DAYS of coMPLETiON of r u F a ALL GRADED SLt)PES MUST 8E P E ~ 7 . ~ ~ N 120 DAYS.
- ` ~ ~ SJNLM. 1 ~ ~ ' ~ ~ FI1~0 a"EVGI ; $JNJ.M. I ARE TO BE SEEDED AND MULCHED WITHI ALLOWED ! / ~ i ' PiTS TRENCHING, ETC., SHALL BE
. Blfi~it MOTL° - b~; , ~ f os ~ 11 CE OR COMPACTION, CONSTRUC110N MATERIALS, TRAFFlC, BURIU , 20. NO D1STtIRBAN
i '>lblF•12,~C 0 3.6770 ~ ,y r s i l ! + ~ ~ r• S. NO ON-SITE 8UR?AL WILL BE ALLOWED. n, j a IN TREE PROiEL110N ZONE r ,
_ _ , r ~ ~ f ' t~s 21, SOIL TYPE IS: rrb = rREDELL
1 613,50 13 ~ i 1 ,
y ~1' E ! ~ 4 4'.1 t ~ 1 ~ _ .z " ~ 1 ~ ~ ~ DENUDED AREA = 24.76 ACRES. I Js 22, TOTAL r``` ~ TH ARMY CORPS
~ 0 12 r t INV.=605.50 ~ f 4 , N , ~ . ' STEVE CHAPIN OF E 1 c pQlNEATED BY DAMES d< MOORE AND FlEID VERIFIED BY . ~ ~ 23. wETLWO AREA HAVE BEEN
r " ~ 613.98 ` - • , ~ ! PROJECT= 0.35 ACRES. - ~ AREa asruReEO BY TH s ' of ENGINEERS oN 2/17/00. Torsi WETiJWD
~ / ' ~ ` ~ 613.50 10 DI4AINAEJ~ , , ~ i ~ 613.50. ~ - ' ~ •~Nr' WITH HOGWIRE AND WASHED STONE AS SHOWN IN DETAIL 2 L . . ' " ~ 4. IN AREAS ADa4CENT TO THE CREEKS, INSTALL SILT FENCE t~ R:> 2
~ ~ OR BACKWASH CHANNEL IN AN UN08STRUCTID STATE -AND SHALL . ~ ~ 25, THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEL(
/ ~r,~'' ~ , _ ~k% _ . _ o..,uc nc TuF STREAM ALL DEBRIS. LOGS, TIMBER, JUNK AND 0
~ ~ ,-~~i~' q~ 1 , . ~ . ~y 1 i ~ i11T l REMOVE BY HAND FROM IHt t,ruUVNLL AI~V prv.r,.~
~ .a . ik _ , , - ~ i. t , ~.A ' BE USED IN THE S.W.I.M. BUFFER. f 61D Qp ~ . q-'~ ACCUMULAnONS. NO EQUIPMENT SNALL FLOODWAY y - e AY p1STR?CT FRINGE BOUNDARY LINE OR
~r ~ - ~ ~ l / N' ~B'~ ' CnON OR USE WITHIN THE AREAS DELINEATED AS Ft000W 2s. ANY coNSrRU BY THE FLOODwaY RECUU+no?vS 601. ~ NS IMPOSED
. ~ ~ ; ~a;,. _ _ . y'~ T CROACHMENT BOUNDARY UNE IS SUBJECT T4 THE RESTRICnO I ;X DISTRIC EN BURG COUNTY.
~ . _ , - ~ ' • ~ 611.70 - - OF THE CITY OF CHARLOTTE AND MECKI.EN ' THE WET DETENnON PONDS. - - . y' FOR THE INSPECnON AND MAINTENANCE REQUIREMENTS OF 613. ~ ~ 27. SEE SHEET L x
r r ~ . 6,2.00 --y _
_ f ` & MOORE AND AMES DRAWING STATUS
_ . ~ ~ i iN NIDUAL FLOOD STUDY WAS PERFORMED BY D l AN D T RMwATER SERVICES- 11 /29/00.
? 612.~d - ~ . APPROVED 8Y CHARLOTTE-MECKLENBURG S PRELIMINARY } ~ p NOT FOR CONSTRU
/ r 8 - - ~ ,r ~ ~c P ;;a
i~ ~ I .Z ~ ISSUED FOR I F . TION
a~ ~ J l (i I ~ I• . , p CONSTRUC s .s5 ~ 1---.,.
