20030803 Ver 1_COMPLETE FILE_20030627

O?OF W AT F4 pG
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J
August 25, 2003
DWQ# 03-0803
Rockingham County
Mr. Don Moss
Citizens for Economic Development
371 NC Highway 65, Suite 205
Wentworth, NC 27375
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Moss:
You have our approval, in accordance with the attached conditions, to place permanent fill in 296 linear feet of
perennial streams and 0.0037 acre of wetlands for road crossings, 119 linear feet of perennial streams and
0.00192 acre of wetlands for sewer line crossings, and 0.049 acre of wetlands for lot fill in order to construct the
Eden Industrial Park in Rockingham County, as described in your application received by the Division of Water
Quality (DWQ) on June 30, 2003 and in additional correspondence received July 17, 2003. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Numbers 3404,
3374, and 3402 which can be viewed on our web site at http://h2o.enr.state.no.us/ncwetlands. These
Certifications allow you to use Nationwide Permit Numbers 14, 12, and 39 respectively when they are issued by
the U.S. Army Corps of Engineers. 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, Non-Discharge, and
Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permits expire
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us in writing and you may be required to send us a new application for a new
certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter
and is thereby responsible for complying with all conditions. 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).
For this approval to be valid, you must follow the conditions listed in the attached certifications, as well as the
additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be
put in place within 30 days of the date of this letter or the issuance of the 404 Permits (whichever is later).
A sample deed notification format can be downloaded from the 401/Wetiands Unit web site at
hftp://h2o.enr.state.nc.us/ncwetlands.
2. We understand that you have chosen to contribute to the Wetland Restoration Program in order to
compensate for the impacts to streams. In accordance with 15A NCAC 211 .0402 and 15A NCAC 26
.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
.0506(h) and 15A NCAC 213 .0233(10). Until the Wetland Restoration Program receives and clears your
check (made payable to: DENR - Wetlands Restoration Program), stream impacts (including fill) shall not
occur. Mr. Ron Ferrell should be contacted at [phone] if you have any questions concerning the
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.statc.nc.us/ncwettands)
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Wetland Restoration Program. You have one month from the date of this Certification to make this
payment. For accounting purposes, this Certification authorizes the fill of 296 linear feet of perennial
streams in the Roanoke River Basin, Cataloging Unit 03010103, and 296 linear feet of stream mitigation
are required. Please be aware that the Wetland Restoration Program (WRP) rules require rounding of
wetland impacts to the nearest foot (15A NCAC 2R .0503(b)).
3. The culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions (including the pattern and profile) are to be maintained above and below
locations of each culvert. The culverts shall be designed and installed to allow for aquatic life movement
as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes are installed in a perched manner, the
pipes shall be removed and re-installed correctly. If multiple cells are required, the second and/or third
cells should be placed so that their bottoms are at stream bankfull stage. If multiple pipes or cells are
used, at least one pipe or box should be designed to remain dry during normal flows to allow for wildlife
passage.
The Applicant must submit a plan and receive written approval from this Office to address any head
cutting that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native vegetation and other soft stream bank stabilization techniques must be used where
practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be
placed in the streambed, unless specifically approved by the Division of Water Quality.
4. Concrete shall not be allowed to come in contact with surface waters until cured.
5. Instream work shall be prohibited from March 15th through June 30th in order to minimize impacts on
spawning fish.
6. A final, written stormwater management plan shall be approved in writing by this Office before the
impacts specified in this Certification occur per condition no. 3 in General Certification 3402. The
stormwater management plan must include plans and specifications for stormwater management facilities
that are appropriate for surface waters classified as Class C and designed to remove 85% TSS according
to the most recent version of the NC DENR Stormwater Best Management Practices Manual. These
facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved
by the Division of Water Quality. 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. The structural stormwater practices
as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to
the structural stormwater practices shall be made without written authorization from the Division of Water
Quality.
7. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible parry shall complete the attached form and return it to the 401/Wetlands
Unit of the NC Division of Water Quality upon completion of the project. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate
of Completion form.
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 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy
Denise M. Poulos, ECS, Ltd., 6909 International Drive, Suite 103, Greensboro, NC 27409
030803
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Citizens for Economic Development has permission as outlined
below to fill 296 linear feet of perennial streams and 0.0037 acre of wetlands, 119 linear feet of perennial
streams and 0.00192 acre of wetlands, and 0.049 acre of wetlands in order to construct the Eden Industrial
Park in Rockingham County, North Carolina. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION: Eden Industrial Park
COUNTY: Rockingham
BASIN/SUBBASIN Roanoke (03-01-01-03)
Impacts:
296 linear feet of perennial streams
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Mitigation:
296 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In
correspondence dated June 26, 2003, the WRP indicated that up to 592 linear feet of stream mitigation will be
conducted by WRP if necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must
be rounded to the nearest foot and acreage requirements must be rounded to one-quarter acre increments
according to 15 2r.0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 211 .0503. If you choose this option, please sign
this form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the
appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS
BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]

7 F?
ENGINEERING CONSULT 1VI E§, LTD.
Geotechnical - Construction Materials - #konriental
?; • June 23, 2003
Mr. John Dorsey
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina, 27699-1650
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
Eden Industrial Park
Rockingham County, Eden, North Carolina
ECS Project G-3517
Dear Mr. Dorsey:
WEXVDS/401 GROUP
JJty 8 103
07MQUALIIYSECRO
N
Please find seven copies of the Pre-Construction Notification Application for the above referenced
project. The site is approximately 362.25 acres in area and is located Harrington Highway (NC 770) in
Eden North Carolina (Figure 1). The site is being evaluated for development with the Eden Industrial
Park.
The Dan River is located near the western boundary of the site and several tributaries to the Dan River
cross the site. Engineering Consulting Services, Ltd. delineated streams and wetlands at the site in
December 2000. The delineation was verified by Mr. John Thomas at that time. The streams and
wetlands are depicted on the Wetland Impact Exhibit prepared by Stimmel Associates, PA.
In order to develop the site, roads must be constructed, lots graded and sanitary sewer lines installed.
The following impacts are proposed and are illustrated on Exhibits 1 through 9:
Road Crossings (Exhibits 1, 2 and 4): - 296 linear feet of stream impact.
0.0037 acres wetland impact.
Lot fill (Exhibit 3)
Sewer line (Exhibit 5, 6, 7, 8, 9)
0.049 acres wetland impact
119 linear feet of stream impact
0.00192 acres wetland impact
This development has been carefully planned to avoid and minimize wetland and stream impacts. In the
original layout, the road impacted 0.18 acres of wetlands and 391 if of stream channel. The road has
been shifted to reduce the wetland impact from 0.18 acres to 0.0037 acres. The use of headwalls reduces
the stream impact from 391 if to 2961f. In addition, the culverts will be buried approximately six inches
below the bottom of the channels to facilitate movement of aquatic organisms.
We propose payment to the WRP for the impact to 296 linear feet of stream channel associated with road
construction. This mitigation is proposed on a 1:1 basis. In addition, as shown on the Wetland Impact
Exhibit, a 100 foot buffer will be maintained along perennial stream channels and a 50 foot buffer will be
maintained along intermittent stream channels. In order to improve water quality, approximately 7.22
acres of wetlands will be created to treat storrnwater.
---.,_ .- -- --- --- -_ ------- _-_------------------- --_._..___.._._-- ------
6909 International Drive, Suite 103 - Greensboro, NC 27409 - [phone] - Fax [phone]
Offices: Aberdeen, MD - Atlanta, GA - Austin, TX - Baltimore, MD - Chantilly, VA - Charlotte, NC - Chicago, IL - Cornelia, GA • Pallas, TX
Danville, VA - Frederick, MD • Fredericksburg, VA - Greensboro, NC - Greenville, SC - Norfolk, VA - Orlando, FL a Raleigh, 'NC
Richmond, VA - Roanoke, VA - San Antonio, TX - Williamsburg, VA - Wilmington, NC - Winchester, VA
Section 401 Permitting
Eden Industrial Park
ECS Project G-3517
A stormwater management plan is currently being developed by Stimmel Associates, PA. Mr. Todd St.
John has been contacted concerning the requirements for this site.
On behalf of Citizens for Economic Development, Inc., I am requesting that a 401 Water Quality
Certification be issued to authorize the following impacts: 296 linear feet of stream channel and 0.0037
acres of wetlands associated with road construction; 0.049 acres of wetlands associated with lot fill; and,
119 linear feet of stream channel and 0.00192 acres of wetlands associated with the installation of
sanitary sewer lines at the site.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
QunLQ?Mpc?
Denise M. Poulos
Principal Scientist
Attachments: Pre-Construction Notification Application
$475 Water Quality Certification Fee
2
?0F WATF9 p Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O North Carolina Department of Environment and Natural Resources
CO t'
5 Alan Klimek, P.E., Director
5 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 3, 2003
DWQ # 03-0803
Rockingham County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Citizens for Economic Development
Attn: Mr. Don Moss
371 NC 65, Suite 205
Wentworth, NC 27375
Subject Property:
Eden Industrial Park
Dear Mr. Moss:
" Y5 t
On June 30, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of commercial fill in Rockingham County. Approval from
DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance V = 100 feet) so we
can begin to determine your projects' compliance with 15A NCAC 2H .0500.
Site Plan Details
1. Please indicate all stormwater outfalls on the site plan. For example, inlet and outlet pipes to
proposed stormwater wetlands.
2. Please show grading plan for proposed lot layout as overlays on site plan.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
incerely,
JRD/bs
in R. Dt
1 Water
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Denise Poulos, ECS, 6909 International Drive, Suite 103, Greensboro, NC 27409
Program

