20051980 Ver 1_Complete File_20051027

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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
November 7, 2005
DWQ Project # 05-1980
Wake County
Mr. Charles Leffler
North Carolina State University
B. Holladay Hall Campus Box 7201
Raleigh, NC 27695-7201
Subject Property: NC State: Varsity Drive - Widening & Improvements
Rocky Branch [030402, 27-34-6, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Leffler:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 30 linear feet of stream and 3,574 square feet (ft') of protected riparian buffers
(2,400 square feet Zone 1, 1,174 square feet Zone 2) for the purpose of widening and improving Varsity
Drive at the subject property, as described within your application dated October 13, 2005, and received
by the N.C. Division of Water Quality (DWQ) on October 27, 2005. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404
(GC3404). The Certification(s) allows you to use Nationwide Permit(s) NW 14 when issued by the US
Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate
for impacts to the protected riparian buffers per 15A NCAC 2B .0233. 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.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is 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 Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.cru-.state.nc.us/nc wetlands
onehCaro
N ina
Naturally
An Equal Opportunity/Affirmative Action Employer-- 50% Recycled/l0% Post Consumer Paper
North Carolina State University
Page 2 of 5
November 7, 2005
Amount Approved (Units) Plan Location or Reference
Stream Intermittent 30 linear feet PCN page 5 of 9
Buffers Zone 1 2,400 (square ft. PCN page 8 of 9
Buffers Zone 2 1,174 (square ft. PCN page 8 of 9
2. No Waste, Spoil, Solids, or Fill of Any Kind
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.
3. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
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. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
North Carolina State University
Page 4 of 5
November 7, 2005
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) sha11 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. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/ijm
Enclosures: GC 3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Sincerely,
ar-?,L - rCC 6
/ Alan W. Klimek, P.E.
Filename: 051980NCStateVarsityDriveWideninglmprovements( Wake)401_NeuseBuffers
North Carolina State University
Page 3 of 5
November 7, 2005
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401 /Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
With Gaol mi Surio l_lnivetsily is ,i Lind
grnit university quid d comtiluent institution
of The Umversily of North Com)l ui
An Equal Opportunity/Affirmative Action I mployer
http://www2.ncsu.edu/ncsu/ehs
Office of Finance and Business
Environmental Health and
Public Safety Division
Environmental Health and Safety Center
Campus Box 8007
Raleigh, North Carolina 7/6958007
Associate Vice Chancellor 919.515.1238
Fnvironmental Affairs qj 9.5j 5.6859
Industrial Hygiene 919.515.6860
Health and Safety 919.615.6858
Radiation Safety 919.515.2891
Business Continuity 919.515.5201
(Fax) 919.515.630/
October 27, 2005
Cyndi Karoly
NC DI,,NR Division ol'Water Quality
401 /Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
2 0 0 5 1 9 8 0
rl'homas Brown
US Army COI;
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC: 27615
Subject: [reconstruction Notice: NC State University
Varsity Drive Intersection
This is to provide the subject [reconstruction Notification, as has been discussed with
members of your respective staffs.
Questions on this may be directed to the University project manager, Steve Bostian (515-
8059) or myself at 515-6859.
Thank you.
Sincerely,
Duane Knudson
Fnvironmental Affairs Manager
Q Q??[1dQ p
u.1 f4 7 '1005
WETt? WATER * A ER BR
Office Use Only: Forn Version March 05
n r? 5 1 9 8 0
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 N Isolated Wetland Permit from DWQ
0401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW Permit 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 7
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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), c O kerg 0%q rRR