d ~ r ~ ~ ~ ~ ~ ~ ~ - - .30 ~ ~ ` l ~ - -
GHEGK DM4- U9E RIPRAP UNTIL 14 I ~ "r - j' I r' ~ ~WJJ~1. wAtBR, P DICULAR TO THE SURFACE I' ~ ~ ~4~' ~ FFER IS MEASURED HORIZONTALLY ON A LINE ERPEN
I ~ GULVERI'3 ARE INST ~ ~ H °".a ` ? I ~_.__AM7 STADILIlt37 ~ I i ~ ~ ~ ~ ~ ~ DItI V6Ni1Y NOT TO . r 1. THE S.WJ.M. BU TH BANK ON EACH SIDE OF THE STREAM. ~ : ~ E pWNER / CllENI' SIGNATURE , ,,;,d LANDWARD FROM THE TOP OF THE BUFFER ARE TO BE LEFT NO (FADING IS
~ us~D noN cl~c ~ ~ 2. STREAM SIDE AND MANAGED USE ZONES ~
. ~t I f DISTtAi'b!°D 4 ~ ; ALLOWED IN THESE ZONES. OUGHT INTO THE AREA. . I ALLdWED IN THE UPLAND ZONE 8UT NO FlLL MATERW. CAN BE BR -COMMERCIAL. u~TE : t l/t/2000 • ~ C ~ 3. GRADING S 3 BUFFER ZONES. NON
r , 'Y ~ J. ~ ~I STRUCTURES CAN BE PLACED IN ANY OF THE THREE ( ) - ~ 4. NO OCCUPIED ZONES PROVIDED THEY DO NOT EXCEED 150 SQUARE - ~ ;
It• ? ~ - I ~ ' BUILDINGS FOR a'TORAGE CAN BE PLACED IN THE UPLAN ' T ALLOWED IN OR THROUGH THE BUFFER.
a a ~„OODWhY N6E - , ~ m . DITGH ON U'I.MID ZONr:` SI I ~ ~ NELS AND PIPED STORM WATER ARE NO r " ;d + ~ ' ' ~ 5. ENGINEERED OR IMPROVED CHAN MANAGED USE ZONES. DRAINAGE
DI5TIQIGT OOUrD,~dtY ~ ~ _ ®ERM U' TEMP ~ ~ . , ~ 0 DIVL9tt DRAINAGE TO xDIMErIT Dh51 _ - ' ~ NS CANNOT BE PLACED IN THE STREAM SIDE OR ( ` ~ ~ ; ~ TEMPORARY SEDIMENT BA,St ACROSS THE BUFFER TO FlLTER OUT POLLUTANTS. 1 ~ ~ - = IGNED TO ALLOW WATER t0 SHEET FLOW DETAILS • ~ I 0 ~ , 'r , ° ~ _ - AREAS WILL BE DES OI,I. DEVICES OR WETLAND FLOW WILL 8E USED. DESIGN
- . I ~.f P," POOLS ENERGY DISSIPATERS, T STANDARDS I PLUNGE b ~
[s1 _ . . BE OBTAINED FROM CHARLOTTE MECKLENBURG LAND DEVELOPMEN FOR THESE DEVICES CAN
~ ~ yr` - - ~ 1 G1'x"c/w'v~ ~ I MANUAL. CLEARLY MARKED 8Y ORANGE FABRIC FENCING PRIOR TO ANY LAND TET~'ORARY SLOPE : ~ ~ 6. THE OUTSIDE BU,''FER BOUNDARY WILL BE D SILT FENCE RUN SIMULTANEOUSLY, - ~ r
..,y Q _ Y~i'LANDS %RL~A t _ l~ IN DISTURBING ACTT.-7TTES AT THE SITE, WHERE ORANGE FABRIC FENC DR/~ : I"l ~ " Y BE MOUNTED TO THE BACI(SIDE OF THE SILT FEN ,gyp
U_, 0r53'RA~OED- d74~9F. - \ , . ~ ~ F, , THE ORANGE FAEIRIC MA WILL COMPLY WITH THE S.W.I.M. STREAM BUFFER SECnON OF THE L 8 ~ ~ r~ IN THE BUFFER
GUtB INLET i=" , _ - 6 ~ 7. ANY ACIMTY ~ _ ~ ~ ~ DEVELOPMENT STANDARDS MAN NG THE DEI1NEAnON OF EACH ZONE AND A DIMENSION FROM A
~ - . - - ~ ' i ~F~ MS AND BUFFER BOUNDARIES INCLU01 DEEDS FOR ANY LOTS r~ - _ i ; ~ 4;' 8. nf)N ARE SHOWN ON ALL SURVEYS AND RECORD PUTS, INCLUDING fN 1 , ( , , fi SPECIFlC LOCA p~
~ ~ ' AFFECTED' BE DISTRIBUTED TO EACH HOMEOWNER ANO BUILDER
~ ~ p~ ~ n _ . 0 r " ~ ~ " 9. EDUCAnONAL MATERIALS CONCERNING THE BUFFER WILL _ CnON OF THE HOUSE. (MATERIAL IS AVAILABLE THROUGH THE " ~ - PR10R TO LIVING IN THE HOUSE OR STARTING CONSTRU
2 ~ ' Ttr+~o?a~ueY s ~ i c ~ . ~ ~ ~ , ~ ~ _ p fl z - C e~ r pROrECnoN eY cALUNC 33s-55oo). R` I;" MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMEN N1LL BE NOnFlED OF THE BUFFER , =6F 05 SPILLWAY '
_ . .w,... TRUGTION r + m _ . ~ ; - 10. ALL SUB-CONTRACTORS OF THE LAND DEVELOPER AND HOM I c o ~ I~ I' ~ ~ "'I ! REGUTAnONS PRIOR TO DEVELOPMENT.