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http•//h2o enr state ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
Office Use Only: ?d Fprm Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing F L L ?
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12, 39 and 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: X
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Citizens for Economic Development
Mailing Address: 371 NC 65, Suite 205
Wentworth. NC 27375
Attn: Mr. Don Moss
Telephone Number: 336-342-8138 Fax Number: 336-342-8375
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Denise M. Poulos
Company Affiliation:
Mailing Address:
Suite 103 - ?"`vur
Greensboro, NC 27409 ??` ! !1!(?.a
Telephone Number: 336-856-7150 Fax Number:
E-mail Address: dnoulos(a,ecslimited.com
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Eden Industrial Park
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Rockingham Nearest Town: Eden
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Eden: South on Hwy 770
cross the Dan River, the site is on the right.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 362.25 Acres
7. Nearest body of water (stream/river/sound/ocean/lake):
Dan River
8. River Basin: Dan/Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/map,-,/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undeveloped and partially wooded.
The surrounding areas contain wooded land, agricultural land and light residential
development.
10. Describe the overall project in detail, including the type of equipment to be used: The site
Page 2 of 8
is being developed with an industrial park. Trucks, loaders, trackhoes, pans, etc. will
be used to construct the project.
11. Explain the purpose of the proposed work: In order to develop the site with an industrial
park, roads must be constructed across tributaries to the Dan River. In addition, a
sanitary sewer line will be installed to serve the site.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Notification of Jurisdictional Determination was issued for the site on April 8, 2003. A
copy is attached
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
It is not anticipated that future permit requests will be made for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: In order to develop the site,
Page 3 of 8
roads will be constructed, lots will be graded and sanitary sewer lines will be installed. The
impacts are as follows: road construction-2961f stream channel and 0.0037 acres wetlands;
lot grading-0.049 acres wetlands; sanitary sewer lines-119 if stream and 0.0019 acres
wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
#2 (road) fill 0.0037 801f forested
#3 (lot fill.) fill 0.049 1001f forested
#9 (sewer line) fill 0.0019 adjacent forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.femagov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wctland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.78 acres
Total area of wetland impact proposed: 0.055 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
#1 (road) culvert/rip-rap 149 If UT to Dan River 10-12 feet perennial
#4 (road) culvert/rip-rap 1471f UT to Dan River 3-5 feet perennial
#5 (sewer line) pipe 231f UT to Dan River 3-5 feet perennial
#6 (sewer line) pipe 201f UT to Dan River 3-5 feet perennial
#7 (sewer line) pipe 20 If UT to Dan River 3-5 feet perennial
#8 (sewer line) pipe 20 if Uto Dan River 3-5 feet perennial
#9 (sewer line) pipe 36 If to Dan River 3-5 feet perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozonc.com,
www.mapquest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: 296 if (roads), 119 if
(sewer line)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact
applicable)
(if (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation Several stormwater ponds will be constructed in the uplands. They are
described on the Wetland Impact Exhibit prepared by Stimmel Associates, PA.
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): X uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This development has been carefully planned to avoid and minimize wetland and
stream impacts. In the original layout, the road impacted 0.18 acres of wetlands and 391 if
of stream channel. The road has been shifted to reduce the wetland impact from 0.18 aces
to 0.0037 acres. The use of headwalls reduces the stream impact from 391 if to 296 If. In
addition, the culverts will be buried approximately six inches below the bottom of the
channels to facilitate movement of aquatic organisms.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
We propose payment to the WRP for the impact to 296 linear feet of stream channel
associated with road construction. This mitigation is proposed on a 1:1 basis. In
addition, as shown on the Wetland Impact Exhibit, a 100 foot buffer will be maintained
along perennial stream channels and a 50 foot buffer will be maintained along
intermittent stream channels. In order to improve water quality, approximately 7.22
acres of stormwater wetlands will be created to treat stormwater.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 2961f
Page 6 of 8
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Page 7 of 8
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
if buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
When developed, the site will have approximately 52.71% impervious surfaces.
Stormwater wetlands will be created to treat stormwater. More specific details regarding
the proposed stormwater controls are contained on the Wetland Impact Exhibit prepared by
Stimmel Associates, PA. Additionally, Mr. Todd St. John with NCDWO has been
contacted concerning stormwater issues for the site.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
When developed, the site will receive municipal sewer services from the Town of Eden.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
-Applicant/Agent's Signature 'Date '
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

PARTNERSHIP FOR ECONOMIC and TOURISM DEVELOPMENT
Partnering for Economic Progress in Rockingham County, N.C.
May 7, 2003
f
Ms. Denise Poulos
ECS LTD
6909 International Drive, Suite 103
Greensboro, NC 27409
Ref: Eden Industrial Park
Denise,
This letter is to confirm your-authorization to act as our agent in wetland matters
pertaining to the site. This includes U.S. Army Corps of Engineers verification and
applying for 404/401 permits.
Sincerely,
Donald L. Moss, Jr.
President

f
371 NC 65, Suite 205
PO Box 205
Wentworth, NC 27375-0205
Phone: [phone]
Fax: [phone]
Email: [e-mail]
RECEIVED
U.S. , RMY CORPS OF ENGINEERS A P R J
Wilmington District
Action ID: 200320655 County: Rockingham
NOTIFICATIONiOF JURISDICTIONAL DETERMINATION
Property
Owner Citizens for Economic Development,
Inc.
Address Post Office Box 205
Reidsville, NC 27375
Telephone Number
Authorized
Agent En ing Bering Consulting Services, Ltd.
Attn: Denise Poulos
Address 6909 International Drive, Suite 103
Greensboro NC 27409
Telephone Number 336-856-7150
Size and Location of Property (waterbody, Highway name/number, town, etc.): The project (Eden
Industrial Park) is located on the west side of NC 770 south of the Dan River, in Eden, Rockingham
County, Vorth Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high watermarks, located adjacent to the Dan River, above headwaters,'in the Roanoke River Basin.
Indicate Which of the Followine Apply:.
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and bur present workload; our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a -Consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that-you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiFtion have been explained to you.,,. Unless there is a.,change in the law or our published regulations, this
dete"ination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification. 1%i
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violbtion of Section 301 of the Clean Water Act (33 USC 1311). A
...permit is not required for work on the property restricted entirely to existing high ground. If you
have ; any questions regarding the Corps of Engineers regulatory" program, please contact
Tbdd Tugwell at telephone number (919) 876 - 8441 extension 26
Project Manager Signature
Date_ April 8, 2003 iration 15ate April 8, 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED. TO THE YELLOW (FILE) COPY OF THIS FORM.
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USGS TOPOGRAPHIC MAP SITE LOCATION MAP
SOUTHWEST EDEN, NC LTD PROPOSED EDEN INDUSTRIAL PARK
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DATED 1971, REVISED 1994 EDEN, NC
SCALE: 1"=2,000' ENGINEERING ECS PROJECT G-3817
CONSULTING
SERVICES,LTD
601 N. Trade Street date: 4/29/03 job #: 02-032
sapa s?rte 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1"=6V sheet 1 of 89
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 1
fax form

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sapa 601 N. Trade Street
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Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1',=6o' sheet 2 of
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27101-2916
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Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 3
fax form
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sapa 601 N. Trade Street date: 4/29/03 job #: 02-032
sulte zoo
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1 °=6'V sheet 4 of 49
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 4
fax form
PROPOSED CULVERT
147 LF STREAM IMPACT
HEADVALL
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sot N. Trade Street date: 4/29/03 job #: 02-032
sapa Suite zoo
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1"=6V sheet 5 of 6q
Civil Engineering P: 338.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 5
fax form
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sapa 601 N. Trade Street
Suite 200
Winston Salem, NC
27101-2916
Landscape Architecture
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6'V sheet 6 of 89
description: EXHIBIT 6
Civil Englneering P. 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
0+00 1+00
601 N. Trade Street
sapa Suite 200
Winston Salem, NC
27101-2916
4; V Landscape Architecture
Civil Engineering P: 336.723 ' 1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6'V sheet 7 of 9%
description: EXHIBIT 7
PRAR STIR
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53+00
sapa 601 N. Trade Street
Suite 200
Winston Salem, NC
27101-2916
Landscape Archhecture
Civil Engineering P: 336.723.1D67
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6V sheet 8 of lick
description: EXHIBIT 8
-EXISTIN"TREAM
P

6+00 7+00 8+00
601 N. Trade Street date: 4/29/03 job #: 02-032
sapa site 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1"=6V sheet 9 of 9
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 9
fax form

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Civil Engineering P: 336.723.1067
Stimmei Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6'V sheet 5 of 6 C1
description: EXHIBIT 5
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Winston Salem, NC
27101-2916
9; V Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmei AS50dates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6'V sheet 6 of 69
description: EXHIBIT 6

5
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Suite 200
sapaWinston Salem, NC
27101-2916
Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6'V sheet 7 -Of a 9r,
description: EXHIBIT 7
50+00 51+00 52+00
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,,.2 27101-2916
Landscape Architecture
Civil Engineering P: 336.723,1067
Stimmal Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6V sheet 8 of is Ck
description: EXHIBIT 8
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601 N. Trade street date: 4/29/03 job #: 02-032
sapa suns zoo
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1"=6V sheet 9 of 9
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 9
fax form
c .? / , rho
37 LF (OF. !SSW,. #103
STREAM IMPA?gT ' r Io
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?-age I of 1
PARTNERSHIP FOR ECONOMIC and TOURISM DEVELOPMENT
Partnering for Economic Progress In Rockingham County, N.C.
May 7, 2003
f
„ Ms. Denise Poulos
ECS LTD
6909 International Drive, Suite 103
Greensboro, NC 27409
Ref: Eden Industrial Park
Denise,
This letter is to confirm your authorization to act as our agent in wetland matters
pertaining to the site. This includes U.S. Army Corps of Engineers verification and
applying for 404/401 permits.
Sincerely,
Donald L. Moss, Jr.
President

r
371 NC 65, Suite 205
PO Box 205
Wentworth, NC 27375-0205
Phone: [phone]
Fax: [phone]
Email: [e-mail]

RECEIVED
U.S. ?RMY CORPS OF ENGINEERS A P R •i
Wilmington District
Action ID: 200320655 County: Rockingham
i NOTIFICATIONiOF JURISDICTIONAL DETERMINATION
Property
Owner Citizens for Economic Development
Inc.
Address Post Office Box 205
Reidsville, NC 27375
Telephone Number
Authorized
Agent Engineering Consulting Services, Ltd.
Attn: Denise Poulos
Address 6909 International Drive, Suite 103
Greensboro NC 27409
Telephone Number 336-856-7150
Size and Location of Property (waterbody, Highway name/number, town, etc.): The project (Eden
Industrial Park) is located on the west side of NC 770 south of the Dan River, in Eden, Rockingham
County, 1-4orth Carolina. ,
Basis for Determination. The site contains wetlands and stream channels with indicators of ordinary
high watermarks, located adjacent to the Dan River, above headwaters, 1. the Roanoke River Basin.
Indicate Which of the Following Aprly:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and bur present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a ;,consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that,you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot-have been delineated, and the limits of the Corps
jurisdiption have been explained to you.,. Unless there is a,, hange in the law or our published regulations, this
dete"ination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulatinns, this determination may be relied upon for a period not to exceed five years from the
date of this notification. i
Placement of dredged or fill material in wetlands on this property without a Department of the
Army. Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have :any questions regarding the Corps of Engineers regulskoryY program, please contact
Todd Tugwell at telephone number _(919) 876 - 8441 extension 26
Project Manager Signature
Date_ April 8, 2003 ck#irat'ion ate April 8, 2008
z ..
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED. TO THE YELLOW (FILE) COPY OF THIS FORM.

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sapa 601 N. Trade Street date: 4/29/03 job #: 02-032
Suite 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Archttecture scale: 1"=60'H 1"=6V sheet 1 of 89
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 1
fax form

