20060138 Ver 1_COMPLETE FILE_20060125

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PROGRAM
INVOICE
August 23, 2006
Lanny Rhew
City of Greensboro
300 West Washington Street
Greensboro, NC 27402
Project: Hornaday Road Improvements
County: Guilford
DWQ No: 06-0138
USACE ID: 200620357
EEP No: ILF-2005-4148
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above reference
project through payment of a fee to the North Carolina Ecosystem Enhancement Program (NCEEP). In accordance with 15A NCAC
2H.0500, the amount you owe is based upon the 2006-07 Fee Schedule and has been calculated as follows (Please note: payment of
wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call David Robinson at
919-715-2228.
Riparian Wetlands 0 acres
Non-Riparian Wetlands 0 acres
Saltwater Wetland 0 acres
Stream 220 linear ft
Buffer -Zone 1 & 2 44,340 sq ft
TOTAL AMOUNT DUE
X $ 26,246.00
X $ 13,123.00
X $131,230.00
X $ 219.00
X $ .96
_ $ 48,180.00
_ $ 42,566.40
$ 90,746.40
Please mail a check payable to NCEEP for the Total Amount Due to the address below, and enclose a copy of this invoice.
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to NCEEP is not reimbursable unless a request for reimbursement is received within 12 months of
the date of the receipt. Any such request must be accompanied by letters from the permitting agencies stating that the permit and/or
authorization have been rescinded. If the payment check's account name is not the same as the permit holder's name, please include a
signed statement that the check is being written on behalf of, and with full knowledge of, the permit holder.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM NCEEP PRIOR TO COMMENCING THE
ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY
CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
Tre' Dugal, Wilbur Smith-Ralcigh (fax)
File ??( vI
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
O?O? W AT ?9QG
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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
March 6, 2006
DWQ# 06-0138
Guilford County
Mr. Lanny Rhew
City of Greensboro
300 West Washington Street
Greensboro, NC 27402
APPROVAL of 401 Water Quality Certification with Additional Conditions And No Practical
Alternatives Determination Per The Randleman Lake Water Supply Watershed Buffer Protection Rules
(15A NCAC 2B.0250)
Dear Mr. Rhew:
The City of Greensboro has our approval, in accordance with the attached conditions, to place permanent fill in,
or otherwise impact, 220 linear feet of perennial stream, 0.043 acre of wetlands, and 44,340 square feet of
protected riparian buffers (21,258 square feet in Zone 1, 23,082 square feet in Zone 2) for the purpose of
widening and extending Hornaday Road in Greensboro, Guilford County, as described in your application
received by the Division of Water Quality on January 25, 2006. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3404, which can be viewed
on our web site at http://www.ncwaterqualit?or.u?/wetiands.htm1. This Certification allows you to use
Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. This letter shall also act as
your approved No Practical Alternatives determination for impacts to the protected riparian buffers per 15A NCAC 213
.0250(2), Randleman Lake JVater Supply 6Yatershed: Protection and Maintenance of Riparian Areas. In
addition, you should secure any other applicable federal, state or local permits before you proceed with your
project, including (but not limited to) those required by 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 Certifications.
This approval is valid only for the purpose and design that you have 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 these Certifications 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. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Nose Carolina
Aahma!!y
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet httpll: www newaterguality.on7
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
I
Mr. Lanny Rhew
Page 2, DWQ# 06-0138
March 6, 2006
Amount Approved Plan Location or Reference
Streams 220 linear feet Unnamed tributary to Long Branch located just south of
Chimney Rock Road in Greensboro, Guilford County as
depicted on the site plan.
Amount Approved Plan Location or Reference
Wetlands 0.043 acre Minor wetlands located along, and in the vicinity of, two
unnamed tributaries to Long Branch near Chimney Rock
Road and Homaday Road in Greensboro, Guilford
County as depicted on the site plan.

Amount Approved Plan Location or Reference
Buffers Zone 1: 21,258 sq. ft.
Zone 2: 23,082 sq. ft. Riparian Buffers associated with two unnamed tributaries
to Long Branch adjacent to Chimney Rock Road and
Hornaday Road in Greensboro, Guilford County as
depicted on the site plan.