. ®r~RANGE > , - . , . . _ I , •x~ F ; . INLET (`rYP ~ ~
~ PL.OODWAY DIgTIgIGT
J erGROAGI~r+err Lrt'IE' it ~ l i' EXISTING SIGN --alo-- EXISTING CONTOUR UNE
/ ~ , ? , • ~ t D CONTOUR UNE 4~4~~ ` Lj;' ~ EXIST»dG LIGHT POLE ~e~0 PROPOSE
. ~ i y„ ,x a.T Iy'• ` ` ~ HYDRANT AT10N - - EXISTING FlRE \-81220 PROPOSED SPOT ELEV
~ • r / ~ ~ b RIP RAP AP ~ ~ ~ , RIP RAP AI°RON 4 ~ I=~ - _ EXISTTtVG WATER METER TEMPORARY DIVERSION SWAIF
- , , _ ~ ~ IG ~;f r ~ ~ w - , 1e - Y Ar ~ ' • EXISTING SANITARY SEWER MANHOLE
. AGE INLET PROTECTION - TEMPORARY DRAIN SANITARY SEVER MANHOLE ADING.DWG p PROPaSED GR
. . . ~ ~ . . • e~tl l1~1JIlD TGIE 'i~'~ TEMPORARY SILT fT]VG~ pRp,tECT NO.:
_ it I / r ~ ~ • ~ 1, ~ - - ! ' ,r © l~QS11NG STORM SEWER MANHOLE
~ ~ 1n= , ' , ' ' ~.---i- TfJ~IPORARY TREE PROTEC110N BARRICADE 22 ~ 7 h ij~i, . ~ Z PROPOSED STORM SEWER MANHOLE
Y t ~ I FENCE ' TEMPORARY ORANGE FABRIC 1; ` ~ ' ~ EXISTfVG U11UlY POLE -c--•o . C;
' ' li - 71NG FENCE ORANGE FABRIC SHEET TRIE (16, I x--x- EXLS tEMP. SILT FENCE WITH
•;.c-
r _ . , I ` TTO?''I GR~ ~ OUND ELECTRIC LINE .a ;y ~!E - EXISTING UNOERGR - _ = EXISTING STORM DRAINAGE UNf sus: - - GRADING DRAINAGE _ "i' :o-,~ ~ , , ~ - _ - -SS - - EXISTING SANITARY SEWER UNE _ ...,_.~.-,s~
4 ~ . ~ ~ _ ~ - (I , b . ' 1¦~ PROPOSED STORM DRAIN PIPE . ` ` EROSION CONTROL yp, ~ ~
t ~1 ~Ee~rAL IMi~ J WITH WE7LMtD L !`r'~'I° ® PROPOSED ROOF DRAIN PIPE PROPOSED SANITARY SEWER UNE ~ l PLAN
~ ~ _ BLAGIC ~U NB IUD s NOTg •'1S) GW'~'c Ir~AGr) ~seE ~+o ' _ _ EXiSTM'G WATER UNE ~ ~ LIMITS OF CONSTRUCTION
/ SJ~V.IN: S . . 7 ~ t 1 } ~ PROPEQTY UNE EXCELSIOR LINED GRASS SWALE
' _ ~ ~ ~ I ~ _ r, f • ~ J,- ~ ~ ~ ? EXISTING l?RAINACE STRUCTURE WETLANDS SHEET
t ' - ~,r ~ ~ m . ~,,a.:+.._, i
. ~ ~ _ _ _ - ~ CRY 5r=nlt~r ~ , r ® ! PROPO'~D DRAINAGE STRUCTURE ~ IC SCALE GRAPH t ~ 200'
~ BASIN ~4 !I ~ TOP Of I li'"' } SLOPE FAIN 2S' 60' too' II ~ Q bOS.WT ~ - - i -rSD- TEMP. sG' o
_ ' 1 r _ _ DET75VTION POND ~I . t~ AREA _ :YiTL/~frDS ril ,,I_~ ~ ~ YEAR FL000 FRINGE
l~ ~ WET a a D18 -4842 - - - 100 ' T 2000 w~,~ sue/. ~ (IN FEE ) . cw,~ bl¢
I ~ ~1 ~ h, ~ , ~ TEMP. SILT FENGE WIRE FEMGEJ . ' ~x ~ AREA (lF WETLAND IMPACT d 1 hch ~ 50 ft.
