20040299 Ver 1_COMPLETE FILE_20040301

OF W A" Michael F. Easley, Governor
?
Q
G
William G. Ross Jr., Secretary
l
O Resources
North Carolina Department of Environment and Natura
r Alan W. Klimek, P. E. Director
-i Division of Water Quality
o ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 30, 2004
DWQ Project # 04-0299
Wake County
Page 1 of 4
City of Raleigh
222 West Hargett St., Rm 602
P.O. Box 590
Raleigh, NC 27602
Subject Property: Leesville Road Widening - City of Raleigh
Hare Snipe Creek [03-04-02, 27-33-12-(2),C NSW (nutrient sensitive)]
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. Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.24 acres of wetlands, 406 feet of streams and 36,444
square feet (ft) of protected riparian buffers for the purpose of 3 road crossings at the subject
property, as described within your application dated March 1, 2004 and received by the N.C.
Division of Water Quality (DWQ) on March 1, 2004 and additional information submitted on
April 12, 2004, May 11, 2004, May 19, 2004 and May 26, 2004. After reviewing your
application, we have decided that these impacts are covered by General Water Quality
Certification Number 3404 (GC3404). The Certification allows you to use Nationwide Permit
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 & 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.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htta://h2o.enr.state.nc.us/ncwetlands)
r....4....-..., e...,.i..n u. 1 _07 Y cM] c7A 0
City of Raleigh
Page 2 of 4
6/30/04
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:
Amount Approved
(Units) Plan Location or Reference
Streams 406 (feet) Sheet 4, 6 & 7
404/LAMA Wetlands 0.24 (acres) Sheet 5 & 6
Waters 0 (acres)
Buffers 36,444 (square ft.) Sheet 4, 6, 7 & 8
2. Erosion & Sediment Control Practices-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.
3. 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.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters-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. Buffer Mitigation (EEP)-You are required to mitigate for impacts to the protected riparian
buffers. The required area of mitigation to compensate for impacts to the protected riparian
buffers is 20,919 square feet as required under this Authorization Certificate and 15A
NCAC 2B .0242(buffer mitigation rule). We understand that you wish to make a payment
into the Riparian Buffer Restoration Fund administered by the NC Ecosystem Enhancement
City of Raleigh
Page 3 of 4
6/30/04
Program (EEP) to meet this mitigation requirement. This has been determined by the DWQ
to be a suitable method to meet the mitigation requirement. In accordance with 15A NCAC
2B .0242(7)(buffer mitigation rule), this contribution will satisfy our compensatory
mitigation requirements under 15A NCAC 2B .0233(10)(buffer protection rule). Until the
EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The
EEP should be contacted at [phone] if you have any questions concerning payment
into the Riparian Buffer Restoration Fund. You have one month from the date of this
approval to make this payment. For accounting purposes, this Authorization Certificate
authorizes payment into the Riparian Buffer Restoration Fund to compensate for
20,919 ft2 of required riparian buffer mitigation for impacts to 8,562 ft ) of protected
riparian buffers; 03-04-02 river and subbasin."
6. Diffuse Flow- An additional condition is that 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. 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.
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 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.
9. 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/Wetlands
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.
City of Raleigh
Page 4 of 4
6/30/04
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) 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. 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 John Dorney at 919-733-9646 or Debbie
Edwards at [phone].
Sincerely,
Alan W. Klimek, P.E.
AWK/DAE
Enclosures: GC 3404
Certificate of Completion
cc: Norton Webster-Kimley-Horn and Associates, Inc.
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 040299LeesvilleRdWid(Wake) 401+Buffer
? DF W A TF Michael F. Easley, Governor
William G. Ross Jr., Secretary
7- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
-I Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500 and 2B .0233, City of Raleigh has permission as outlined below and within the
General Water Quality Certification (WQC) Number 3404 w/ additional conditions for the purpose(s) of constructing the
proposed road crossings. All activities associated with these authorized impacts must be conducted with the conditions
listed in the attached certification transmittal letter. THIS CERTIFICATION AND AUTHORIZATION CERTIFICATE ARE
NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT ECOSYSTEM ENHANCEMENT PROGRAM (EEP)
DWQ Project No.: 04-0299
Date: July 1, 2004
LOCATION: Raleigh, NC
COUNTY: Wake
BASIN/SUBBASIN: Neuse; 27-33-12-(2)
As required by 15A NCAC 2H .0506 and 213 .0233 and the conditions of WQC No. 3404 w/ additional conditions, you are
required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands,
surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the waters of the
state.
[Note: Acreage requirements proposed to be mitigated through the EEP must be rounded up to one-quarter acre
increments according to 15A NCAC 2R .0503(b).]
0 acres of Class WL wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
0 feet of stream channel
20,919 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
26 .0233. If you choose this option, please sign this form and mail it to the EEP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE EEP.
Signature
ECOSYSTEM ENHANCEMENT PROGRAM (EEP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (nhnne). 919-733-6893 (fax). hfD://h2o.enr.state.nc.us/ncwetiands/
? ? ? Kimley-Horn
and Associates, Inc.
May 26, 2004
Ms. Debbie Edwards
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Leesville Road Widening - City of Raleigh
DWQ Project No. 04-0299
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Ms. Edwards:
WETLANDS / 4,01 GROUP
i,"VA E R t u'AL i T' S CTI , j
¦
P,O. Box 33068
Raleigh, North Carolina
27636-3068
Per our telephone conversation on May 24, 2004, revisions to the Neuse River
buffer impacts at Ray Road and the pond have been made and are attached.
Figures 6 and 8 have been revised. Also, page 10 and 11 of the PCN form have
been updated.
Please confirm with Bob Zarzecki that buffer mitigation is required in zone 2
where grass will be reestablished. It was my understanding that it was self
mitigating when vegetation was reestablished in zone 2.
Thank you for your attention to this matter. I look forward to hearing from you
in the future. If you have any questions, please call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
¦
TEL [phone]
FAX [phone]
GRAPHIC SCALE
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(IN FEET)
/INCH = 50 FT
® ZONE IIMPACT
ALLOWABLE W/OUT MITIGATION-,
ZONE IIMPACT
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BUFFER IMPACTS
ZONE I: 3950 SF
ZONE to ALLOWABLE
(W/MIT) 2262 SF
ZONE 20 2161 SF
ZONE 2e ALLOWABLE
(W/MIT) 1589 SF
STREAM IMPACTS
147 LF
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freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
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 stream mitigation is proposed. Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/w!p/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): N/A
Amount of buffer mitigation requested (square feet): 20,919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify _)?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet)
Multiplier Required
Mitigation
1 23,911 * 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* 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.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE
25 b Q 2,5 50
(IN FEET)
/INCH = 50 FT
ZONE IIMPACT
ALLOWABLE W/OUT MITIGATION'
ZONE IIMPACT
ALLOWABLE W/ MITIGATION
® ZONE 2 IMPACT
ALLOWABLE W/OUT MITIGATION /
ZONE 2 IMPACT
® ALLOWABLE W/ MITIGATION
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WETLANDS 140! ("A" )f)P
WATER QUII, j y S ,TI
BUFFER IMPACTS
ZONE I: 3950 SF
ZONE I: ALLOWABLE
(W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2:ALLOWABLE
(W/MIT) 1589 SF
STREAM IMPACTS
147 LF
CIM" KimleyHom
endAssoeietes,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
?.?. ?? RALEIGH, NC AREA 2 6 OF 8
CIMPI KmleyHom
andAssaciates,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
RALEIGH, NC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No stream mitigation is proposed Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/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): N/A
Amount of buffer mitigation requested (square feet): 20.919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 23,911 * 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* 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.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE
25 2 50 tee- ? -' ? ? ;
(IN FEET)
/INCH = 50 FT ?. "

O
ZONE IIMPACT
ALLOWABLE W/OUT MITIGATION-, !
ZONE IIMPACT
ALLOWABLE W/ MITIGATION
ZONE 2 IMPACT /
ALLOWABLE W/OUT MITIGATION
ZONE 2 IMPACT
---------- F
ALLOWABLE W/ MITIGATION LEESVILLE RD
PROPOSE
2 @: p (SR 1822)
24 f?C

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,
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BUFFER IMPACTS
ZONE 1:3950 SF
ZONE I: ALLOWABLE
(W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2: ALLOWABLE
(W/MIT) 1589 SF
STREAM IMPACTS
147 LF
m Kimley-Hom
ands aetes,lnc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
RALEIGH, NC AREA 2 6 OF 8
C2m=Fl KimleyHom
and Associates, Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
0"- ---- RALEIGH, NC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No stream mitigation is proposed Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wry/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): N/A
Amount of buffer mitigation requested (square feet): 20,919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .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) M
Multiplier Required
Mitigation
1 23,911 * 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* Zone 1 extends out 30 feet perpendicular trom near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE O
25 Q 2,5 50 ??`? ^?
(IN FEET)
/INCH = 50 FT

0
ZONE IIMPACT h
ALLOWABLE W/OUT MITIGATION-. !
ZONE (IMPACT
ALLOWABLE W/ MITIGATION
ZONE 2 IMPACT
ALLOWABLE W/OUT MITIGATION
ZONE 2 IMPACT 11 /1

ALLOWABLE W/ MITIGATION
P
2 R @OPO 24SE
"
PROPOSED
ROAD
N.
m'
m
F
O ,
?R,/ ^d -------- F
LEESVILLE RD
C -- (SR 1822)
h
EkISTING::
ROAD
------------

LLJ
' WETIANDi
,~t, ,

WATER

2

BUFFER IMPACTS
m ! ' ZONE I: 3950 SF
ZONE I: ALLOWABLE
a (W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2:ALLOWABLE
(W/MIT) 1589 SF

/ STREAM IMPACTS
147 LF
cmmrl Kimley-Hom
anmdl%Holetes,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
?..? M RALEIGH, NC AREA 2 6 OF 8
I
I
(PROTECTION
I
4b
N
i
Ql I
? Kimley-Ham
and Associates, inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
p.? ?? RALEIGH, NC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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 stream mitigation is proposed Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 20.919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 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 23,911* 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extencls an
additional 20 feet from the edge of Zone 1.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE ti/ p

25 Q 2?5 50 ???- "?O "

(IN FEET)
/INCH = 50 FT
?o
ZONE (IMPACT /
ALLOWABLE W/OUT MITIGATION,
ZONE IIMPACT ??
ALLOWABLE W/ MITIGATION
® ZONE 2 IMPACT /
ALLOWABLE W/OUT MITIGATION
® ZONE 2 IMPACT ;
ALLOWABLE W/ MITIGATION
PROM
2 a 2;
F
:oo
r\
`a -------- F
LEESVILLE RD
E. C (SR 1822)
-EXISTING
ROAD
BUFFER IMPACTS
ZONE I: 3950 SF
ZONE I: ALLOWABLE
(W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2:ALLOWABLE
(W/MIT) 1589 SF
STREAM IMPACTS
147 LF
Em" KimleyHom
and Associates, Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
0.,? ?? RALEIGH, NC AREA 2 6 OF 8

CIMPI Kimley-Hom
m and Associates, Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
(D ? ? RALEIGH, NC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
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 stream mitigation is proposed Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 20,919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 23,911 * 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE
25 Q 2,5 50
(IN FEET)
/INCH = 50 FT
® ZONE IIMPACT
ALLOWABLE W/OUT MITIGATION-,
ZONE IIMPACT
ALLOWABLE W/ MITIGATION
® ZONE 2 IMPACT
ALLOWABLE W/OUT MITIGATION /
® ZONE 2 IMPACT
ALLOWABLE W/ MITIGATION
ti%° ?
0 ° 0ti o
'o
/ ^a --------- F
PROPOSE - LEESVILLE RD
2 @ 24 C (SR 1822)

EXISTING
ROAD

F
'11TLANDS I
t
?
>71 r"?