2. We understand that you have chosen to contribute to the North Carolina Ecosystem Enhancement
Program (NC EEP) in order to compensate for the impacts to streams and buffers. In accordance with
15A NCAC 2R .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory
mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the NC
EEP receives and clears your check (made payable to: DENR - North Carolina Ecosystem Enhancement
Program), stream, wetland, and buffer impacts (including fill) shall not occur at this site. Ms. Carol
Shaw should be contacted at [phone] if you have any questions concerning the Ecosystem
Enhancement Program. You have thirty (30) days from the date of this Certification to make this
payment. For accounting purposes, this Certification authorizes the permanent fill of 220 linear feet of
perennial stream, 0.043 acre of wetlands, and 44,340 square feet of riparian buffer in the Cape Fear
River Basin, Cataloging Unit 03030002. Mitigation is required for permanent impacts to 220 linear feet
of perennial stream and 44,340 square feet of riparian buffer.
3. The culvert required for this project shall be installed in such a manner that the original stream profile is
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 the location
of the culvert. The culvert shall be designed and installed to prevent head cutting of the stream. If the
culvert becomes perched, the appropriate stream grade shall be re-established or, if the culvert is
installed in a perched manner, the culvert shall be removed and re-installed correctly. 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).
i
r
Mr. Lanny Rhew
Page 3, DWQ# 06-0138
March 6, 2006
4. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-IV waters as described in 1511 NC, 4C 02B .0216 Fresh Surface 6Vater
Quality Standards For Class TVS-IV TVaters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
project is completed or, if applicable, within six months of the date that the project is released by the
North Carolina Division of Land Resources.
6. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
7. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the streambed must be inserted into the bed matrix to a depth sufficient to
provide the thickness of riprap required for scour protection. The elevation of the streambed must not be
increased by the placement of riprap. Placement of riprap must not result in destabilization of the
streambed or banks upstream or downstream of any crossing.
8. Upon completing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been finished.
This certificate should be returned to the Wetlands/401 Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Conpletion, please send photographs upstream
and downstream of each culvert site to document correct installation.
If you do not accept any of the conditions of these Certifications, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. These Certifications and their conditions are
final and binding unless you ask for a hearing.
Mr. Lanny Rhew
Page 4, DWQ# 06-0138
March 6, 2006
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 Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
N1A1? ?, 2.006
p?NFi AT?,f2 QUALITY
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Attachments
Sincerely,
6 4 ? ;1?
Alan W. Klimek, P.E.
d??
cc: Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Tre' Dugal, Wilbur Smith Associates, 421 Fayetteville Mall, Suite 1303, Raleigh, NC 28208
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CERTIFIED MAIL: 7003 3110 0003 6489 8278
RETURN RECEIPT REQUESTED
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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Reference: Section 401 Water Quality Certification for Hornaday Road Extension
Mr. Lanny Rhew
City of Greensboro
300 West Washington Street
Greensboro, NC 27402
Dear Mr. Rhew:
Alan W. Klimek, P.E. Director
Division of Water Quality
February 20, 2006
DWQ# 06-0138
Guilford County
On January 25, 2006, the North Carolina Division of Water Quality (DWQ) received your application for a.
Section 401 General Water Quality Certification to place fill in 220 linear feet of an unnamed tributary to
Long Branch, 0.043 acre of wetlands, and 44,340 square feet of riparian buffer in the Randleman Lake
watershed on Hornaday Road in Greensboro, Guilford County. This proposed fill is related to the planned
widening and extension of Hornaday Road. In order that we may determine your project's compliance with
15A NCAC 2H .0500, please provide five (5) copies of the following information:
1. The City of Greensboro has indicated in its Section 401 General Water Quality Certification
application that it will satisfy the compensatory mitigation required for the impacts to streams,
wetlands, and riparian buffers associated with this project by paying the appropriate mitigation fee
to the North Carolina Ecosystem Enhancement Program (NC EEP). Please provide the Division of
Water Quality with documentation showing that the NC EEP will accept payment from the City of
Greensboro for the required amount of stream, wetland, and buffer mitigation. Please be advised
that the proposed impacts to streams, wetlands, and buffers must not occur until the NC EEP has
agreed to accept payment for mitigation and has received your payment in full.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the U.S.
Army Corps of Engineers place this project on hold. Also, this project will be placed on hold for DWQ
processing due to incomplete information (15A NCAC 2H.0507(h)). The processing of this application
will begin when the requested information is received. Please be advised that if your proposed activity is
subject to Section 404 of the Clean Water Act (33 U.S.C. 1344), you must also receive a Section 401
Water Quality Certification from the N. C. Division of Water Quality before you begin any work.
None Carolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet httpll:h2o.enrstate.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. Lanny Rhew
Page 2, DWQ# 06-0138
February 20, 2006
Please send the requested information to Mr. Ian McMillan, N. C. Division of Water Quality, Wetlands/401
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you have any questions, please
contact Mr. Daryl Lamb, DWQ, Winston-Salem Regional Office, at [phone], extension 293.
Sincerely,
Steve W. Tedder
Regional Supervisor
DWQ Winston-Salem Regional Office
SWT/cdl
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 Unit File Copy
Mr. Tre' Dugal, Wilbur Smith Associates, 421 Fayetteville Street Mall, Suite 1303, Raleigh, NC
27601
O?O? W AT
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
February 20, 2006
DWQ# 06-0138
Guilford County
CERTIFIED MAIL: 7003 3110 0003 6489 8278
RETURN RECEIPT REQUESTED
Reference: Section 401 Water Quality Certification for Hornaday Road Extension
Mr. Lanny Rhew
City of Greensboro
300 West Washington Street
Greensboro, NC 27402
Dear Mr. Rhew:
On January 25, 2006, the North Carolina Division of Water Quality (DWQ) received your application for a
Section 401 General Water Quality Certification to place fill in 220 linear feet of an unnamed tributary to
Long Branch, 0.043 acre of wetlands, and 44,340 square feet of riparian buffer in the Randleman Lake
watershed on Homaday Road in Greensboro, Guilford County. This proposed fill is related to the planned
widening and extension of Hornaday Road. In order that we may determine your project's compliance with
15A NCAC 2H .0500, please provide five (5) copies of the following information:
1. The City of Greensboro has indicated in its Section 401 General Water Quality Certification
application that it will satisfy the compensatory mitigation required for the impacts to streams,
wetlands, and riparian buffers associated with this project by paying the appropriate mitigation fee
to the North Carolina Ecosystem Enhancement Program (NC EEP). Please provide the Division of
Water Quality with documentation showing that the NC EEP will accept payment from the City of
Greensboro for the required amount of stream, wetland, and buffer mitigation. Please be advised
that the proposed impacts to streams, wetlands, and buffers must not occur until the NC EEP has
agreed to accept payment for mitigation and has received your payment in full.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the U.S.
Army Corps of Engineers place this project on hold. Also, this project will be placed on hold for DWQ
processing due to incomplete information (15A NCAC 2H .0507(h)). The processing of this application
will begin when the requested information is received. Please be advised that if your proposed activity is
subject to Section 404 of the Clean Water Act (33 U.S.C. 1344), you must also receive a Section 401
Water Quality Certification from the N. C. Division of Water Quality before you begin any work.
N cthCarolina
.11 aturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Lanny Rhew
Page 2, DWQ# 06-0138
February 20, 2006
Please send the requested information to Mr. Ian McMillan, N. C. Division of Water Quality, Wetlands/401
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you have any questions, please
contact Mr. Daryl Lamb, DWQ, Winston-Salem Regional Office, at [phone], extension 293.
Sincerely,
Steve W. Tedder
Regional Supervisor
DWQ Winston-Salem Regional Office
SWT/cdl
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
Central Files
Wetlands/401 Unit File Copy
Mr. Tre' Dugal, Wilbur Smith Associates, 421 Fayetteville Street Mall, Suite 1303, Raleigh, NC
27601
Triage Check List
Date: 1/30/06
Project Name: COGreensboro - Hornaday Road Ext.
DWO#: 06-0138
rr rz
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 1/25/06 - 3/26/06
From: Cyndi Karoly Telephone: [phone]
County: Guilford
The file attached is being forwarded to you 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 (Meuse, 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: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter toot Appttcame or iN/A .)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 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: ?
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 detail 0 wgL??? L? D
II. Applicant Information JAN 1 2006
1. Owner/Applicant Information DCNit. WATER QUALITY
Name: City of Greensboro Attn • I an=Rh2?110Q1 i ffiATERCRf',t` l
Mailing Address: 300 West Washi natnn St
Greensboro, NC 27402
Telephone Number: 336-373-2920 Fax Number: 336-373
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: Tre' Dugal P.E.
Company Affiliation: Wilbur Smith Associates
Mailing Address: 42 Fayetteville Street Mall, Suite 1303
Raleigh, NC 27601
Telephone Number: 919 755-0588 Fax Number: 91 9-832-8798
E-mail Address:
Page 5 of 13
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: Hornadav Road Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow I-40 West toward
Winston-Salem. Take the Guilford College Road Exit and turn left off exit. Make a
right at the 2" silznal onto Hornadav Road. Follow road approximately 0.5 to 1 -miles
to dead end.
5. Site coordinates, if available (UTM or Lat/Long): Lat 36 03 36.02 Long -79 55 07.88
(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): linear roadway improvements
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Long Branch
8. River Basin: Upper Randleman Watershed
(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/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 surrounding areas consist of forest, an unnamed
tributary to Long Branch and residential properties to the south on the eastern portion
of the project. The project section off Hornadav Road is currently an unpaved road.
Page 6 of 13
To the north and west are industrial and commercial businesses. To the east is existing
Hornaday Road Martin Marietta operates a quarry alone the western portion of the
proiect area A quarry pond is located adiacent to the proposed roadway
improvements Hornaday Road is being bisected by the Greensboro Urban Loop (TIP
U-2524 AC) which is currently under construction.
10. Describe the overall project in detail, including the type of equipment to be used: Grading
equipment will be utilized to build the extension road. A retaining wall is proposed to
avoid any disturbance to Zone 1 of the UT just south of existing Hornadav Road and
east of Long Branch. Existing Hornadav Road will be widened along its current
location east of the urban loop. The improvements to the west of the urban loop will be
on new location Existing Chimney Rock Court will be removed as part of this project
and converted to brass and natural areas.
11. Explain the purpose of the proposed work: To extend and connect Chimney Rock Court
to Hornaday Road to improve access and mobility to I-40. The Chimney Rock Road
interchange with I-40 was eliminated due to the proposed urban loop interchange with
I-40.
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.
This is a project for the City of Greensboro, however, NCDOT is currently constructing
TIP U-2524 AC for which permits have been issued for.
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.
No
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
Page 7 of 13
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: Impacts due to roadway fill slopes.
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***
WI Fill 0.005 No 13' Power Line
W2 Fill 0.026 No 0 Forested Wetland
W3 Fill 0.012 No 130' Forested Wetland
W4 None 0
W5 None 0

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, rill,
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.fema.!ov.
*** 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: 0.043
Total area of wetland impact proposed: 0.043
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?
(please secif )
S1 None
S2 None
S3 Fill 220 UT to Long Branch 2' to 4' Intermittent
S4 None

* 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),
Page 8 of 13
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.usLs.go_v. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.m,ipquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
P1 None
P2 None