d ; WASHC~ STONE AND ORM18E ! ~ 1 • 1 ~ ' ' ~ ~ TI I~ :t` ' I ~ 4
FABRIG FEI4GIN6 (5EE S.M.IM. BIB NOTF M6)

0
SITE a
WETLAND LINE TABLE J
Nl"MBER BEARING DISTANCE m
WETLAND A This certifies that this copy of the plat identifies as waters and W •Y"~~ WESTLAKE DRIVE ~
' 41" E 43.48 wetlands all areas of waters and wetlands regulated pursuant to L1 S 88 59 o
7' 26' 55" E 68.31 Section 404 of the Clean Water Act as determined by the L2 N 8 ~ ~ _ i $ Z
3° 15' 20" E 48.69 undersigned on this date. Unless there is a change in the law, or L3 N 8 N 78' 06' S8" E 52.98 our published regulations, this determination may be relied upon L4 r ~ N es~ REFERENCE: W
S 59' 10' 05" E 78.78 for a period not to exceed five years from this date. This L5 NAD 83 NC GRID 3
6 N 69' 23' 55" E 69.97 determinotion was made utilizing the 1987 Corps ofi Engineers L a
L7 N 45' 01' 49° E 71.12 Wetland Delineation Manual. 4 L8 N 68' S7' 37" E 70.19 S OUSE
L8A N 86' 2T 04" E 90.51 - S~StNCN pRt~E WE MANS
' 129.86 US Army orps of Engineers Repres tative L9 S 69 48, 45„ E , GSM
L10 S 41 16 34 E 86.52 'gta~a 'r3.t_~'`~.~. L11 S 63 13 39 E 70.55 0
L12 N 68' 48' 08" E 113.99 Title 0
L13 N 83' 33~ 14~: E 92.85 `f - / p 0 D STEELE CREEK ROAD NC 160 s
L14 N 06' 08 16 W 49.13 L15 N 75' 26' 22" W 78.35 Date
L16 N 16' 42' 17" W $2.39
L17 N 04; 35' 07" W 71.80
L18 N 21 49 36 E 60.79 L19 N 05' 57' 18° W 65.70
, „ I L20 N 00' 26 16 E 98.54 ~ EI.R. EIR
+ S SUBDIVISION , ~.R L21 N 57' 13 28 W 99.24 ~ TWELVE OAK flR. W EdR
L22 N 71' 15' 18" W 106.43 I + ' ig-131 I w , ~ , M.B. ~I ~ 3 N 80' 47 39 W 92.36 ~ + ~ L2 , 1 BLOCK 20 F•~
L24 N 71' 29 35 W 110.33 1 1 I I I ~ -`'"'--~i „ SION'~,~ I I o ~ ~ ~1 I I
L25 N 40 25 12 W 110.63 BDIVI ~ 1 ~ KS S 1 ~ ~ t` ,-I rr d' ~ ~ I I TWELV ~ E
L26 N 14' 37 16 W 84.47 VE QA 1 p r, I + c'J I N~ ' 4' 11' W 138.58 T~E~ 9-32a + 1 I 1 r-+ ~ I M L27 N 51 4 , B. 0 1 1 ~ ~ 1 1 H ~ I Ey I I ey W H 1 NI + \ OAKS S T ~ UBDI , N~ WELVE , M.3 VISION OAKS ~ 20-q.
L27A N 6T 17 23 W 92.97 pCK 2 1 1 ~ ~ 1 O O + E'' I E~ w , o N, SUBDI ~ ~ 71 w ,,.r 1 , M.B VISION
' 13 05 W 40.31 BL ~ 1 E-+ O O + a O I E" ~ w L28 N 49 ~ 1 O a ~ \ I N 72' 46' 47" W 89.88 d" L\2 + E'' a I O ~I ~ o x , , 18-280 + ' ~ ~1 ~ o ~ ro , , BLOCg 2 ~ + .s ,
L29 „ N ~ N 1 O ''a i--- I I , I a ~,I O `h L30 S 56' 14 20 W 142.27 + ' 1 O ~I + ' I I " O `h ~ ~ 0 ~ 1•
L31 N 28' 38 53 E 73.08 + ' N „ O ~ I I! 1 eaa. S 00' 06' 4" W ,30 0' .LR ' I ° o ~ ~ ~ ~ \ LOT a , , ° ~ , 0 27
L32 N 24' S4' 50 E 53.67 O ,.a 1 1 I ~I , a a ° r~ , , ~ ~ a ° H o ,
L33 N 06' 57' 47" E 51.29 a + + ~ L34 N 12' 53' S6" W 51.14 ' ~ + - - - - - ~ - ~ a ° a LOT 2
