20040391 Ver 1_COMPLETE FILE_20040315

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 7, 2004
Mr. Chris Raughley
Duke Construction
1800 Perimeter Park Drive, Suite 200
Morrisville, NC 27560
Subject Property: New Hope Road Connector, Duke Realty Property, Raleigh, NC
DWQ Project No. 04-0391
Wake County
Page 1 of 2
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B .0233) AUTHORIZATION CERTIFICATE
Dear Mr. Raughley:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to impact
approximately 1,256.5 ft2 of Zone 1 and 1,323.4 ft2 of Zone 2 of the protected riparian buffers for the purpose of
constructing the proposed access road at the subject property as described within your application dated March 15,
2004. In addition, you should obtain or otherwise comply with any other,required federal, state or local permits before
you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-discharge
regulations.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this authorization and approval letter and is thereby responsible for complying with all conditions. For
this approval to be valid, you must follow the conditions listed below.
Conditions:
1. Stormwater Management Plan - Additionally, a stormwater management plan for this project shall be provided to
this Office before any of the impacts approved herein are conducted. The plan shall specify all stormwater
discharge points, plan details, and calculations for the stormwater facilities (e.g., grass swales) that are considered
to remove nitrogen prior to discharging through the buffer.
2. Erosion and sediment control practices must. be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order
to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual. The devices shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands
Duke Construction, DWQ 040391
Page 2 of 2
May 7, 2004
d. The reclamation measures and implementation must comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act.
3. 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 Notice Application. 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.
4. 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 devices in wetlands and waters is unavoidable, they shall be removed
and the natural grade restored within six months of the date that the Division of Land Resources has released the
project.
5. Certificate of Completion - Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508. This Authorization Certificate shall expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 26 .0233. If you have
any questions or would like a copy of the buffer rules, please call (919),733-1786. This letter does not authorize any
impacts to either Waters of the United States or Waters of the State. Please contact the US Army Corps of Engineers
(USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of these waters.
Sincerely,
P.E.
cc: Linda Diebolt, ARCADIS, 801 Corporate?fter Drive, Suite-300, Raleigh, NC 27607
DWQ Raleigh Regional Office
File Copy
Central Office
DWQ # 040391
Date: May 7, 2004
bz
MARCADIS
Infrastructure, buildings, environment, communications
Ms. Debbie Edwards
North Carolina Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
401 issuE,)
.04039
WETLA DS / 40 r;11 01p
MAR .] 5 2004
WATER a i9 t
Subject:
Pre-Construction Notification Application Form for Written Buffer Rule Approval -
Proposed New Hope Road Connector, Raleigh, Wake County, North Carolina
Dear Ms. Edwards:
Attached are one signed original and six copies of the Pre-Construction Notification
(PCN) application form for the above referenced project for Buffer Rule approval.
Attached to the PCN application form is a USGS topographic map showing the site
location, a map showing the onsite soils, and a figure showing existing and proposed
conditions. The application fee does not apply since this submittal is only for written
approval for Buffer Rules.
As discussed during the February 25, 2004, meeting, the project needs to be
approved expeditiously in order to allow construction of the connection with New
Hope Road before the western lanes of New Hope Road are opened to traffic and to
allow for construction of turn lanes. If it appears that the approval process will take
the full 60 days, please let us know such that we can use the express permit process.
Sincerely,
ARCADIS G&M of North Carolina, Inc.
%
Linda Diebolt
Wetland Scientist
Copies:
Chris Raughley/Duke Construction
Randy King/ARCADIS
File
Attachments
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
www.arcadis-us.com
TRANSPORTATION
Date:
15 March 2004
Contact:
Linda Diebolt
Extension:
220
E-mail:
[e-mail]
Our ref:
NC404004.0000
Part of a bigger picture
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 "Not Applicable" or "N/A".)
1. 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:
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 (NC)VRP) 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), check here: ?
II. Applicant Information
1. 40iyw licant formation
Name: Mr. Chris Raughley
Mailing Address: Duke Construction
1800 Perimeter Park Drive, Suite 200
Morrisville, North Carolina 27560
Telephone Number: 919/461-8000 Fax Number: 919/461-8090
E-mail Address: Chris.Rau lg_iley(i),dukerealty.com
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: Linda Diebolt
Company Affiliation: ARCADIS
Mailing Address: 801 Corporate Center Drive, Suite 300
Raleigh, North Carolina 27607
Telephone Number: 919/854-1282 Fax Number: 919/854-5448
E-mail Address: ldiebolt&arcadis-us.com
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: New Hope Road connector
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1723961261
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Take the I-440 Beltline to Exit 15
for Poole Road. Head east on Poole Road. Turn left onto New Hope Road (SR 2036).
Travel approximately 1 mile on New Hope Road. The project is on the left side of the road
immediately past a sewer line easement access road and across the road from a North
Carolina Department of Transportation on-ramp construction project.