00
1

BUFFER IMPACTS
m ZONE I: 3950 SF
ZONE I: ALLOWABLE
Q (W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2: ALLOWABLE
(W/MIT) 1589 SF
'i STREAM IMPACTS
147 LF
?Kimiey Hom
?? andAssodates,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
RALEIGH, NC AREA 2 6 OF 8
IGmley-Hom
?m andA=iates,lnc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
(D ? ? RALEIGH, NC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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 stream mitigation is proposed Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 20.919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 23,911 * 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Lone Z extends an
additional 20 feet from the edge of Zone 1.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE
? ?
25 Q 2,5 50 ?? ?
`
(IN FEET) J
/INCH = 50 FT
'o
h
ZONE IIMPACT
! ?
ALLOWABLE W/OUT MITIGATION-,\ 0ti
/
ZONE I IMPACT
ALLOWABLE W/ MITIGATION

® ZONE 2 IMPACT
ALLOWABLE W/OUT MITIGATION /
® ZONE 2 IMPACT ;
ALLOWABLE W/ MITIGATION
LEESVILLE
RD
PROPOSE -
2 a 24° C (SR 1822)

EXISTING'
.ROAD %

PROPOSED r-%- - -?
ROAD
I
' F

ITOE
PROTECTION.' `TLAP![a?Idr?? ,
[,??n! ,.,
I I
c
o

h ,

I
N
Ni
m I _
N
BUFFER IMPACTS
I n,
m m ZONE I: 3950 SF
ZONE I: ALLOWABLE
(W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2: ALLOWABLE
(W/MIT) 1589 SF
STREAM IMPACTS
147 LF
=KimleyHom
m ? and Associates,inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
?.?. ?? RALEIGH, NC AREA 2 6 OF 8
EMPI Kimley-Hom
m and Associates, Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
?.? ?? RALEIGH, NC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
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 stream mitigation is proposed Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http//h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 20.919
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 23,911* 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* Zone 1 extends out 30 feet perpendicular from near oanx of cnannet; cone z extenas an
additional 20 feet from the edge of Zone 1.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
GRAPHIC SCALE p
0e
25 Q 2,5 50 /?Q- ? ? ;
(IN FEET)
/INCH = 50 FT
'o
.h
® ZONE (IMPACT
ALLOWABLE W/OUT MITIGATION-, e?
ZONE IIMPACT
ALLOWABLE W/ MITIGATION
ZONE 2 IMPACT F
® ALLOWABLE W/OUT MITIGATION /
ZONE 2 IMPACT /
ALLOWABLE W/ MITIGATION
PROPOSE. LEESVILLE RD
2 @i 24 C (SR 1822)
EXISTING-
ROAD
PROPOSED
ROAD
r ,
F
I 4
r ,
I
I TOE
PR07ECT10N ;
r ?
I?
?? ?
lio
o
I
N CO
Nr
Ql I N ,
BUFFER IMPACTS
m m Cif ! ZONE I: 3950 SF
i ZONE I: ALLOWABLE
(W/MIT) 2262 SF
ZONE 2: 2161 SF
ZONE 2°ALLOWABLE
(W/MIT) 1589 SF
I / STREAM IMPACTS
i 147 LF
?Kimley Horn
?? andAssoaates,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
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(D ??? RALEIGH, INC AREA 4 8 OF 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:Hh2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No stream mitigation is proposed. Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 20.919
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
Page 10 of 12
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 N No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No N
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes N No El 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 23,911 * 3 16,152
2 15,712** 1.5 4,767
Total 36,444
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone z extends an
additional 20 feet from the edge of Zone 1.
* 5,384 ft2 of allowable impact with mitigation. **3,178 ft2 of allowable impact with mitigation.
Page 11 of 12
oKo217
Kimley-Horn
and Associates, Inc.
P.O. Box 33068
Raleigh, North Carolina
27636-3068
TEL [phone]
FAX [phone]
Date No. Description
Transmittal
Date: 05/19/04 Job Number: 011063029.1.200
Project Name: Leesville Road Widening
To: Ms. Debbie Edwards WETLANDS / 401 SRC lp
NC DENR/Division of Water Quality
Wetlands Unit ` '1E /i)On
1650 Mail Service Center WATER (111ni iTi, „A.._
Raleigh, NC 27699-1650
We are sending these by
U.S. Mail
Other:
FedEx ® Hand Deliver
We are sending you
Attached
Shop Drawings
? Other:
Under separate cover via the following items:
? Prints/Plans [-] Samples Specifications ? Change Orders
05/19/04 PCN Application form and supporting documents
1 05/19/04 Roadway/ Drainage Plans
Copie
8
These are transmitted as checked below:
? For your use Approved as submitted EJ Resubmit [:] Copies for approval
As requested Approved as noted ? Submit EJ Copies for distribution
® For review and comment E] Returned for corrections F-1 Return ? Corrected prints
Remarks: Debbie,
Thank you for all your time and attention to this permit.
Norton
Copy to: Signed
Page 1
Kimley-Horn
and Associates. Inc.
WETLANDS / 401 GROUP
May 19, 2004
P.O. Box 33068
WATER UUALI IY SECTION Raleigh, North Carolina
27636-3068
Mr. John Dorney
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Leesville Road Widening - City of Raleigh
DWQ Project No. 04-0299
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Mr. Dorney:
On behalf of our client, City of Raleigh, Kimley-Horn and Associated, Inc. is
reapplying for a 401 Water Quality Certification as part of a Nationwide 14 for
the proposed widening of Leesville Road. The original permit application
contained five errors which have been corrected. Also, the plans were revised
based on NC Department of Transportation's comments. The project plans to
widen Leesville Road from Lynn Road to Millbrook Road from a two-lane road
to a four-lane road with a median. Current and future traffic volumes require that
the road be widen. The project is located adjacent to Hare Snip Creek and two
unnamed tributaries of Hare Snipe Creek. There are five wetlands located on the
floodplain of Hare Snipe Creek within the project area.
Impacts include the extension of three existing culverts along with associated
buffer impacts from the road widening. The first stream impact is a 148 linear
feet of an UT of Hare Snipe Creek, the second impact is 147 linear feet of an UT
of Hare Snipe Creek and the third impact is 111 feet to Hare Snipe Creek.
The floodplain of Hare Snipe Creek along the project area contains five wetlands
totaling 0.56 acres. A total of 0.24 acres of wetland impacts is proposed.
Neuse River buffers will be impacted in four separate locations. Three of the
impacts are associated with lengthening of the culverts described above. The
fourth impact is from a fill slope which encroaches into zone 1 and 2 adjacent to
the pond (near Station 50+00). A total of 22,321 square feet of zone 1 and
14,123 square feet of zone 2 buffer is proposed for impact. Of the total impacts
to zone one, 3,794 square feet of buffer impact will require mitigation. The
balance of the impacts to the buffers is allowable without mitigation. Mitigation
¦
TEL [phone]
FAX [phone]
Kimley-Horn
?J 0 and Associates, Inc.
for impacts to zone 1 is proposed through payment into the Wetland Restoration
Fund.
Stormwater best management practices are proposed to treat all new impervious
surface (See attach stormwater plans). Also, additional outfall protection to
existing outlet structures is proposed.
If you have any questions, please call me at (919) 6784173. Thank you for your
attention to this matter.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
T:\pn\0I 1063029\DWQ 401 leucr.doc
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 04-0299
(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: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: City of Raleigh
Mailing Address: Municipal Building
222 West Hargett St Room 602
PO Box 590
Raleigh, NC 27602
Attn: Mr. Samir Bahho
Telephone Number: [phone] Fax Number:
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: Norton Webster
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
Raleigh, NC 27636
Telephone Number: [phone] Fax Number:[phone]
E-mail Address: [e-mail]
Page 5 of 12
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: Leesville Road Widening
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Several parcels
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Widening of Leesville Road from
Millbrook Road to Lynn Road
5. Site coordinates, if available (UTM or Lat/Long): 35° 51' N 78° 37.5' 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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Hare Snipe Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adrriin/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: Forested with residential development and utility right-of-
ways
Page 6 of 12
10. Describe the overall project in detail, including the type. of equipment to be used: The
proposed project is the widening of Leesville Road. The equipment used will be the type
typically used during road construction.
11. Explain the purpose of the proposed work: Widen Leesville Road from Lynn Road to Mill-
Brook Road to alleviate traffic problems.
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.
Jurisdictional Determination to USACE was submitted on 02/20/04.
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.
N/A
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
Page 7 of 12
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: The impacts are from widening
of the existing road. Three culverts on three perennial streams will be lengthened along with
buffer impacts from the road widening. There is also two wetland impacts.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Station 22+00 fill 0.15 yes 75 forested
Station 29+00 fill 0.09 yes 80 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htta://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.56
Total area of wetland impact proposed: 0.24
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Culvert 148 Hare Snipe Creek 22 Perennial
2 Culvert 147 UT Hare Snipe Creek 3 Perennial
3 culvert 111 UT Hare Snipe Creek 21 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maoquest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 406
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.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All practical measures have been taken to avoid and minimize impacts to the streams.
wetlands, and buffers. Topographic constraints have limited the locations for some impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No stream mitigation is proposed. Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wo/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): N/A
Amount of buffer mitigation requested (square feet): 11,382
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 22,321* 3 11,382
2 14,123 1.5 n/a
Total 36,444
* Zone t extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
* 3,794 ft2 of allowable impact with mitigation. The remaining impacts do not require
mitigation.
Page 11 of 12
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.
Payment into the Wetland Restoration Fund
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
All new impervious surface is being treated (See stormwater management plans.) Storm water
Runoff from "new" impervious surfaces will be discharged as diffuse flow through buffers or
treated for nitrogen removal
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.
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. 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?/rq o
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

DEC 1 0 201-,
City Of Raleigh Y N
-Worth (3arolina
October 23, 2002
Dear Property Owner.
The Raleigh City Council adopted the 2002-2003 budget, which includes funding to design a project to widen
Leesville Road from Lynn Road to Millbrook Road. This project is part of the 2002-2007 Capital Improvement
Program that.was previously approved by Council. Before our engineers can begin design work, it will be necessary
for survey personnel to have access to your property to survey existing conditions, and for appropriate personnel to
make routine appraisals and to perform geotechnical boring investigations. The placement of survey stakes along the
project does not necessarily indicate the location or extent of the proposed improvements. Once maps are prepared
utilizing the survey information, preliminary design will be initiated. When the preliminary design is complete, a
public meeting will be held to receive your input. If you own property within the project limits, more detailed maps
showing the exact location of proposed easements and/or right-of-way will be prepared after the public meeting phase
for individual discussion with you.
While the City of Raleigh is authorized by North Carolina General Statute, Chapter 40-A-11, to enter upon private
property to make surveys, we prefer to receive your authorization to do this work and coordinate the survey activities
with you. At your earliest convenience, please complete and return the enclosed form letter granting the City of
Raleigh permission for. the survey crews to begin work on your property. If you have any concerns or
recommendations you wish to share with us prior to the public meeting or special conditions (locked gate, a dog which
must be restrained, etc.), please note them on the form A pre-addressed, postage paid envelope is enclosed for your
convenience.
The work crews will be instructed to protect all property and cooperate fully with all property owners to minimize
damage to trees, lawns, pavement, etc. Your cooperation in allowing the surveyors and other technical personnel to
perform this necessary work is appreciated. If you need additional information, please contact Mr. Samir Bahho,
Senior Project Engineer, at.919 890-3030.
Sincerely,
Carl R. Dawson, Jr., P.E.
City . Engineer
Enclosures
Cc: Mark A. Cole.. El, Project Engineer
OFFICES - 222 WEST HARGETT STREET - POST OFFICE BOX 590 - RALEIGH, NORTH CAROLINA 27602
LEESVILLE ROAD WIDENING, PART B
ENVIRONMENTAL IMPACT SUMMMARY
May-04
Stream Impact (LF) Buffer Impact (SF)
ZONE 1 ZONE 2 Wetland Impact (SF)

ffl3+00 LT 103 5018 2295 N/A
OR 86
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WETLANDS 1401 GROUF

May 19, 2004
Mr. John Dorney
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Leesville Road Widening - City of Raleigh
DWQ Project No. 04-0299
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Mr. Dorney:
On behalf of our client, City of Raleigh, Kimley-Horn and Associated, Inc. is
reapplying for a 401 Water Quality Certification as part of a Nationwide 14 for
the proposed widening of Leesville Road. The original permit application
contained five errors which have been corrected. Also, the plans were revised
based on NC Department of Transportation's comments. The project plans to
widen Leesville Road from Lynn Road to Millbrook Road from a two-lane road
to a four-lane road with a median. Current and future traffic volumes require that
the road be widen. The project is located adjacent to Hare Snip Creek and two
unnamed tributaries of Hare Snipe Creek. There are five wetlands located on the
floodplain of Hare Snipe Creek within the project area.
Impacts include the extension of three existing culverts along with associated
buffer impacts from the road widening. The first stream impact is a 148 linear
feet of an UT of Hare Snipe Creek, the second impact is 147 linear feet of an UT
of Hare Snipe Creek and the third impact is 111 feet to Hare Snipe Creek.
The floodplain of Hare Snipe Creek along the project area contains five wetlands
totaling 0.56 acres. A total of 0.24 acres of wetland impacts is proposed.
Neuse River buffers will be impacted in four separate locations. Three of the
impacts are associated with lengthening of the culverts described above. The
fourth impact is from a fill slope which encroaches into zone 1 and 2 adjacent to
the pond (near Station 50+00). A total of 22,321 square feet of zone 1 and
14,123 square feet of zone 2 buffer is proposed for impact. Of the total impacts
to zone one, 3,794 square feet of buffer impact will require mitigation. The
balance of the impacts to the buffers is allowable without mitigation. Mitigation
WATER QUALITY SECTION
¦
P.O. Box 33068
Raleigh, North Carolina
27636.3068
TEL [phone]
FAX [phone]
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 04-0299
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® 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: Nationwide 14
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the, top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Citv of Ralei
Mailing Address: Municipal Building
222 West Hargett St Room 602
PO Box 590
Raleigh, NC 27602
Attn: Mr. Samir Bahho
Telephone Number: [phone] Fax Number:
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: Norton Webster
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
Raleigh, NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 12
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: Leesville Road Widening
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Several parcels
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Widening of Leesville Road from
Millbrook Road to Lynn Road
5. Site coordinates, if available (UTM or Lat/Long): 35° 51' N 78° 37.5' 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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Hare Snipe Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested with residential development and utility rihg t-of-
wavs
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the widening of Leesville Road. The equipment used will be the type
typically used during road construction.
11. Explain the purpose of the proposed work: Widen Leesville Road from Lynn Road to Mill-
Brook Road to alleviate traffic problems.
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.
Jurisdictional Determination to USACE was submitted on 02/20/04.
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.
N/A
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
Page 7 of 12
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: The impacts are from widening;
of the existing road. Three culverts on three perennial streams will be lengthened along with
buffer impacts from the road widening. There is also two wetland impacts.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Station 22+00 fill 0.15 yes 75 forested
Station 29+00 fill 0.09 yes 80 forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.56
Total area of wetland impact proposed: 0.24
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Culvert 148 Hare Snipe Creek 22 Perennial
2 Culvert 147 UT Hare Snipe Creek 3 Perennial
3 culvert 111 UT Hare Snipe Creek 21 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mat)quest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 406
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.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All practical measures have been taken to avoid and minimize impacts to the streams,
wetlands, and buffers. Topographic constraints have limited the locations for some impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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 stream mitigation is proposed. Buffer mitigation is proposed through payment
into the Wetland Restoration Fund.
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 httl2:Hh2o.enr.state.nc.us/wip/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): N/A
Amount of buffer mitigation requested (square feet): 11,382
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .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 22,321* 3 11,382
2 14,123 1.5 n/a
Total 36,444
Zone 1 extends out 3U feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
* 3,794 ft2 of allowable impact with mitigation. The remaining impacts do not require
mitigation.
Page 11 of 12
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.
Payment into the Wetland Restoration Fund.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
All new impervious surface is being treated. (See stormwater management plans.) Storm water
Runoff from "new" impervious surfaces will be discharged as diffuse flow through buffers or
treated for nitrogen removal.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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).
01/11 /0
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