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Sufte 200
sapawinston Salem, NC
27101-2916
Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29103 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60' sheet 2 of 9
description: EXHIBIT 2
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WETLAND IMPACT 165 SF
CROSSED HATCHED AREA
sapa 601 N. Trade Street
Slte 200
Winston Salem, NC
27101-2916
Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmei Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H I "=6V sheet 8 of a
description: EXHIBIT 8
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sapa Su1 N Trade Street date: 4/29/03 job #: 02.032
Sulte 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1 "=60*H 1"=6V sheet 5 of ?q
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 5
fax form
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601 N. Trade Street date: 4/29i03 job #: 02-032
sapa suna 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1' =so' sheet 3 of 0'7
Civil Engineering P: 338.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 3
fax form
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S601 uite N. Trade Street sate: 4/29103 )Ob 02-032
sapa suite 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1"=6V sheet 9 of 9
Civil Engineering P: 336.723.1067
,Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 9
fax form
37 LF (OF U I SSMH . #103
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Office Use Only: Form Version May 2002
USACE Action ID No. DWQ?
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12, 39 and 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: X
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Citizens for Economic Development
Mailing Address: 371 NC 65, Suite 205
Wentworth, NC 27375
Attn: Mr. Don Moss
Telephone Number: 336-342-8138 Fax Number: 336-342-8375
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy oft ] letter
must be attached if the Agent has signatory authority for the owner app scan .) ?"
Name: Denise M. Poulos JUN
Company Affiliation: ECS, Ltd.
Mailing Address: 6909 International Drive
Suite 103
Greensboro, NC 27409
Telephone Number: 336-856-7150 Fax Number: 336-856-7160
E-mail Address: dpoulos(a,ecslimited.com
Pagel of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Eden Industrial Park
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Rockingham Nearest Town: Eden
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Eden: South on Hwy 770
cross the Dan River, the site is on the right.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 362.25 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Dan River
8. River Basin: Dan/Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htti)://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undeveloped and partially wooded.
The surrounding areas contain wooded land, agricultural land and light residential
development.
10. Describe the overall project in detail, including the type of equipment to be used: The site
Page 2 of 8
is being developed with an industrial park. Trucks, loaders, trackhoes, pans, etc. will
be used to construct the project.
1 I . Explain the purpose of the proposed work: In order to develop the site with an industrial
park, roads must be constructed across tributaries to the Dan River. In addition, a
sanitary sewer line will be installed to serve the site.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Notification of Jurisdictional Determination was issued for the site on April 8, 2003. A
copy is attached.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
It is not anticipated that future permit requests will be made for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: In order to develop the site,
Page 3 of 8
roads will be constructed, lots will be graded and sanitary sewer lines will be installed. The
impacts are as follows: road construction-2961f stream channel and 0.0037 acres wetlands,
lot grading-0.049 acres wetlands, sanitary sewer lines-119 if stream and 0.0019 acres
wetlands.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
#2 (road) fill 0.0037 801f forested
#3 (lot fill) fill 0.049 100 if forested
#9 (sewer line) fill 0.0019 adjacent forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hiip://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.78 acres
Total area of wetland impact proposed: 0.055 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
#1 (road) culvert/rip-rap 1491f UT to Dan River 10-12 feet perennial
#4 (road) culvert/rip-rap 1471f UT to Dan River 3-5 feet perennial
#5 (sewer line) pipe 23 If UT to Dan River 3-5 feet perennial
#6 (sewer line) pipe 201f UT to Dan River 3-5 feet perennial
#7 (sewer line) pipe 20 if UT to Dan River 3-5 feet perennial
#8 (sewer line) pipe 20 if UT to Dan River 3-5 feet perennial
#9 (sewer line) pipe 361f UT to Dan River 3-5 feet perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mgpquest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: 296 If (roads), 119 if
(sewer line)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation Several stormwater ponds will be constructed in the uplands. They are
described on the Wetland Impact Exhibit prepared by Stimmel Associates, PA.
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): X uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This development has been carefully planned to avoid and minimize wetland and
stream impacts. In the original layout, the road impacted 0.18 acres of wetlands and 391 if
of stream channel. The road has been shifted to reduce the wetland impact from 0.18 aces
to 0.0037 acres. The use of headwalls reduces the stream impact from 391 If to 296 If. In
addition, the culverts will be buried approximately six inches below the bottom of the
channels to facilitate movement of aquatic organisms.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
We propose payment to the WRP for the impact to 296 linear feet of stream channel
associated with road construction. This mitigation is proposed on a 1:1 basis. In
addition, as shown on the Wetland Impact Exhibit, a 100 foot buffer will be maintained
along perennial stream channels and a 50 foot buffer will be maintained along
intermittent stream channels. In order to improve water quality, approximately 7.22
acres of stormwater wetlands will be created to treat stormwater.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 296 If
Page 6 of 8
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No x ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Page 7 of 8
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
if buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
When developed, the site will have approximately 52.71% impervious surfaces.
Stormwater wetlands will be created to treat stormwater. More specific details re ag rding
the proposed stormwater controls are contained on the Wetland Impact Exhibit prepared by
Stimmel Associates, PA. Additionally, Mr. Todd St. John with NCDWO has been
contacted concerning stormwater issues for the site.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
When developed, the site will receive municipal sewer services from the Town of Eden.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
--Al-plicant/Agent's Signature 'Date '
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
sapa 601 N. Trade Street date: 4/29/03 job #: 02-032
Suite 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1"=60'H 1"=6V sheet 6 of $ 9
Civil Engineering P: 336.723.1067
Stimmei Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 6
fax form
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SOURCE: FIGURE 1
USGS TOPOGRAPHIC MAP
SOUTHWEST EDEN, NC
LTD SITE LOCATION MAP
PROPOSED EDEN INDUSTRIAL PARK
QUADRANGLE HARRINGTON HIGHWAY

DATED 1971, REVISED 1994 EDEN, NC
SCALE: 1"=2,000' ENGINEERING
CONSULTING ECS PROJECT G-3517
SERVICES,LTD
B? 7i1L(`I.L?1
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ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental

Mr. John Dorsey
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina, 27699-1650
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
Eden Industrial Park
Rockingham County, Eden, North Carolina
ECS Project G-3517
Dear Mr. Dorsey:
June 23, 2003
W"*DS1401 r-Roup
J+J1 iI) ?003
OATEpQUALINSECTjo
N
Please fmd seven copies of the Pre-Construction Notification Application for the above referenced
project. The site is approximately 362.25 acres in area and is located Harrington Highway (NC 770) in
Eden North Carolina (Figure 1). The site is being evaluated for development with the Eden Industrial
Park.
The Dan River is located near the western boundary of the site and several tributaries to the Dan River
cross the site. Engineering Consulting Services, Ltd. delineated streams and wetlands at the site in
December 2000. The delineation was verified by Mr. John Thomas at that time. The streams and
wetlands are depicted on the Wetland Impact Exhibit prepared by Stimmel Associates, PA.
In order to develop the site, roads must be constructed, lots graded and sanitary sewer lines installed.
The following impacts are proposed and are illustrated on Exhibits 1 through 9:
Road Crossings (Exhibits 1, 2 and 4): - 296 linear feet of stream impact.
0.0037 acres wetland impact.
Lot fill (Exhibit 3)
Sewer line (Exhibit 5, 6, 7, 8, 9)
0.049 acres wetland impact
119 linear feet of stream impact
0.00192 acres wetland impact
This development has been carefully planned to avoid and minimize wetland and stream impacts. In the
original layout, the road impacted 0.18 acres of wetlands and 391 if of stream channel. The road has
been shifted to reduce the wetland impact from 0.18 acres to 0.0037 acres. The use of headwalls reduces
the stream impact from 391 if to 296 If. In addition, the culverts will be buried approximately six inches
below the bottom of the channels to facilitate movement of aquatic organisms.
We propose payment to the WRP for the impact to 296 linear feet of stream channel associated with road
construction. This mitigation is proposed on a 1:1 basis. In addition, as shown on the Wetland Impact
Exhibit, a 100 foot buffer will be maintained along perennial stream channels and a 50 foot buffer will be
maintained along intermittent stream channels. In order to improve water quality, approximately 7.22
acres of wetlands will be created to treat stormwater.
6909 International Drive, Suite 103 • Greensboro, NC 27409 • [phone] • Fax [phone]
Offices: Aberdeen, MD • Atlanta, GA • Austin, TX • Baltimore, MD • Chantilly, VA - Charlotte, NC • Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, MD • Fredericksburg, VA • Greensboro, NC • Greenville, SC • Norfolk, VA • Orlando, FL • Raleigh, NC
Richmond. VA • Roanoke. VA • San Antonio. TX • Williamsbure. VA • Wilmineton. NC - Winchester. VA

Section 401 Permitting
Eden Industrial Park
ECS Project G-3517
A stormwater management plan is currently being developed by Stimmel Associates, PA. Mr. Todd St.
John has been contacted concerning the requirements for this site.
On behalf of Citizens for Economic Development, Inc., I am requesting that a 401 Water Quality
Certification be issued to authorize the following impacts: 296 linear feet of stream channel and 0.0037
acres of wetlands associated with road construction; 0.049 acres of wetlands associated with lot fill; and,
119 linear feet of stream channel and 0.00192 acres of wetlands associated with the installation of
sanitary sewer lines at the site.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
Denise M. Poulos
Principal Scientist
Attachments: Pre-Construction Notification Application
$475 Water Quality Certification Fee
2

PARTNERSHIP FOR ECONOMIC and TOURISM DEVELOPMENT
Partnering for Economic Progress In Rockingham County., N.C.
May 7, 2003
Ms. Denise Poulos
ECS LTD
6909 International Drive, Suite 103
Greensboro, NC 27409
Ref: Eden Industrial Park
Denise,
This letter is to confirm your =authorization to act as our agent in wetland matters
pertaining to the site. This includes U.S. Army Corps of Engineers verification and
applying for 404/401 permits.
Sincerely,
Donald L. Moss, Jr.
President

t
371 NC 65, Suite 205
PO Box 205
Wentworth, NC 27375-0205
Phone: [phone]
Fax: [phone]
Email: [e-mail]

RECEIVED
U.S. ARMY CORPS OF ENGINEERS A P R J
Wilmington District
Action ID: 200320655 County: Rockingham
NOTIFICATIOMOF JURISDICTIONAL DETERMINATION
Property
Owner Citizens for Economic Develovment
Inc.
Address Post Office Box 205
Reidsville, NC 27375
Telephone Number
Authorized
Agent Engineerine Consulting Services. Ltd.
Attn: Denise Poulos
Address 6909 International Drive. Suite 103
Greensboro, NC 27409
Telephone Number 336-856-7150
Size and Location of Property (waterbody, Highway name/number, town, etc.): The project (Eden
Industfial Park) is located on the west side of NC 770 south of the Dan River, in Eden, Rockingham
County, 4North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to the Dan River, above headwaters, in the Roanoke River Basin.
Indicate Which of the Following Apnly:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property. ' .,
Because of the size of your property and our present workload, our identifcaiion and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a Consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that.you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiption have been explained to you.,.. Unless there is a.change in the law or our published regulations, this
deters ination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the pecmit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulatinnc, this determination may be relied iipon for a period not to exceed five years from the
date of this notification. ' -
Plac mkt of dredged or fill material in wetlands on this property without a Department of the
Army! Permit is in most eases a violbtion of Section 301 of the Clean Water Aet (33 USC 1311). A
..,permit is not required for work on the property restricted entirely to existing high ground. If you
have :any questions regarding the Corps of Engineers reguWtory7' program, please contact
Tbdd Tuawell at telephone number (919) 876 - 8441 extension 26
Project Manager Signature
Date, April 8, 2003 iate April 8, 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED. TO THE YELLOW (FILE) COPY OF THIS FORM,
s?
sapa 601 N. Trade Street
Suite zoo
Winston Salem, NC date: 4/29/03 job #: 02-032

project: EDEN INDUSTRIAL PARK

Landscape Architecture 27101-2916
scale: 1"=60'H 1"=6V sheet 1 of 89
Civil Engineering
Stimmel Associates, PA Land Planning P: 336.723.1067
F: 336.723.1069
description: EXHIBIT 1
fax form

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27101-2916
Landscape Architecture
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: V=60' sheet 2 of = 9
description: EXHIBIT 2
Civil Engineering P. 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
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WETLAND IMPACT 165 SF
CROSSED HATCHED AREA
601 N. Trade Street date: 4/29/03 job #: 02-032
sapa Suite 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
Landscape Architecture 27101-2916 scale: 1 "=60' sheep 3 of $ -7
Civil Engineering P: 336.723.1067
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Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 4
fax form
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sapa 601 N Trade Street
Suite 200
Winston Salem, NC
27101-2916
Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6V sheet 5 of tq
description: EXHIBIT 5
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Landscape Architecture scale: 1"=60'H 1"=6V sheet 6 of 69
Civil Engineering P: 336.723.1067
Stimmal Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 6
fax form