, n 1 ' 0. l44R. X ~ _ CAR E Ic _ . ~ L35 S 79 55 21 E 73.83 s91 - EG _ s 08• a , o 8 _ ~ i36 34~~ W , , ~ c~, ~ Q 449, ~ , T TAL
4' 04' 07" E 68.47 _ ' _ ~ ,.«--..-.2~;:9NU~.~F~ -'.._.~c,.... _ e - _ L36 N 7 _ ~ - - - , „ . ~ - tllLl ssKx. _".8"'~At~jill~ip -y - ~ _ r + s
L37 S 85' 27 03 E 91.02 - ~ - _...u-~ , » ~ ,-v ~ ~ EOGE OF w00DS - ~ L38 N 67 30 49 E 52.38 ~ ~ '
L39 N 59' 36 42 E 64.15 k~~ ENCROACHMENT uNE SEE Nose s
.,..1.•..... L40 S 14' 19 49 E 80.53 - ~ ~ ,
L41 S 31' 52' S0" E 58.85 ' 19' 07" E 125,69 -...•er L42 S 85 r--~•-
L43 S 6T 36' 39" E 96.08 s~M.~• ~ ~ - -,s _ - _ ~ , /~s
S 3T 16' 46" E 55.59 ~ ~ ~ L44 ~ MNjON ~ A58 - - _ A 0
L45 S 86 43 05 E 102.72 C~ ~ ~ w Q / L46 N 86' 45' 24" E 115.59 AREA ~ ' - - - -248 ~
, , r L47 S 82' 16' 16~~ E 102.51 r / \ ' WOODED ~
' 4.61 ~ ~ ~ L49 N 22 33, 00 , W / ~ , _ _ ~ \ r ~ - _ ~ A37 a ~ ' ~ ;i eo0 ~ 9 I 1 H
L50 N 27, 09 58 W 89.00 N i - - - _ _ _ _ L51 N 53 36 43 W 69.13 _ ~ ~ ~ - V O1 m
L52 N 01' 38 49 W 76.20 ~ ~ 1 ~ ~ ~ ~ A ~ ~ ~ i . I . V 01) ~ ~ ~ ~ I \ ~ m ~
L53 N 05' 48' 14" E 99.48 ~ I V ~ _ - \ v w OT 1 I ~ _ ~ _ \ ~ ~ d z~ WOODED / ' • ,
L54 N 42' 19 17 E 93.69 p L ~ \ ~ ~ , ~ ~l~ _ - - ~ a ~ ~ 1 l ~ ~ ~ _ A L55 N 41' 33' 39 E 96.73 ~ ~ - 1 ~ e ~ ~ ~ ~ i
7 E 249.15 \ ` ~ ~ / i ~ 'v ~ L56 N 09 32 5 ~ ~ V ~ ~ WE~LA AREA 2:
L57 N 13' 10' 48" E 133.74 ~ ~ x ~ ~ ` / ~ ~ ~ ~ ~ ~ ? WOODE ~ ~ ~ 89 ~ , 3853 .35 SF 1 1 D ~ Op ~ ~ ~
L58 N 04 38 50 W 64.43 O V , ~ ~ ~ - _ _ ~ ' - _ _ / / i , ~ \ y 1 ~ \ L58A S 18' 02 08 W 76.29 • LQT rA ~ ~ ~ - , , _ ~ ~ i ~ ~ ~ ~ A a fA ~ s~ ~ ~ r ~ I ~ ~ ~ A A \ ~ n rr~ ~ , 1 ~ \ ~i ~ i C0
on ~ i
~ ~ WETLAND X E~ ~ ~ ~ ~ V I v ~ ~ ~ ~ v / I ~ ~ A 1 ~ ~ fL00DWAY FRI GE L~~i+ 4 ~ ~ ~ ~ i ~ ~ 9 ~ pp~ E~yNOTE i j ~ ~ r~ ~ ~ Ca ~ ~ A ~ ~ ~~~.QI~SrLB4~
L59 N 01 ° 57' 10" E 81.18 'v ~ ~ v ~ 1 ~ ~ ~ ~ ~ I WOODED I i ~ I ~
' 2 24 E 136.89 IJ~ V ~ ~ v ~ ~ ~ / ~ v ~ 1 i ~ L60 N 09 5 \ ~ ~ ~ ~ l ~ ~ m ~ - ~ 1 ~
90.67 \ ~ ` ~ ~ ~ l ~ 1 L61 N 09' 42 12 E ~ \ \ \ ' 101.78 v A v woooED v I ~ ~ 1 ~ ~ ` ~ L62 N 08' 36 52 E ~ \ 1 ~ / n I ( ~ ~ ~ \ M~
L63 N 0T 30 08 E 75.12 v v v v WOODED ~ ~ i ~ ~ ~ ~ \ ~ ~ I ~ W ~ v , ~ is
' 21 " E 87.45 4 ~ v v v ~ ~I L64 N 06' 16 I,QT v~ ~ ~ ~ ~ ~ A v v ~ / / i \ I V ~ ~ ~ ~ I wi \ w
L65 N 10' S 1 46 E 140.19 - L66 N 13' 34 16 E 86.74 I ~ ~ v v v v , / I ~ ~ ~ / WOODED I i a ~ \ / ~ ~
L67 N 12' 20 33 E 154.25 _ , s' ~ \ \ i / / ~ i ` I uw \ v v A ~ / I I I
L68 N 01' 56' 10" E 143.00 ~ ~ ~ vv v ~ ~ / / ~ ) ` t, I ~ , ~ w / i i I v v v - ~ ~ \ ~ ter, ~ w ~ 1 ~ ~ s~ I ~ ~ ~ I i M~.