DEC 1 0 201-,
(3itry Of 6Raleigk
5Vorth Carolina
October 23, 2002
Dear Property Owner.
The Raleigh City Council adopted the 2002-2003 budget, which includes funding to design a project to widen
Leesville Road from Lynn Road to Ivlilibrook Road. This project is part of the 2002-2007 Capital Improvement
Program that.was previously approved by Council. Before our engineers can begin design work, it will be necessary
for survey personnel to have access to your property to survey existing conditions, and for appropriate personnel to
make routine appraisals and to perform geotechnical boring investigations. The placement of survey stakes along the
project does not necessarily indicate the location or extent of the proposed improvements. Once maps are prepared
utilizing the survey information, preliminary design will be initiated. When the preliminary design is complete, a
public meeting will be held to receive your input. If you own property within the project limits, more detailed maps
showing the exact location of proposed easements and/or right-of-way will be prepared after the public meeting phase
for individual discussion with you.
While the City of Raleigh is authorized by North Carolina General Statute, Chapter 40-A-11, to enter upon private
property to snake surveys, we prefer to receive your authorization to do this work and coordinate the survey activities
with you. At your earliest convenience, please complete and return the enclosed form letter granting the City of
Raleigh permission for, the survey crews to begin work on your property. If you have any concerns or
recommendations you wish to share with us prior to the public meeting or special conditions (locked gate, a dog which
must be restrained, etc.), please note them on the form A pre-addressed, postage paid envelope is enclosed for your
convenience.
The work crews will be instructed to protect all property and cooperate fully with all property owners to minimize
damage to trees, lawns, pavement, etc. Your cooperation in allowing the surveyors and other technical personnel to
perform this necessary work is appreciated. If you need additional information, please contact Mr. Samir Bahho,
Senior Project Engineer, at.919 890-3030.
Sincerely,
04 J
arl R. Dawson, Jr., P.E.
C
City. Engineer
Enclosures
Cc: Mark A. Cole, EI, Project Engineer
OFFICES - 222 WEST HARGETT STREET • POST OFFICE BOX 590 - RALEIGH, NORTH CAROLINA 27602
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WATF Michael F. Easley, Governor
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North Carolina Department o
r Alan W. Klimek, P. E. Director
Division of Water Quality

Coleen H. Sullins, Deputy Director
Division of Water Quality
April 30, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
City of Raleigh
222 West Hargett St., Rm 602
PO Box 590
Raleigh, NC 27602
Subject Property: Leesville Road Widening-City of Raleigh
Hare Snipe Creek
REQUEST FOR MORE INFORMATION
To Whom It May Concern::
DWQ Project No. 04-0299
Wake County
Page 1 of 2
On March 1, 2004, the Division of Water Quality (DWQ) received your application dated March 1, 2004 to impact
322 linear feet of stream and 35,086 square feet (ft) of protected riparian buffers to construct the proposed road
crossings. The DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to impact
protected wetland, streams and/or buffers on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H
.0506 and 26 .0233(8) and will place this project on hold as incomplete until we receive this additional information.
Please provide the following information so that we may continue to review your project.
Additional Information:
1. This office believes that the outlet structures on the roadway plans (sheet 5, stations 23+00 & 24+00) can be
moved or reconfigured to avoid the impacts to the wetlands. Please revise the plans to avoid the impacts.
2. This office believes that the level spreader on the roadway plans (sheet 7, stations 39+00 & 40+00) can be moved
or reconfigured to avoid the impacts to the riparian buffer. Please revise the plans to avoid the impacts.
3. It is unclear if the "lateral base ditches", the "berm ditches" and the "special lateral V ditches" are for new or existing
stormwater. If these ditches are new and routing new stormwater then they will have to be treated and diffuse flow
will be required through the riparian buffer. Please clarify if these ditches are new and are for new or existing
stormwater.
4. Please show all stream impacts including all fill slopes, dissipaters and bank stabilization with the correct scale on
the site plans. (These have been recently resubmitted but it is still unclear of how the impacts were measured) In
addition, please revise the PCN to include the correct amount of stream impacts.
5. Please submit a revised PCN with the correct amount of riparian buffer impacts and/or the correct amount of
. mitigation needed for riparian buffer impacts at the location of Ray Road and the Hoffmann pond.
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
City of Raleigh
Page 2 of 2
4/30/04
Please respond within three weeks of the date of this letter by sending this information to me in writing. If we do not
hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the
DWQ. Please call Ms. Debbie Edwards at 919-733-9502 if you have any questions regarding or would like to set up
a meeting to discuss this matter.
Sincerely,

John Dorney,
Wetlands/401 Unit, DWQ.
cc: Norton Webster-Kimley-Horn and Associates, Inc., PO Box 33068, Raleigh, NC 27636
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ04-0299
Q Kimley-Horn
and Associates, Inc.
WETLANDS 1401 GROUP
0
April 12, 2004 P.O.Box33068
APR I ,2004 Raleigh, North Carolina
27636-3068
WATER QUALITY SECTION
Ms. Debbie Edwards
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: 401 Leesville Road Widening
Raleigh, Wake County, NC
Dear Ms. Edwards:
Per our telephone conversation, I have attached revised details for the specific
impact areas for Leesville Road. Please call me if you have any questions or
comments at [phone].
Thank you for your attention to this matter.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
0
TEL [phone]
FAX [phone]
Kimley Hom
?O? and Associates, inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
0,- ---- RALEIGH, NC AREA 1 3 OF 6
Kimley-Hom
and Associates, Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
RALEIGH, NC AREA 2 4 OF 6
CIMPI Kimley Hom
and?sso?Mates,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
RALEIGH, NC AREA 3 5 OF 6
?KimleyHom
? and Associates, Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
RALEIGH, NC AREA 4 6 OF 6
44y1., Nwh Csi.1 f)N
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Leesville Road Widening
Project Number 04 0299
Recvd From APP
Received Date 3/1/04 Recvd By Region
Project Type road widening
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream O Y -@N F__ 27-33-12-() FC NSW 30,402. F_ 322.00 F_-
NBR Buffers ®Y O N F_ 27-33-17 r _c NSW 30,402. 0.80 F-
Mitigation Wetland
MitigationType Type Acres Feet
Buffer restoration Buffers 0.15
Is Wetland Rating Sheet Attached? O Y O N Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? S Y ON
Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 355100
Comments:
Longitude (ddmmss) 783800
April 7, 2004 322 If of P impact...... and no stream mitigation offered, where is ACOE on this?
NO wetland impact?????Buffer $ should be OK w/Ron More info. April 26 Still 229 LF of stream.
What does ACOE think? Can u impact at pond be shifted east? Area 2 has u impacts at Ray Rd.
4/9/04-DAE Add info needed
1-Need maps at correct scale (figures 3-6)
2-Mitigation needed for impact area #4 (impervious in Zone 2)
3-Need to move levelspreader, its in Zone 2 west of stream impact area #3
4-Remove outlet protection out of wetlands
5-diffuse flow needed at "bermed ditches" & "lateral based ditches" flowing to buffers
Spoke with Norton Webster on 4/1/04, he was supposed to bring _this info by the office but it has
been a week so a letter is needed.
HOLD
cc: Regional Office
Central Office Page Number 1
Triage Check List
; ee v, l/ t6
""./
Date Project Name
DWQ#: `-f-?-6a/ 9
County: ?Ie _
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? RO Alan Johnson El WSRO Daryl Lamb
0"'"0 Steve Mitchell
From: TelePlone : (919) -c-tirdt, The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? tland determination and distance to blue-line surface waters on USFW topo maps
imization/avo' a issues
Buffer Rules euse, ?ar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
'd
SONH-1I3M-0M0:3WHN 268922)-6T6:131 92:OZ NOW t7OO2-22-dUW
n
and Associates, Associates, Inc.
March 22, 2004
Mr. John Domey
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center, r?
Raleigh, NC 27699-1650
Re: 'Leesville Road Widening - City of Rxielgh ,
401 Water Quality Certification
Raleigh, Wake County, North Carolina
DWQ #04-299
Dear Mr. Domey:
In response to your letter dated March 10, 2004, we believe that no stream
mitigation is required for this public linear transportation project. General Water
Quality certification #3404, condition #9 states, "for linear transportation
projects, impacts equal to or exceeding 150 feet per stream may require
mitigation." There are three separate stream crossings with less than 150 feet of
impact per crossing.
Thank you for your attention to this matter. If you have any questions, please
call me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
Cc: Mike Horan, NCDWQ
City of Raleigh
TEL 919 6r 2000
FAX [phone]
Post-It' Fax Note 7671 0M "paaes?
To Ju1^r? 'Den From WJOSlW
Co./Dopt. 0`'OWOL Ca Ki?rl - H0rr1
Phono q' 33 _ 4104 (n Phone # 4M4 1 73
Fax k -7 - (As 9 Fax x (o77-2csSO
2
P.Q. BOX 33068
Felei h NA Cat*a
27638,10139
T001TOV'H 8L8T# AN2 090ZLLM T6 09:TT PCOZ,ZZ"'dVK
F W A 7 F Michael F. Easley, Governor
O
9Q William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources

Alan Klimek, P.E., Director
O C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 10, 2004
DWQ # 04-0299
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
City of Raleigh
Post Office Box 33068
Raleigh, NC 27636
Subject Property: Leesville Road Widening
To Whom It May Concern:
On March 1, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding
your plan to fill wetlands or waters for the purpose of widening a road in Wake County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H.0500.
322 feet of compensatory stream mitigation is required for this project. Please provide a
compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H.0500
and must be appropriate to the type of impacts proposed.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the '
project and will consider it withdrawn.
Sincerely,
"Oim?p
ater Quality rt'fication Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Norton Webster, Kimley-Horn and Associates, Post Office Box 33068, Raleigh, NC 27636

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
L,
G? ? ? Kimley-Horn
and Associates, Inc.
Marcli 1,' 2004
Mr. John Domey
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Leesville Road Widening - City of Raleigh
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Mr. Dorney:
On behalf of our client, City of Raleigh, Kimley-Horn and Associated, Inc. is
applying for a 401 Water Quality Certification as part of a Nationwide 14 for the
proposed widening of Leesville Road. The project plans to widen Leesville Road
from Lynn Road to Millbrook Road from a two-lane road to a four-lane road with
a median. Current and future traffic volumes require that the road be widen. The
project is located adjacent to Hare Snip Creek and two unnamed tributaries of
Hare Snip Creek.
Impacts include the extension of three existing culverts along with buffer impacts
from the road widening. The first stream impact is a 146 linear feet of an UT of
Hare Snip Creek, the second impact is 83 linear feet of an UT of Hare Snip Creek
and the third impact is 93 feet to Hare Snip Creek.
Neuse River buffers will be impacted in four separate locations. Three of the
impacts are associated with lengthening of the culverts. The fourth impact is
from a fill slope which encroaches into zone 1 adjacent to the pond (near Station
50+00). A total of 20,751 square feet of zone 1 and 14,335 square feet of zone 2
buffer is proposed for impact. Of the total impacts to zone one, 2,206 square feet
of buffer impact will require mitigation. The balance of the impacts to the
buffers is allowable without mitigation. Mitigation for impacts to zone 1 is
proposed through payment into the Buffer Restoration Fund.
Stormwater best management practices are proposed to treat all new impervious
surface (See attach stormwater plans). One proposed level spreader is currently
located within zone 1 at station 39+46.00. The location of this level spreader is
the best feasible alternative for the most treatment for the most impervious area.
The level spreader can not be placed anywhere else due to steep topography. The
WETLg; ; i 1401 GROUR
MAR 12004
WATER DUALITY SECTION
¦
P.O. Box 33068
Raleigh, North Carolina
27636.3068
¦
TEL [phone]
FAX [phone]