* 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
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): ? 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 nroiect is linear in nature and the alienment of the roadway was adjusted to avoid
and minimize environmental impacts. The bridge location was revised to the north and a
retaining wall added to avoid impacts to the stream S2 (unnamed trihutary to Long
Page 9 of 13
Branch). Existing businesses, residential properties and a quarry pond limited further
adjustment to the alignment to avoid or minimize impacts.
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
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/strm,ide.htmi.
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.
Ecosystem Enhancement Program
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
Page 10 of 13
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): 220
Amount of buffer mitigation requested (square feet): Zone 1 - 21,258, Zone 2 - 23,082,
Zone 3 - 85,443
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): 0.043
Amount of Coastal wetland mitigation requested (acres): n/a
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 ® 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
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 ? 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.
Page 11 of 13
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 21,258 ft2 3 63,774 fe
2 23,082 ft2 1.5 34,623 ft2
Total 44,340 ft2 98,397 ft2
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 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.
Ecosystem Enhancement Program
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.
Existine imnervious area was 2.4 acres (104, 544 ft2), proposed impervious area is 4.7 acres
(204,733 ft2) Stormwater will be collected in pipes and ditches. Outfalls will use level
spreaders prior to Zone 1 buffer.
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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 12 of 13
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).
A?__ -
App it nt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.us,ice.army.mi]/wet]ands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.miI/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr. state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http•//www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at httl2:Hh2o.ehnr.state.nc.us/ncwetlands/fees.htmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivcrs Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 13
r OFFICE USE ONLY: Date Received Request #
State of North Carolina Department of Environment and Natural Resources Division of Water Quality '?
"General" Major Variance Application Form - r ?
From the Neuse and Tar-Pamlico Riparian Buffer Protection Rules for residential
structures on existing lots within the coastal comities as defined by the Coastal Area
Management Act ? ? V
(As approved by the Water Quality Committee of the Environmental Management Commission on 5/9 I ?J l.9 I Ill
Please identify which Riparian Area Protection Rule applies. "" JAN 5 2006
Neuse River Basin: Nutrient Sensitive Waters Management Strata YVAI irk QUAL11Y
Protection and Maintenance of Riparian Areas Rule (15A NCR& V1.??jrorur?tinTrRclltJMI
Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC.0259)
Randleman Lake: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B
.0250)
NOTE. To constitute a complete application, all of the information requested in
this form must be provided. Incomplete applications will be returned to the
applicant. The original and two copies of the completed "General" Variance
Application Form and any attachments must be sent to the DWO 401/Wetlands
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650, 919-733-1786
to constitute a complete submittal. This form may be photocopied for use as an
original.
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etc. who owns the property):
City of Greensboro
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: Lanny Rhew
Title: Asst City Engineer
Street address: 300 West Washington Street
City, State, Zip Greensboro. NC 27402
Telephone:( ) 336-373-2920
Fax:( ) 336-373-2338
3. Contact person who can answer questions about the proposed project:
Name: Thomas Cordell
Telephone: ( 336) 373-2039
Fax: [phone]
Email: [e-mail]
"General" Variance Application Form Version 1:
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Hornaday Road Extension
5. Project Location:
Street address: Hornaday Road
City, State, Zip: Greensboro NC
County: Guilford
Latitude/longitude: 36 03 36.02/-79 55 07.88
6. Directions to site from nearest major intersection (Also, attach an 8'/2 x 11 copy of the
portion of the USGS topographic map indicating the location of the site):
Exit off 1-40 onto Guilford College Road, Turn left off the exit and follow Guilford
College south approximately 1000' turn right onto Hornaday Road. Project begins
approximately 0.5 mile down road.
7. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label
as "UT' to the nearest named stream):
UT Long Branch
Stream classification [as identified within the Schedule of Classifications 15A NCAC 213
.0315 (Neuse) or.0316 (Tar-Pamlico)]:
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
X 401 Certification/404 Permit
On-site Wastewater Permit
Active Connection to Sanitary Sewer System
X NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
2
of buffer impact in ft .:
Construction of a roadway to connect Hornaday Road and Chimney Rock Road.
Chimney Rock Road was recently closed at 1-40 due to the construction of the urban
loop (NC DOT TIP U2524 AC). Buffer Zone 1 impacts = 21,258 sf. Buffer Zone 2
impacts = 23,082 sf.
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
"General" Variance Application Form, page 2 Version 1: May 2001
The roadway alignment has been adjusted to minimize impacts to the riparian buffer.
Any additional adiustments of the alignment to the north would impact a trucking
company which has underground storage tanks located on the property. A design
exception has been issued to lower the design speed and alignment radius to allow
the road to pass between the trucking company and a quarry pond to the west.
3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.
Silt fence will be utilized alonq fill slopes and other erosion control measures will be
implemented Flow from the roadway will be diffused prior to entering the UT to Long
Branch and will not directly outfall into the UT. The areas between the sidewalk and
slopes stake limits will be replanted with vegetation.
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
As stated in #2 alignment shifts have been used. Extensive impacts to Wilson
Trucking Company and the relocation of a Duke Power Transmission line that has
been relocated as part of the urban loop project. This would increase the overall
construction and project costs.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
The roadway alignment is constrained by existing business property and quarry pond
which limits the horizontal adiustments.
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
Shiftina the alignment north of existing Hornaday Road and avoiding the buffers of
the quarry pond would take an existing trucking company. The disruption to the
business would require the entire trucking company property to be purchased for
riaht of wav. An increase in the bridge length would be also cause an increase in
construction costs to the proiect.
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed
or deleted without concurrence from the State, and that the easements will be recorded prior
to the sale of any lot.
"General" Variance Application Form, page 3 Version 1: May 200
f
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that
they may provide information on your behalf, please complete this section:
Designated agent (individual or fine
Mailing address:
City, State, Zip:
Telephone:
Fax•
Email:
Part 5: Applicant's Certification
1, ?_ >1 1? L . (print or type name of
person listed in Part I, Item 2), certify that the information included on this permit application
form is correct, that the project will be constructed in conformance with the approved plans
and that the deed restrictions in accordance with Part 5 of this form will be recorded with all
required permit 7oditio s.
Signature: n?-- ?E-
Date:
Title: bs??isror G/?? LN[-p??tk'
NC Division of Water Quality (DWQ)
401 Wetlands Certification Unit
2321 Crabtree Blvd. (LOCATION)
1650 Mail Service Center (MAILING ADDRESS)
Raleigh, NC 27699-1650
[phone] (phone)
http://h2o.enr.state.nc.us/ncwetlands/
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
General Number: [phone]
http://www.saw.usace.army.miI/wetlands/regtour.htm
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
Post Office Box 1000
Washington, North Carolina 27889-1000
General Number: [phone]
http://www.saw.usace.army.mil/wetiands/regtour.htm
Washington District Office
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
phone: [phone]
Morehead City District Office
Division of Coastal Management
151-B Highway 24
Morehead City, NC 28557
phone: [phone]"
General" Variance Application Form, page 4 Version 1: May 20

Office Use Only: Form Version May 2002
20060138
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 +- ; 7
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 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: ?
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), D r, r=
II. Applicant Information
JAN 2 5 Z006
1. Owner/Applicant Information
Name: City of Greensboro Attn. ann;J?j??J{[r?R,wATCRQUAtr?1y1Y
. ??C'!'. ?'tllb?b.tlNV iY
Mailing Address: 300 West Wa shi n9tnn St-
Greensboro, NC 27402
Telephone Number: 336-373-2920 Fax Number: 336-373
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: Tre' Dugal P.E.
Company Affiliation: Wilbur Smith Associates
Mailing Address: 42 Fayetteville Street Mall, Suite 1303
Raleigh, NC 27601
Telephone Number: gig 755-583 Fax Number: 919-8s7-879,9
E-mail Address:
Page 5 of 13
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: Hornaday Road Extension
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow I-40 West toward
Wmcfnn_Cnlnm Take the GiiUnrd f nllene Road Exit and turn left off exit. Make a
rinht at the 2nd signal onto Hornaday Road. Follow road approximately 0.5 to 1 miles
to dead end.
5. Site coordinates, if available (UTM or Lat/Long): Lat 36 03 36.02 Long -79 55 07.88
(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): linear roadway improvements
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Long Branch
8. River Basin: Upper Randleman Watershed
(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.u.S/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 surrounding areas consist of forest, an unnamed
trihutary to Long Branch and residential properties to the south on the eastern portion
of the proiect The proiect section off Hornaday Road is currently an unpaved road.
Page 6 of 13
To the north and west are industrial and commercial businesses. To the east is existing
Hornadav Road Martin Marietta operates a quarry along the western portion of the
proiect area A quarry pond is located adjacent to the proposed roadway
improvements Hornadav Road is being bisected by the Greensboro Urban Loop (TIP
U-2524 AC) which is currently under construction.
10. Describe the overall project in detail, including the type of equipment to be used: Grading
equipment will be utilized to build the extension road. A retaining wall is proposed to
avoid any disturbance to Zone 1 of the UT just south of existinji Hornadav Road and
east of Long Branch. Existing Hornadav Road will be widened along its current
location east of the urban loop. The improvements to the west of the urban loop will be
on new location Existing Chimney Rock Court will be removed as part of this project
and converted to grass and natural areas.
11. Explain the purpose of the proposed work: To extend and connect Chimney Rock Court
to Hornadav Road to improve access and mobility to I-40. The Chimney Rock Road
interchange with I-40 was eliminated due to the proposed urban loop interchange with
I-40.
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.
This is a project for the City of Greensboro, however, NCDOT is currently constructing
TIP U-2524 AC for which permits have been issued for.
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.
No
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
Page 7 of 13
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: Impacts due to roadway fill slopes.
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***
W1 Fill 0.005 No 13' Power Line
W2 Fill 0.026 No 0 Forested Wetland
W3 Fill 0.012 No 130' Forested Wetland
W4 None 0
W5 None 0

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, rill,
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 litip://www.fem,-i.?-,ov.
*** 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: 0.043
Total area of wetland impact proposed: 0.043
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?
(please secif )
S1 None
S2 None
S3 Fill 220 UT to Long Branch 2' to 4' Intermittent
S4 None

* 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),
Page 8 of 13
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/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.?_'Ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maCquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 220'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on ma)
Type of Impact* Area of
Impact