L69 N 05' 50 43 E 204.09 , ~ ~ ~ ~ ~ - ~ ~ , ~ I I 1 f v v v / I N 00' 55 42 E 151.40 I,~T 5 M~ ~ A v v 1 ~ ~ / i I ~ L70 „ "+o o~ N ~ v v v V / ~ / i~ l i v ~ ~ I ~ , i v i ~ ~ I I ~
L71 N 08' 08 48 W 121.52 , ti 3 0 ~ ~ ~ v ~ ~ ' / ~ / ~ ~ o i ~ I ~l o ~ i ~
L71 A N 08' 08 48 W 150.09 ~ \ ~ ~ ~ v ~ ~ ~ / ~ ~ / ~ Nrn \ ~ ~ v ` \ ~i i ~ ~ / I I I \ WOOD ~ ~ i ~ ~ ED , w / ~ ~ a ~ ~ AREA: I :
/ I WETLAND C 'w \ ~ ~ ~ v I ' i ~ ~ ~ I ~ i~ ` 2337487 SQ.Ff, i ~ ~ Ali
S 46' 43' 53" E 84.76 N ~ i V ~ ~ ~ ~ I ~ / / ~ ~ ~ I ) L72 „ LOT g ~ ~ ~ v ~ ~ , ~ , ~ ~ / I ~ ~ / ~ i ~ I , ~ 53.6613 AC. wooDED ~ / I
L73 S 16 43 20 E 62.51 i \ .v v ~ 1 ~ ~ ~ / „ 0. 2 ~ i ~ v ~ ~ l ~ ~ r ~
L73A S 05' 08 05 E 5 2 ~ ~ a°°°.' ~ ~ ~ ~ / ~ / l ~t 1 ~ 1 ~ ~ ~ / ~ / r ~ 1 ~ 1 : (r ~ /
N ~ t l ~ WETLAND B ~ ~ ~ ~ i L ~ ~ / ~ \ ~ o i
L74 N 88' 01 33 E 32.72 ~ ~ , 1 1 WooD~D i ~ ~ i
' 2" E 72.97 0 ~ I / / ~ ~ ~ / I L75 N 63, 40 3 \ ,T 4~ ~ ~ ~ / 24 45 E 16.24 ~ a L76 S 32 ~ ~ ~ ~ / / I i I ~ r r / 2
' ~ I ~ ~ ~ ~ ~ / L76A S 5T 56 57' W i~.92 \ ' i ~ / / I ~ ~ ~ m ~ i I ~ ~ ~ I / ~ ~
S 25' 29 11 E 74.42 ~ i ~ l i ~ i ~ l L77 ~ ~ I , ~~r ~ ~ r
78 S 1 T 33' 25" E 54.10 ~ ~0 \ I i ) I i / I ~ r ~ ~ ~ ~ i ~ ~ I/ ~ _ r
L79 S 34' 15 12 E 112.58 ~ ~ ~ I ` I ~ ~ ~ S 23' 41 56 E 84.61 I ' ~ ~ i / i L80 „ G1 ~ ~ I I I / / / eti5 ~ - _ _ ~ i ~ ~ ~ ~ , ~ ~ i / J~.~~.~Qi A \ . ~ . r
L81 S 05 08 05 E 93.21 ~ I ~ I ~ i ~ wooDED i ~ V° 9tl ~ ~ i / _ ~ ~ 1 ~
L82 S 1T 17 04 E 54.93 Q'' / ~ \ o`o I ~ ~ ~ ~ ~ / / / ~ ~ l , „ 6,40 ~ ti OT ~ o• ~ l ~ t I i / / e L83 S 21' 52 24 E 8 /
~ i \ ~ ~ I 1 4.84 ~ ~ ~ ~ ~ ~ i i ~ / / / L84 S 26' 26 57 E 2 'U G \ 1 V ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ A ~ ~ +
' 46 44 E 115.45 0 I ~ ~ ~ / L85 S 08 ~ , ,y ~ ~ ~a• ~ t
L86 S 21' 15 29 E 114,76 Q> 0 \ ~ WOODED ~ ~ ~ / ~ 0 04' 23 10 E 114.49 \ ^ ) L87 S rp a ~ ! I I ~ ~ ~ l / , i i ~ ~ ~ ~ ~ I
L88 S 12 21 41 E 59.59 ~ r i I / ~ ~ ~ / ~ i ~ ~ / ~ A V ~ t r
L89 S 69 19 40 E ~ ~ \ , I l l ~ 1 pp / 1 / V
L90 S 75' 02' 36" E 92.39 " ~ ,-l ~0' ~ ~ / ~ ~ / ~ / ; I / ~ ~ W LQ ~ l / / / I / ~ L91 S 65' 03' 40" E 92.36 T l ~ / i l ~ ~ e ~ i~ A V ~ V A ~ A 1 / / ~ ~ \ ~ ~I 1 ~N
L92 S 3T 11 39 E 73.74 1~ h i ~ i i l l l I ~ ~i- ,ice/ _ ~ ~ 1 ~ til \
73.87 ~ ~ / i ~ i I L93 S 32 49, 26„ E ~ ~ , ~ - ~ / I I _ ~ t
4 5 34 30 27 E 99.94 \ 0 ~ ~ ~ ~ ~ ' ~ ~ / 1 L95 S 56 04 05 E 110.09 ~ j o~i I , ~ ~ - i / ~ ~ ~ ~ A ~ 1 ~ t 1 0 V 1 1 ` ~ ~
, n ~ ~ / / / ~ / / 1 / I ro L96 S 63' 43 51 E 58.99 ~ i I i ~ ~ ~ / 101.55 ~ I ~ i / ~ ,~o ~ ~ ~ ~ ~ ~ ~ I, ~ ~