0 ? KimleyHorn
O and Associates, Inc
other side of the road contains a steep slope and there is no room to place a level
spreader. There is no practical alternative for placement of this level spreader.
If you have any questions, please call me at [phone]. Thank you for your
attention to this matter.
Very truly yours,
KIIvILEY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
T:\pn\011063029\DWQ 401 letter.doc
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: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: City of Raleigh
Mailing Address: Municipal Building
222 West Hargett St Room 602
PO Box 590
Raleigh, NC 27602
Telephone Number: [phone] Fax Number:
E-mail Address: bahhos@ralei hg nc.org
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: Norton Webster
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
Raleigh, NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 12
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: Leesville Road Widening
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Several parcels
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Widening of Leesville Road from
Millbrook Road to Lynn Road
5. Site coordinates, if available (LJTM or Lat/Long): 35° 51' N 78° 37.5' 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):
7. Nearest body of water (stream/river/sound/ocean/lake): Hare Snip Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested with residential development and utility gh t-of-
wavs
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the widening of Leesville Road. The equipment used will be the type
typically used during road construction.
11. Explain the purpose of the proposed work: Widen Leesville Road from Lynn Road to Mill-
Brook Road to alleviate traffic problems.
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.
Jurisdictional Determination to USACE was submitted on 02/20/04.
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.
N/A
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
Page 7 of 12
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: The impacts are from widening
of the existing road. Three culverts on three perennial streams will be lengthened along with
buffer impacts from the road widening. No wetlands are proposed to be impacted.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.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: 0.56
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(lin ar feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please secif )
I Culvert 6 Hare Snip Creek 22 Perennial
2 Culvert 8 UT Hare Snip Creek 3 Perennial
3 culvert 93 UT Hare Snip Creek 21 Perennial

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* List each impact separately and identify temporary impacts. Impacts include, but are not'limited to: culverts bnd`associatet rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.m4pciuest.com, etc.).

Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 322
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 Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All practical measures have been taken to avoid and minimize impacts to the streams and
buffers. Topographic constraints have limited the locations for some impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htm].
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 stream mitigation is proposed. Buffer mitigation is proposed through payment
into the Buffer Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 6,618
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 20,751 * 3 6,618
2 14,335 1.5 n/a
Total 35,086 6,618
* 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.
* 2,206 ft2 of allowable impact with mitigation.
Page 11 of 12
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.
Payment into the Riparian Buffer Restoration Fund.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
All new impervious surface is being treated. (See stormwater management plans.)
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Dafe
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
N OeZflr(:!??

DEC 10 2o.r,
Gity Of 6Raleigh
5Vorth (3arolina
October 23, 2002
Dear Property Owner:
The Raleigh City Council adopted the 2002-2003 budget, which includes funding to design a project to widen
Leesville Road from Lynn Road to Millbrook Road. This project is part of the 2002-2007 Capital Improvement
Program that.was previously approved by Council. Before our engineers can begin design work, it will be necessary
for survey personnel to have access to your property to survey existing conditions, and for appropriate personnel to
make routine appraisals and to perform geotechnical boring investigations. The placement of survey stakes along the
project does not necessarily indicate the location or extent of the proposed improvements. Once maps are prepared
utilizing the survey information, preliminary design will be initiated. When the preliminary design is complete, a
public meeting will be held to receive your input. If you own property within the project limits, more detailed maps
showing the exact location of proposed easements and/or right-of-way will be prepared after the public meeting phase
for individual discussion with you.
While the City of Raleigh is authorized by North Carolina General Statute, Chapter 40-A-11, to enter upon private
property to make surveys, we prefer to receive your authorization to do this work and coordinate the survey activities
with you. At your earliest convenience, please complete and return the enclosed form letter granting the City of
Raleigh permission for. the survey crews to begin work on your property. If you have any concerns or
recommendations you wish to share with us prior to the public meeting or special conditions (locked gate, a dog which
must be restrained, etc.), please note them on the form. A pre-addressed, postage paid envelope is enclosed for your
convenience.
The work crews will be instructed to protect all property and cooperate fully with all property owners to minimize
damage to trees, lawns, pavement, etc. Your cooperation in allowing the surveyors and other technical personnel to
perform this necessary work is appreciated. If you need additional information, please contact Mr. Samir Bahho,
Senior Project Engineer, at.919 890-3030.
Sincerely,
Carl R Dawson, Jr., P.E.
City. Engineer
Enclosures
Cc: Mark A. Cole, EI, Project Engineer
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
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Title: USGS Quad Map (Raleigh West and Bayleaf, North Carolina)'.
Project: Leesville Road Project Manage Rr?-`
Leesville Road (Millbrook`?o'`l;ynti Road)
Kimley-Horn Raleigh, North Carolina
?.l and Associates, Inc,
Date: Scale: Project No.: Figure:
01/21/03 1:24,000 011063029 1

? ? ? Kimley-Horn
and Associates, Inc.
0402991
March 1, 2004
Mr. John Dorney
NC DENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center,
Raleigh, NC 27699-1650
Re: Leesville Road Widening - City of Raleigh
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Mr. Dorney:
WETLANDS 1401 GROUP
MAR 1 2004
WATER wuA i SECTION
On behalf of our client, City of Raleigh, Kimley-Horn and Associated, Inc. is
applying for a 401 Water Quality Certification as part of a Nationwide 14 for the
proposed widening of Leesville Road. The project plans to widen Leesville Road
from Lynn Road to Millbrook Road from a two-lane road to a four-lane road with
a median. Current and future traffic volumes require that the road be widen. The
project is located adjacent to Hare Snip Creek and two unnamed tributaries of
Hare Snip Creek.
Impacts include the extension of three existing culverts along with buffer impacts
from the road widening. The first stream impact is a 146 linear feet of an UT of
Hare Snip Creek, the second impact is 83 linear feet of an UT of Hare Snip Creek
and the third impact is 93 feet to Hare Snip Creek.
Neuse River buffers will be impacted in four separate locations. Three of the
impacts are associated with lengthening of the culverts. The fourth impact is
from a fill slope which encroaches into zone 1 adjacent to the pond (near Station
50+00). A total of 20,751 square feet of zone 1 and 14,335 square feet of zone 2
buffer is proposed for impact. Of the total impacts to zone one, 2,206 square feet
of buffer impact will require mitigation. The balance of the impacts to the
buffers is allowable without mitigation. Mitigation for impacts to zone 1 is
proposed through payment into the Buffer Restoration Fund.
Stormwater best management practices are proposed to treat all new impervious
surface (See attach stormwater plans). One proposed level spreader is currently
located within zone 1 at station 39+46.00. The location of this level spreader is
the best feasible alternative for the most treatment for the most impervious area.
The level spreader can not be placed anywhere else due to steep topography. The
¦
P.O. Box 33068
Raleigh, North Carolina
27636.3068
¦
TEL [phone]
FAX [phone]
??? Kimley-Horn
and Associates, Inc.
other side of the road contains a steep slope and there is no room to place a level
spreader. There is no practical alternative for placement of this level spreader.
If you have any questions, please call me at [phone]. Thank you for your
attention to this matter.
Very truly yours,
KIlVH.EY-HORN AND ASSOCIATES, INC.
Norton Webster
Environmental Scientist
T:\pn\OI 1063029\DWQ 401 letter.doc
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: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: City of Raleigh
Mailing Address: Municipal Building
222 West Harizett St Room 602
PO Box 590
Raleigh, NC 27602
Telephone Number: [phone] Fax Number:
E-mail Address: bahhos@ralei hg nc.org
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: Norton Webster
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: PO Box 33068
RaleiA, NC 27636
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 12
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: Leesville Road Widening
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Several parcels
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Widening of Leesville Road from
Millbrook Road to Lynn Road
5. Site coordinates, if available (UTM or Lat/Long): 35° 51' N 78° 37.5' 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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Hare Snip Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.enr.state.nc.us/admin/maRs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested with residential development and utility gh t=of-
ways
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the widening of Leesville Road. The equipment used will be the type
typically used during road construction.
11. Explain the purpose of the proposed work: Widen Leesville Road from Lynn Road to Mill-
Brook Road to alleviate traffic problems.
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.
Jurisdictional Determination to USACE was submitted on 02/20/04.
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.
N/A
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
Page 7 of 12
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: The impacts are from widening
of the existing road. Three culverts on three perennial streams will be lengthened along with
buffer impacts from the road widening. No wetlands are proposed to be impacted.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

i i i i i i I
* 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 htta://www.fema.Qov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.56
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Culvert 146 Hare Snip Creek 22 Perennial
2 Culvert 83 UT Hare Snip Creek 3 Perennial
3 culvert 93 UT Hare Snip Creek 21 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 322
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 Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All practical measures have been taken to avoid and minimize impacts to the streams and
buffers. Topographic constraints have limited the locations for some impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc.us/ncwetl ands/strm gi de. 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.
No stream mitigation is proposed. Buffer mitigation is proposed through payment
into the Buffer Restoration Fund.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): 6.618
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
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 20,751 * 3 6,618
2 14,335 1.5 n/a
Total 35,086 6,618
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
* 2,206 ft2 of allowable impact with mitigation.
Page 11 of 12
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.
Payment into the Riparian Buffer Restoration Fund.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
All new impervious surface is being treated. (See stormwater management plans.)
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Dafe
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

PM-'r-11 /rn
DEC 1 0 20.1-,
Gitry Of 6Raleigh
-Worth GJarolina
October 23, 2002
Dear Property Owner:
The Raleigh City Council adopted the 2002-2003 budget, which includes funding to design a project to widen
Leesville Road from Lynn Road to Millbrook Road. This project is part of the 2002-2007 Capital Improvement
Program that was previously approved by Council. Before our engineers can begin design work, it will be necessary
for survey personnel to have access to your property to survey existing conditions, and for appropriate personnel to
make routine appraisals and to perform geotechnical boring investigations. The placement of survey stakes along the
project does not necessarily indicate the location or extent of the proposed improvements. Once maps are prepared
utilizing the survey information, preliminary design will be initiated. When the preliminary design is complete, a
public meeting will be held to receive your input. If you own property within the project limits, more detailed maps
showing the exact location of proposed easements and/or right-of-way will be prepared after the public meeting phase
for individual discussion with you.
While the City of Raleigh is authorized by North Carolina General Statute, Chapter 40-A-11, to enter upon private
property to make surveys, we prefer to receive your authorization to do this work and coordinate the survey activities
with you. At your earliest convenience, please complete and return the enclosed form letter granting the City of
Raleigh permission for , the survey crews to begin work on your property. If you have any concerns or
recommendations you wish to share with us prior to the public meeting or special conditions (locked gate, a dog which
must be restrained, etc.), please note them on the form. A pre-addressed, postage paid envelope is enclosed for your
convenience.
The work crews will be instructed to protect all property and cooperate fully with all property owners to rm rruZe
damage to trees, lawns, pavement, etc. Your cooperation in allowing the surveyors and other technical personnel to
perform this necessary work is appreciated. If you need additional information, please contact Mr. Samir Bahho,
Senior Project Engineer, at.919 890-3030.
Sincerely,
Carl I Z_ Jr., P.E.
City. Engineer
Enclosures
Cc: Mark A. Cole, EI, Project Engineer
OFFICES • 222 WEST HARGETT STREET - POST OFFICE BOX 590, RALEIGH, NORTH CAROLINA 27602
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Project Leesville Road Widening
Kimley-Horn Wake County. NC
? ... .......... and Associates, Inc.
Date: Scale: Project No. Figure:
2-6 2004 1:24,000 011063029 1 of 6
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B
?I
O
c-
C
-611
?I
BUFFER IMPACTS
J, co ZONE 1:4535 SF
ZONE 2:2480 SF
STREAM IMPACTS
83 LF
LEESVILLE
RD (SR 1822)
SED
PRO icoP,,,
36" B

?Kiml=s,
m andInc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
p.- RALEIGH, NC AREA 2 4 OF 6
GRAPHIC SCALES I BUFFER IMPACTS
0 ZONE 1: 4875 SF
50 25 Q 5A /00
o° ° I ZONE 2:3980 SF
(IN FEET) ?' STREAM IMPACTS
/INCH = 50 FT 93 L F
1
ZONE IIMPACT j o
® ZONE 2 IMPACT
I
I
i
/ IN
N N
Im m
u-.
m\
PROPOSED o'
ROAD -nI
EXISTING
` ROAD
--------F__I? F
?s
o
SGT /-'
D z '.
24'x9' BOTTOMLESS STRUCTURE
-L- o. f
m 4 = 90'
m
ez
I LEESVILLE RD (SR 1822)
?m IGmleyHom
? and Associates,inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
p.=- RALEIGH, NC AREA 3 5 OF 6
YY.,, NM, v.i. » W
Elm 11 KimleyHom
m and Associates,Inc. LEESVILLE ROAD WIDENING STREAM IMPACT FIGURE
?.?. a ...,?„ RALEIGH, NC AREA 4 6 OF 6
0
N P-N 6'3''^2226',
?