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sapa 601 N. Trade Street
Suite 200
Winston Salem, NC
27101-2916
Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1'1=6'V sheet 7 -of !%
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Stimmel Associates, PA Land Planning F: 336.723.1069
fax form
date: 4/29/03 job #: 02-032
project: EDEN INDUSTRIAL PARK
scale: 1"=60'H 1"=6V sheet 8 of 8
description: EXHIBIT 8
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Landscape Archkecture scale: 1"=60'H 1"=6V sheet 9 of 9
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 9
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North Carolina Wildlife Resources Commission ?ti,l
(;harks R. Fullwood, Fxccutivc Director
?ptCT! IN-no. f? ,P4
AUG 2003
MEMORANDUM of
TO: John Dorney, Wetland Scientist
Wetlands/401 Water Quality Certification Unit
ion of Water
ua
Cf?,n?x?-sue ?
C
FROM: Danielle R. Pender, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 6 August 2003
SUBJECT: Pre-construction Notification Application for Eden Industrial Park, Rockingham
County, North Carolina. DWQ ID: 030803
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have
reviewed the subject document and we are familiar with the habitat values of the area. Our
comments are provided in accordance with provisions of the Clean Water Act of 1977 (as
amended), the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-
667d), North Carolina General Statutes (G.S. 113-131 et seq.), and the North Carolina
Administrative Code 15A NCAC 101.0102.
The applicant proposes to impact 296 linear feet (If) of perennial stream channel due to
road crossings, 119 if of perennial stream channel due to sewerline crossings, and 0.055 acre of
wetland due to a road crossing, lot fill, and a sewerline for the construction of an industrial park.
Impacts will occur to tributaries of the Dan River in the Roanoke River basin. Total impervious
surface is reported at 52.71 %. The applicant proposes to construct 7.22 acres of stormwater
wetlands, maintain a 100 foot buffer on perennial streams, and a 50 foot buffer on intermittent
streams, and provide payment into the WRP at a 1:1 ratio for the 296 if impacts due to the road
crossings.
The Dan River and its tributaries support a high diversity of aquatic organisms, including
largemouth bass (Micropterus salmoides), sunfishes, catfishes, minnows, darters, and mussels
and other invertebrates. The Dan River aquatic habitat is considered by the Natural Heritage
Program to be a State significant natural heritage area, and the NCWRC has identified this river
as one of six high priority areas for long term conservation. In addition, this basin is presently
the focus of efforts by North Carolina and Virginia state agencies and federal agencies to restore
diadromous fishery resources such as blueback herring (Alosa aestivalis), alewife (Alosa
pseudoharengus), American shad (Alosa sapidissima), American eel (Anguilla rostrata), striped
Flailing Address: Division of Inland Fisheries - 1721 Mail Service (; wct • KaIcigh, NC27699-1721
Telephone: [phone] cxt. 281 • Fax: [phone](,43
Page 2
6 August 2003
Eden Industrial Park
NCDWQ No. 030803
bass (Morone saxatilis), and possibly hickory shad (Alosa mediocris); with an initial focus on
American shad. There are records for the existence of the federal and state endangered James
River spiny mussel (Pleurobema collina), the federal species of concern and state endangered
green floater (Lasmigona subviridis), the state threatened bigeye jumprock (Scartomyzon
ariommus), the state species of special concern riverweed darter (Etheostoma podostemone) and
notched rainbow (Villosa constricta), and the state significantly rare Roanoke hogsucker
(Hypentelium roanokense) in the Dan River system. In addition, portions of the Dan River have
been formerly designated a State Water Trail by the NC Division of Parks and Recreation, and
the remaining portion of the river is an informal water trail. We recommend that the applicant
consult with the U.S. Fish and Wildlife Services regarding endangered and diadromous species
issues and this project. The USFWS can be reached in their Raleigh office at [phone].
Streams and wetlands provide important habitat and have inherent aesthetic, recreational,
educational, ecological, and economic value. Stream piping and placing fill in aquatic resources
can result in significant negative impacts to downstream areas and eliminate fish and wildlife
habitat. Stream piping reduces the infiltration of storm water and associated pollutants, as well
as the dissipation of stream energy. Piping a stream and placing it underground obviously
removes both aquatic and terrestrial habitat. Existing uses by wildlife are lost and future
opportunities to improve aquatic diversity, even if water quality improves, are precluded.
Impounding aquatic resources will remove their natural functionality and will likely result in
vegetation shifts and water quality modification with concomitant changes in wildlife and fish
species compositions. Changes in land use from a primarily forested area to an urban landscape
may exacerbate channel degradation and sediment impacts to stream ecosystems due to increased
stormwater runoff and elevated flooding.
NCWRC is very concerned that without progressive mitigation measures, secondary and
cumulative impacts associated with increased development in this river basin could result in
significant degradation of aquatic habitats or extirpation of listed species. We anticipate that
cumulative and secondary impacts of development will result in stream bank instability and other
stream morphology changes, increased sediment loading, changes in substrate characteristics,
modified aquatic food resources, changed stream temperatures, increased nutrient loading,
increased toxicant loading, changed fish communities, and reduced complexity of benthic
habitats. These anticipated changes are known threats to sensitive aquatic species. We
encourage the applicant to work with Rockingham County to address issues of secondary and
cumulative impacts. Information and ideas to address issues of secondary and cumulative
impacts can be found in the Guidance Memorandum to Address and Mitigate Secondary and
Cumulative Impacts to Aquatic and Terrestrial Wildlife Resources and Water Quality (NCWRC
2002).
We appreciate that the applicant will implement 100-foot buffers on the perennial streams
and 50-foot buffers on intermittent streams on the site. Riparian areas perform many functions
that are essential to maintaining water quality, aquatic species survival, and biological
productivity. Our specific recommendations include:
We recommend that instream work be prohibited from 15 March through 30 June to
minimize impacts to spawning fish.
Due to the presence of the federal and state endangered mussels, we recommend that
aquatic surveys be conducted on perennial streams 100 meters upstream of the proposed
crossing, within the proposed crossing, and 300 meters downstream from the proposed
Page 3
6 August 2003
Eden Industrial Park
NCDWQ No. 030803
perennial stream project crossings (for both road and sewerline crossings). Surveys
should be conducted by biologists with both state and federal endangered species permits.
Qualitative mussel sampling should be conducted by visual (snorkel, SCUBA, or view
scope) and tactile surveys and should be conducted during the period 1 April to 31
October. These surveys should be timed to provide catch-per-unit effort (CPUE).
Specimens should be documented for identification confirmation with color digital
photographs in JPEG format. The resource agencies should be provided a complete
compilation of the results of the survey. If species with federal protection status are
encountered, sampling activities should cease and findings should be immediately
reported to the USFWS at [phone] and Scott Van Horn of the NCWRC at (919)
528-9886.
Should it be determined that listed species will not be directly impacted, we recommend
that the following conditions be incorporated into the permit to reduce impacts to aquatic and
terrestrial wildlife resources.
1. Abide by the spawning moratorium of 15 March through 30 June for instream work.
2. We recommend that remaining wetlands and streams on the site be protected from
additional impacts by placing them in a permanent conservation easement, and by
recording preserved areas on deeds. We recommend that these areas are preserved in
perpetuity via donation of the easement to a land trust or similar entity and that property
owners be informed of preservation status.
We appreciate that the applicant will maintain 100-foot buffers along perennial streams
and a 50-foot buffer along intermittent streams. We recommend that a 50-foot buffer
also be placed on remaining wetlands and that buffers be maintained as native, forested
buffers and placed in conservation easements as discussed above. Maintaining
undisturbed, forested buffers along these areas will minimize impacts to fish and wildlife
resources, water quality, aquatic habitat both within and downstream of the project area,
and help prevent the extirpation of endangered and threatened species. In addition, wide
riparian buffers are helpful in maintaining stability of stream banks and for treatment of
pollutants associated with urban stormwater. Whereas, a grassed buffer, particularly
fescue, is a vegetated buffer but will not provide the necessary and highly valuable
functions as discussed for forested buffers. Stormwater treatment areas should be placed
and maintained outside of buffers.
4. If culverts must be used, the culvert should be designed to allow passage of aquatic
organisms. Generally, this means that the culvert or pipe invert is buried at least one foot
below the natural streambed. If multiple cells are required, the second and/or third cells
should be placed so that their bottoms are at stream bankfull stage. This will allow
sufficient water depth in the culvert or pipe during normal flows to accommodate
movements of aquatic organisms. If culverts are long and sufficient slope exists, baffle
systems are recommended to trap gravel and provide resting areas for fish and other
aquatic organisms. If multiple pipes or cells are used, at least one pipe or box should be
designed to remain dry during normal flows to allow for wildlife passage. In addition,
culverts or pipes should be situated so that no channel realignment or widening is
required. Widening of the stream channel at the inlet or outlet of structures usually
causes a decrease in water velocity causing sediment deposition that will require future
maintenance. Finally, riprap should not be placed on the streambed.
Page 4
6 August 2003
Eden Industrial Park
NCDWQ No. 030803
5. Concrete is toxic to aquatic life and should not be allowed to come in contact with
surface waters until cured.
6. The construction of roadways and other impervious surfaces in new neighborhoods can
produce short-term direct impacts as well as long-term cumulative effects. Multiple
studies have shown that stream degradation occurs at 10% impervious (Schueler 1994;
Arnold and Gibbons 1996; Doll et al. 2000; Mallin et al. 2000; May and Horner 2000;
Stewart et al. 2000; Paul and Meyer 2001). To adequately protect streams, it is suggested
that impervious surfaces is limited to less than 10% (Schueler 1994; Arnold and Gibbons
1996; Doll et al. 2000; Mallin et al. 2000; May and Horner 2000; Stewart et al. 2000;
Paul and Meyer 2001). Alternatively, provide for sufficient open space to effectively
reduce impervious surface so that predevelopment hydrographic conditions are
maintained. To achieve no net change in the hydrology of the watershed, we recommend
installation of grassed swales in place of curb and gutter and on-site stormwater
management (i.e. bioretention areas). Many of these recommendations have been applied
in Maryland in efforts to protect the Chesapeake Bay from water quality degradation
(MDE 2000). Information on innovative stormwater and low impact design (LID) ideas
may be obtained at www.lowimpactdevelopment.org (accessed January 2003).
The N. C. Department of Transportation (NCDOT) has issued road guidelines that allow
for the reduction in street widths when compared to standard secondary road guidelines.
This material can be found at http://www.doh.dot.state.nc.us/operations/tnd.pdf. In
addition, there are site planning practices that, when incorporated with the above
mentioned road building guideline, can further reduce the amount of impervious surface
within a site. We recommend using the document Better Site Design (Center for
Watershed Protection; http://www.ewp.org/) in combination with the above the NCDOT
guidelines to limit impacts.
7. We recommend that landscaping consist of non-invasive native species and LID
technology. Using native species instead of ornamentals should provide benefits by
reducing the need for fertilizers, herbicides, and pesticides. Additionally, native species
should require less water. Using LID technology in landscaping will not only help
maintain the predevelopment hydrologic regime, but also enhance the aesthetic and
habitat value of the site.
8. We recommend that the following measures be incorporated into the erosion and
sediment control plan (see Brown and Caraco 2000 for additional information).
a) Minimize clearing and grading and only perform these operations in the context of an
overall stream protection strategy.
b) Protect waterways by preventing clearing adjacent to waterways, and stabilize
drainage ways.
c) Minimize clearing and grading and only perform these operations in the context of an
overall stream protection strategy.
d) Protect waterways by preventing clearing adjacent to waterways, and stabilize
drainage ways.
e) Phase construction for larger construction sites (>25 acres) to reduce the time and
area that disturbed soils are exposed.
Page 5
6 August 2003
Eden Industrial Park
NCDWQ No. 030803
f) Stabilize soils as rapidly as possible (<2 weeks) by establishing a grass or mulch
cover.
g) Protect steep slopes, and avoid clearing or grading existing steep slopes as much as
possible.
h) Establish appropriate perimeter controls at the edge of construction sites to retain or
filter concentrated runoff from relatively short distances before it leaves the site.
i) Employ advanced settling devices that contain design features which include wet or
dry storage volume, perforated risers, better internal geometry, use of baffles,
skimmers and other outlet devices, gentler side-slopes, and multiple cell construction.
The system should be designed to protect against storm events of variable sizes,
including the 100-yr storm event.
j) Utilize LID technologies in design such as the distributed control approach, where the
post development excess runoff volume is retained in discrete units throughout the
site to emulate the predevelopment hydrologic regime (Prince George's County DER
1999). Management of both runoff volume and peak runoff rate would be included in
the design.
k) Maintain predevelopment flow rates during and after construction.
1) Implement a certified contractors program so that trained and experienced contractors
are on-site and oversee instillation and maintenance of BMPs.
m) Sedimentation impacts should be minimized by regular inspection of erosion control
measures, and sediment control devices should be maintained in good and effective
condition at all times. Erosion and sediment controls should be reassessed after
storms. The incorrect installation of erosion control structures and those not properly
maintained can result in sedimentation impacts to nearby streams and wetlands.
n) We encourage the applicant to utilize onsite vegetation and materials for bank
stabilization, to minimize the use of riprap (or hard stabilization methods), and to
maximize the use of native vegetation for stabilization and shade. We request that
matting along with vegetation be used to stabilize the side slopes adjacent to wetlands
to prevent soil erosion into these sensitive areas.
Thank you for the opportunity to provide input during the planning stages for this project.
If we can be of further assistance, please contact our office at [phone].
Literature Cited:
Arnold, C. L., and C. J. Gibbons. 1996. Impervious surface coverage-the emergence of a key
environmental indicator. Journal of the American Planning Association 62:243-258.
Brown, W., and D. Caraco. 2000. Muddy water in - muddy water out? Watershed Protection
Techniques 2(3):393-403.
Doll, B. A., D. E. Wise-Frederick, C. M. Buckner, S. D. Wilkerson, W. A. Harman, and R. E.
Smith. 2000. Hydraulic geometry relationships for urban streams throughout the
piedmont of North Carolina. Pages 299-304 in P. J. Wigington, Jr. and R. L. Beschta,
eds. Proceedings of the American Water Resources Association International Conference
on riparian ecology and management in multi-land use watersheds, Portland, Oregon.
Mallin, M. A., K. E. Williams, E. C. Esham, and R. P. Lowe. 2000. Effect of human
development on bacteriological water quality in coastal watersheds. Ecological
Applications 10(4):1047-1056.
Page 6
6 August 2003
Eden Industrial Park
NCDWQ No. 030803
May, C. W. and R. R. Horner. 2000. The cumulative impacts of watershed urbanization on
stream-riparian ecosystems. Pages 281-286 in P. J. Wigington, Jr. and R. L. Beschta,
eds. Proceedings of the American Water Resources Association International Conference
on riparian ecology and management in multi-land use watersheds, Portland, Oregon.
MDE (Maryland Department of the Environment). 2000. 2000 Maryland stormwater design
manual, volumes I and II. Center for Watershed Protection and MDE, Water
Management Administration, Baltimore, Maryland.
http://www.mde.state.md.us/environment/wma/stormwatermanual/
NCWRC (North Carolina Wildlife Resources Commission). 2002. Guidance Memorandum to
Address and Mitigate Secondary and Cumulative Impacts to Aquatic and Terrestrial
Wildlife Resources and Water Quality. NCWRC, Raleigh.
Prince George's County, Maryland. 1999. Low-impact development hydrologic analysis.
Department of Environmental Resources, Prince George's County, Maryland.
Schueler, T. 1994. The importance of imperviousness. Watershed Protection Techniques.
1(3):100-111.
Stewart, J. S., D. M. Downes, L. Wang, J. A. Wierl, and R. Bannerman. 2000. Influences of
riparian corridors on aquatic biota in agricultural watersheds. Pages 209-214 in P. J.
Wigington, Jr. and R. L. Beschta, eds. Proceedings of the American Water Resources
Association International Conference on riparian ecology and management in multi-land
use watersheds, Portland, Oregon.
U.S. Fish and Wildlife Service. 1988. Cape Fear shiner recovery plan. U.S. Fish and Wildlife
Service, Atlanta, GA. 18 pp.
cc: Todd Tugwell, USACOE
Garland Pardue, USFWS
E-mail: Sarah Kopplin, NHP