L97 S 69' 40 20 E ~ 1 ~ , ~ ~ ~ i _ _ - , n / 1g9~ ~i ~V ~ ~ ~ ~ ~ ~ N _ E OF WOp ~ ~ ~ ~ ~ ~ % '
94.46 ~ ~ ~ ~ ~ - L98 S 69' 24 26 E ~ h , , I ~ i ~ / _ •c,0~ - - 0.16 ~ ~ ~ ~ / ~ i ~ l ~ t0 L99 S 4T 56 47 E 9 LO ^ ~ / I - r ~ ~ ~ ~ _ \
T ~ WOODED ~ ~ ~ ~ ' 30" E 413.68 ~ ~ i ~ i O , L100 S 27 39 13 , , , I i r ~ 3 ~Z~ ~ ~ ~
6.65 / 1 _ ~ ~ l \ o 31 ~ , I 'v E N 26' 36 14 W ti ~ ~ ~ , l L101 ~ ~ ,
L102 N 20' 29 40" W 342.79 / i f \ i ~z ~e2 , ~ " L103 N 31' 58' 53 E 48.46 A. / / i 1 ~i \ ezz ,6D ~ ~ LR. I ~
I , \ ~ ( i L104 N 24' 40 59 E 70.19 A.~ / ~ I I I ~
L105 N 31' 46' 11 E 67.05 ~ ~ / ~ ~ / I ~ ~ % ~i t ~ S 9
' 41 E 90.83 ~ / i / a -.--'_.""~-~i L106 N 19 50 1~ ~ / / / I I I ~1 V" tay L107 N 31 33 50~ E 90.32 ~ ~ ; ~ A ~ ~ ~ ~ 1 E b11. 75.03~~ i ~ is ~ " ~F D ~ ~ A ~ ~ 1.412, 58.83 \ ~ i i~ i'~ i i ~ A ~ ~ 0 + ELEVATION 618.48 ~ ~ ~ i ~ i I A0~ 1 GPS NAiI }
,r \ L108 N 21' 27 33 E 83.86 r,~ / /W ~ OODED ~ ~ ~W / ~ ~ ~ , ~ ~ ~ 1 'c~ 1 E i 1.388.94
. \ rn I FR~f ~ ~ ~ i ~ r/ i r ~ ~ ~ t'; 12.516.52 O \ ~ i ~ i O 1 ~ r 1 ELEV,~gON,~,35 O 1 ~ I ~ W 1 i ~ ~ I r' V\
~ 5 ~-'"r WETLAND A LINEAR FT: 4823.17 ~ ~ ' ~ / g32 k9 ~y ~ ~ ~ ~ 3 ~ ~ < o l 1 ~~A ,1 ~ ~ ~ S I r o r r~ ~ I r ~ v+l I 81 f A3+. i i i 3 f ~ ~ r~ ~ ~ i s I
• 2678.40 ~ I r / e; e, WETLAND 8 LINEAR FT, j I A'-\ 5 i ~ l / l ~ i 1 i 1 . 1' Ud%~ i ~ , r ~ ~ 1 ^ ~ 1 ~
WETLAND C LINEAR FT: 157.63 w ~ l \ ~ I B28 ~ ' 424 S . FT. , ~ ~ ~ ~ ~ $
X NEAR FT: 1724.36 WETLAND I TOTAL LINEAR FT = 9383.56 LQ 1 ~ ~i ~i~ ~ ~ 456 ~ ~ , ~ , I I o ~~'i1 10.4780'AC. I~ ~ ~ ~ ' I ~ 1 0
T ~ ~ . 1 OF MARKED WETLANDS ON SUBJECT PROPERTY 16 ~ 8 1 i i ~`'d i I , I t i i I ~ i' ~ O i 1 ~
1
3 , v~?~lx faARTNERS
WETLAND 1 AREA: 18932.49 SF ~1 ~N1 ~ , WETLAND 2 AREA: 385361.35 SF A ' / I INC MONU
Lo LUW A BA HNSO TOTAL SQUARE FT_ - 404293.84 M , N I ~ . NC. ' i~ ~ I I MENT~, ~ i I 0 DEED 7465-679
~ 2 r OF MARKED WETLANDS ON SUBJECT PROPERTY a` i`, i 11 D i G EED .2 ~ ~ 6946- .6 9.e .98 e w 1 1 E1.41 . i ELEVA71 219X839 98 .
284 , . 9~ I
LOT 9
L WES TLAK E BUSINESS o PARK ~
M.B. 25-27
.00
N N
~ Z tb 20 MIN. 2
f ~ 5UItB 0 nt s ~N. Ob 991=8 s
G ` OB• Fl~ ~ L9 l - ,k .0 OV
VISTA PARTNERS
UTI LITI ES: DEED / g42 ~ ,ti ` fu ~OgOHO ~ 1 " 'IIAIEN UNE pON) 3 ~ " ` \ ' ~
7465-679 NOTES. (App ROYNVh ` RCP•g
POWER DUKE POWER CO. 1. SUBJECT PROPERTY IS ZONED 1-2. S 11
[phone] CONTACT: BILL STEELE 2. LEGEND: mart (60, 13.242 DRIV 1
E.I.P. - EXISTING IRON PIPE PUB LIC TOTAL AREA. R/
~/W w 2,793,911 SQ.FT.