N/F
HOFFMANN,KARL G
6 PAULINE H
-Y6- PCSta.
W
S`
C',

v
I
2
v
V C
0
A= 9901'142
N/F
CAROLINA POWER /
AND LIGHT ATTAN
KEITH CXI
W H G y
y
B
a
m
O
0
9
0
9
P
S
N
N
O
zl ;e'
N/F
HOFFMANN. PAULINE H

I
(1C-L- -Y6-

PI Sta 48+3918 Pl Sta 54+63.31 \,PI Sta 13+9059
A= 3640' 5W (RT) p= 22'38' 455' (LT1 , 3 38 238 (LT1
D = 651'424 D = 609390 D `+r,54 355
L = 53457' L = 367-W L = 1905'
T = 216$0 T = 18622' T = 953.3^
R = 835DV R = 93000 R = 3000 P
RO = 14400' RO = 180.00' RO = EXISTING
SE = SE = EXISTING
DS = 4? PH DS = 50 MPH DS = 50 MPH
P4 PI Sta IS+7501
A= 3''23'52$ (LT)
N/F D = 20300'
BAPTIST GROVE BAPTIST CHURCH L = ,14627'
=`
T 1415'
23 R 2500.(0'
RO = EXISTING
-Y6- T t0. 1 0+00110

TRAFFIC DIAGRAM

2" AOf !7700
2025 AOT a=
WN-9X
DR -607.
TTST - 37

DIAL - 2X
8900 fKI7 ? I.T00
13 M000
00
-12= J L
aa
uro
-L_
LEESY RD
6W 86W
j 25
N/F
BAPTIST GROVE BAPTIST CHURCH
jr- - EXIS 1 c
DS = 50 MPH
8
U)
f
N
?o? 30
a 8 a. N 204P 505' W
--- C
SPECIAL LATERAL V DITCH
SEE DETAIL 2
26
TART OF NORTH CAROLINA LLC
C/O PROPERTY TAX
_- C'Jiali
SEE SHEET N0.11 FOR -L- PROFILE
PI Sto 37+17,41 Pl Sta 48+3918 CIP NO. Rat-28 7
D= 30'I4'139'QTJ D= 36'40'525 (RT)
; l i% ?-? SEAL?
D = 850 555' D = 657424 \--
L = 38525' L = 53451
T =19722 L = 34.57 % J Han 20 0 40 -pLAm
R = 197-92 R = 276Br and Associates, Inc, ? INcoap>?ra 730.00' 835.00'
RO = 149110 RO = 144AO'
SE = OD4 SE = 0.04
DS = 45 MPH DS = 45 MPH RALEIGH, N.C. P.O. B H, .C. 9
l + v1,36aa6e
1
NEF
O SAYLORAKYS INC
c f
l o' P /
_._._ ._. _..._..??_.__ ?t
J;13 . - StD. 45 , HEADWALL
Oa? swsr
?'ff?
AN CONSTRUCT MH COVER
/F ---.__ STD 840 i1
WILLIAMS. CONNIE R / •/ NW -''
8HER91E G IT- SIQUDMIRE W E
$ Q' ITY OF RALEIGH ?../V.
<
CIOBANLITHEObORE J
f
NEW Jl' ILLW PIPE
?? ISPh
/ INV
NV'IN O 13854
.. J T TURlt,4TGRAGE 12V LT TtIRWT'APER 4t- 4d CURB / .. f. / ..
17% OUT J37DG
a a APER ! 1 TIE Ta EXISTING
i
?O SlpEk'A!K AND' f TAPER 12pfl \ ARMOR EXISTING
CVSSa ..? $ ` / f > \ DITCH WlTH`CLASS I
RIP RAP fXf,AMD WTTE
?^ TIE TO EXISTING i /RIP RAP
w - i" - SIDEWALK AND ?', i .... ?? .
AYb RESURFACE CURB AND GUf7ER,\\ `\\\. 11114 ti .
F w DE F ECRt EC82 it
d -V ----?---- - _F Pl2 DEPIJ RETNN R£TA! ,, r 4p - ' ' ?\ L?QE
p a ;r PROP GRAU 3511
O _
:_ EXBi. qir PROP R
n \ NUL I-U _ - - ' \? P
_, H 4
.. 4iy Iy .i y ,
_. .1 f
------------
m -
r _ _ ca
I -.. 1.0.4(--. ... _. _ _ ? _........ .. ? ,::. .. _...-....... ? 19 ,\\ ?'
3R
Z `-- 6 - - E>n5r Rn _
cBSD
re4s
PROP R1w PROP RIW
1PDE?PDE-ry --
.:'\ ,•. II "?\ ?--'•?-- F_ '?- ?--- f- r- r-- f"_ ?- •?_ --?--ice ?? PRpp RM,
r `??__-- .- -\,.y __- -------------- `_ ?'?' 59txTN.RDAT Cl /rte ('l
V
I I - 11-F
/ WALL VDITCH
S DETAIL8 11f58
EE
•? _ 5 ?i
I: BERM DITCH
I : 4 I SEE DETAIL 6
! ¢ I-'O'LT TURN TAPER fNl1 ?PV
a ? 2419'BOTTOMLESS STRUCTURE
o I I -L- POCSt0.38+74.00. ? ? J?tr r?Rx:.
Z? 90*
IW
Q
1 N/F 9
? ? II
JOHNSTON. OPAL KITTS N/F
l?
CAROLINA POWER
I\ ,,^•? AND LIGHT ATTAN
e ,
i
g ' W H KEITH CXIG
F,I
Iz
N/F
{ \ AUTUMN CHASE
CONDOMINIUMS
- ,cy
I I ?
SEE SHEET N0.10 FOR -L- PROFILE
1 /
SEE SHEET NO.12 FOR DRIVEWAY PROFILES

a
0
0
0
N
O
9
8
N
N
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REV6bN5 ,/ /.-' PROJECT REFERENCE IN SHEET NO.
-Y4- -Y5- CIP NO. RAL-28 6
PI Sto 10+8610 PI Sto 1/+6626 Pt $to 25+6651 Pr Sto 31+7134 PI Sto 37+17.41 ? ?=? SE"`
A= 1430'48TfRT1 A= 93555.8' (LT) D= 3655'309(LT)p= 40'02215'(RT) p= 30'14133 i
D = 19'05' 549 D = S43' 465' D = 7'50'55S D = 7'50'55S D = 7'50"
L = 7599' L = 16753' L = 49594 L = 51014 5 / / \ nd AssodHomates Inc. 20, 0 40 INCOMPLETE rl ?xs
T = 3820' T = 8396' T = 25797' T = 26598 _ 38 22 ??? y \ ard
R = 30000 R = 100000 R = 73000 R = 7300Y/ R = 730.00 ?'??vT„??
R0= EXISTTNG ..RO - EXISTING RO = 14400` __Rlt Od RO = 144,00'
SE = SEE PLANS SE = SEE PLANS SE = 044- SE = 0.04 SE ?1Dl_- Puiec BOX 330158
636-30x8
DS = 40 MPH DS - 4D MPH DS = 45 MPH DS = 45 MPH45 MPH' ?-
Ali
R
o' 8
FLi" / ice/ _ rr '? \ 6 \ G M
N/F 04
/- /p Ca OUTLET' PROTECT"
_ SEE DETAIL a CITY OF RALEIGH Fey "r` Fi
......CL, TRIP RAP _ _ _ 34f1 ,49
' OUTLET PROTECTION
P7
SEE DETAILS EST.15'TCw'S,.
CL 7RlP RAP EST J5 srfE
EST 15 TONS '' _- _ FS7 60 5Y PSRM
TLET PROTECTION J5 SY Ff SE AIL + 1
_ 0. G
?- -L- PT t . 28+04,46 EST 60 sr P56u?? F? OUTLET PROTECTION CL -t 1
.. / . '66ASS_LEE a2aA1'- - -? ? R RAP t
EST IS TONS S#AL= 36+572
Q B.
... EST 3 TONS.,. , :. O5 I'sEE L - EST 35 Sr FF
EST b SY }F 0.` AIL SHEET 2B1 EST 60 Y PSRM I `E\ O
/--... A tpPER p031 -^ ?rf? ?'ppE. EPOE o _Y5 fIT$tO.ID'9{1OD6 =\ y''
OUTLET PROTEKM'
- - m CLASS R RIPRAAAAAAPPPPPP R
-Y4- POTSto.ID+000O:.= 2aLt t / u EXIST IUW EST /I TONS
AV r ;665 232' II
EST 28 SY F
L . AOCSta. 26+9950 of t ' P m F - ---- _ rr
N/F
OVERH ? " WINTER, ANK A JR H RS ,
I
5th. _ _ o q oEP9 raE DURING ' C/0 J EL W WINTER
re3J
CONSTR CT
- - ?j Lt t ?. wETLAea1 % o r d
31070 TURN STORAGE
RWI ED L
4
USHPE?,
<, - 9`' , ! •. a : -. ^w'", N I , r
?XPIO OUTLET PROTECT
C :.?.4I
1
SEE DETAIL 8
CC 'Y RIP RAP
A'? h F EST IS 70N5
13 ?a,
EST 35 SY FF W
d tr % _. ' B C F r"Q. _? EST-60 Sy StM!?,_
o . .
1 ;
w z
CB29'
W ?' a o Pgor R? %' a
Tlroal
3 ?
RETAINING WALL W
_ A
SEE DETAIL ALL V DITCH 7 WAIL V•WTCH b7 ti I Q lSRCP OJ
Q
/'E,., bL 7 ? rr rl ? L a1?
V1
?, \
_ -
'E y ?Y4 . t . r +47 mRr ruex raa£R 0!1 ?R. ------? --?2 =+r /,
r
J j
-L c
-L- SAG -? --ir 2
N/F
c BARTHOLOMEW, NORMAN E EL 30262
---- ?r cRau J5D
S B 7 J
3 pOF & KATHRYN T? rya I&? j - Z
J R I BEE M DETAIL DITC 6 STORE 1 50P Q
Z ...C I I ,. / f1 ,:( GTL POINT
GRADE DITCH TO DRAIN SSPIPE --L- STA 3b+66.3
?,tAPER LATERaASE DfTCH _ AND PLACE CLASS 'G'RIP RM Z`o.56'di T.
CROSSPIPE ENTRANCE I
M ?ERALBBALSE DITCH -Y5- PCSta.10+8229 F ? ?11E TO EX
,{ X! " $EECIA?TaL P AI V DITCH J O SPILL RS Il CURB ANG IGUTTfR
AROUND RADJNS:.'
i
-Y4- PTSta.9+23.89 ? N/F
STANLEY, NORMAN K 1vrROCTar tO ursr?
END CONSTRUCTION & EYELYN 8 I NMIuic VAULT AND AVOID
RING CONSTRUCTION N
I
-Y4- POC Sto I1+25.00
TIE TO EXISTING RETAIN runes W
SPECIAL LATERAL
V
v ... y j SIDEWALK DITCH
ti
SEE DETAIL I
TRAFFIC DIAGRAM F
2" ADT
-Y5- PTI.12+49.83 1 a
2025 ADr
ztDw - 9X
SPECIAL LATERAL V DITCH DIR • 607 RETAIN XISTING
SEE DETAIL 2 N/F TTST - 37
SY
BRINE, LE IS R JR DUAL - Z? /
13500 69M nt
& ALICE J /9000 rum TRANSITION EXISTING END CONSTR TION I
TO PROPOSED DITCH i P;LEESV!!!F RO
_r b- 1 St
-Y4- POTSta.12+73.02-1 !2+ .11
£Xisr
Tau T-w % TIE T07
...__...__._._ _?-_ _... .. 1 kL -
- - -- - - -Y5- RAY ROAD N/F
C 1 ?t I AUTUMN CHASE
?. CONDOMINIUMS
1 W
). (p x
W:
?nLb
N/F
BILBRO, CAROL ANN W N/F 1F
10
& ROBERT H STANLEY.EVELYN B 0
' REMOVAL OF EXISTING ASPHALT
' -YS- POTSta.I4+49SB

O
a
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REVISIONS ::.-: <.., ...

"-Horn
-Y3- -L- and AssWates, Inc.
S 16tt84T! PI S1o 12+2188 P1 to 19+5456 P1 Sto 25+6651

= 8'04' 06,2' (LT) A= 161(7149 fLT!
A= 4f'30 56.5 (RT)
A= 38'55'30-T(LT) P.O. BOX 33068

D - 957'52f-- D = J 28' 13.4
D = T 50' 555'
D = 7W 555' UGH, N.C. =763"0"
L 8097' 19187' L = 529.77' L = 49594
c , T = 4055' T ?
'
' T = 27693' T = 25791

m R =
,575.00
R = 605.00' R = 730DO'
- R = 730170'
\ RO = EXISTING RO = EXISTING ??o = 144D9 RO = 14400
SE = SEE PLANS SE = SEE PLANS
DS = 40 MPH DS = 40 MPH 55k? = 0.04 SE = 0D4
DSI= 45 MPH DS = 45 MPH

' °' \ 8 N ti
,
ry p 8
N

/ OUTLET PROTECTION
SEE DETAIL 8
CL rRIP RAP
\ -L- SAC
STA = 21+28.45 N g+
N

i / EST 15 TONS
EST 35 Sr FF EL = 299.19
°-EST T>0 SY PSRM \

\ - PTSto.22+07.00

T
C Y Of R H --?FER
?? -
-- -??--
23-1-08
54
-L- to

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/ ? OUTLET PROTECTION .
.
- ----

43 .. CLASS 'B'RIPRAP
EST 3
EST rOrFF

?