Date:
-r b -7 b-s
Triage Check List
Project Name: C= L k/?
DWQ#:
County:
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? W' O Noelle Lutheran
? MRO Alan Johnson WSRO Daryl Lamb
? RRO Steve Mitchell
From:
Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
4_6?rkl
.._.... __.. ....-- ......??..-? .......- va.c„n w?uw uu?c. v 11- nrvi F-age 1 at 1

PARTNERSHIP FOR ECONOMIC and TOURISM DEVELOPMENT
Partnering for Economic Progress in Rockingham County, N.C.
May 7, 2003
Ms. Denise Poulos
ECS LTD
6909 International Drive, Suite 103
Greensboro, NC 27409
Ref: Eden Industrial Park
Denise,
This letter is to confirm your -authorization to act as our agent in wetland matters
pertaining to the site. This includes U.S. Army Corps of Engineers verification and
applying for 404/401 permits.
Sincerely,
Donald L. Moss, Jr.
President

r
371 NC 65, Suite 205 Phone: [phone]
PO Box 205 Fax: [phone]
Wentworth, NC 27375-0205 Email: [e-mail]
RECEIVED
U.S.,kRMY CORPS 61F ENGINEERS APR I
Wilmington District
Action ID: 200320655 County: Rockingham
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property
Owner Citizens for Economic Development,
Address Post Office Box 205
Reidsville, NC 27375
Telephone Number
Authorized
Agent Engineering Consulting Services, Ltd.
Attn: Denise Poulos
Address 6909 International Drive, Suite 103
Greensboro, NC 27409
Telephone Number 336-856-7150
Size and Location of Property (waterbody, Highway name/number, town, etc.): The project (Eden
Indust>;ial Park) is located on the west side of NC 770 south of the Dan River, in Eden, Rockingham
County, orth Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high watermarks, located adjacent to the Dan River, above headwaters, 'in the Roanoke River Basin.
Indicate Which of the Following AP61y:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and bur present workload; our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a ;consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that.you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
_A _The waters of the U.S., to include wetlands, on your lot 'have been delineated, and the limits of the Corps
jurisdiPtion have been explained to you.,.Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulation-,, this determination may be relied upon for a period not to exceed five years from the
date of this notification. -'
Placemgmt of dredged or fill material in wetlands on this property without a Department of the
Arm3a Permit is in most eases a violbtion of Section 301 of the Clean Water Act (33 USC 1311). A
-permit is not required for work on the property restricted entirely to existing high ground. If you
have :any questions regarding the Corps of -Engineers regulatory) program, please contact
Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Project Manager Signature
Date_ April 8, 2003 iration ate April 8, 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED . PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED. TO THE YELLOW (FILE) COPY OF THIS FORM.
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sapa 601 N. Trade Street date: 4/29/03 job #: 02-032
Suite 200
Winston Salem, NC project: EDEN INDUSTRIAL PARK
27101-2916
Landscape Architecture scale: 1'=60'H 1"=6V sheet 1 of v j
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069 description: EXHIBIT 1
fax form
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EXISTING
STREAM
RIPRAP
PROPOSED CULVER '
149 LF STREAM IMPAC l,l 94 L
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ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
Mr. John Dorney
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina, 27699-1650
r1t
4 t „ :' /-I . July 15, 2003
v
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Subject: Eden Industrial Park -JUL
Rockingham County, Eden, North Carolinas/,
ECS Project G-3517 (,,?i(((? ?'?/` -"'?
DWQ #03-0803 t7
Dear Mr. Dorney:
Please find seven copies of the information you requested in your July 3, 2003 letter. The exhibits were
prepared by Stimmel Associates, PA and show the inlet and outlet points for the proposed stormwater
wetlands. In addition the proposed grading plan is depicted on the exhibits.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
ID
erase /Plos
Principal Scientist
Enclosures: NCDENR-DWQ Exhibit
6909 International Drive, Suite 103 • Greensboro, NC 27409 • [phone] • Fax [phone]
Offices: Aberdeen, MD • Atlanta, GA • Austin, TX • Baltimore, MD • Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, MD • Fredericksburg, VA • Greensboro, NC • Greenville, SC • Norfolk, VA • Orlando, FL • Raleigh, NC
Richmond, VA • Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC • Winchester, VA
Plan Detail Incomplete tLG/?? J#1d US`t'n 01_-/ (? . JL
03, 08'03 --
? Please provide a location map for the project.
? . Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan. 7- d 3
L-1 Please show all wetland impacts including fill slopes on the site plan, Gkl^ J ?b
Q Please indicate all buffer impacts on the site plan.
? Please Indicate proposed lot layout as overlays on the site plan.
? • Please Indicate the location of the protected buffers as overlays on the site plan.
? Please locate all Isolated or non-Isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic Iife passage,
C7 Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Cl Please specify'the percent of project Imperviousness area based on the estimated bullt-out conditions.
-ik Please indicate alf stormwateroutfalis on the site plan. e 2 i Alf- 4 ava owF It-4- Pipes • 10 ?1 S al
c3 Passes Indicate the diffuse flow provision measures on the site plan.. W{'?lelY?t.
? Please Indicate whether or not the proposed Impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The.oda on the plane does not appear to be necessary. Please eliminate the or provide additional information as to why
it Is necessary.for this project
? This Office bellaybe that the labeled on the plans as can be moved or reconfigured to avoid the Impacts to the Please
revise the plans to avoid the Impacts.
This Office believes that the Taro! on the plans ar can be moved or reconfigured to minimize the impacts to the Please
revise the plane to minimize the Impacts
The stormwater discharges at the location on the plans labeled will not provide diffuse flow, through the buffer because Please
revise the plane and provide calculations to show that diffuse flow will be achieved through tlr9 entire buffer. If Ills not possible to achieve dfffuse
flow through the entire buffer then. it maybe necessary to provide stormwater management practices that remove nutrients before the stomrwater .
can be dieoharged through the buffer.
ether
I . The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland Impact was requested. Please provide $
This additional fee must be received before your application can be reviewed:
Please complete Section(s) on the application.
Please provide a signed copy of the appflcaflon.
Please provide copies of the application, copies of the alto plans and other supporting Information.
tlgaflon
of compensatory mitigation Is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements In 15 A NCAC 2H .0500 and must be appropriate to the type of Impacts proposed
Please Indicate which 404 Permit this USACE would use to authorize this project.
?,-- ?tegsd sl?wv? 04r' lwav` o r P d 1. o-? myL. 4 a•S
DETACH AND RETAIN THIS STATEMENT
THE ATTACHED CHECK IS IN PAYMENT ()f ITEMS DESCRIBFD BELOW. IF NOT CORRECT PLEASE NOTIFY Us VNUMVTIY NI? RECFIN DESIRED.
Engineering Consulting Services LTD.
DATE ACCOUNT DESCRI ON AMOUNT
P
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"DS/401 GROOF
JUN ZGi;3
OMTER QUALITY SECTON
'T
UNITED STATES POSTAL SERVICE

Sender: Please print your name, address, and ZIP+4 in this box •
NC Dl?NR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage 8 Fees Paid
USPS
Permit No. G-10