(acres)

at)
Name pplicabblele)
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)
P1 None
P2 None

* 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
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): ? 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 nroiect is linear in nature and the alignment of the roadway was adiusted to avoid
and minimize environmental impacts. The bridte location was revised to the north and a
retaininll wall added to avoid impacts to the stream S2 (unnamed tributary to Long
Page 9 of 13
Branch) Existinll businesses, residential properties and a quarry pond limited further
adiustment to the alignment to avoid or minimize impacts.
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
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/ncwet]ands/strm?zide.htmi.
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.
Ecosystem Enhancement Program
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
Page 10 of 13
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.ushvrp/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): 220
Amount of buffer mitigation requested (square feet): Zone 1 - 21,258, Zone 2 - 23,082,
Zone 3 - 85,443
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): 0.043
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ® 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
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 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? 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.
Page I 1 of 13
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 21,258 ft2 3 63,774 ft'
2 23,082 ft2 1.5 34,623 ft2
Total 44,340 ft2 98,397 ft2
* Zone 1 extends out 30 feet perpendicular trom near banK of cnannel; Lone L extenas 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.
Ecosystem Enhancement Program
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.
Existine impervious area was 2.4 acres (104, 544 ft2), proposed impervious area is 4.7 acres
(204,733 ft)Stormwater will be collected in pipes and ditches. Outfalls will use level
spreaders prior to Zone 1 buffer.
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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 12 of 13
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).
A ?__ -
App icant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

o? Faio
OF WATF?
QG
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.miI/wet]ands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mi]/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
httl2://www.saw.usace.ari-ny.mil/wetlands/nwpfinalFedReR.I2d f. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at httl2:Hh2o.elinr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 13
OFFICE USE ONLY: Date Received _ Request #
State of North Carolina Department of Environment and Natural Resources Division of Water Quality
"General" Major Variance Application Form
From the Neuse and Tar-Pamlico Riparian Buffer Protection Rules for residential
structures oii existing lots within the coastal counties as defined by the Coastal Area
Management Act
(As approved by the Water Quality Committee of the Environmental Management Commission on 5/9/2001)
Please identify which Riparian Area Protection Rule applies. `) 0 0
? 33
Neuse River Basin: Nutrient Sensitive Waters Management S
Protection and Maintenance of Riparian Areas Rule (15A NCA6^ f -2t7
iJ 7@
JA?a?
Tar-Pamlico River Basin: Nutrient Sensitive Waters Management 7,f?OG
Strategy Protection and Maintenance of Riparian Areas Rulet,(A r--?VVATI t. tj?? t It .
NCAC .0259)
Randleman Lake: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B
.0250)
NOTE. To constitute a complete application, all of the information requested in
this form must be provided. Incomplete applications will be returned to the
applicant. The original and two copies of the completed "General" Variance
Application Form and any attachments must be sent to the DWO 4011Wetlands
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650, 919-733-1786
to constitute a complete submittal. This form may be photocopied for use as an
original.
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etc. who owns the property):
City of Greensboro
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: Lanny Rhew
Title: Asst City Engineer
Street address: 300 West Washington Street
City, State, Zip Greensboro NC 27402
Telephone: ( ) 336-373-2920
Fax:( ) 336-373-2338
3. Contact person who can answer questions about the proposed project:
Name: Thomas Cordell
Telephone: ( 336) 373-2039
Fax: { 336 ) 669-0602
Email: [e-mail]
"General" Variance Application Form Version 1:

4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Hornadav Road Extension
5. Project Location:
Street address: Hornadav Road
City, State, Zip: Greensboro, NC
County: Guilford
Latitude/longitude: 36 03 36.02/-79 55 07.88
6. Directions to site from nearest major intersection (Also, attach an 8'/2 x 11 copy of the
portion of the USGS topographic map indicating the location of the site):
Exit off 1-40 onto Guilford College Road, Turn left off the exit and follow Guilford
College south approximately 1000' turn right onto Hornadav Road. Project begins
approximately 0.5 mile down road.
7. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label
as "UT" to the nearest named stream):
UT Long Branch
Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B
.0315 (Neuse) or.0316 (Tar-Pamlico)]:
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
X 401 Certification/404 Permit
On-site Wastewater Permit
Active Connection to Sanitary Sewer System
X NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
2
of buffer impact in ft .:
Construction of a roadway to connect Hornadav Road and Chimney Rock Road.
Chimney Rock Road was recently closed at 1-40 due to the construction of the urban
loon (NC DOT TIP U2524 AC). Buffer Zone 1 impacts = 21,258 sf. Buffer Zone 2
impacts = 23,082 sf.
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
"General" Variance Application Form, page 2 Version 1: May 2001
r
The roadway alignment has been adjusted to minimize impacts to the riparian buffer.
Any additional adjustments of the alignment to the north would impact a trucking
company which has underground storage tanks located on the property. A design
exception has been issued to lower the design speed and alignment radius to allow
the road to pass between the trucking company and a quarry pond to the west.
3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.
Silt fence will be utilized along fill slopes and other erosion control measures will be
implemented Flow from the roadway will be diffused prior to entering the UT to Long
Branch and will not directly outfall into the UT. The areas between the sidewalk and
slopes stake limits will be replanted with vegetation.
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
As stated in #2, alignment shifts have been used. Extensive impacts to Wilson
Trucking Company and the relocation of a Duke Power Transmission line that. has
been relocated as part of the urban loop project. This would increase the overall
construction and project costs.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
The roadway alignment is constrained by existing business property and quarry pond
which limits the horizontal adjustments.
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
Shifting the alignment north of existing Hornaday Road and avoiding the buffers of
the quarry pond would take an existing trucking company. The disruption to the
business would require the entire trucking company property to be purchased for
right of way. An increase in the bridge length would be also cause an increase in
construction costs to the project.
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed
or deleted without concurrence from the State, and that the easements will be recorded prior
to the sale of any lot.
"General" Variance Application Form, page 3 Version 1: May 200
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that
they may provide information on your behalf, please complete this section:
Designated agent (individual or firm):
Mailing address:
City, State, Zip:
Telephone:
Fax:
Email:
Part 5: Applicant's Certification
I, A - L--& m / 90,7--w E L . (print or type name of
person listed in Part I, Item 2), certify that the information included on this permit application
form is correct, that the project will be constructed in conformance with the approved plans
and that the deed restrictions in accordance with Part 5 of this form will be recorded with all
required permit conditio!l
Signature:
Date:
Title: el
NC Division of Water Quality (DWQ)
401 Wetlands Certification Unit
2321 Crabtree Blvd. (LOCATION)
1650 Mail Service Center (MAILING ADDRESS)
Raleigh, NC 27699-1650
[phone] (phone)
http://h2o.enr.state.nc.us/ncwetlands/
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
General Number: [phone]
http://www.saw.usace.army.mil/wetlands/regtour.htm
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
Post Office Box 1000
Washington, North Carolina 27889-1000
General Number: [phone]
http://www.saw.usace.army.mil/wetlands/regtour.htm
Washington District Office
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
phone: [phone]
Morehead City District Office
Division of Coastal Management
151-B Highway 24
Morehead City, NC 28557
phone: [phone]"
General" Variance Application Form, page 4 Version 1: May 20
FIRST UNION NATIONAL BANK VENDOR NO.: 17487
= CHAPEL HILL, NC 27514
City of Greensboro VENDOR NAME NC DENR
Post Office Box 3136 CHECK NUMBER: 140128
I4ftEEN: O Greensboro, NC 27402-3136 CHECK DATE: 01/19/06
Invoice No. Comments Invoice Date
CJ8'077 01/19/06
Project #P04160-01, 404/401 Permit for
HGrnaday Rd. Improvement
90060138
Gross Amount Discounts Net Check Amount
475.00 0.00 475.00
CC??O?'G Q
D
JA;' 2 5 ,1006
DENR - W„icr; ll,LITY
"rTLNy0.SAtr0STOfV ''Al RANCH
475.00 0.00 475.00
�1
t�
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0,0
i
D I �•
40 ` 0
0&
HI NEY ROCK ROADS J� X44
END' \ t, .20 213
PROJE%CT-
1IL2
EGIN __ L' HORNADAY ROAD 40
PROJECT_.._.__.� ,�._.._.._ -.----.--- --- ----_--.----------
_-- ---- —- -- _ ( 1546
I
L, �O� I _ 4126
C!� X1560 I 4142
.38 , 12
i 1658 4---! D
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Min I N.T.S.
I LEGEND:
si
FEATURE LOCATION
(S=STREAM P=POYQ
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100'BUFFER ZONE
(ZONE 31
50' BUFFER ZONE
(ZONE I -FIRST 30')
(ZONE 2 - NEXT 20')
WETLAND
City of 1`oiep"" k,��d,6iYground
Logs Ir.`ea�:
v•
COG Matar Rao -t. k X73-2033
GDOT Tra f Sgn#� 1.R ,w. 73-2606
COG/Gu i 1 f 6I�', 73-2084
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BEFORE YOU DIQI
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1-800-632-4949
I &I
CITY OF GREENSBORO
11DEPARTMENT OF TRANSPO
GUILFORD CO UNTY
LOCATION: HORNADAY ROAD BETWEEN CHIMNEY ROCK ROAD
AND WEST OF GUILFORD COLLEGE ROAD
TYPE OF WORK,* GRADING, PAVING, AHD DRAINAGE
-L- POC STA /5+95.32 =
Y POT STA 10+00.00
IN CONSTRUCTION
I0+58.65
END CONSTRUCTION
BUFFER�w
'I
k: ii ::�i� .�) ♦ .
LOCATION
ZONE I BUFFER
AREA (SF)
ZONE 2 BUFFS
AREA (c.`-")
ZONE 3 BUFFER
AREA (SF)
S/
2422
3,320,..
14,168
S2
0
zw
/9J60
TOTAL
220
,551
191560
Soo
30
77
4,574
Sob
125
285
2,5/2
P/
3833
7.722
25,469
TOTAL
2/.258
23.082
85,443
STREAM IMPACT TABLE
LOCATION
LENGTH OF
IMPACT (FT)
S/
0
S2
0
S3
220
S4a
0
Sob
0
TOTAL
220
WETLAND IMPACT TABLE
LOCATION
AREA OF
IMPACT (AC)
Wl
0.005
W2
0.026
W3
0.0/2
W4
0
W5
0
TOTAL
0.043
OPEN WATER IMPACT TABLE
LOCATION
AREA OF
IMPACT (AC)
P1
0
TOTAL
0
PTSto. 20+16.22 0�
I I—
. END BRIDGE ��� `'
END CONSTRUCTION (BY OTHERS)
_77 ; -„ CITY OF GREENSBORO STA.42+75.09
STA 36+50.09,
PTSto. 59+96.70
QUARRY
OND -----------------------I--- Y-----------------+ ?------------------------------------r-----------------------------------------------------,
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PTSto. 32+93.4/ 13EGI /BRIDGE U t- 2524 AC ; PRCSto. 55+49.47
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BEGIN CONSTRUCTION
CITY OF GREENSBORO NOT TO SC/1LE
-----------------1�-------------- '
------------------------ STA.43+00.09
END CONSTRUCTION
STA61+40.42
ROADWAY DESIGN HYDRAUUCS p V 9 • IV w
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~ CONIRAtrf BFEET I
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saL REPRESENTS EXISTING PA
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p Suite 1450
al ~ nN.. w.`a1!Kii......skuw^i+FC::Ir..,JeYs...., v„d `Toa~9. Zx/~1))jn,. c.,,;a, eacM;etnc _ - - - - - - _ M~ ur,m~v,rrAr t ~ _ utmrsi
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73-2033 l COG Yates hwqu y INCOMPLE E PLANS rvaE Co NMA rr carmACroR ASSUI ' Mum ~a AseurT Nnx.u,IE BBJCHMNU6 da~ ewnm CITY OF GREENSBORO
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MMAIK t 9 1-800-632-4949 ~ srn. 10+58.65 To nfauoo