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina State University-Charles D. Lew"aft.Z? N
Mailing Address: B Holladay Hall Campus Box 7201 WM1bFTT.MMWQ MAW
Raleigh, NC 27695-7201
Telephone Number: 919-515-2155 Fax Number: 919-515-5121
E-mail Address: [e-mail]
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Pagel of 9
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: Varsity Drive - Widening and Intersection Improvements
2.T.I.P. Project Number or State Project Number (NCDOT Only): NCSU # 052072
3.Property Identification Number (Tax PIN):
4.Location
County: Wake County Nearest Town: Raleigh
Subdivision name (include phase/lot number): NC State University Central Campus
Directions to site (include road numbers/names, landmarks, etc.): The total project widens
Varsity Drive for 550 feet south of Western Boulevard and 600 feet north of Western
Boulevard. The area in question is approximately 300 feet north of Western Boulevard where
a stream flows through a 30" RCP under Varsity Drive.
5.Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately
lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): Lat - 35° 47.084'N Long_ -078'40.902 W
6.Property size (acres): 2.5 Acres Q Acres Rounded Up)
7.Name of nearest receiving body of water: Rocky Branch
8.River Basin: Neuse Ri
(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.ne.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: Varsity Drive is an existing two lane road that extends
between Sullivan Drive to the north and Faucette Drive to the south. The identified stream is
located within a small grove of pine trees about midway between the two end points. The
stream is approximately 80 feet long and starts at the toe of the slope for a wetland pond at
Page 2 of 9
the west side and flows into a 30" RCP going under Varsity Drive at the east. The 30" RCP
remains underground until it empties into Rocky Branch. The wooded area is covered with
small understory bushes and shrubs and some fallen trees from previous storms.
10. Describe the overall project in detail, including the type of equipment to be used: The project
is a typical road project. The road will be widened from two lanes to three lanes on the north
side of Western Boulevard. Earth moving equipment such as trackhoes, bulldozers, dump
trucks, and motor graders will be used to prepare the road bed and buildup the area where fill
material is needed
11. Explain the purpose of the proposed work: The purpose of this project is to add another
entrance off of Western Boulevard to access the University campus on the north and south
sides of Western Boulevard. This new intersection onto Western Boulevard will have
stoplights to facilitate this purpose. The new entrance on the north side of Western will allow
easier egress to a large parking lot known as the West Lot. A future parking deck is planned
for this location. The work on the south side of Western Boulevard will enlarge the existing
egress lanes and will allow traffic to proPxess towards the Centennial Campus.
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. No other permits have been obtained for this project but documentation
concerning the stream associated with the Varsity Drive has been obtained for projects adjacent
to this one. The documentation is as follows:
Public Safety Building Project - NCDENR Raleigh Regional Office No. NBRRO 00-200
University Housing Project - NCDENR Raleigh Regional Office No. NBRRO 00-199
University Housing USACOE Action ID No. - 200221178
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.
The University is currently submitting the documentation required for a Sedimentation and
Erosion Control permit to the DENR Division of Land Quality office for review and approval.
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. Each impact must be
Page 3 of 9
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: There are impacts identified to this
stream channel. The project will install a pipe extension to the existing reinforced
concrete pipe that goes under Varsity Drive. However, this pipe extension will impact
less than 30 linear feet of the stream. See sheet
2. Individually list wetland impacts. Types of 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.
Wetland
Impact
Site Number
(indicate on
ma)

Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located
within
100-year
Floodplain
(yes/no) Distance
to Nearest
Stream
(linear
feet Area o
Impact

(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify
temporary impacts. Stream impacts include, but are not limited to placement of fill or
culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement
walls, rip-rap, crib walls, 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. To calculate acreage, multiply length X
width, then divide by 43,560.
Page 4 of 9
Stream
Perennial Average
Impact
Impact Stream
Length Area of
Number Stream Name Type of Impact
ittent
Intermittent Width
(linear Impact
(indicate on Before feet) (acres)
ma Impact
Unnamed Trib.
1 To Rocky Permanent Fill Intermittent 2 feet 30 LF 0.00138
Branch Acres

Total Stream Impact (by length and acreage) 30 LF 0.00138
Acres
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not
limited to fill. excavation. dredaine. floodinu. drainaee. bulkheads. etc.
Open Water
Area
Impact Name of Waterbody Type of Waterbody of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, Impact
(indicate on bay, ocean, etc.)
(acres)
ma

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resultinu from the proiect:
Stream Impact (acres): 0.00138 Acres
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.00138 Acres
Total Stream Impact (linear feet): 30 LF
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ¦ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Page 5 of 9
8. 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
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
watering, irrigation, aesthetic, trout pond,
Expected pond surface area:
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 design was prepared to
minimize the impact to the stream. The sidewalk was placed on the east side of Varsity Drive
instead of the west side. The new traffic lane width was minimized to be only 11 feet. This width
allows for large vehicular movement such as buses and tractor-trailer deliveries. Only necessary
fill is being placed within the area to provide the proper elevation for the road surface.
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 January 15, 2002, 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 NCEEP concurrence shall be placed on hold as incomplete.
Page 6 of 9
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://l12o.enr.state.nc.us/ncwetlands/strmgid htmL
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.statc.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
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/local) funds or the use of
public (federal/state) land? Yes ¦ No ?
2. 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 ¦
3. 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
Page 7 of 9
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ¦ No ?
2. If "yes", 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 2400 3 (2 for Catawba)
2 1174 1.5
Total 3574
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. Not Applicable
X1. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Storm water from the drainage system on the north side of Western Blvd. will be directed into a
preformed scour hole to provide diffuse flow into the buffer. The remaining storm water from
the additional impervious area will be conveyed with grass swales to provide treatment and
diffuse flow (<2 fps) at the buffer limits.
Page 8 of 9
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.
Not Applicable
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 ¦
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ¦
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project is located on the campus of NCSU in an area which is currently "built out". This
project will provide easier access to a future parking deck which will be constructed on an
existing parking lot, so impervious area increases will be kept to a minimum.
XV. 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).
5 t5 LA 041 I-A (3--?
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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 ¦
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated fixture impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ¦
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project is located on the campus of NC State University in an area that is currently "built
out." This project will provide easier access to a future parking deck which will be constructed
on an existing parking, lot. Therefore, impervious area increases will be kept to a minimum.
XV. 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).
10( 13(0q
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
d
• 5 ,? ?,
Page 13 of 13