Complete items 1, 2, and 3. Also complete
Item 4 N Restricted Delivery Is desired.
0 Print your name and address on the reverse
so that we can return the card to you.
0 Attach this card to the back of the mallplece,
or on the front If space permits.
1. Article Addressed to:
Citizens for Economic Development
371 NC 65, Suite 205
Wentworth, NC 27375
DWQ# 03-0803 - Rockingham
& Qlgnatum
x i
Agent
-0
I B. Recely! tild Name) r, , ,? AV A of * ivery
D. Is delivery address different from Item
If YES, enter delivery address below:
--T,-
? No
3. Service lype
? Certified Mall ? Express Mall
? Registered 0 Return Receipt for Merchandise
? Insured Mall ? C.O.D.
4. Restricted Delivery? 9Edra Fee) ? Yea
2. ArtloleNumber
maesfer from aervks 7002 2410 2003 0275 1536
/aa
P8 Form 3811, August 2001 Domestic Return Receipt 102696.02-M•164
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l ~}s ~ SITE DATA
r I • ; ~ TOTAL PROJECT AREA = 362.25 AC.t
• i~ EXHIBIT ~2 ,
WETLAND IMPACT EXHIBIT ~1 ~ 1 ~ ~ TOTAL LOT AR = EA 205.61 AC,t (PHASE ONE, TWO & THREE NPA T C T
' 165 SF STREAM IMPACT , s ~ OTAL COMMON AREA = 104,70 AC.t
LOT LOT 2 ~ IMPERVIOUS AR = ffi EA IN THE R/W 5.88 AC.t
149 LF ~ ~ ~ 13.7 A I~ 13.7 Ac.t . _ POTENTIAL IMPERVIOUS AREA IN LOTS = 185.05 AC.t 90% OF LOT AREA
' , ~ ' t • PROJECT PER - CENT IMPERVIOUS AREA - 52.71 %t •
l • ~ A • ~ ~ EXIST1Ni EX~SIING WETLANDS

• ~
" _ - ~ ~ ~ ~ : ~ STORMWATER WETLA • ND BMP DATA
ii ~ ~ '~00' STREAM > ALL STORMWATER WETLAND BMP S WILL NAVE THE
<< ~ a 1 ~ BUFFER FOLLOW DESIGN PARAMETERS: t • ,
/ ~ rir •
ED SEWER EXISTING ~ ~ w- ~ FOREBAY 20% OF SURFACE AREA REQUIRED
Pd1~iP STATION ~ WETLANDS ~ x-~ / , ~ , s , fit:: b r DEEP POOLS 5% OF \ SURFACE AREA REQUIRED
t w • WETLANDS 70% OF SURFACE AREA REQUIRED
' ~ ~ STEAM IMPACT 36 ~,1~' ~ ~ . . - NON-FLOODABLE 5% OF SURFACE AREA REQUIRED
WETLAND IMPACT $4 $F w ~
/ ~ ~ 1" ~ i 1 ti ~~r _ ~
, l . \ ~ ~ , SWW A , ~ ~ _
- ~ _ 1 ~ ~ ~ ~ 1 DRAINAGE AREA 101.00 AC.
_ L ~ ~ 1 ~ \ -f~ ~ SA DA= 7 • / 3, 4% `1-
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J- " ~ 1~ / ' \ ~ • 1 ~ ~ • DRAINAGE AREA= 22.00 AC.
~ , ~ ` ~ SA/DA= 3.74%
, ~ ~ v ~ x 6• ~ r , { I ~ ~ ~ 1 ~
/ ~.OT 3A 1 II ~ ~ ~ ~ - ~ SWW C
I - ~ , 5.83 A,c.i+ ~ EXHIBiI ~ ~ ,y , \ LOT' ~ ~ .LOT; 4$ r a~ EXHIBIT ~ ~
WETLAND !MP s%~° ~ ~ ~ 4.89 Aat ~~ti~NMGE ARtA= 70.00 AC. TLAND IMPACT
~ / ~ 3O Aa# r y - ~ 213E ~ ~ EXHl81T ~ I , / a f SA DA= 3.74% 2, 38, SF ,
1 STREA IMPACT ~ ~ - . ~ • ~ _ - - I
~ . _ ~ r LOT 4A ~ ~ ~ ~ ~ I 13 LF r ~ , ~ , NOTE: LOTS 8A, 8B & 7B WILL PROVIDE STORMWAT T ER MANAGEME~,
~ 1275 Aat y r~ . _ I • DEVICES ON TH EIR IND VIDUAL SOTS.
- • r1 `LOT 3B ..'''`r . ~ ~ 7.17 Ac.# ~ •I • / IT 3B t
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r ~ ; ~ ~ ~ ~ W T A & STR . ~ EAM DATA
i ~ y~r ~ ~ ~ I i 41 I I F r ~ ~ 8, 2 NEAR FE~ 0 EXISTING STREAM
. r i ~ `i •
~ ~ ~ 2?i7 A0.# . ~ ~ ~ I X96 LINEAR FEET OF STREAM IMPACT 1.61% OF TOTAL ( ~ ~ ~ ~ 1
x • ii - LOT ~ ~ , ~ i ~ ~ ~ 7
100 ST'R ~ , \ ~ r 1.dt.Aa# i, j ~ I7 r r ~ H E ~,,r ~ 1 1. 8 ACRES OF EXISTING WETLANDS
; ~ 1 --0.055 ACRES OF WETLAND IMPACT , l (3 09% OF TOTAL
i - " ~ , " 1 ~ ~ } ~ ~ 7.221 ACRES OF WETLANDS PROPO SED IN STORMWATER BMP
-1 ~ - 8.951 A(,RES NET INCREASE IN WETLANDS ONSITE
1 v.
~ ..J " 'a ~ ~ ~ NOTE: ACREAGE OF WETLANDS IN STORMWATER BMP MAY B
3 ' v ' i ~ E MORE On ~ ESS DEPENDING ON THE FINAL DESIGN
. ~ a y ~ r " ~ ~ j , ~~r r j, , ~ ~ ~
! 1 ~ , ' ~ ~t ~ . .
~ y ~ ~ i ; ~ ,
I " ' ' , ~ i ~ i LOT.. ~ ' ~ ~ . . . STREAM BUFFER J . 'r' ' e
r~ ~ \ _ ~ ~ I 3.~1 Ac:~ ~ . ~ , ALL STREAMS SHOWN QN THIS PLAN HAVE A 100 STREAM ,.W
~ ~ ~ ~ LQT 5C ~ i e; r e ~ ~ r ~r BU FER PROPOSED.
t ~ S.QZ A0.~k r ' , 5 ~
~ _ ~ ~ r ti ~ r ~ it " lOT SA ~ AC ~ a , ~ ~ I 11.51 l1c.t ADQTIONAL ~ ~ + ~ { ~ - , ~ ~ AN ADDITI ~ 1 , ~ ONAL STREAM BUFFER IS PROV,DED ADJACENT TO
to , 50 STREAK BUFFER _ , : ~ TH E WETLANDS SHOWN IN LOTS 6A & 66.
~ ~ 1 ~ ~ ~ LOT r LOT dB ' ~
F,w ~ ~ ~ ~ ~ LOT 50 . \ x, 1203 ~ ~ ~ ~ 1203 Ac.t ~ ~ r \
100 STREAM t$.77 ~ic.# ~ ~ r r ~ ~ ` ~ i ~
i ~ B FFF~R t ~ / r-1- v ~ i > ; ~ r r' ~ 100 STREAM ~
~ ~ BUFFER ~
ExisT~NC ~ _ ~ PHA T ; ~ E VU s
WETLANDS ~ ~ • ~ Lot
J ~ 4 ~ ~ 3.3~ Ac.# , ~ ~
~x~ T j ` \ , ~ , ~ ~
t \ l \ _ LOT r6C
~ ~ ,r ~ ~,,...:;~i ~ V , f V \ ~ ~ ~ ~..r.~ f ,9$ t ~ ..5 Ac. ~
~ ~ ~r'
.36 Aat, ~ f:- ~ q
, 'w ~ ` , • ; ~ ; ; 2 1
~XH IT ~ ~
. ~ ~ sTR~?w~ IMPa+cT ~ ~ \ r 5.04 Aa# ~ 7
; ~ 2~ LF r
' . r~ ~ .'~~;i' ~
• ` , ~ ~ ~ ~ LOT 6E LOT' SF r ~ t OT 6E ~ ~ ~ ~ •
~ , ~ r 5.27 Ac.# - 9.10 Ac.# ~ ~ I
} ~ ~ , ~ ~ ~ I
1
VVM I LANL) IIWVAt; I LAHIBIT r w`
1,0Q STREAM LOT 6D ,
$U,FfER 10.66 Ac.*
~ 7 "r +
Prepared for:
EXHIBIT #4 CITIZENS FOR ECONOMIC DEVELOPMENT, INC.
STREAM IMPACT P.O. BOX 205
5 .147 LF
, LOT GG REIDSVILLE NC 27375 %
EXMIpIfi r.. ,16.62. Aat
• STFJEA IMPACT r,
20'LF~ ~EXQIHIT #7 . :L. STREAM IMPACT
? ..1"~. 5. 20 LF a % I FQ-FNQ Project 02-032
E.e EXISTING POND i i
~o C' ` • -LOT 8A
STREAM ..a Prepared m . 2
• a
i Lgl''1E a l 601 N. Trade Street WETLAND
1 Suite 200 N BAR
1 ~ Winston Salem, NC 00000 E 5~ ti 27101-2916
STREAM BUFFER , y Landscape Architecture
Civil Engineering P~ 336.723.1067
EXISTING WETLANDS ' A LOT 78 • VETLAN~S 1 - - - - LOTLINE J! • = .y Stjmmel Associates, PA Land Planning F.336.723.1069
SEWER LINE
4.10 Ac-* r so
1 : 7 Ac.f i - - - - - - - - - sEwcQ EASEMENT 1. ~O CID
' T 200 0 200 400 60OW
&04 Ao* r f r"Y1 1'~^r",'Y EXISTING TREELINE
PHASE LINE
WoI~ y \
r _ North STORMWATER WETLAND SCALE; 1 =200
S.R. 2108 SWW
SIDE CIRCLE S RIVER ~ i
i
i