K7 OUT117P

E DET
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8
I

----
- E
A
L
CL 'r RIP RAP --
-Y3- POTSto. 10+00.00 EST45 TONS
-L- PGCSto, 17+67.50

1

° EST 35 SY Ff
ST 60'Sf" PSAN
E
105
2Z 25D'
N1O YR FLOOD oEPS i LLARDS (SEE
.. ..
? -?5i RIM- •,f..g,' yRLr- \\ % RE RLANO
/ ??

v
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RcP

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OEP3
P
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W WETLAND ' -
5•
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'Ir
PROJECT IEP9BKE NO. SHEET No.
CIP NO. RAC-28 5
SEAL
20 0
.?T 401 uNcot?Ler¢ ?>,?Ns
Y 0 ?. ?.
PRBLIMQiAILY PLANS
N
?0? 30
D1
n
2
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oral x 6mn -1A L+ 1 J 1 - ,-
371308' -Z.S- a031;0N 133HS 33S i
371j06fd -7- aO.J 670?133HS 33S
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r
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N0IlOn615#00 ON3 ti AM M 183808 9 A ONVNV'INVMBVN
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N0110310dd J-77-UV 31111) ONr Bfrn7 F?
ONUSIX3 01 311 .6 OAa.(S nfOr
-??---?J aA-o?
/ 51L+91 ' WSJd /- -
\-- -?? ?J / HdlT?b = SO
?0 I J IA- '0'0 = 35
C-9 b +6 OH
J3S6fl DJSaOd -1,1- 0F1 = AJ
0900+ JS?lOd -7- H0131Va dog ADO 1F609 = 1
3/N S,OSl ?,O
ONIISIX3 Ol 311 (1N ZFJb =Q,
96'b6Z = l3 SfOF+O!'DJS10d -7 95bS+61 DJSld`
91'1?V5 lV1S NOr10l1M1SN00 #193 .?
NdW Of = SO H&M SZ = SO
r I Q SNYld 33S = 3S/ ONIISIX3 = 3S OM = 3S
l \. - 9NI1SIX3 - JN11S1X3 = 0!! OOZE = OM
+ + + \ AYTSLZ = ,00'09L2 = b ( DO SB! _ !1
? d0 Ala 1 fb'f8! 1 1696 = 1` SILO/ = 1
P S g 1 HOI3lVa
` £SfZf - 7 klf6l = 7 i 6rr6l = 7
?00 9 a30d'1 NIAaVYI 0/0 J/N b'SODSDZ
?J oallJiN loo \ \?- 0 96F.F0 2 = O' Sbl BSDf = O
Ud) S9Z kZ L9/ 0 (17).9'bf ,65 f =? (11)L 9O,LZD9 =4
r5 If DJSId 9666+51 DJS S8f9+11 DJSId
a'DJ ?Iy?r
a90"C9LZ'7'N'W-IFJM _.. \ \ \ b3 '
890CE X0A.Q.d?
r
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REVISIONS PROJECT REFERENCE No. snEti Ho.
- C/P NO. R4L-26 4
?...,\, ` .. -:..?. .. .., _, _. ",'` .._..- ?-? SEAL
Ku?ey-HOm 20 0 40 COMPLETE PLANS
and Associates, Inc. ? PaeLUUNAaT WRNS
P.O. BOX 330"
r ?Ff? ^"?.•\?pi,. - RALEIGH, N.C. 27636068
-Y/- POT
PI Sfa l1+53B5 StD 15+9995 P! Sta 11+ B!
\
\ [`
A= 60'2T06TlLTI ?= 359'346(LT) p24' 286(RT) \ N/F
CRIt
D = 30'56'145' D = 203'396 D 20'50'05.4 NC LLCC C
L = 195/9' L = 19374 L ; 32353' ` N/F, C/0 MARVIN POER & CO dl
T = 10778' IT = 969r T183.43' ` \CITNOF RALEIGH `, \ • g g g g
R = 1850.7 lR = 2T80.00 275OD I V?` ?? Q *?? 4
RO = 72.07 RO = EXISTING0 = EXISTING
SE = RC SE = EXISTING SE = SEE PLANS $
DS = 25 MPH DS = 30 MPH ?? /
BEGIN CONSTRUCTION L SAG
PISto 19+5456 / - LTE = 15+27.18
-L- POTSto. 10+
IA _4r3z565RT] N/F I\ ?i TIE TO EXISTING0J5 = 294.98
0 T50'555
L = 529J?' I CITY OF RALEIGH
L- POTStD.10+0000
R = 736,90' - 13+69
IRO = 144 -YI- OCSto.58
ss A= 9459585''
- MPH -Yl- t l '- ?? / % . 5vB6FFER
DS 4
- ?
k T ??/ Pc5fa +77
a°'mE??---?
TIE TO EXISTING
/
/ ! +>H r,? p . / . W.ll05 ',IaT!NG B` CURB AND GIITTE -
Sl" OUTLET PROTECTION
SEE DETAIL 8
Sfo IO
CL T RIP RAP
EST 15 15 TONS
N/F EsSTI 50 SY PSRm
LANTON,VESTER GUY, JR r 2 / I L-'PTSta 2+5126
& CAROLE RAYE BLANTON - ? C ECe' BY B CITY OF RALEIGH
YI- PT t ! -
s ` tJR O PAF'
HAU IN??( h\ ?' X50 u TURN STORAGE 1120, LT TURN TAPER Tod;
BRA ,
C I r POTS>ft = 3 y ?
+06DO FN
ST
© 2 ?
-YI- t .17+4?
/ c J ,
c BG3?396 N/F ?FF?_ '-
RE7? C use,-a ?' , ... * CITY OF RALEIGH Lq
?,• , ?/ /J s sl a pp 2 e Irx7'RC6C o DEraL°SSRECr ze pATN
?/ -L- POTSta.13+52M
?? ' /cZy 1 = SZ oEP3? m LTI Lu
/ F I - .0 't -_ F/ F? __ F F..
/ - GRa J5O. ro
eye ? ,,/ , ; \ ? C9 - 'X X
CB6 .
y "
TIE-TO EXISTING W - -- - , o = - - .::-! -- }
,l000RB AND GUTTER REMOVE EXISTING C8 _ ,"`_?'- _ v+a = - -- rt---•- - -a - - -
--- - \
AND 1SRCP\
y
f, -
' ? ?'? i f -? _... -
,.; ..-. ..:_ - 175
ER15T R/M per. -. U) _ y N 47 09',3OB'W ?' - IF
` a
15 aD P ,.... a i -CB5 C - -1 J
R? i\ 54
,- t -- I
Ty REP
COT rrEX67 R/_._?--- f= __ `J
..OUTLET PROTECTION 138 ?F F ' _ ?-
w LT
SEE DETAIL B'R ROPE r? - Z
t ., CL TRIP RAP - -i \
EST 15 TANS ?' L \
EST 35sSY, FF
£sr so sx Pseu TIE ro awsrlxc? ?-Y - \ c 2 8=
4 ER V "
?SAG 2 'CURB v R•ru
10+84.04 O/ UST EXISTINGc
STA
: 292.61 /F sEO; LATERAL eas£ DITCH
EL'
?/' ?? SEE NAIL <
N/F FOSTER, GARY R TO
YINSON, THOMAS F xsrlNC / N/F
& THERESA M N/FIG wAIx BILBRO, ROBERT H
N/F TIE TD Ex6TING
'CHANDLER,ERNEST T JR CURB AND cm ER ` 4, r O TRUSTEE
&AJAYAI.KIRPALOANI / & ROBERT W- GADDY - SEND CONSTRUCTION
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DWQ# O 1 l Date Who Reviewed: m)"A L
Plan Detail Incomplete • •
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
(? 32 ;L of compensatory , mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
UNITED SLATES POSTAL rs - lass Mail
r "96M
Age &-Fees Paid
Permit No. 0-10
FO-Sender: Plea a print your name, address, and ZIP+4 In this box'
NC DBNR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
i
2
and 3. Also complete
¦ Complete Items 1 A. SI rte
,
,
Item 4 if Restricted Delivery Is desired. ,
¦ Print your name and address on the reverse ?
so that we can return the card to you.
¦ Attach this card to the back of the maiipiece, B. Recel ed by (Printed Nam
*P, cats
or on the front if space permits +'
. l r T
D. Is dell rom Rem I
ery address l
1. Article Addressed to: If YES 0
enter deliv address below:
1
MAP ? 4%
City of Raleigh
Post Office Box 590

NC 27602
Raleigh 3. Servl Type ..
,
DW Q# 04-0299 - Wake V2Se
? R; led Mail 13 Express Mail
latered WI Return Receipt for M
? Ins' red Mail C.O.D.
4. Restri Delivery? (Extra Fee) ?
2, Article Number 7002 2410 0003 0275 4643
(rrensfer from service faben

1
Ps For, 3811, August 2001 Domestic Return Receipt, 1025
Delive
SRI,4'i,
UNITED STATES POSTAL SEr ti 1 {<''., ' •" "???E ' fF61Ai lulhit
Po toe 8, fees P_aid
.LISPS
` Permit No, G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?, I??{,{li??N?I{,t{{,.,?{?tl?,???„??ttnt„?ii?tl?t??t??t??
i Complete Items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
0 Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
City of Raleigh
Post Office Box 590
Raleigh, NC 27602
DW Q# 04-0299 - Wake
2. Art
(771
A.ISignat
X /'c C 13 Ac
? l7 Ac
B. (Re elved by (PAnte ame) C Date of
D. Is delivery edCess'differenff ' It, 1'1?' ? Ye
If YES, enter delivery address [9011 1, ? Ni
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i
3. Service Typo t
ACertified Mal ess Mail
? Registered Return Receipt for Men
? Insured Mail ? C.O.D.
? Yi
_ --s
PROJECT REFERENCE N0. SHEET N0.
CIP N0. 14AL-28 1
THE I ~ CE11tTRAL E11t GRAPHIC SCALE n~coa~~~ Pt.~xs 0o xar oas rat siw ewula~r
Px~Ln?~titY Pr.~xs
co xar oea ?on oaarauc~
~ PROJECT LOCATION
Ralei h Wake Coun C 9 , ty, N
,
20 0 40 ti , ~ ~
n ~
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~i °
LE ESVI LLE ROAD WI a I ~ ~ f I ' ~ i r ra ~ lar \m
E D ~ ~ ove m t P ROJ E T C
20 0 40 m' stmill Ct. ~ w odsy r
~ FROM MILLBROOK ROAD I r-- ~
S I i Hin S ec us on
PROFILE (HORIZONTAL) CITY PROJECT N 2 0 4 N~ N R ~ • orou h dk~nsb 'r • L, n r
Ra, ~ 9 m F $ o
m 0,. _ ~ ~ Irhaven C . ~m •r
m ~ Old Colony v °
m RD ~ ~ ° m ° ~ o A'~ ~
PROFILE (VERTICAL) a s R R Ra. rch v° e~o
q'~ of RA<Fi CF Rq , G~ aD /Q. 1 O Y N
o~ Q9 ~C Sh ~ ~ Chowofq m
S Ct. m ~ ~ 0 9 Ct ro m = O y Jeffreys
~ 6 ~ Grove Elem.
P m ~ o ° ~ Sch. P Fm ~r ~ 0 m ° W
9ry~ a~~? Q~' ; Cartwrigh W
h m ~ r. 3 ~ V ° Monticell
0 0 ~ Windco e Dr. PI
/ nd
st. R
DESIGN DATA a~~e ~ rroo V a~~ I ~,o° ne Ct. 2
I pie u ~ ~ ~ sm~ ~ m
ADT 2005 = 14,200 VPD ~ ~ ~ _ °o ~e
~ ro m ~ m ~ ~
ADT 2025 = 19,000 VPD G a•
S ~ °
~ BEGI P o ROJECT ~k ~~s ~ ~
DHV = 9% Ra ~g~
a S rods ~c 5r°Q~~
D = 60%
T = 5% LENGTH OF ROWAY AY = - - W 4849.07 LF OFF SITE QETOUR ROUTE
LENGTH OF SIDEWALK IEWALK = 4849.07 lF
V = 45 mph LENGTH OF UTILITIES = ILITIES = 4849.07 LF ~
0 °
• (TTST 3% + DUAL 2%)
0
IPRELIMINA RY
PLAN F S R 0 R EVIEW l__
BEGIN CONSTRUCTION END CONSTRUCTION BEGIN CONSTRUCTION
-L- STA 10+30.15 -L- STA 50 + 85.93 -L- STA 51 +46.71
PLANS PREPARED FOR
THE CITY OF RALEIGA BY: END CONSTRUCTION
-L- STA 59 +40.00
~ Kimley-Horn
? ~ and Associates, Inc. ~ ^~HAR_E~~SI~~pE C 5 ~N 0
, ~ ti
~ cO ,zoos N,REEK ~ ~
b Pad O(Rte Box 33068 f h -L ~ y
Raleigh, NorTh Carolina 27696 ' ~
~I,E _ 5VI -L EE
~ ~ a2z ro I- 1 LEESVILLE 540 SR RD
SR 1812
lF~T ~
SURVEYS PROVIDED BY: ~ _ %i
MA Engineering, Inc. 2@11'X7' RCBC D O ~
I OC N
GEOTECHNICAL INVESTIGATIONS BY: O,~ b Q W ~A GD ~ } r- € ,
Tierra, Inc. ~ ~ I I 24 X9
~ ~ - BOTTOMLESS ~ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH y { ` CITY OF RALEIGH AND STRUCTURE NCDOT STANDARDS AND
r SPECIFICATIONS WHERE APPLICABLE j[
Q~ ~i~ ,~Q F fl f
{fj {f
~ G~~ ~ f 1
J. RUSSELL ALLEN
~ CITY MANAGER
0