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OF
I I I I
I I i I
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4
94-7031-0 0958-00 023 q~ ANDERSON MANAGEMENT
94-7031-0 0959-00 017 V OPMENT LLC ~ & DE EL W 94-7031-
CAROLINA TRACTOR & EQUIPMENT CO. N D.6.5407, PAGE 980 ANDERS 94-7031-0 0958-00 022 ; 94-7031-0 0958-00-016
D.B.2894, PAGE 844 lU & DEV ANDERSON MANAGEMENT I WILSON TRUCKING CORPORATION 5O' BUFFER ZONE & DEVELOPMENT, LLC ; D.6.2963, PAGE 710 (ZONE I -FIRST 30'1
i D.6.54( D.6.5407, PAGE 980 ~ (ZONE 2 -NEXT 20'1
~ o I
RUCTION w III END CONST z ~ I I ~ x
I III TIE TO EXISTING PAVEMENT ~ w I
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0 V F P! Sta 31+1928
P! Sta 17+25.55 94-7031-0 0958-00-002 F ~ _ !13'16'36.9'(71
= 89' 14' 41.2' (RT) MARTIN MARIETTA MATERIALS, INC. Ic. L
~ 0.8.4164, PAGE 1160 D=IP150OA' D = 15'04'402'
L = 79329' L = 75128'
T =502.63' T = 4' 5TTJ
R =50930` R = 380,00'
SE _ ~ SE = 04
RUNOUT = 150' RUNOUT = 100'
DESIGN SPEED = 35 MPH
DESIGN SPEED = 40 MPH
STRUCT!!RE NO STATION OFFSET OFFSET TO STRUCTURE ND COG STD.NO TOP/ GUTTER EL. IM/ERT IN INiIERT OUT PIPE LENGTH REMARKS
~ L Isfa~om 20.50 RT 20.5o Rr ro cl-4o3 Bs~s3 se9m 885m 159'
8 L !8+6720 41A0 LT 41m LT OP - - 89325 893A0 76' SIDE DRAIN
9 L 20+70A0 35.39 LT 35.39 LT ro - - 88375 88350 5s'
10 L 20+70A0 20.50 RT 2050 RT Il CI-403 88y90 883m 64'
L 20+70.00 8629 RT 8629 RT - OP-422 - - - -
(l L 23+45.06 20.50 RT 2050 RT 18 C1-403 815i8/ 8T2m 4l'
~ 18 L 23+45A6 20.50 LT 20.50 LT 20 CI-402 811m ~5r00 280'
19 L 23+80A0 46A0 LT 46A0 LT OP - - 869!5 ~9D0 Td SIDE ORaN
20 L 25+71.83 20.50 LT 20.50 LT 22 CI-403 x,88 865m X25 57'
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1-800-632-4949 sTti 17+0000 TO26+0000

OOMRA+CT FEET I
I
I
94-7031-0 0958-00-016 0958-00-016 94-7031-0 0958-00-016
WILSON TRUCKING CORPORAT VG CORPORATION WILSON TRUCKING CORPORATION
D.B.2963, PAGE 710 PAGE 710 D.8.2963, PAGE 710 ~
f 6
PI Sta 31+1928 TOP/ GUTTER EL INVERT IN INVERT OUT PIPE LENGTH REMARKS
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°j C06 Watw R*L :073-2033 INCOMPLE E PLANS REVMM 606 D DO NOT USE FOR R ACQUISITION GDOT Trafc .73 -2 ~D P. ENGINEERING DIVISION
n COG1Gu i I f pal , ` 4 73-2084 ry ROADWAY , A ,t Dow it HORNADAY ROAD
73-855 Y PLANS COG water: 3 .,,rV?,ru:~+n 5 PRELIMIN R SEWER S Tankajr, R~40 DO NOT USB' RO CONSTRUCTION Of= ~ ROADWAY PLAN 6 OF b
G 0 0 T St 73-2569 ggPOgE YOU DIGI WAS
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, 1 ~ LOCATION ZONE l BUFFER ZONE 2 f3U,'= FER ZONE 3 BUFFER W4 0
i S4a ~ ~r i AREA (SFI AREA (ter-) AREA (SF) W5 0
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Sob I ~ i ~ I ~
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~ I i ~ S4b i25 2a5 2.512 LOCATION SEA OF
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~ ~ ~ Pl 3833 7,722 25,469 Pl 0
' i ~ LEGEND: ~ - ' O
I ' TOTAL 21,258 23,fJB2 85,443 TOTAL 0
FEATURE LOCATION
I ~ (S=STREAM, P=PONO,
f W=WETLAND) - PTSto.20+/622
~ I ' Q~~~Qe~~
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(ZONE 3J , _ JAlVb 6 1006
~ .I _ ' END BRIDGE
~ I I~ ' END CONSTRUCTION _ c o t s n ~»n ~""wy~~' R a+µ~n
50'BUFFER ZONE ~ ~ ; CITY OF GREENSBORO (BY HERS) ~aw~„
(ZONE 1-FIRST 30'J STA36+50A9 STA42+75.09
(ZONE 2 - NEJ(T 20'J ' QUARRYI ~ u PTSta. 59+96.70
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PCSta. 25+42.13 °
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SEN5~11VE INFORMA110N ; ,ii -------*-----------------1-------------------...--------------------------
NOT TO 8E COPI~ OR
DIISTRIBUtED 1MiH0UT SSA. 9 ~ BEGIN CONSTRUCT/ON
i THE D(P~S INRITIEN ' lt.._......._, ' CITY OF GREENSBORO
PERMISS~V OFTHE STA43+00.09
CI1Y OF GREENSBORO _ _ , END CONSTRUCT/ON
+ .
ROADWAY DESIGN Ii1fDRAUUCS
SON t~ST ENGINEER ENGINEER 333 F 'lie Strout Mall ° ~ ~ r o r r t r w
~Q Ro Su1b 1450 City of !`ee , ; N~~ .~p..?!~round y ,o T Wilber Smi>~ Associates 1' ¦ ~r lJ/1M~t,RA~ rty ~~I1~ 1f~f~ ~
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LOCaTOS ItaFQ Gt jt# LG 1S o Yi 0 n?v.~ivnr i~. ~ivvi
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INCOMPLE E PLANS ooNn~cr„M~ AHM rtel X GDOT Traf 73-2606 a 9,.. ~«r ;+rr n DO NOT USE FOR R/ W ACQUISITION "sW ^'"".°"k BBCNMARcs MUD CITY OF GREENSBORO
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Tanks Tr3 ;A3 SEWER
DO NOT USE' FO CONSTRUCTION t GOOT St` wtec;: 73-2569 BEFORE YOU D101 °ETNM HORNADAY ROAD
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l-800-632-4949 SDE1NIW( ~ ~ SCALE