VARSITY DRIVE - WIDENING AND INTERSECTION IMPROVEMENTS
PRE-CONSTRUCTION NOTIFICATION
PROJECT INFORMATION
EXHIBIT NO. DESCRIPTION SHEET TITLE SHEET NUMBER
1 - Vicinity Varsity Dr. - Roadway Cover Sheet 1
Ma 1 of 37
2 - Site Map Varsity Dr. - Roadway Plan and Drainage 2
Sheet - 9 of 37
3 - Wake Proposed University NBRRO 02-200 3
County Soil Apartments/Public Exhibit 1- Wake
Survey Safety Project Count Soil Survey
4 - USGS Proposed University NBRRO 02-200 4
Quadrangle Apartments/Public Exhibit 2 - USGS
Raleigh West Safety Project Raleigh West
5 - NCSU Site Proposed University NBRRO 02-200 5
Map Apartments/Public Exhibit 3 - Site
Safety Project Map of Neuse River
Buffer
6 Varsity Drive Dwgs. from Univ. 6
Existing Conditions Apts.
Grading and
Erosion Site Plan
7 Varsity Drive Dwgs. From Univ. 7
Existing Conditions Apts.
Civil Utility Plan
8 Varsity Drive Dwgs from Univ. 8
Existing Conditions Apts
Grading and erosion
Control Plan
9 Varsity Drive Dwgs. From 9
Post Construction Varsity Drive -
Site Plan and
drainage Plan
10 Varsity Drive Dwgs. From 10
Post Construction Varsity Drive -
Station 21+50
11 Varsity Drive Dwgs. From I 1
Post Construction Varsity Drive-
Station 22+00
This information is from Josh Dalton from Sungate Design, the
drainage designer for Ramey Kemp and Associates:
The permanent buffer impacts were added to the PCN form already.
zone 1 = 2400 sq ft
zone 2 = 1174 sq ft
The temporary buffer impacts for erosion control and clearing are:
zone 1 = 309 sq ft
zone 2=218sgft
The permanent buffer impacts are noted in the table on Page 8 of 9
Section X, Paragraph 2.
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NCSU Site Map
VARSITY DRIVE
ROADWAY IMPROVEMENTS
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PUBLIC IMPROVEMENT QUANTPIIES
PHASE NUMBER(S) 1
NUMBER OF LOTS 0
NUMBER(S) BY PHASE 0
NUMBER OF UNITS -
LIVABLE BUILDINGS 0
OPEN SPACE NO
NUMBER OF OPEN SPACE LOTS 0
PUBLIC WATER F. N/A
PUBLIC SEWER F. NIA
PUBLIC STREET F. 1343
PUBLIC SIDEWALK 910
NOTE:
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH AND
NCOOT STANDARDS, SPECIFICATIONS, AND
DETAILS.
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CENTENNIAL
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64 -
UHLITY INSTALLATIONS AND OTHER PUEIUC
FACILITIES INCLUDING SIDEWALKS AND HANDICAP
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS
SPECIFIED BY CITY CODE THESE FACILITIES HAVE
BEEN APPROVED BY THE CRY OF RALEIGH AND SHALL
BE SO INSTALLED UNLESS A CHANGE IS AUTHORNED
BY WRITTEN APPROVAL PUBLIC SANITARY SEWER
BASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
ACCEPTANCE
SIGNATURE
CHIEFENG24EM
DIR OF PUBLIC UTILITIES:
TRAFFIC ENGINEER:
CONSERVATION ENGINEER
INDEX OF DRAWINGS
1 COVER SHEET & GENERAL NOTES
2 GENERAL CONDITIONS
3 PARKING POLICY, SITE PREPARATION &
UST OF NCDOT STANDARD DRAWINGS
4 SYMBOLOGY LEGEND
5.6 PAVEMENT SCHEDULE & TYPICAL SECTIONS
7 SUMMARY OF QUANTITIES
8,9 PLW SHEET
10 PROFILE SHEET
11-14 TRAFFIC CONTROL
15 PA9IENT M0ONG PUN
16-17 EROSION CONTROL PLAN
16-21 SPECIAL DETAILS
22 6AIBSEAPING P641 (NC)
23-27 CROSS SECTIONS (WESTERN BLVD. & FAUCEf1E DR)
25-37 CROSS SECTIONS (VARSITY DRIVE)
Sgt-2TRAFFIC SIGNAL PLAN
GENERAL NOTIES
CONTRACTOR SMALL BE RESPONSIBUZ FOR THE ACCEPTABLE CLOSURE AND
REPAIR OF ALL AREAS OISILRBED OURNG CONSTRUCTION. REPAIR WORK SHALL
UTLUE TIDE MATEIaAS WERE POSSIBLE. OR MATERIALS COMPATIBLE TO
EESiNG Am SILL RESTORE DISTURBED SURFACE TO ORIGINAL COMMON.
N9t WN t A16 HMWm
nFAmmpiF MANTDNANCE
COIORALTQ4 SMALL BE RE5PON481E FOR DAILY CLEANING AND MAINTENANCE
a AL NVDL'.EO APFAS FROM CONSTRUCTION DEBRIS AND DUST. SWEEP-1lM}
-GARPI7, & NOCOIPED COMSWUC1ION AREAS: THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ASSURING NEAT AND CLEAN WNMTNMS AT ALLTNES. tlPBN
I -COMPLETION OF THE PROECT, COFURACTOR Is Ra7oNSBlE FIXt fW
CLEANNG PINDOW RASH) AS FGLLO
NVaVLp SURFACES_WiH A 7REA MEINOOS AND
CNMOCA S AS S°ECFIC SURF
AAMNACTORERS-OF THE SURFACE MATERIAL
THE CONE RESPONSEIE FOR THE MEWS. METHODS.
TECIHDUES SEQUENCES. PROCEDURES AND MATERIAL SUPPLY FOR
CONSTRUCTION AND NSTALATIOM. VFREICARON OF DROSIORS AT THE STE.
AND THE VERIFICATION OF WAHINES
I
LOCATOR MAP ?
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS TRAFFIC CITR B./
DO NOT USE FOR R/W ACQUISITION ROADWAY PAVEMENT MARKING EXlblt N0.1
Vicinity Map
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UTILITY INSTALLATIONS AND OTHER PUBLIC
FACILITIES INCLUDING SIDEWALKS AID HANDICAP
VAMPS ARE TO BE CONSTRUCTED aN 141
SIREETS AS SPECO ED BY CITY CODE THESE
FACILITIES HAW: BEEN APPROVED BY THE CITY OF
RALEIGH AND SHALL BE SO INSTALLED UNLESS A
CHANGE IS AUTHORIZED BY MaTTEN APPROVAL
PUBID SANITARY SEVER EASEMENTS ARE TO BE
RECEDED PRIOR TO FINAL ACCEPTANCE
DIR. OF PUBLIC ime TI