5. Site coordinates, if available (UTM or Lat/Long): 35°46'31.85"N 78°33'37.05"W
(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): 120.1
7. Nearest body of water (stream/river/sound/ocean/lake): Crabtree Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htlp://h2o.enr.state.ne.us/adminJmaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: General land use in the vicinity of the project includes
industrial and commercial uses. Additionally, the US Highway 64 Bypass is currently under
Page 6 of 13
construction adjacent to the project area. Approximately 95% of the project area has been
disturbed. The undisturbed area within the project area is located north of and perpendicular
to the proposed culvert area and consists of a narrow hardwood forested area located between
a gas easement and the newly-relocated sewer line. The disturbed area within the project
area contains a dirt access/maintenance road over two newly-relocated City of Raleigh sewer
lines and a gas easement. In general, the disturbed areas are recently disturbed and have been
seeded with grass. Due to the topography of the site vicinity, the sewer lines are located in a
tall berm with the access road being located above the sewer lines. The slopes of the sewer
berm are at an approximately 2 to 1 ratio. Several riprap channels are located within the
project area. A riprap channel extends from an area adjacent to the northwestern most edge
of a pond located on an abutting property to the relocated sewer line and then south along the
toe of slope of the sewer berm to a sediment basin. Another riprap channel extends from the
central portion of the dam of the abutting pond to the aforementioned sediment basin. A
third riprap channel extends from the aforementioned sediment basin west along the toe of
slope of the sewer berm. Several culverts connect the aforementioned riprap channels
located on the south side of the sewer berm to the proposed culvert area. There is currently
minimal outlet protection at these outfalls. The proposed culvert area consists of 26 feet of
daylighted stream that is culverted at both the upstream and downstream ends. Three
culverts are located at the upstream (south) end of the proposed culvert area and one culvert
is located at the downstream (north) end of the proposed culvert area. With the exception of
sheet flow of stormwater into the 26 feet of daylighted stream, the flow within the proposed
culvert area consists of flow from the previously mentioned culverts that traverse the sewer
berm and contain water from the riprap channels.
10. Describe the overall project in detail, including the type of equipment to be used: The
project will construct an access road for the business park to provide interconnectivity with
Poole Road. The road will generally consist of a three lane section with widening at
intersections. The road will eventually be dedicated for public use. The proposed impact will
consist of installation of pipe culverts and associated roadway fill materials. The road will be
constructed using construction equipment generally consisting of excavators, dozers, trucks
and other misc. equipment. Construction limits will be delineated using tree protection
fence. Erosion control measures will be provided to prevent downstream sedimentation.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide access from the office park to New Hope Road in alignment with the on-ramp from
New Hope Road to the US Highway 64 Bypass, which is currently under construction.
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
Page 7 of 13
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.
According to NCDWQ staff, permits have been issued to NCDOT and/or the City of Raleigh for
on-going roadway and utility work adjacent to the proposed project.
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.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on map
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://«ww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
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 specify)
Stream 1 Culvert 26' UT to Crabtree Creek 0-1' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usus.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mQquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 26 linear feet
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 of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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.
Page 9 of 13
Pond to be created in (check all that apply):
Describe the method of construction (e.g.,
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.
The proposed project is shown on the City Comprehensive plan as a Collector Street, required to
provide inter-connectivity to Poole Road and to alleviate traffic concerns within and adjacent to
the affected developments. In order to enhance interconnectivity and safety, a `no-build'
alternate is not justified.
The proposed road is required to align with the loop/ramp that is being constructed for the Hwy
64 bypass and New Hope Road. Other alternative locations were considered but were not
feasible, due to the proximity to the Hwy 64 bypass bridge to the north and a large pond to the
south. The proposed edge of pavement for the required alignment will cross into the stream
buffer. The required elevation of the road is approximately 20' above the buffer and the required
fill slope will impact the buffer. Sidewalk will only be provided on one side of the road.
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.
? uplands ? stream ? wetlands
dam/embankment, excavation, installation of
Page 10 of 13
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
hILtp://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us4m/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? 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.
Page 11 of 13
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
(Meuse), 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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1256.5 3
2 1323.4 1.5
Total 2579.9
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Page 12 of 13
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.
The proposed project will place approximately 600 square feet of impervious surface within the
remaininiz buffer area. The discharge from this impervious surface will be diverted to a point
that is outside of the buffer area. This discharge, combined with the discharge from other
proposed roadway impervious areas, will be discharged outside of the buffer and will be
conveyed in a grass-lined swale to provide treatment. This treatment will result in a reduction in
the amount of nitrogen and Total Suspended Solids that are discharged to the stream.
Other develgpment that may occur adjacent to the proposed road will be required to comply with
the Stormwater management requirements of the City of Raleigh prior to discharging to this or
other outfalls.
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.
No wastewater will be generated from the proposed project.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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).
The project needs to be permitted expeditiously in order to allow construction of the connection
with New Hope Road, prior to opening the western lanes of New Hope Road to traffic, and to
allow for construction of turn lanes for this project.
3
Applicant/Alfent?Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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Ll
VICINITY MAP Figure No.
Meters New Hope Road Connector
o 100 zoo 400 600 800 WAKE COUNTY, NORTH CAROLINA
Some USGS 7.5-Minute Topographic Qua&angle: Ralefgh East
WkE - Wake soils, 10 - 25% slopes
Cm - Chewacla soils
Project Location
WkE - Wake soils, 10 25% slopes
New Hope Road
Legend
Parcels
soils
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Meters
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Some. Wake County GIS
New Hope Road Connector I 2
WAKE COUNTY, NORTH CAROLINA
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Area Manager DUKE REALTY ?;edlrw?
6 NEW HOPE ROAD CONNECTOR NC404004
Owing Dale
C! KI ARCADIS 12 MAR 04
I TakMa MOW M of Wth Carolina, Inc. BUFFER IMPACT EXHIBIT Fg
$ D. SMITH 801 Corporate Center Drive, Suite 300
o a ® Raleigh, NC 27607 C-01
'= r?"m'R`"" Tel: 919-&54-1282 Fax: [phone] RALEIGH, WAKE CO.,NC
°o o R. KING WWW.OMO 4-aB.com
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