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STRUCTURE NO STATION OffSET TO STRUCTURE NO COG ST ~ S I 87925 879.00 26 ° i
L I1t86.68 20.50 RT 2 CI-403 B8J.56 f I ~ _ - - ~ ~
2 L 11+5912 27.43 RT - OP-422 - 891.00 3C ' 89125 2 I rn
3 L 14+1371 20.50 RT 4 CI,402 89390 ~ , w - ~ I ~
° OP-422 - ~m 4 L 14+OOA0 50.00 RT - ~c I
ua 5 Y 10+69.48 20.50 LT 6 C1-402 902.68 ZZ 900.60 900.49 13' ~ ' ~ I I IB _ _ I ~ - I II YI CURVE
6 Y 10+69.48 35.66 LT - OP-422 - WV. 894.89 I i . Pl Sto 13(10.49
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PI Sto 17+25.55 - ~`o, ~ = 32'!0' 29A" (LT) - r~ _ ~ I I /4~/9 P ,
o = 89" 14' 412" (RT) I ~ I B D = 1419'262'
94-7031-0 0959-00 020 , IN ~ ~ END CONSTRUCT 0 1 II L =224,62''
oRP. D = ll' 15 00.0' LIBERTY HARDWARE MFG. C TIE TD EXISTING PAVEMENT ~ Il ~ _ ~ T 115,36'
D.8.4619, PAGE 680 = 79329' STA 13+25.00 ,~+~,oo l IN IN R =400.00'
T = 502.63' Exo r-c ° ~ , Ip W
R = 509.30' c~G ~ °
SE = O6 I ~ !1 ~ II ~ 11
RUNOUT = 150' ~ ~ ~ V /l
DESIGN SPEED = 40 MPH u;' I
~uNS ro sPiuwar t~.
w STA11+84.43 ti~•, PAVEMENT' I FH 2539 ~
.50' REPRESENTS EXISTING PAVEMENT' a ~ eECIN r~ TO 8E REYWED 0 I Sjr p TIE TO EXIST.
C&G a NI / ~ / C&G
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N - - - O N FOC Foc oc / s / D.B.2894, PAGE 844
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BEGIN CONSTRUCTION o ! ly ~ i~ ~ ~
TI TO EXISTING PAVEMENT ~ ll E C I
T !0+5855 ~ ~ ll v r-a' S A. ~j ~ PAQPOSE
~ ~ 11 ~ W c~G I o ~ ~ t ~ :N
l i~ POC Sta.15+95.32 -L-= v. i
ll - ~ ~ POT Sta.lOfC0.00 -Yl - I / / E STAKE k I I °
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t~ r I 94 7031 0 0958 00 002, ~
~ m ~ i ~I I MARTIN MARIETTA MAT6F{IA ~ FEATURE LOCATION
~ ~ i N '~I I ~ F ..416 i ° ~ DB_4. ~ ~ = RAM P=POND (S ST E ,
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Iif I / ~ ~ 2 PI Sto I1+26.96 I y z tD ` (ZONE 3J w~
PI Sta 13+43.90 ! o ~ F JrI ~ cn cn „ •
= 7r 55 21.4 rRr~ ICI , ~ ~ II = 26' 42' 23.8'rcr~ ~ u ~ ~ rn~ Qw
F B I i -a rn 0 = 32'44'255' m rn ~
0= 28'38' 52.4 i o , F p L =21958' dl ~ o 0
C = 93.22' I ~ ~ u II ~ I u
r = r2s.96' I ~ N r=x7.47 I~ I
R = lT5AlY 1 ~ i ~ R = 200A0' 50'BUFFER ZONE
dl~ I ~ ~ II ~ ~ (ZONE l -FIRST 30'J
! II Z / ~ - N XT 20'J Z (ZONE 2 E
~ ~
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02
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ROADWAY DESIGN HYDRAUIJCS o e ~ ~ ~ a r r r
333 Fayettetiills Strut Mall ENGINEER ,p41 hUST ENGINEER ~ Suite 1450 _ w unenrvrtei i' =4'
i' =4' VER11CAl
W ''+90~ cTp Wilbur Suutu A~oc>ates RALEIGH, N. C. 27601
.or ON Of M'ee 1l~ ou ~ F 3 locals . guests d~ ~ AM, DAN BENCH MARKS ,aeM?eet Poem CITY OF GREENSBORO ~
M T :f` V - q~ VVI~IIV O TYPE S -j at INC®MPLE E~ PLAN ~vs
COG COMIRAM~ V? COMRAcFOR mm Mater Rao~ap t ~'~73-2033 u - a a A DO NOT USE FOR It/ W ACQUISITION DMM P. ENGINEERING DIVISION
GOOT Traf~4t,'9N113 2606 n ROADWAY coG/Guiifaf73-20e4 UTAW k HORNADAY ROAD
,f PRELIMIN 4 RY P SEWER 73-5855 COG Water PLANS 6 aEM . ROADWAY PLAN i OF
Tanks resat f DO NOT USE' CONSTRUCTION WATER GDOT St rtlp Fw t-~-' 73-2569 B13FORE YOU DI4l ~ S1A.10+d8.65 TO 17400.00
w r, Y1. ,.r1'..S CONTA 1 Ol~i'l'~+LfLYd .7JG~IfW1
1400-632.4949