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ADUJSTMENT WILL BE NECESSARY.
25 1 WATER LINE MODIFICATION TO BE DONE
_ - - - v -- S N ACCORDANCE WITH NCDOT, NCSU, AND
W (n CITY OF RALEIGH SPECIFICATIONS
3. REMOVE EXISTING SIGNS AND POLES
Z W eeFSp? Range AND REINSTALL IN APPROPIATE LOCATIONS
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2-CR 42249 2 4 5.90 419.21 417.97 0.025 15" X X
3-261 422.00 3 2 1.20 41925 419.21 0.003 15" X X
4{8 42172 4 5 6.10 417.92 416.29 0.036 EXIST. 15' X X
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8-PIPE COLLAR NA 9. OUT 31 414.39 4141 0.012 15, X
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Exhibit No. 2
Site Map-Plan and Drainage
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the west side and flows into a 30" RCP going under Varsity Drive at the east. The 30" RCP
remains underground until it empties into Rocky Branch. The wooded area is covered with
small understory bushes and shrubs and some fallen trees from previous storms.
10. Describe the overall project in detail, including the type of equipment to be used: The project
is a typical road project. The road will be widened from two lanes to three lanes on the north
side of Western Boulevard. Earth moving equipment such as trackhoes, bulldozers, dump
trucks, and motor graders will be used to prepare the road bed and buildup the area where fill
material is needed
11. Explain the purpose of the proposed work: The purpose of this project is to add another
entrance off of Western Boulevard to access the University campus on the north and south
sides of Western Boulevard. This new intersection onto Western Boulevard will have
stoplights to facilitate this purpose. The new entrance on the north side of Western will allow
easier egress to a large parking lot known as the West Lot. A future parking deck is planned
for this location. The work on the south side of Western Boulevard will enlarge the existing
egress lanes and will allow traffic to progress towards the Centennial Campus.
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. No other permits have been obtained for this project but documentation
concerning the stream associated with the Varsity Drive has been obtained for projects adjacent
to this one. The documentation is as follows:
Public Safety Building Project - NCDENR Raleigh Regional Office No. NBRRO 00-200
University Housing Project - NCDENR Raleigh Regional Office No. NBRRO 00-199
University Housing USACOE Action ID No. - 200221178
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.
The University is currently submitting the documentation required for a Sedimentation and
Erosion Control permit to the DENR Division of Land Quality office for review and approval.
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. Each impact must be
Page 3 of 9
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: Varsity Drive - Widening and Intersection Improvements
2.T.I.P. Project Number or State Project Number (NCDOT Only): NCSU # 052072
3.Property Identification Number (Tax PIN):
4.Location
County: Wake County Nearest Town: Raleip-h
Subdivision name (include phase/lot number): NC State University Central Campus
Directions to site (include road numbers/names, landmarks, etc.): The total project widens
Varsity Drive for 550 feet south of Western Boulevard and 600 feet north of Western
Boulevard. The area in question is approximately 300 feet north of Western Boulevard where
a stream flows through a 30" RCP under Varsity Drive.
5.Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately
lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): Lat - 35° 47.084'N Long. -078'40.902 W
6.Property size (acres): 2.5 Acres Q Acres Rounded Up)
7.Name of nearest receiving body of water: Rocky Branch
8.River Basin: Neuse River
(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.ne.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: Varsity Drive is an existing two lane road that extends
between Sullivan Drive to the north and Faucette Drive to the south. The identified stream is
located within a small grove of pine trees about midway between the two end points. The
stream is approximately 80 feet long and starts at the toe of the slope for a wetland pond at
Page 2 of 9
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: There are impacts identified to this
stream channel. The project will install a pipe extension to the existing reinforced
concrete pipe that goes under Varsity Drive. However, this pipe extension will impact
less than 30 linear feet of the stream. See sheet
2. Individually list wetland impacts. Types of 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.
Wetland
Impact
Site Number
(indicate on
ma)

Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located
within
100-year
Floodplain
(es/no) Distance
to Nearest
Stream
(linear
feet) Area o
Impact

(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify
temporary impacts. Stream impacts include, but are not limited to placement of fill or
culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement
walls, rip-rap, crib walls, 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. To calculate acreage, multiply length X
width, then divide by 43,560.
Page 4 of 9
Stream
l
Perennial Average
Impact
Impact Stream
Length Area of
Number Stream Name Type of Impact
ittent
Intermittent Width
(linear Impact
(indicate on Before feet) (acres)
ma) Impact
Unnamed Trib.
1 To Rocky Permanent Fill Intermittent 2 feet 30 LF 0.00138
Branch Acres

Total Stream Impact (by length and acreage) 30 LF 0.00138
Acres
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not
limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water
Area
Impact
Name of Waterbody Type of Waterbody
of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, Impact
(indicate on bay, ocean, etc.)
(acres)
map)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.00138 Acres
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.00138 Acres
Total Stream Impact (linear feet): 30 LF
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ¦ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
Page 5 of 9
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.):
Current land use in the vicinity of the pond:
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 design was prepared to
minimize the impact to the stream. The sidewalk was placed on the east side of Varsity Drive
instead of the west side. The new traffic lane width was minimized to be only 11 feet. This width
allows for large vehicular movement such as buses and tractor-trailer deliveries. Only necessary
fill is being placed within the area to provide the proper elevation for the road surface.
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 January 15, 2002, 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 NCEEP concurrence shall be placed on hold as incomplete.
Page 6 of 9
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://l12o.enr.state.nc.us/ncwctlaiids/strm?,ide.htm].
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.
No mitigation is required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://112o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ¦ No ?
2. 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 ¦
3. 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
Page 7 of 9
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ¦ No ?
2. If "yes", 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 2400 3 (2 for Catawba)
2 1174 1.5
Total 3574
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. Not Applicable
X1. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Storm water from the drainage system on the north side of Western Blvd. will be directed into a
preformed scour hole to provide diffuse flow into the buffer. The remaining storm water from
the additional impervious area will be conveyed with grass swales to provide treatment and
diffuse flow (<2 fps) at the buffer limits.
Page 8 of 9
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.
Not Applicable
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 ¦
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ¦
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description:
The project is located on the campus of NCSU in an area which is currently "built out". This
project will provide easier access to a future parking deck which will be constructed on an
existing parking lot, so impervious area increases will be kept to a minimum.
XV. 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).
V.. ( ??-NA A 4-A+
Applicant/Agent's Signature L J Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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 ¦
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ¦
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project is located on the campus of NC State University in an area that is currently "built
out." This project will provide easier access to a future parking deck which will be constructed
on an existing parking lot. Therefore, impervious area increases will be kept to a minimum
XV. 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).
/o (13 (05r-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
VARSITY DRIVE - WIDENING AND INTERSECTION IMPROVEMENTS
PRE-CONSTRUCTION NOTIFICATION
PROJECT INFORMATION
EXHIBIT NO. DESCRIPTION SHEET TITLE SHEET NUMBER
1 - Vicinity Varsity Dr. - Roadway Cover Sheet 1
Ma 1 of 37
2 - Site Map Varsity Dr. - Roadway Plan and Drainage 2