PROIER REFERENCE NO. SHEEP NO.
ClP N0. RAL-28 /-B
~~~~~~1~
*S.U.E = SUBSURFACE UTILITY ENGINEER ~][~][~][~I~T ~]F INCO)tPL6T& PLANS
n Nor ws ~a v~ scwsrox
P11ELiMR~IARY PLANS
CONVENTIO Edge of Pavement MINOR Re NAL SYMBOLS BUILDINGS OTHER CULTURE
ROADS RELATED ITEMS
Recorded Water Line Buildings -w-w-
Curb - - - - - . Head & End Wall cor+~w~ D Prop. Slope Stakes Cut Pi e Culvert Sa Designated Water Line (S.U.E.*) w--w-- Foundations
p
~^J Sanitary Sewer - ss-ss- Area Outline
Prop. Slope Stakes Fill F Footbridge-------------------------------------------------------- Re
Recorded Sanitary Sewer Force Main mss-FSS- Gate ~
~ Prop. Woven Wire Fence Designated Sanitary Sewer Force Main(S.U.E.*)_ Fss-FSS - Gas Pump Vent or USG Tank Cap o
Drainage Boxes------------------------------------------------ ~ cs D Prop. Chain Link Fence -e--~- paved Ditch Gutter Recorded Gas Line Church
Re Prop. Barbed Wire Fence D
Designated Gas Line (S.U.E.*) School
Prop. Wheelchair Ramp ~ UTILITIES
Storm Sewer-- - Park -s-s-
Exist. Guardrail F~cist. Pole ~ St ~ ~ _ Re Pro Guardrail ~ Exist. Power Pole +
Recorded Power Line ~-a- Cemetery----------------- ~ t J
P• D Equality Symbol ~ Prop. Power Pole b Re Designated Power Line (S.U.E.*) Dam
Recorded Telephone Cable T-T- Sag" -
-
Pavement Removal ~ Exist. Telephone Pole ~ D Prop. Telephone Pole ~ Desi Hated Tele hone Cable S.U.E.* --r- r- - Well
9 P ~ ) -
Re RIGHT OF WAY Exist. Joint Use Pole ~ D Baseline Control Point ~ Prop. Joint Use Pole ~ U Existing Right of Way Marker Q Telephone Pedestal D Re Recorded USG Telephone Conduit -rc-rc- Small Mine .X,
Designated lLG Telephone Conduit(S.U.E.*) __rc--rc-- Swimming Pool........__ ~
Unknown Utility (S.U.E.*) -~,n~~T~- TOPOGRAPHY
Recorded Television Cable -rv-,v- Loose Surface
Exist. Right of Way Line w/Marker Cable N Pedestal ?c D Designated Television Cable (S.U.E.*) __N__T„__ Hard Surface
Prop. Right of Way Line with Proposed H Brant Y -0 Re RrW Marker (Iron Pin & Cap) T Satellite Dish
Recorded Fiber Optics Cable -FO-FO- Change in Road Surface
y D Prop. Right of Way Line with Proposed Exist. Water Valve ~ Exi Designated Fiber Optics Cable (S.U.E.*~ __FO--FO-
Curb
Exist. Water Meter 0
(Concrete or Granite) R1W Marker Sewer Clean Out O lL Exist. Control of Access Line ~ A~,__ Power Manhole ~ Ab lLG Test Hole (S.U.E.') Right of Way Symbol R~yy
~ Guard Post
Abandoned According to USG Record ~rn,n
Prop. Control of Access Line _ Telephone Booth ~ En Exist. Easement Line ---~-e---- Water Manhole - ~ Pored Walk End of Information E~
Bridge
BOUNDARIES f~ PROPERTIES .Box Culvert or Tunnel
Prop. Temp. Construction Easement Line E Li ht Pole ~f St 9 -
State Line. Ferry
Prop. Temp. Drainage Easement Line T~ H-Frame Pole C Prop. Perm. Drainage Easement Line ~E Power Line Tower ~ To HYDROLOGY Pole with Base o Ci a Stream or Body of Water _ Gas Valve ~ Re y Gas Meter o Pr Flow Arrow
County Line Culvert
Township Line - Footbridge
City Line Trail, Footpath _
Reservation Line
Light House
Property Line
Telephone Manhole T
Disappearing Stream--------------------------------------- ~ - O Pr ~ ~ Spring ~ ~ Power Transformer 8 Foc Swamp--Marsh " Pr Sanitary Sewer Manhole ~ Property dine Symbol VEGETATl011t Single Tree 4~
F~cist. Iron Pin E~ Single Shrub a
Property Corner +
Hedge V,
Shoreline - Storm Sewer Manhole OO Pr Falls, Rapids - - - Tank; Water, Gas, Oil Q Pr . Property Monument - ~tw
Woods Line -
Property Number X23 Orchard f3€3f~€~f3Q
Prop Lateral, Tail, Head Ditches ~ Water Tank With Legs ~ Pa ~ Traffic Signal Junction Box ps Fe STRUCTURES Parcel Number O
Vineyard ~ - - L VINEYARD J
Fence Line -x-x-x- ~I~~~S
WW & ISBW
MAJOR Fiber Optic Splice Box ?p Exi Existing Wetland Boundaries --WLe-- Standard Gauge---------------------------------------------- $
Television or Radio Tower a~
Bridge, Tunnel, or Box Culvert coNC ~ Pr C - - ] Utility Power Line Connects to Traffic Proposed Wetland Boundaries wee RR Si Hal Mile ost o
9 P
Bridge Wing Wall, Head Wall Exi Existing Endangered Animal Boundaries_________ Eas-- Switch u
~ Signal Lines Cut Into the Pavement
and End Wall ~coNC ww~ Exi
Existing Endangered Plant Boundaries _-EPe--
0
~~a ov~sis~

PROJER REFERENCE NO. SHEEP NO.
REVISIONS ? = ? ClP N0. RAL-28 2~
seu
Kimley-Horn IN~~L~
and Associates, Inc. Nor ro scacE ""°"'n"
PRELiSIIPIARY PLANS xor as Aa menaces,
P.O. BOX 33068
RALEIGH, N.C. 27636 068
DETAIL
PREFORMED SCOUR HOLE
( Not to Scale)
PLAN VIEW
DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 B +i eP w~+h ~riatur°aidround
BERM 'V' DITCH SPECIAL LATERAL 'V' DITCH STANDARD 'V' DITCH WALL V DITCH Pipe or Ditch 9
O (Not to Scale) (Not to Scale) f Not to Scale) b (Not to Scale) Outlet
ural
I'/Ft. 2Y p 2~ Ground p A
Natural
2Y p Z~ Ground Ftll F/ ~ ~ Natural NOt ~ Natural ~I Z d J
RDWY ~ Slope ~~`~eh D 2\ Ground Ground 2~ p ,Z\ Ground Q flter Fabric
rii
Min. D = Ft. I Min. D = I Ft RD .t RDwY ~3 Min. D = I Ft Square Preformed
d = I Ft Scour Hole (PSH)
b = Ft. I Min. D = I Ft _L- STA 24+10 TO 25+50 (RT) -L- STA 22+25 TO 22+50 (RT) -L- STA 22+60 TO 23+00 (RT) -L- STA 25+50 TO 26+60 (RT) b = I Ft (Rfp Rap in 21
basin not shown
-L- STA 22+50 TO 22+75 (RT) -L- STA 23+00 TO 24+00 (RT) -L- STA 27+50 TO 28+00 (RT) Type of Liner =CLASS 'B' RIPRAP for clarity) e t e o g 5.0'
-L- STA 23+85 TO 24+10 (RT) -L- STA 48+85 TO 50+00 (RT) -L-
-L- STA 29+50 TO 31+12 (RT) p 2_0'
-L- STA 24+10 TO 24+35 (RT) -L- STA 31+~2 TO 32+55 (RT) 17, yy 4_0'
-L- STA 27+30 TO 27+50 (RT) -L- STA 45+25 TO 47+00 (RT) d 0_5'
-L- STA 27+50 TO 27+75 (RT) SECTION A-A
-L- STA 35+35 TO 35+g0 (RT) Fi~~s/ Pipe or Ditch
o Outlet pSRM
D (I.0' miN d Natural
DETAIL 6 DETAIL 7 DETAIL 8 DETAIL 9 Ground
TAIL BASE DITCH TOE PROTECTION TOE PROTECTION Liner: Class ~ Rip Rap- I.0' TO N~PROTSCOeION thick with Fliter Fabric B tuck
f Not to Scale) (Not to Scale) 2' ~ (Not to Scale)
t I Natu Fill Natural 2~ Fill
Ground ~ D ,Z\ Ground Natural I Slope SIo Ground Natural Ground d Slope Natural ~~h~eS 2\ Slope
Ground d -L- STA 11+79 (LT)
Mfn. D = 3 Ft. Ground
B = 2 Ft. d F~~ter -L- STA !5+27 (LT)
Base Tapers From InstallCloss B Rfp Rap d =3.OFt. d = I.0 Ft. Fabr?c -L- STA 20+25 (LT)
2' To 0' At Dltch Outlet to top of ftUslope -L- STA 24+05 (LT)
-L- STA 29+62 (LT)
-L- STA 36+08 (LT) -YS- STA 10+81 TO 12+00 (RT) Type of Liner =CLASS 'I' RIP RAP RIP RAP Type of Liner = Ciass B Rip Rap -L- STA 31+42 (LT)
-L- STA 38+00 TO 39+50 (RT) -L- STA 49+00 TO 50+25 (LT) -L- STA 35+01 !LT) (RT) -L- STA 36+g3 (LT)
DETAIL 10
DETAIL OF RIP-RAPPED DITCH ENERGY DISSIPATOR BASIN
4.0 8.0 S A R
DETAIL II IS APRO
SPECIAL CUT DITCH NATUtAL~GROIUND PIPE
f Not to Scale) Front
i NATURAL ~ . a~ I.0 ,Za\
Natural A~~~'~0~ Slope GR0~10~
Ground p Flo 2.0
a d Min. D = 2.0 Ft
Filter Fabric Max. d = I.5 Ft 2.0
CLASS I RIPRAP FILTER FABRIC
Type of Liner = Class B Rfp Rap
PROFILE
NOT TO SCALE
-L- STA 52+30 TO 59+40 (LT)
~ ~ -L- STA 52+05 TO 59+40 (RT)
q0 NOT ALL RIP RAP SHOwN O
6~
0
Z I PIPE DIAMETER
CLASS I RIP RAP
~ 3 ~0
DISSIPATOR
DETAIL 12 cNot +o s~aie~ APRON POOL ~ PIPE
TEMPORARY DIVERSION DITCH DETAIL
~ COMPACTED SOIL