OOMRACT SHAT
I I I I
I I
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LEGEND: I
I I
' FEATURE LOCATION
I I I (S=STREAM, P=POND,
I W=WETLANDI
I I I I
f8 OVN I I I I
OtaO 9N I I
I I I I
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' I !00' BUFFER ZONE I I I I IZONE 31
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94-7031-0 0958-00 023 pp ANDERSON MANAGEMENT ~ N I
94-7031-0 0959-00 017 & DEVELOPMENT LLC ~ I
' W 94-7C CAROLINA TRACTOR & EQUIPMENT CO. D.B.5407, PAGE 980 94-7031-0 0958-00 022 ~ 94-7031-0 0958-00-016
D.B.2894, PAGE 844 ~ ANDI ANDERSON MANAGEMENT I WILSON TRUCKING CORPORATION 50' BUFFER ZONE
c~ W & [ 2 V ~ D.B. & DEVELOPMENT, LLC ; 0.6.2963, PAGE 710 !ZONE ! - FIRST 30'1 0.8.5407, PAGE 980 I (ZONE 2 -NEXT 20'1
i I
I III END CONSTRUCTION W z I
III TIE TD EXISTING PAVEMENT ~ W ' I x i I I I
I STAN+18.64 LT.& RT, ~ II
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TO BE REMOVED ! III I!I II PoN EL•885.74 I THROAT E1.884.10 N EL.885.74 HAOAT E1.884.10 I I ASPHALT
I O IU i~ IV ~ 19+20.~ I II x
I Q I NY. BBIAT ~ NV. ! ( 18+9813 V !I BEG 2'-fi ~I a CowwERr ro I ; WETLAND
! ~ II END Z-~ C & G CURB INLET ( 88L3T I I INV. DROP IN ~ ~
C & G fi~EL: a . ! I I THROAT EL.8B4.98 13 ( zlr ,
26 II _ CP I 12 _ - ~ FH M ~ ~ ~ ~ 1
AT&T I CLASS 1 RIPRAP,P4 !N THK:K s / N ~ INV, T4. I ~ ~ ~
1rx 18'LONG W/ FILTER FABRIC i INV, ~ ~ I 3HO ~ 8` X K7" SUMP Ir, ~ >w~ ~ ~ ~
3H0 'Y ~ \ ~HO SUMP 3.75 \ ! ~ N
~ OOj ~ ~0 9 0 ' ° T 11 w I RESET FENCE ~ ~
- - \ - - - . > 00.E i ; A ~ AIN AT 83.5 2 A11o ASPHALT w/
ss ~ ~ N P! D~ONT NATURAL GAS fa0. GATE " ~ ~ s~x rrsu~lP ~ coNC. Rgq~p YP EL869/5
1 \ A P T rI' U. \ m " LSE STAKE !N 869
~ ,z _ _ ~ a 1
- ~ , 1 INV I INVERT a X O
I \ 8A INVERT ~ ~ ~ - - - ~ c ~ ~p / Q ~ CLASS f RIPRAP,P4 IN THICK E
^ DUT =893.0 w 25.OD' ~ ~ a EXISTING ROW _ _ _ _ _ _ L - - - oP 15 ~ ~ Irx wi FaT Q - - O
rNVERT fll'P rN - 3pr RAP NVE Rf1~OVE PART OF 18' ~ ~ ~ 3Ha ~ ~ Ig _
Tx ~ 1 x !4'SUMP 2 C 88375 C
PROPOSED 2'-6' SUMP EL89325 ~ C 0 ROW
C&G 8 ~ ~ M / ~ o 0 ~ c ~ o g o NY. N o REIpVE d Tl , IB
d :n
W
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PROPIDSED 2'~'C & G
,•n POC Sta,21+13.~ Sta.21+13.95 -L-=
s ~ ~ Por sto.lo+00a ' Sta.10+00.00 -Y2-
Sto.l8 8453 -L ~D CLASS B RIP RAP,16.01N THICK IN THICK
POT Sto.iO+00rQ0 -~`ATOR- !8'X 22'LAYG W/ fABR1C FILTER 9RJC FILTER
~ PROPOSED G~ (V
SlA~'E STAKE 0 G ` POND 4 U aV a 1`
V Q
V
PI Sta lT+25.55 94-7031-0 0958-00-002 F PI Sto 31+1928 ~2 ~
0 = Bgla~ 4r.2~ rRr~ MARTIN MARIETTA MATERIALS, INC. ,INC. 0 ~ _ !13'!6 36.9' T (L 1
D = 11' 15' OOA' D.8.4164, PAGE 1160 a D = !5 04'402'
L = 793.29' L = 75128'
T =502.63' ~
R =509.30' T = 517J4'
SE _ ~ R = 380,00'
RUNOUT = 150' SE = 04
RUNOUT = 100'
DESIGN SPEED = 40 MPH DESIGN SPEED = 35 MPH
STRUCTURE NO STATION OFFSET OFFSET TO STRUCTURE NO COG STD.NO TOP/ GUTTER EL. INVERT 1N INVERT OUT PJPE LENGTH REMARKS
T L 19~lOOAO 20.50 RT 20.50 RT 10 CI-~403 894,63 889110 885A0 159'
8 L l8+6T20 41.00 LT 41.00 LT OP - - 89325 893110 76' SIDE DRAIN
9 L 20+TDAO 35,39 LT 35,39 LT !0 - _ 883,75 88350
Kl L 20+TOAO 20.50 RT 2050 RT ll CI-403 88150 883110 64'
11 L 20+10.00 8629 RT 8629 RT - OP-422 - - - -
n L 23+45A6 20.50 RT 2050 RT 18 CI-403 815.81 872,pp 87150 4f
~ 18 L 23+45A6 20.50 LT 20.50 LT 20 C1,402 615.81 87L00 865.00 220'
19 L 23+80A0 46.00 LT 46A0 LT OP - - 8&9/5 x.00 10' S/DE DRAIN
20 L 25+71.83 20.50 LT 2050 LT 22 CI-403 867,88 8&50 86425 57'
9EI~IIIVE N~ORMA110N
NOTIb 8E OOPED OR
DISTA~IJt®IMAiOU~
11f D~RBBSWRtt1EN PET~IONOFIIf
CIIYOF6~SBORO
ROADWAY DESIGN NYDRAUU ~ o ~ „ A „ ,~~OS'r hUST ENGINEER ENGINEER 333 F villa Street Mali ~ o r r r rr b~
I T ayette `z~~ 2~ X11 p
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COG Mabr Aag1R9aw 't --373-2033 INCOMPLE E PLANS coNtRACr coMRACroR ASST ^M'T "M DAM BENCH M~ JMNUMM ~160 CITY OFGREENSBORO
GDOT Traf i.' al „.,73-2606 a o a x* 6 . Z DO NOT USE FOR R/ W ACQUISITION COG/Gu i 1 f q("+1,,;~ hr ,-373-2084 y
ROADWAY COG water ~`~73 ee5e PRELIMIN RY PLANS DMM a: ENGINEERING DIVISION
TankskTrtref~~ ~ifq+t C GDOT St, MsY~~73-2569 DO NOT USE' FO CONSTRUCTION SEWER °ET"'m HORNADAY ROAD SHMW.
BEFORE YOU DIGI rK , CONPACf ONE-CALL CBNIBR WAi9t cwm ROADWAY PLAN 3 OF
¢ SMAIX 1-800-632-4949 1 1 f 6 M. STA. 17+00.001+026+00.00