TELEPHONE FLOODWAY NOTE: The Floodway Fringe District Boundary shown on this map is subject to E.I.R. - EXISTING IRON ROD change the outcome of new floodway studies underway by the County Engineering N.I.R. - NEW IRON ROD BELL SOUTH TELECOMMUNICATIONS pending Flood Regulations Policy" adopted by the City of Charlotte (October, E.C.M. - EXISTING CONCRETE MONUMENT
4 NEW CONNECTIONS GLENN SUTTON) Department. The Interim (704) 357-697 ( Mecklenburg County (September, 1999) may affect the proposed construction or R /W - RIGHT-OF-WAY 64.1393 AC.
357-9580 EXISTING SERVICES (CAROLYN LANPHIER) 1999) and improvement of existing structures located on this site. For more information contact: P. -LIGHT POLE (704) L substantial
336-2291 (City Engineering), 336-7246 (County Engineering) or L.P, - POWER POLE CURVE TABLE
WATER & SEWER www.co.mecklenburg.nc.us/coeng/Storm. - NUMBER RADIUS ARC LENGTH BEARING DISTANCE
CHAR.-MECK. UTILITY DEPT. (CMUD) F. H. FIRE HYDRANT W.V. WATER VALVE Cl 40.00 61.26 S 37' 12' 52" E 55.45 +~pinlll~iillnr
[phone] CONTACT: CARL WILSON P.B. - POWER BOX C2 40.00 61.36 S 54' 52' 11" W 55.52 \0\1: C3 1863.40 137.18 N 09' 05' 08" E 137.15 JOB NUMBER: 50269 3
THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS C. B. - CATCH BASIN ' REVISIONS BOUNDARY AND WETLAND SURVEY FOR
GAS MAP ARE APPROXIMATE BASED ON INFORMATION PROVIDED RCP - REINFORCED CONCRETE PIPE 02-09-00 - TO ADD ADDITIONAL
. UTILITY LOCATIONS AS CMP CORRUGATED METAL PIPE PIEDMONT NATURAL GAS Co. BY OTHERS OR BY FIELD LOCATION S,S.M.H. -SANITARY SEWER MANHOLE L-0212 = BOUNDARY AND TOPO. KIRCO
MANHOLE 02-22-00 - TO REMOVE TOPO p •?p ~y; AND SHOW WETLANDS, WESTLAKE DRIVE
R704 4 525-5585 NEW CONNECTIONS (THERESA BOND) SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL 525-5585 EXISTING CONNECTIONS (MEG SCISM) LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED T.M.H. - _ GLOBAL TELEPHONE POSITIONING SYSTEM • FLOOD CERTIFICATION SU... 03-10-00 - TO ADD TOPO AND STEELE CREEK TOWNSHIP, MECKLENBURG COUNTY, NORTH CAROLINA JA
WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION. G.P.S. . S.S.L. -SANITARY SEWER LINE CABLE TELEVISION THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS PARTIALLY WETLAND CERTIFICATION. LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON un11110i ~ TAX PARCELS: 201_271_05 AND 201-141-07, 15
FPE - FLOOD PROTECTION ELEVATION 1-800-632-4949 MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT 64.1393 ACRES AS SHOWN ON THIS MAP IS AGENCY, FEDERAL INSURANCE ADMINISTRATION DATED
3. FLOODWAY FRINGE DISTRICT BOUNDARY SHOWN ON THIS MA ON ELEVATIONS FROM FEDERAL EMERGENCY FEMA' NCY FEMA) _ FEBRUARY 3L 1993 COMMUNITY PANEL 370158 0140 B DEED REFERENCE: 5316-021, 7788-089 & 7465-679 '9
WAS PERFORMED WITHOUT BENEFIT OF A TITLE BASED MAP NUMBER ELEVATIONS DATED FEBRUARY 3, 1 93. THIS SURVEY Y 3, 1993. THIS IS TO CERTIFY THAT ON THE 20th DAY OF JANUARY 2000 AN ACTUAL
COMMITMENT REPORT. R.B. PHARR & ASSOCIATES, P.A. DOES 4. FLOODWAY DISTRICT ENCROACHMENT LINE TAKEN FROM MEC P.A. J FROM MECKLENBURG SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES R.B. P HA R R 8c ASSOCIATES,,
200 100 o ,00 zoo NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY OR MAY COUNTY OFFICIAL FLOOD AREA MAP DATED 4-3-78. SHE 3-78. (SHEET 1408-505) AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON, THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE SURVEYING & MAPPING FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE 1600 (21 NCAC 56) AND THE ERROR OF CLOSURE FOR THIS 420 HAWTHORNE LANE CHARLOTTE, N.C. 28204 TEL. [phone]
SUBJECT PROPERTY ARE SHOWN HEREON. NOT AFFECT THE PARCEL DOES NOT EXCEED ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. CREW DRAWN: REVISED; SCALE: DATE: FILE NO.
Scab In Feet 1' _ 100' SIGNED EM ML ML 1° = 100' JANUARY 20, 2000 W-2507A