~ . , ,
a. ~ - ~
r,

1
\
~
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. , ~
~ ~
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/ ~ ~ ~ ~
f/ ~ i ~ ? ! ~ t.
~ I!' 1
/ r/ } / ~ i ~ + ~
l
~ J ~ j a
~ - ~ i ` i\ ~
~ L~ ~ ~ 7. LOT 1 ; ~ 7.~'~c.t ` ~ A
? s t ? ~ ~ ~
~ `
a ~ ~ ! --r~~~-_ l
I r ' " ..-w. _
1~ ~ ar • 1
fl / ~ un , ~
. ~ i • j SITE ATA ~
i' ~ . ~ TOTAL PROJECT AREA = 362.25 AC.t `
~ ~ ~ E11~6T ~2 ~2 ~ TOTAL LOT AREA = 205.61 AC.t (PHASE ONE, T'~dO & THREE)
~ ~ ~ ~ ~ D I~P~CT D IMPACT ~ TOTAL COMMON AREA = 104.70 AC.t
E`~N1~OT ~1 ~ ~ ;~3 ' '165 S~~ ' ~ D ' IMi ERVIOUS AREA IN THE R/W = 5.88 AC.t
S7R~~M f1~PACT ti r l LOT 2 ~i
149 L.F ~ ! ~t3.; , ` POTENTIAL IMPERVIOUS AREA IN LOTS = 185,05 AC.~ 90~ OF LOT AREA !13.79- Ac.t ( )
~ ' la ~ PROJECT PERCENT IMPERVIOUS AREA = 52.71 i ~ ~ '
.ti ~ ~ 1¢ ~ , • :x~$T~N~ r~ToS
- ~ , TORMWATER WETLAND BMP DATA
~ { , ALL S i ORM4~IATER WETLAND BMP'S ~'VILL HAVE THE
' / 1~ STREAM
,r ~ ^ti < - FOLLOW E IGN PARAMETrR BUFFER - D S ~ S A g..,
' ; , ~ ..sue ~ - "k"" ~ ~''t, n ~ ,
rT 1y,~~}w FOREBAY 20~ OF SURFACE AREA REQUIRED r<.
t:~ . 1 ' a,,,,.- x ~ DEEP POOLS 5~ OF SURFACE AREA REQUIRED
~ ~ WETLANDS 70 o OF SURFA'' AREA R~ iR ~.,E L ~QU ED
1 r~ v ~ 1` _ 3 ~ , v , NCN LOODABL~ 5% OF SUR hCE AR~A R~QU,R`D
i * , I~fiPACT 36 3,1.E ~ ~ - ~ a e ti.,, ~
~ y F- ` ~ + ti ti' . ''1^, ~
~ ~ ~ . ~ , w~ ,e, ~ ~ DRAINAGE AREA- 101.Ov A.,.
- ~
~ ' ~ SA/DA= 3.74 ~ ~ ,
~ s~~.:. -
~ E~MrY B ~ ~ • ~ ~ I r ~ - r
~ ~ . ~ DRAlNA~E AR~,A- 12.00 A~. . ~ '-r t ~ „ • ~1 ~'i
1 3 4 t~`a;~ ~ ~ r . ~ ~ , ~ ~r~ ~ ~ SA DA = 3.74 0
F. " ~ f ~ ~ s°~r ~ ~
~ t t9 t ~ a rQ~ 5 aT 3A`~ ti ~ I, , ~rY'~Y C y.
l i _ ! ~ ~ 6, ~3~ ~ I ~ _ 3 ~c.3+ ~EXNIBIT ~ ~ ~ _ t DRAINAGE AREA- 70.00 AC.
~ ; r LOT°`#C LOTr ~8 4 ' ~ 1 / l ; k.> t r ~ W~TL~N~ l 1 ~ ~ ~ t W~TU~Nfl' 2~'ACT ~ ; ~ SA DA= 3.74%
r' r i v p'` ~ ~ ~Q~ ; ~ XC.~ ~ ~ ~ y 1 r •/r ,r ~ ~ ~ . ~ I t i 1 ~ 1 ~ ~ i / y ` ~ 2135 ;rte . I , h i
~ i „ I ~ , t ~ _ ( ? S
~ - / ~I k ; ~ ~ a ~ # ~ 3 , ~ ~ , , ? LOT 4A ~ ~ ~ ; s. ~ ~ NOTE; LOTS 8A 88 u 7E NJILL PROVIDE STORMWAT~R MANAG MENT , ~ c E k ~ o ~ t
,r' ~ ~ 1 ~ 27~ Ac,t ~ 1 ~ - , ~ ~ z f! ; 1 ~ ~ f ~ti' DEVICES ON THEiR INDIVIDUAL LOTS. ~ ~ •
0 , , , lt}T ;38 ~ + * _ ~ E T ~ 4 Lt} F , ~ ~
~ s ,t ~.y ~ ~ oaf x4 Ir M ~ ~ r ~ ~ K i / ~ r `4, 9 ~ ~ F h r' ~ ~ s, 't
W i- nL may/'^' ~ n' y. / ~ : ~ r t z ~ ~ ~ a ~ ~ W T A D & STREAM DATA i ~ 3. r , ~ t , i
i ~ ''1 ~ ~ ~ ~ i • ' ~ a W t ~ j~ ~ ~ r ~ y r ,,,;..mat„ ~ , d,•\~ 2 L E E E O E S ~ S E M i f~% ~ ' ~ ~ 18 41 IN AR F T F Xi TiN'' TR A ~ ~ ,i x' ~
LOT- 1Y r ~ ' ~et,xtk'; r 'o ~ z` ~ ~ ~ ~ 296 LINEAR FEET OF STREAM IMPACT (1,61 OF TOTAL)
f ~ 4 ~ ~ ~ti ~~r
. ` T 4F ",."i:ro ~ „ f ~ P Y
e ~ ~ - S f ;':,~C , . ~ ~ r ~ l 1.78 ACRES OF EXISTING WETLANDS ~ 'ti, 1
1 i ~ ~ / , ~ ~ 3 ~ -0.055 ACRES ~F WET AN IMPA T F C L D C ~3 09 a O TO. AL)
I f ~ _ ~ ~ ~ (may' A t ~ y ~ , , ~ ~ ` ~ ~ ~ ACRES OF WETLANDS PROPOSED ' ~ BMP i
v y~ t ~ ~ t gyn. ~f: f~'~ ~rYN'., ,.,ivvt~tE},~;. Ya..4~ -~,C, - a,.. t ~ , x,,~t.~,~_. . _ , " ~ ~ ~ 8.951 ACRES NET INCREASE .N wETLAIV
r... , i ~ ~ _t r . ,y ~ ~ ~ ,Lt _ - "'~~~w....,,,,~ 'i:jprf,.~~,~p~~ "t~,rw.L:',irn."drL.+,+µ Wd...yi p+oa. .t k31
# ~ ~ ......V.. y A1., r.+.......,. u y . t r -~-r ~ i i~ _ eh , a ,a ~ ~ ~ N t; ~aO i t: ACR~11L'~ OF ~VbCT~,^'iIVUS I, ~ i CV-~~, ,V , , li_ ~ ~ ~ I . t
~ r ~ ~ 1 E+c,, { ;t. q';' ~ ~ ~w~ ~ 5., ~ 0 ~ LESS DEPE~dDING ON THE FINAL DE~fGN i ~ ' 4~~ `V! , t ~
tt _ „ . -Y: 1 ~ , . f ~ ~ ~ f 1. ~r _ ; ' * Y 3 ' r ~ ~ . !f.; 5k ~ '
1 ~ ~ 1 t . 1 ? ~ ~ ~ ~ 4 ~ 1~ r 1 / ti + . r ~ 9 'w l Rti. ~ ~
r ~ „ , ~ , s ~ r a: . ~ STR AM B~JFF R
~ ~ t r,,. i 3 \ l
r ~ ~ , t i ~ r ~ ~ _ 1 r° ~~,a ° ~ ,ALL STREAMS SHOWN ON THIS PLAN HA1 a~' ~ ~ tr' A ~ ? - ~ . ~
x.. ~ ~ ~ ~ ~ ( . ~ f T ` / . ~ . r-- BUFFErR PROPOSED, _ . r, y ~ _ ~ ,
i , ~ ~ ^ti ! I; i a~
a.~ SIC#. J \ L _ . n ',f , ~ . ~ y ~ :;'~w~° ~ . ~~w ~ it AN AD ITI NA TR A F P , n T AQ Ti{~IAL t ~ ; , . r~,~ v _ 3 ~ , D 0 L S E M BU FER IS ROVIDED AD~M~tN ~ TO
a~... 1 T r ~ 4 ~ 1 w~ . ~ ~ j , ~ , , ~ ~ i NE WE LANDS SHOWN IN LOTS 6A & 6B.
, j ~ ~ ~ .
, ` y k,.,..'~. ~ ) ~ ~ A~ 3 ~ t,~ K ~ / a t ~ C~
r - t / ~T ~ ~ : t R ~ - 1 '1 ~I' .77,1 ' ~ ~ ~ , " , ~ 1 d i / ~ ~ ~
~ 00 ~ ~ ~ 3, g j . 1. . 3 7!' r~ r ~ } l ~ a l * . b ~'k,y
_ .1w * , . , ~ 1 f ~ I 4 : ~ ~ ~ t~x e `ti } ~ ~ t / i 7 ,
~ ~ i ~ t i ~ ~ ~ i ~ i w~ ` ,
ny= l ; ~ % , , i 'j ~ ~ , `t : ~ ~ ~ ~.~f
~~;~©S 3 ~ ; _ : , 11 ~ LL.WWiiJJ 11 ii/'1 ~ ~ ~ , ~ y • ~ ~ ~ i r ~ ; r J . ~
r. ~ , . i . ~ ,t ~~s ~
~ \ ` ~ t, ~ I _ LOT dC ~
~ ~ .
...r.., 1 ~ ~ _ ~ ~ ~ ! ~ '^a-.ate"``.'-~ ~ n f .r"~ _ ~ ~ ' '
~ / .r z ? 1 1
t~ t ~ ~ , p ~YG. ? ~i , 'ice - . x , w; h ~ ~ l ] ,a l > ~
n s I t 1 , ~ r
~,y~ - ~
2. ~ W7~ VFW F f . T, ,;1 t ~ ~ 9
+ ~ J ~ ~ i r ~ ~4 ~ ~
~+s ~ ~ { ~ i ~ ~ t ( i w. h..'~ q ~ °v, ~ i 1 4~
r , ~ ~ . . , ~ r ~ ~ LOT 6E r> t'l ~~,.'yx . . - _ ti;;.,_ ~ LL l1 .T 1 1 r J ' \ _ t AT 1 r.] 1 L.V 1 ~ ,r ' _ ~ k i C r , y~
ti 9. 10 Ac. ipq STREAM I io.4l~ftir.S ti t R I r I
1 V r.
f
ETLAN"* W ww UA IM"ACT Et"HimIT T;. A
, p Lot 60
iM36 Ac.# i`
Prepared r.
~ I ~.,.r-•-- "i`ce' • k• `",fir 1 / ~ ~ ftb,. ftb
EXHIBIT { CITIZENS FOR ECONOMIC DEVELOPMENT INC.
f, .•;+f.~.i. f STREAM IMPACT P.O. BOX 205
~ ~13,•~ ~ , ~ Vie,' i ~ i° " ~ Y Lf
" kY,~ e r v REIDSVILLE NC 27375
LOT GG 4 . trf J Ac.# . r t ,
y ~ry~ yr+ ~ , S I 1. r.
EX$lN1T
STREAK! IMPACT v
,201 lY t Pro t - < LEGEN j 02032
fi d r I• f f EX S. TiNC POND POND
b y A, r ~ ;1 STREAM Prepared
s
e ~ •y. c"~ ! `G~+, p:- erg.. ~ri,•,~ I ~ix.F~ -1~"+~"~y i" ~-4 ~
r ! l '4-t'` {~,•/f ti,,....F. ~~"~}t. ~1''-'.4'. 1 ~ ~ J ~ ~"`e ~`~^y~ +h w~1 LOT, .Irf 1yj ,.,P j '•f4 1, ..R 'f^~~•~ . l V C'y.' I y..~y~"i:.A` IA ^ 4 5. .A` r•,.I.Yi• 601 N. Trade Street wETI.ANC Suite 200
Ac? , .
` H ~gA Winston Salem, NC A' ~~•~'Ip.a f V+.. G .as 2-101-2916
STREAM 6UEfER •19 * Landscape Architecture
~ Civil Engineering P: 336.723.1U67
PHAS - EXISTING WETLA 1 ING WETLANDS - - - - - LOTUNE 1 $#irnmel ASSt?Ciat>9S, PA Land Planning F. 336.723 1069
LOT 7& --M- - R `yE ,+r O
t 1
SEWER EASELIENT
A6.* LOT 10 200 0 200 400 600
y wY1 v ~^r ti Y~ EXISTING 1REELINE
C '
••T PHASE LINE
,
North SCALE. 1"=200'
SWW STCRIawATER WETLAND
CIRCLE S.R. 214$
IVER DE r