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94-7031-0 0956-00-016 X58-00-016
WILSON TRUCKING CORPORATIO CORPORATION 94-7031-0 0958-00-016
f D.B.2963, PAGE 710 AGE 710 WILSON TRUCKING CORPORATION
P/ Sto 31+/928 D.B.2963. PAGE 710 f
5 ~
~ OO = STRUCTU !I 1 RE N iR w~u 3' 6 36,9" (LTI 0 STATION OFFSET TO STRUCTUF '0 STRUCTURE NO COG STD.NO TOP/ GUTTER EL INV ERT IN INVERT OUT PIPE LENGTH REM
£ ~ D=1504'90 W~ L ~ 2I + L 26 3830 4025 LT 22 ARKS
s~ x /r SUMP L 751,28' 22 c 26+ 83 3 0 20501T 23 ~ - - 86225 862A0 ~ - - 200 CI 40J S 86729 851AO 85220 m C
~ SUMP EL869J5 T = 23 + L 27 50m 88m RT CURB INLET ON SUMP - OP-422 _ _ _ _
CJ - INVERT IN = 862?5 R = 380.00' 24 t 27+03n 2050 cr 22
~ $E ° 04 25 L 29+1466 84J3 LT ~ C1403 867.70 864,75 86425 ~
c li 27 ~ RUNOUT =100' 26 c 29+15m 20.50 Lr 25 ~ - 855A0 847,50 W CROSS DRAIN ~
2 DES/ON SPEED = 35 MPH ~ L 29~+o8m X238 RT - ~ C1403 813J2 866A0 855.00 62'
28 L 30+20m 20.50 LT 26 - OP - - - O
~ 29 L 31+50.00 20,50 LT 28 ~ C140J C 876.08 870A0 867,00 93~ ~
Z 29A 1 L 3 +65m 20.50 RT 2g 28 cr-4o2 r`' 879J4 81.350 811,00 1l7~
RESET FENCE 30 L 33+627.3 2050 RT 29A ~ CI 402 88O,p 87550 874,00 ~
29A ~ ASPHALT O £ Cl4O3 88654 882A0 816dJ0 !gq ~
N ~ ~ m
W ~ ~ ~ PI Sto 34+85A5 ~ o~ FSS
B~ ~ 1 1 T T/ v ~ = Il' 15' 00.8'(LTl STA,36f26.07 0
i i J D= m 15' 0~ 90.2" ~ m
~ m 11 ~ x x x L = 114.4p
I ~ ~1 ~ ~ ~ x T =57.64 -
~ ~ I ~ a 380.00' -Ml- EX. LIGHT PPg~~j.,E O
/ X X CLASS I RlPRAP,20 ! THICK ~ ~ 20'X 24'W/ fABR~ FILTER uTEREO ENo / W/ OH fEEO~ I SE ~ O4 -------~P ------n-.~~~~ - 4E DUKE POWER Lfi ffNef - ~ti
~ I x AIY. 851.01 X ~y --------OHE------------------ RUNUVI = !W % -OHE---- x X / ~ X N
CLASS B IP RAP,IIIN THICK a DESIGN SPEED = 35 MPH x
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CLASS 8 RIP RAP.iIIN THICK Ir X I4' LOING M'/ FABRK: FILTER I ~ / ~
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FEATURE LOCATION 94-7031-0 0958-00-002 1 / ~ 1 i
(S=STREAM,P=POND, MARTIN MARIETTA MATERIALS, INC. I 1 / / "
W=WETLAN01 D,B.4164, PAGE 1160 1 / o / I / oP
I ~ / ~
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I / n ~ / / P~ /
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100' BUFFER ZONE / I / CONDITIONAL USE ACCESS I EASEMENT 94-7031-0 0 - -
(ZONE 31 I / PER D.B. 6147, PG. 278 958 00 016
( y / WILSON TRUCKIN I / G CORPORATION I / D.6.2963 PA ~
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PI Sto IIt32A5 PI Sto 1 I ~ ~ N
Pl Sto 13f44,86 ~ + ~ i I ~ ~
D = 20' 15' 03z' (RTl D = 9~( D = 90' ' ~ ~ 00' 00.0' ILTJ ~ ` o o
~ = 1419' _ 2sz~ ~ _ _ i \ ~ ~ i` - 46"~5~ 32~ ~ ~ \ ~
L=141,38' L-~ ~ ~ y L =219.91' \ ' ~ ~ ~ ~
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T = T1.43' T = 14~ WETLAND T = 140.00' ~ ?
R =400.00' R = R = !40 ~ - ~ Rq~F
- - _ ~ 1 F ~ RO ` ` OC FOC F C -FOC FDC 3 mm V
FOC FOC ~ ~ ~ PROPOSE
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SS ~ ~ ss 300mm VC
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INV R
~ ROADWAY DESIGN HYDRAULICS ;k, , ~ t10N r ENGINEER ~ I E o ~
' LI TY ~ G N ER „~,o,~ 333 F ill a' ~a o ~ ~ Ott p ayettev a Street Mall ~a o r r r ~
~ City of woes . , , ~ round ~Q RO N ~ ~ ~ Suite 1450 r F ~ Loca"s I,AF,V„ . , U9St'8 U' C~' O a IY i1U~ A~lil !~{~J~r. a ?1 cl/+ll \ 1 w w~ i w. s ~MRrS~
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CONTACT ON&CAU CENTER WMER 1-800-632.4949 °EiNm " HORNADAY ROAD
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1 I II I I I I I I -1 ` ~ , I 1 I, I I I I I I I 1 32 L 43110,00 878J5 qp 43+10,00 2050 RT 34 CI-403 8833! 878.50 ,
~ I 1 I II I I 1 I I I I 1 3 L 44+50.00 , 1 I 1 I I I I I 1 1~ - , 87650 135 44+50.00 2050 LT 34 Cl-402 880.96 877A0
, I I I I I 1 I - 1 1 1 I + 3 t 816.75 4C 44t50A0 20.50 RT 36 Cl-402 880.96 876,110 ,
I 1 I I 1 I I I ...I I I I , , ~ I L 44 50A0 , 1 + I , , + I 1 1 { I I N I~ a 35 L 45198.84 875A0 143 45+98,84 2050 LT 36 CI-~3-S 81942 875.50
1 I I I I I I 1111 I , + 1 I 1 I I I 1 1? I m l J - I 3b t 45+98&4 81525 4Y 45t98&i 2050 RT 37 CI-403-S 879.42 81330 1 ,
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CONTACT ONE-CALL CENTER WATER °QA1m it HORNADAY ROAD OEM ROADWAY PLAN
1-800-632-4949 - SDEWAU(
OF ~ STA. ss.ooao To 50+W.00

COMRIVCf BF~T
Of
STRUCTU~ STRUCTURE NO STATION OFFSET TO STRUCTURE NO COG STD,NO TOP/ GUTTER EL INVERT /N INVERT OUT PIPE LENGTH EMARKS
40 40 L 50+6608 2050 LT 41 C1-402 877.83 87758 4Y
41 41 L 50+61A8 2050 RT 39 CI-~402 87679 875 315`
42 42 L 52+50.00 5023 LT 43 DI-,435 880.08 819.83
43 43 L 52+50.00 2050 LT 44 C!-~3 87958 819.33 4Y
44 44 L 52+50.00 20.50 RT 41 CI-103 879.08 853 183'
45 45 L 55+5258 36.89 LT EXIST. MH DI-435 883A0 8825 p'
46 46 L 56+40A0 2050 LT 41 Cl-403 88550 88525
41 L 56+40.00 2050 RT 48 C/-403 X525 885 24'
! 4+6604 ~ P Std 9 ~Z - ~ ~ 48 L 56+40.00 46J8 RT - OP-422 - - - -
k Z ~ - 13' 49' 43.3 (LT1 r ~ 49 L 57+50.00 32J6 LT 50 Dl-435 88750 886.6 77`
D = rl0'09,5 ~ 50 L 57t50.00 45.61RT - OP-422 - - - -
L = 1!82.65' 51 51 L 59+60.00 37.41 RT - OP-422 - - - -
r? T = 59421' S2 52 L 59+70.00 2050 LT 51 CI-403 892.80 89256 5q
h = b 53 R 4900A0' , 53 L 60+3020 3052 LT 52 EXIST-MH 89522 8935 51~
' k
~ SE = NC •
l~ k DESIGN SPEED = 35 MPH P! Sta 57+732 Sta 57+7325
01-0028-0 0931-00 058 =5.25' 20~ = 5'25' 20.5' (LTl 01-0028-0 0931-00 052
GUILFORD MILLS INC. - ~of15~5 ~ D - r I2' 44,8' = P12'44,8' NOVARTIS CROP PROTECTION, INC.
75 LT 0.6.4044 PAGE 307 ~ =44722' eE~r-s~ L D.B.3469, PAGE 985 44722'
~ x c & G T =223.78' = 223.78'
1 -o- REaovE 20'oF ExrsrrNG -o-
1 CHAfNUNK FENCE ~ R =4725.64' 0 ~ = 4725.64'
I 1 ~ DUKE POWER SE = NC Q 1 PAOIPOSED O SLOE POWER POLE TO BE RELOCATE rAP DOWN DESIGN SPEEI =N C
~ \ n n n BY UTIUIY COpPANY STATION >1GN SPEED = 35 ,KPH 0
~ 2 '"''-0-- ~ rn h
~L d _ 4a d PAYER POLE TO BE RELOCATE END CONSTRUCTION
_ ~ ~ EXTEND EXIST. er urlLm COYPA+IA'
W 18'RCP,USE 20~ Fs _ _ _ _ , _ _ f ~ PIPE COYlAR STA61f40.42
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D.6.3554, PAGE 204 D.B.3554, PAGE 204
CM 0641-0-00010 0 300 ~ ~ CM 0641-0-00010 0 301
CHARLESTOWNE SQUARE CHARLESTOWNE SQUARE
CONDOMINIUM ASSOCIATION, INC. CONDOMINIUM ASSOCIATION, INC.
D.B.5369, PAGE 765 D.B.5369, PAGE 765
LEGEND:
FEATURE LOCATION
(S=STREAM,P=POND,
W=WETLAND)
100' BUFFER ZONE
(ZONE 31
50'BUFFER ZONE
(ZONE 1-FIRST 30'1
(ZONE 2 -NEXT 20'1
SEIN~INE NFOtiMAIION
MOTTO BE OOP®OR
WETLAND of ~sswane~
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ROADWAY DESIGN HYDRAULICS c ~ rusr ENGINEER ENGINffR 333 F eville Street Mall ~ o r r r ~
~ ~ . , I r kr'~:jy:~ti')" ..i(~ Suite 1450
, trr_n__ ~_~a A V _ An. unnnn?RAI _ tiamlr~el
city or r a rgrouna '"°"u`J"""'RALEIGH, N. C. 27601
r. ' mw "°L`"""' r Locals iuests o ~
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GOOT Traf u1 173-2606 a DO NOT USE FOR /W ACQUISITION D3M w ENGINEERING DIVISION
COG/Gu i 1 fN ? 73-2084 ROADWAY COG Watpr a: 73 5e55 PRELIMIN RY PLANS ,
Tanks ffr SEWER DO NOT USE FO CONSTRUCTION °Evm " HORNADAY ROAD
GDOT St' 73-2569 WAi82 BEFORE YOU DI01 CHEM k ROADWAY PLAN G OF y
CONTACT ON& CALL CENM 1-800-4632-4949 SMALK arm STA. 30+00.00 TO 61+40.42
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