Sheet - 9 of 37
3 - Wake Proposed University NBRRO 02-200 3
County Soil Apartments/Public Exhibit 1- Wake
Survey Safety Project County Soil Survey
4 - USGS Proposed University NBRRO 02-200 4
Quadrangle Apartments/Public Exhibit 2 - USGS
Raleigh West Safety Project Raleigh West
5 - NCSU Site Proposed University NBRRO 02-200 5
Map Apartments/Public Exhibit 3 - Site
Safety Project Map of Neuse River
Buffer
6 Varsity Drive Dwgs. from Univ. 6
Existing Conditions Apts.
Grading and
Erosion Site Plan
7 Varsity Drive Dwgs. From Univ. 7
Existing Conditions Apts.
Civil Utility Plan
8 Varsity Drive Dwgs from Univ. 8
Existing Conditions Apts
Grading and erosion
Control Plan
9 Varsity Drive Dwgs. From 9
Post Construction Varsity Drive -
Site Plan and
drainage Plan
10 Varsity Drive Dwgs. From 10
Post Construction Varsity Drive -
Station 21+50
11 Varsity Drive Dwgs. From 11
Post Construction Varsity Drive-
Station 22+00
Office Use Only: Form Version March 05
?oa5? 9
USACE Action ID No. DWQ No. 8 0
(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
0401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW Permit 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 ? u00
1. Owner/Applicant Information 0(,T 2 7 Z005
Name: North Carolina State University-Charles D. Leffler/.,re Chm.w®r rsrTy
?T11TfRT
Mailing Address: B Holladay Hall Campus Box 7201 WKIL?itlSANA?TORMWATl110RANCh
Raleigh, NC 27695-7201
Telephone Number: 919-515-2155 Fax Number: 919-515-5121
E-mail Address: Charles leffler e,ncsu.edu
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Pagel of 9
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Exhibit No. 5
NCSU Site Map
VARSITY DRIVE
ROADWAY IMPROVEMENTS
-
go C.
Iw• Ma
PUBLIC INIPROVEMENT QUANTTITES
PHASE NUMBER(S) 1
NUMBER OF LOTS 0
NUMBER(S) BY PHASE 0
NUMBER OF UNTIS
LIVABLE BUILDINGS 0
OPEN SPACE NO
NUMBER OF OPEN SPACE LOTS 0
PUBLIC WATER F. N/A
PUBLIC SEWER N/A
PUBLIC STREET 1343
PUBLIC SIDEWALK 910
NOTE
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CTY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS. AND
DETAILS.
`140
I R84/
Call USA at:
1-800-922-0983
/ N
N.C
AR
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A
19 LOCATOR MAP
ws
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
unLITY INSTALLATIONS AND OTHER PUBLIC
FACILITIES INCLUDING SIDEWALKS AND HAND"
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS
SPECIFIED BY CITY CODE THESE FACILITIES HAVE
BEEN APPROVED BY THE CITY OF RALEIGH ANT) SHALL
BE SO INSTALLED UNLESS A CHANGE IS AUTHORED
BY WRITTEN APPROVAL PUBLIC SANITARY SEWER
BASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
ACCEPTANCE
SIGNATURE
CHIEF FNOMFER:
DIR. OF PUBLIC umxnEs:
TRAFFIC ENGINEER:
CONSERVATION ENG0110L
Iii 1 1, !?
I COVER SHEET & GENERAL NOTES
2 GENERAL CONDITIONS
3 PARIGNG POLICY, SITE PREPARATION &
UST OF NCDOT STANDARD DRAWINGS
4 SYMBOLOGY LEGEND
5,6 PAVEMENT SCHEDULE & TYPICAL SECTIONS
7 SUMMARY OF QUANTITIES
8,9 PLAN SHEET
10 PROFILE SHEET
11-14 TRAFFIC CONTROL
15 PAVEMENT MARKING PLAN
16-17 EROSION CONTROL PLAN
18-21 SPECIAL DETAILS
22 64196GAPING P601 (NC)
23-27 CROSS SECTIONS (WESTERN BLVD. & FAUCETTE OR)
28-37 CROSS SECTIONS (VARSITY DRIVE)
S'g1-2TRAFAC SIGNAL PLAN
GENERAL NOT15
PATCHWI
CONTRACTOR SHALL BE RESPONME FOR THE ACCEPTABLE CLOSINE AND
REPAIR OF ALL AREAS OSTWMED DIARNG CONSTRUCTION. REPAIR WORK SMALL
UTILIZE LIE MATERIALS WIEAE POSSIBLE, OR MATERIALS COMPATIBLE TO
EASTWG AND SHALL RESTORE DISTURBED SURFACE TO ORIGINAL CONDITION.
CONTRACTOR 94ALL BE RESPONSIBLE FOR DAILY CLEAMM AND MAWTDIANCE
OF ALL wvOLVED WAS FROM CONSTRUCTION DEBRIS AND DUST. iMEEPAW
-ShWeNB?NOC 1PED CONSTRUCTION AREAS THE CONTRACTOR SMALL BE
RESPdl9BLE FOR ASSJRNG NEAT AM CLEAN CONDITIONS AT ALL IDES i1PBFF
OMPLETION OF THE PROJECT, CONTRACTOR IS RESPON
g 9BLE FOR FN/?
EANIGR?-W MWDOW WASH) AS FOL
M OSI METHODS
CHEMICALS SUEACESACR:WTH A A IKEA NEIXCDS AND
dEIRDAIS AS CFlC Y HIGRE1A1E0
OF THE SRFACE 4ATFfiAL
THE ONIRA RESPOISSLE FOR THE MEANS. MEHbS•
TEOgD,ES SEWDKES, PRDCFWRES AND MATERIAL SUPPLY FOR
CONSIRIUCiKM AND NGTAUAnaN, VERIFICATION OF DMENSONS AT THE SITE,
AND THE VOWCATIOI OF QUAN1771M
INCOMPLETE PLANS 11 TRAFFIC CONTROL/
DO NOT USE FOR R/W ACQUISITION ROADWAY PAVEMENT NARKING RD Exhibit No. I
Vicinity Map
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!D: IRBA 04159
A'PR
LAC. NAlfd
70 L „„
This information is from Josh Dalton from Sungate Design, the
drainage designer for Ramey Kemp and Associates:
The permanent buffer impacts were added to the PCN form already.
zone 1 = 2400 sq ft
zone 2 = 1174 sq ft
The temporary buffer impacts for erosion control and clearing are:
zone 1 = 309 sq ft
zone 2=218sgft
The permanent buffer impacts are noted in the table on Page 8 of 9
Section X, Paragraph 2.
L:I VI'