f., - , F , , .
- . Y:'~ .
-
f , _ ~ _
l ` 1 F \
_ /
\ ~ ~ t ~ \ \
- ~ ~
~ . `Y ~ r
~ ,
+ ` ~ * i ~ ~
F / /1
-
/ '
/ ~ ~ ~ a
/
. ~ ~ ~ ~ ~ , ~ ~
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~ ~ ~ ..a ~
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r ~r`' `,1
t ~ • ~1 !r s ~ , . C
1 ~ I( ;'4 ~ ,
I~ ~ SITE DATA
~ ~ ~f TOTA ~ _
~ ~ EXHIBIT ~2 t L PROJECT AREA 362.25 AC.t
11VE I~ ~ TLAND 1~1PAC EXHIBIT 1 ~ i , TOTAL LOT AREA 205.61 A~,,t (PHASE ONE, TWO & THREE .ND 1~1PACT ,
• ' f 85 SF , STREAM f~PACT ~ a°: TOTAL COMMON AREA = 104.70 AC.t F
~ ~ ,r j (,OT ~ ` w IMPERVIOUS AREA IN TH'~ - + r R/W - 5.8~ A~._
• , 149 !.P 1: 113.74 Ac.t POTENTIAL IMPERVIOUS AREA IN LOTS = 185.05 AC.~ 90fo OF LOT AREA R `1,.~ ....4 ~ (
.r^y ~ t x,14 y` ~ 1 ~ `t PROJECT - PERCENT IMPERVIOUS AREA - 52.71
Ek~$11NG YV~T~.A~1flS
P'1. ~
~ r >
STQRMWATER W T ELAND BMP DATA 1` ~ ! I r ~
Q STR~A~i ~ ALL STORMWAT r Erg W~TLAND BMP S WILL HAVE THE
i ~ ~ ~ ~ ~ ~ t'_ ~ ~.,ri,""` 1'~i T~. ~ FOLLOW DESIGN PARAMETER
n v~ 4
~ ~ ~ ~ ~ SEV~'ER r EX1S~f~G ~ Z.;~_ ` ~ ~ FOREBAY 20% OF SURFACE AREA REQUIRED
. ~ .i P~l~P STATI0~1 ~VETLANt~S , ~~~,.4 t r y~~ a,,,,,• ' , ~ DEtP POOLS 5% OF SURFACE ARt,A REQUIRED
' ~ ~p ~T EXHIBIT `,G,. - ~ r WETLANDS 70ro OF SURFACE AREA REQUIRED o
f ~ + ~ IMPACT 36'~ ` f~ ~ ~ ~ ~ , ~ , NON-FLOODABLE 5% OF SURFACE AREA REQUIRED ~ ,
WE Q IIWPA ~ - i CT 84 _ ~ 1 a . , '}""y,, ~
. ~ p ~ ~ ti 4 { , ~ ~ ti 4 r< Y'~ 1 \ f
\ . , ~ 4 J - ` ~t ~ r ~ . ~1-, ~ - n
~ ~ ~ DRA~NA~E AREA= 101.00 A
/ < ~ ~ ~ 1 ~ /D 3.74%
; ~ G t. w y,,,y,n ~ ~ .x"
. _ . ....a, ~ , 1 3 ? \ ' ~ . 'y, ~ ~ p ~ +..r ~
f t~~~~,~ i ~ ~ • ~ DRAINAGE AREA= 22.0 A''.
~ ~
Y-{~ ,4' ~ _ ,/,,7 ~ 1
1 ~ r ~I ~ p~ ii rl ~ i \
1 ~ ~ . 1 3.x,3 E / ~ _ ~ t ~r\ ~ ~ td3T ~ 4C ~ l,fl3;, 4B ~ ~ ~ l t
~ ~ ~ ` WETt~~1Nl t I ~ - - DRAINAGE AREA= 70.00 AC. VII~TtANa` IMPACT
i ~ . ~ • 'r.q 4.~1i iiVfT 1 ~ ~ I. , ~ s ~ SA/DA= 3.74% 2,138;ySF , _ j ~
_ , . SSAIMPACT ~ ~ ~ ~ ~ ti i , . ~ ~ , t 1.t3Y 4~1 \ i
r t . ~ a: ~ ~ AC,~ f ~ ~ ~ ~ ~ ~ ~ ~ NOTE: LOTS 8A, SB & 78 WILL PROVIDE STORMWAT ER MANA~EMEN~
• ' ~ ~ DEVICES ON ThEIR INDIVIDUAL LOTS.
LUT 3A i ~ ~ ' ~ ~ ~
~ , ~ ~ ~ ~ 7.1.7 AG# _ : • t f 7.1.7 ,Ac.~ ~ t ~ z ~
~ , Y ,
~ ~.q L, q" ,t ~ : a, • N , a r~ - ; T AND & STREAM DATA
* t / „ ' • ~ ~ ¢ - 4 r 1 ~ ~ 18 412 I ~A
L N~ R FtET OF EXiS i 1NG STREAM ~ ~ ~ ~ 4 ~ ~
~ f ~ / / _ 7 _ i 296 LINEAR FEET OF STREAM IMPACT 1,61% OF TOTAL t
~ ~ ; L~ , ,Y 4 r ~ ' ~ ~ ~ l
_ , / ~ ~ ~ - . • n.. / °y 1.82 # ! ~ . ' ~ ~ 1.75 ACRES OF EXISTING WET AN ; t L DS
• f ~ ~ e ..1 ~ ; 1. ~ -0.055 ACRES OF WET A~ I J , ~ L 'JC MPA~,T (3.09~o OF TONAL)
ti ~ ~ ~ Y kp ~~r~, i / ~ ~ . _ - ~ ~ 'Ft~ ~,k rho `s~~ ,j' V. 4 ~ a l . / w ' t~ ~ ~ : BM. ~ ~ ACRES OF WETLANDS PROPOSED ~ ~
a.. ~ ~ :.~:.a ,w.:a:.:w a, • ~t4 ' ` vR ~1 -t, 8.~5t ACRES NET INCREASE 1N WET~AN
,i . J !I 4 i R,µ ~ ~ - ~ a;-.~,
C f / . - -'0. 4 ~1r +4 ~~'4w Eivigtll ~ ~ ' 1 , ~ A T ~ T i ~,~4 - ~ . , ~ ~ ~,.,~k ~~lOiE. ACREAGE Or WE7E,ANDS IN S~OR~ .Y BE ACRE C~r,
6 ~ ~ 4 a~ ~ ~a , } ~ ~ LESS DEPENDING ON THE FINAL DESIGN
- , r,,~ ~ + / . ~
z 'u, 1 / ,1 ~ I i ,J l - / / ' n 4 ' )t G ~ k ~ ,1'~,, 4~' j ,.~1F:: S ~ * r
r ~ ~ • ; - CC
i / r , I w . 1. fir. t t a t.. ,.i.. ~ ~ ~ - / r ~6 `S / ! ~ ~ b ~ ~ w ~ ~r ~ TR AM BUFFER t ~ x a~.,w ,
, ~ 1 ~ > ~ v _ i'' y , ~ L ..TR~.AMS SHOWN 1 ~ ~ ~ , ~ ON THIS PLAN HA1 ~M
_ ~ < 1 ' ° ; r , . ` I 1, ~ F ER PROPOSED.
. r , , _ y r ~ 1 r„ ~
e f t f a ~f , 7`. ! i r . f ~ ~ 4 , . AN ADDITIONAL STREAM BUFFER !S PROVIDED AD~A~ENT TO
~ ~ 1 x + ~ ; 5t'~'rS`~RL_BU R f ~ ~ ~ ( . ; w THE WETLANDS SHObYN IN LOTS 6M & 6B.
! f r • y • f .r~\\w / rf ;3„ .I • - ~~~~yy .
r r. P . , , 1 z.. ~ , l +A y ~ ~ ~ 1 ~ h ;P~' 4 r.' ~ a' f , !
« { 1 ~/#t 'a - t , ~ ~ 1 A 'tp,~ S
7 ~ ~ t ~ ~ ' 'a>~d ~ _
} , ~ _ - ~ ~ t . „ ~ a. 1 ~ ~fi ~t / STI'~EA~I ~ . ~
~ ~ h^ ! 1 aaS~nr~c ~ x t t ~ ~ ~ p w..'. Yom. ~ ; , ~ ~ ~ ~ , H i - ~ , . ~
i ~~~i~ i A.f"1~ S 7k ~ fi'.i r k i ~ t ~ ~ - ~ yis ~ ~ .,4 l ~ ~ } f~ y _ 9 t , 1
1 ' , ~
- ! ~ ~ ~ f t~ .A ~ ~ • t t ~ ~ ~
C ~ ~ ° ~ ~ LOT QC ~ . i >
_ , ' , i ~ ~ ~ 98 A~.f
- ` ..~.a, ~ 1 ~ ~ ~ , q ~ M ~,7 t ~ 1
zr \ k . a. ~!r Jd 1 Sri "'----.:a~~ i~ L r ~ P~
r. 1 i n ~ 1 ~ I ~
~y ' h ~ ~ 1 i'' ~ U•--- ~ ? ~ 11II ~ ~
~ ~ ~ ` . ~ , : VISIT ~ ~ " o-'1 Y t m ! ~ ' , ~ l ! j ~ ' ~ ~ ~ t
f ! ~ `'`MU• v BTREA IMPACT ! ~ ~ , ,a ~ t a~ z« t _ ~ _ , ~
~ ~ r , 'S.E~4 1 1 ~ t . • . _ ~ t . s, ~ r
t~ c-..~~i~r~~,~* E-;,. t A If1t1111/!
1 LOT LOT 5F LOT eE 6/2/03
. 27~~~' l • '1f
I1j
Ww"TLAND IMPACT "XHI"IT
1 STREAM
LOT 60 a. 10.86 Ac.f
i
Prepared for:
EXHIBIT z \ ~ i ~ CITIZENS FOR ECONOMIC DEVELOPMENT, INC.
STREAM IMPACT 1
-4-47 LF P.O. BOX 205
LOT 60 REIDSVILLE NC 27375
1. r STRItAW, IMPACT i ~
11", 111; Ik" E IHIT
STREAM IMPACT
EXISTING POND c LEGEN POND ro ec 02-032 1 .
i _XLOT SA/
Aci STREAM Prepared
u_ .
- - -a s
Md'T 7~j 5 ~ a" ~ '~yr .,y`wr w4•,~ D ~?rl.,lwr~~. t 4r FI 1 `m t . s 1 601 N. Trade Street' WETLAND
t tt. ! ( r. }~..~M k~ '~s fit. st ~ ~ ONSE. 1 Suite 200
Winston Salem, NC
0 f~SS 27101-2916 STREAM BUFFER r p ,
Landscape Architecture
EXISTING WETLA Civil Engineering P: 336.723.1067 ING WETLANDS } LOTUNE Stimmel ASSOCt1t@5, PA Land Planning F: 336.723,1069 23.1069
a q • ~ LOT, --r --r-.- .-r --r-- SEWER U NE'.~' ~t C3
r qt f I _ Ac,* Nit
, WWER EASEMENT
r 200 0 200 400 600
EXISTING TREEUNE
r ,
- PHASE UNE
North " , STORMWATER ' UNWE D SCALE. 1=200
, .R. 2108, SWW
RIVERSIDE :CSR 9 ~
,