UTILITY INSTALLATIONS AND OTHER PUBLIC
FACILITIES INCLUDING SIDEWALKS AND HANOICAP
RAMPS ARE TO BE torsmucEO a ALL
STREETS AS SPECIFIED BY Cltt CODE. THESE
FACILITIES HAVE BEEN APPROVED BY THE CRY OF
RALEIGH AND SHALL BE SO INSTALLED UNLESS A
CHANGE S AUTHORIZED BY NBREN APPROVAL
PUBLIC SANITARY SEIER FASF1fNT5 ARE TO BE
RECORDED PRIM TO FINAL ACCEPTANCE
SIGNATURE.-
CHIEF ENGINEER:
DIR. OF PUBLIC m
TRAFFIC ENGINEER
CONSERVATION ENraEEk

PRELIMINARY PLANS
.. .. ,. ., .. ,. •=
fi 00 NOT USE FOR CONSIICUCIION
FNCOMPLETE PLANS
. .:.? ?, POTSta." -25+? t.$?- NDT OSR FOR RAW ACQUISITION

P?

r? Ito 2.4+Q000-
X? n7
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Pttd 24 36.43
Q PCCSta 2.2 92

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PLSta 21+x7.91
' ' PT SIo 2j+89.78.
'
'
IS 50,3
(L T) 34
47
D92 (LT?
'
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•-1262Li U 40 SS
820
'L=9SA0' J 4? FOR
Pi sto
T 63.18 -43,85 1
A" 1)5', 52
317 (Lb, R 7 oaD oo x 14Q00' f
Dx4 43' 056 _
L . 197.34.
T 99.39'
' R • 670.00'': PI' Stc 14+06.80
.? PCSta ,z3+7.92 p. 37' 05 527• (RT)
POT Sta.0+9000 +' -
0 • 60 18' 40.8'
1 = 6151
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Now style
e& Chae Rarnp
tract to adjust and/or relocate water
L'n4a necessary see note 1112
POT STA. 18+66.61 (VARSITY)=
k.l POT STA. 11+98.23 (FAUCETTE)
?E
o-
a
A,
1
?V
NOTE
1 ?0
,A

1. ALL WHEEL CHAIR RAMPS SHALL BE
"o CONSTRUCTED USING NCDOT STD. 848.05
A UNLESS OTHERWISE NOTED.
(SEE SHEETS 20 k 21)

P 2. APPROXIMATLY 310' OF WATER LINE
ADUJSTMENT WILL BE NECESSARY.
= s WATER LINE MODIFICATION TO BE DONE
IN ACCORDANCE WITH NCDOT, NCSU, AND
CITY OF RALEIGH SPECIFICATIONS
3. REMOVE EXISTING SIGNS AND POLES
AND REINSTALL IN APPROPIATE LOCATIONS
n
AS DIRECTED BY THE ENGINEER.

o m
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° 5 wm ? °z >
DR AINAGE SUM MARY o a f„ 85 f a
0 o
STRUCTURE NO. RIM FROM TO TOTAL INV. AI INV. OUT SLOPE DLl
6 TYPE ELEV. Qw
1.68 422.49 1 2 0.30 419.49 419.21 0.012 15' X X
2-CB 422.49 2 4 5.90 419.21 417.97 0.025 15' X X
3-261 422.00 3 2 120 419.25 419.21 0.003 15' X X
4{B 42172 4 5 6.10 417.92 416.29 0.036 EXIST. 15' X X
5•CB 419.55 5 E?T' 6.40 416.29 407.07 0.036 T. 15' X X
6•C6 415.52 6 OUT 0.60 412,52 409.00 0.057 15' X X
7-PIPE COLLAR NA 1NY B 35 400.6 399.7 0.036 30' X
8-PrPE COLLAR NA 9 OUT 31 414.39 4141 0.012 15 X
SCALE I"= 40'
80 40 20 0 40 80
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SHEEr No.
9 of 37
Total SAeets
70: IM 04153
EPk
FAQ NAYG
Exhibit No. 2
' Site Map-Plan and Drainage
Sheet 2
WATER LINE
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DRAWING FROM UNIVERSITY APTS. PROJECT
SITE PLAN
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4 DRAWING FROM UNIVERSITY APTS. PROJECT
GRADING AND EROSION CONTROL PLAN
SHEET 8
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CO R? is i a ` r' rl E
C f , .h_.'Y ALL
CONSTRU
UNLESS(
nrn 1 \
e?? SHE
(SEE
i i :?:' ?•!y ?''? - -? I ? •,- /I ? '•y .\,+ r, Z
y
?. ~ APP
?! ROXih
ADUjSTMI
WATER L
IN ACCOF
'?} ? ?Q'!r? jZF? Y yr arSJ? \ ??.?T CIT 1 Of
25' ?P 3. REMO
AND REIN
15" CID
i? :i
N !sU Styte AS DIREC
" rt , eel Chair Ramp;
44 ` o VARSITY DRIVE - POST CONSTRUCTION CONDITIONS
tract' to adjust and/or reloc a Water DRAWING FROM VARSITY DRIVE PROJECT
s ` on
t,' r Lines necessary, See note #2
ITE PLAN AND DRAINAGE SHEET
kR AND ' S
?o POT STA: 18+66.61 (VARSIT'
CNF.F.T 9
1
80 70 60

STA. 21 + 00
BL. 416. 1,0
80 70 60 50 40 30 20' f0 0
.r ,
70
VARSITY DRIVE - POST CONSTRUCTION CONDITIONS
DRAWING FROM VARSITY DRIVE PROJECT
CROSS SECTION FROM STATION 21+50
SHEET 10
r
0.018
50 40
30 20
f0 0 f0 20 30

..<,.. ..:., .....: .... x...,. ....?.-., .. <......_x. .,.v.......-e E
2
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VARSITY DRIVE - POST CONSTRUCTION CONDITIONS
DRAWING FROM VARSITY DRIVE PROJECT
CROSS SECTION FROM STATION 22+00
SHEET 11