3
Zt\ OR ~jeN~OPE
2+~ -F~/ /
2s~ fR~j
6'
z~~~d
~~(~J 2~ 2~ 3~ PLAN VIEW
h See Erosion Control rar ro scwe -L- STA 23+00 (LT)
o CROSS SECTIONAL VIEW Plans For locations -L- STA 41+90 (LT)

. , wt ~ REVISIONS PROJECT REFERENCE N0. SHEET N0. , .
ss.. I y ;s, 171 _ f ~ ~ CIP N0. RAL-28 4
i~'a+ 4, j ~ - : , SEAL
z~? 3: ;r"~~, `..Z..,"3'`. ~k{a ~1. ip:"~i~ ?~;z i, E''~ t ,w y ~e„~Y }hAt t J s
v.
E W. r o Kimle -Horn
` ` ~ 1 , , r y 20 0 40 INCOMPLETE PLANS
, 1 e I ~ - and ~ssaciates m ~ ~ ~ a,. P. no
PRELIMIN ~ 3~.~ ~ ~ e ~ r ARY PLANS ~ n r : A P:`` ~5 . ` no rmr oes ~ oonantuc~atr
1 ,p~ \ h~ j i. ;i ei s~ ~ 1~ : ~ 3 ~ ~ ~ ~ ~~~'u= ~ ~ , ~ : s~ , ~ ~ f ~ < ; ~ `r;~~, P.O. BOX 33068 ~ r ~ " t ~e y ~t a ~ fl
k : r F ~ ~ , t = - ~ ~ : " ~x Z. ; ~z ~°r 4 RALEIGH ~ N.C.27636~Ob8 ;
1 ~ 'q~S ~ iI \ A < ~
r. ' ~`y - - F Y t .
~,(t,r ,L y~4
, ~o ~ f ~ }~x ~d? , , ~r ~iG~.'
PI Sto ll+fi3.85 Sta l5+9996 PI St ll +9861 ~ ~ ! ~ °y /fir .L
- T fLT1 = 59'34,6'lLT1 ,1 24'28,6"fRTI `t ~ - 0- 60'2 067 3' fil' b {
D = 30'58' 14.5 + D =2'03 396' D ~ 20'50' 05.4' ~ `i ~ 9
L =195.19' 1, L =193.74' L ~ 32353 ~ ,
T IOT,78' , T - 969r T - 183.43 4 ~ 1 ,,4k h, ~t +
R - 185x00' R - 2,T80A0' R 275.00' - i=,\ ~ ~1
RO = T2r0~0' RO -EXISTING RO - EX/STING \ ` ~Q, ~ ~ i
SE = RC SE =EXISTING ,'SE =SEE PLANS _ _ wr
- PH ~ A DS 25 >~IPH , OS 30 ~l . ~ ~
i ~ ` ' t ~ BEGIN CONSTRUCTION:{., ~ ~ -L - SAG RUCTION ~ ti~~~~• ~ ~ ° , ~ ~ TA = 15+27.18
PI Sto 19+5456 ~ ~ i Tt + t~, ~ L PO S o.10 30.15 a . r 0 30.15 , ; ~ . -
= 4x32'56.5 fRTJ , l ..w.-~..-- ~ ~ ~ \ TIE TO EXISTING - -~u.. EL - 294.98 r ~ ~ P t i
D~"~= x50'555, ~ ~ M - i
L = 529.37 f _ ^':ir i s w
-L POTSto.l0+00r00 ~ ~r T -27693 , 4~. . ~ , - _ t li ~ 3 Y , Q
_ 1 -YI- Sto.13+6958 .kF \ n r - ,..v r -
D= 94'59' V` - 1 585 ~~v RO - 144r00`~ a , r~ ~ , ,F ~ . k ,
r~: . SE = OA4 -YI - t l ti ~ A f,
_ ~ ~~yy~~ _ ~ , T _ ~ ~as ,z
, ~;v - - _ ~ _ t I tlT
. ez \ , FLOOD n,.. - ~ ~ } ~ ~ 100 YR _ _
,,Y 1 1 _ t Y r~ ~ ~ . . _ ~ ~ ~ . ~ ~ : x;~ ~ TIE TO EXL , IN : .
E - ~ r .F ,,A}~JtJST E,~lS7`1MG C~° CURB" AN1~ ` ~'R`" = , OUTLET PROTECTI N
~ ~ - ~ ~ f i Rt'1 ~ z _ . -L- ..Sta. 1O n E z
T~ , , . m _ ~ ~ v u::- _ . u?. - ° - ~ EST 15 TONS
ate- ~Q ~ ' 1' - L?? ,,.x. r,.. .E - t;.r xsA..y Esc EST 30
. ~ j c i - P! = s _
5 _ - t r / ,:r^+ - i / - ~ J L Sta. l2 51 r
- - 3 - _ -
~ a -YI - PT t ~ ;F~. w / ~ / ~R C ~ r _ Q ~ u~ ~ _ ~ . , _ _ \ ~ SI ,
pP ~ Q / ~ T ~ / ~ II . s , PI ~ ~ 1 ,
R L~ w / ~ :a.:., ~~w,~ f.; 450'LT TURN ~ STORAGE x., 120' LT TURN TAPER (10~1k... _
. ice.-. ~ ~ 12~ _ ~ c _ _ ~ ~ `C ~ ~
w -YI - t IT c~ c ` 2 { - -Y2- POTSta. lOfO0A0 o ~ .v,, ~ 1 ~ ~ ~ ~ _ ~
5' P t. - - - ~ ~ ~ _
: ' ~ Rte' ~ . _ 0 39' 39.6' _ R ~ A
~e 3: ~ ~ 1l'xT' ~ _ RCBC _ .a ~ L POT t m ~
, i. - Sta.13 52x00 0
/ ~ 4 . ~ ~ ,d,, 4 `Q ~ _ ~ 0 5r h~ ~
ti ~.F PUS' E PUE PUE - o- W ~y ~ ~ PUE PUE- - ~ m PUE P PU PUE PUE PUE
r . , ~ ~ - - - R0~ ~,4~--- ~ • ~
~ ~ . ~ ~ err l ~ ~ . , _ w~: _ _ ~ .
' - s,. _ ~ i . ~ _ A j CAT-I _ GRAU 350 ~ O 5 CB
r. f by ! ~ : - _ ~ S . ~z~ r
y ~ . ' to ,r , _ ~ ;sit _ _ . ~ ~ 2'-6' CBrG W , . _ 18 17 _ _
~ - ~ / TIE TO EXISTING REMOVE EXISTING CB" " y - _ , _
,..y- - /'R CURB AND GUTTER AND !5'RCP . ~ O _ . 2 ~r ~ _L _ ~ ~ . Q
- 'i r ~ t ~ J - 1 . ~
~ ~ / IY "may ~{jxx! m . . ~ h ~ ~ _
~ 2' R iV _ _.m. _ .
~ n r , o
1 , 3 ~ ,r. T! TD XISTIN6 r K ~ 1 ~:4: a B GUTTER ~ ~ ` ~ 5 - - / ~ 16 15 13' v - - ti ~ P
C ~ . C ~ ~ -
. ~ L' ~ 't. s° XI's ~i'~P ?l < ~1~+ , t Z ~ u. i ` . . _ , n .LL . - , C~4T-1 ~ r.,._,~~__-.,__M~' ~
_ ~ _ _F_ C r F ~ ,.u.
/ F.. _ ~ ti~.. OUTEFT PROT~Crlpllf .e.v, , ~1 _ ~ - -SEE' A! ~ _ F ~I M - ~ l ~ 135 F ~ . ,
- r . ~9: . : . ; } - ,
~ k~ ~ ~ _ - CL ~r RIP RAP r ~ ; e , g r ~ ~ ` ~ ~ ' . , 0 l _ ~ ~ 0 ..y \ ~ a
K ' EST 30 SY FF a: ~ • ' w \ t~ ~ - r of , Q ,
I EST 45 5'Y pSRN fl.~ ~ TIE' 7 :tea \ \ ~ - TIE TQ E ISTING TDE QE D ~ „ t ,
r ' 'mil ~ :r - - I~UIRB: AN : GUTTER ~ ; , -
L SAG . _ ~ .
~ - STA - 10+84.04 ~~ti ~ - y _ ~ EL = = 292.61 ~ ~ UST EXISTING C ~ °p z ~ TO 1' POSED GRADE ~ H`" .3 .
I N!E F-O~ GA~t ' - _ . _ ~ ~ f .
} 5 - - ~ ; ; _ F. e: _
y ' 1 & THE~f$A NCI` r--_ ~l;' ,l EXISTING r^"''' ..:~f ~ ` . _ . SID~1'ALX ~ a~ -
, TlE TO EXISTING ~ , T ~ a~~ k,.
~ ; NARWANI. A~AD f _ z, z (~IRB AND GUTT ` ~'`x r i . ~ ~ ; j! ~
~ & JAVA . 1~A ' LAN{ ~ - t.- t _ . ~ ENU NSTRUCTION
_ ~ , 5 ~ ~ ~ , ~ , ~ . , ; YC - P0C Sta 1Of85~OO ~ ~
C , . ~v ~ 1 ~ ~ ~
- -r:- ~ t ~ . ; ,
-..a . N ~ , , F r . 3A
tp '~v xy,~ ~ cam, ~ C ~ _ ~ t ~ ~
I ~ ~ ~ . , 'I, cc r a~.~ ~ tixF+t;"~ C . ~ SAS SEN"ER . "~r;~ c~ ` - r ;Y u ~ ~ ~ - , ~--~L.~ _ ~ •ti f`" ~ ~ I ,
A.Nt A Y ~1. s- 303.63 R!yi= RiA~ ~.T8 , ~ S R SEtYt. A.;~1 3c~€~.~4 xi 1 RiA 293 '3i , ; ~ RAFFIC f DIAG ~ ~ ' - ~ ~ ~ . RAM { _ - 4 ,
T , <tvv IN- , , 4N4 ?89.7a fN it ' V^P~ ~ , 1 + ~ _ M 289.14 ~ _ " ~ , ~ ^a,A '3~ n ~ ~ , ^ ,K if 1\~ - ,
o r.w4 ~ r ,ti c24 Y,. . OU 4 ~ 1 u, c~ ~3 ~ . 2002 ADT _ ,
~NR ~ , . , 2025 ADT 20800 `~R. 'j 31000 _ 3
{ J.~ , . _ ~ ~ ~ _i _ ~ _ ~ I
4~.+ARY J~~~... :3~t~i'~rt~r .w ~ =1~. r- h - ~ iMf _ , o ~ ~ ~s~ , , uS~rZ SN.NlTAR'f SE>~~~s ~EyV~R W k ~ p~ ~ ~ ~ ~ r
a 28$.37 Rio#= 29~,;~ 7 ~ 1- SE c. . , , ~ 292.76 4 ~ 7 ; sJ ,N=_u79.i;'~ ~4t E~ his iNV iN= 2ai, gdY ~a IN'v 1~f- 28128 ,?T =._:~''4CF)= 283.6° ~ _ , _ ~ - . 6800 4 ~ ; ~ _
120 ':NV 4JT- {i~, ?~~M~B iNy Tc I z~ + r,~, - _ - , G~! . 28.Qn ,;~s 281~~ VCP)- 282.40 ~ ~-A~ . ~ 13500 _ _ i ~ r~R ~ ~ DV?V = 9Y. 9000 ,
282.32 C6 ~ ` ~ DIR - 60~ - - ~ I N C6-a a<~<~ ~ - ~ L ~ _ 4 : ~ TTST - 3/. r LEESVILLE RD ~ ~ ri.
_ ? ~ f r:.~ \ a=~ DUAL 2/. 1 ~ ~ +
K r ~ ~.RY SE~~~°~ _ „ ~ ;it~4TARY S ITARY SEA''. t; ~ 4 SAN;T a ~ ~ S,4 ~ ~,-aMR 1VLW
r;,, S S~ t, N 293.30 = 292,6? ~'r' ° '83.05 R1t~ c~ Riff ~ -
~ 2 2.$. 283.14 .N1 ,,y~ iN; S t
~I' INV OUT= 28 _ aT= 282.° . iNV ~ ~ _ . 20G00 ~
O 32100 - SEE SHEET N .9 FOR L- Pf~FILE
_ H - - ~1 SEE S EET N0. I FOR Y2 PROFILE 1LL.BROOK ROAn
-Y - T' -Y- Tt It

f aJh~~ie >
-77
I
i i

REVISIONS _ , . , PROJECT REFERENCE N0. SHEET N0. - c:,
s ~ . , 1 , ~ - ~ CIP N0. RAL-28 5
~i`f ,w 4 i r a~~'. ~ i '1 :r,r ~~4„~i i ,a`i ~u6:.. _ .i'~.. " ~t~"}::._~g~n.._ }„i rl h r:d, SEAL
k,.., ih„ tl 'd}2 E' ti} ,~1 r~ J, qty `x i3.1 q~ tn~

r, Kimle -Horn
-L- ' -Y3- Y 20 ~ 40 INCOMPLETE PLANS
_ and ~ciates In , m ~ R'" ,c PRELIMINARY PLANS
`API Sto 1084.71 P! Sto !2+21,88 Pl Sto /9+54,56 PI Sto 25+66.5! ~o~o~~
- r T1 = i r r4 r r - "rRT - ' 8'04' 062" L 0 8' 0' .9" L 1 ~ - 4P 32'56.5 1 p - 38' 55 30.9" fLT1 P.O. BOX 33068
D ~ 9' 5T 52.1'....:....... D =9'28' 13.4' = T 55' _ " RALEIGH, N.C. 27b36-3068
D 50' 5 D 7'50' 555 L = `~a809T' , ....L._° 191,81' = T -
L 529.3 L - 495.94' T T .,4055 = %75' T =276.93' T = 257.9T'
`t = ~ _ _ _
R 75A0' R 605.00' R 130A0' R 730A0' + - - -
a~ RO ,EXISTING RO -EXISTING RO - 14400' RO - r44A0' H c
P = P SE _ !SEE LANS SE SEE LANS 5` = OA4 SE = Or04 ~a~. m_.~~,` f,~~" ~ = i MPH = MPH = _ N ~ ~4 R~ 0 0
: , DS .40 DS 40 DS` 45 MPH DS 45 MPH ,t ~ r'~_` 83
~ .
r ~ ~ ,t ~ ~rq if _ x
r , ~ . , .r, ~ ~ . N N
,~,s: ~ r N x
~
\ ~ r . " ti a N +
5 ~ , OUTLET PROTECTION - - L SAG - SAG ~ +
~ sEE DErat I , STA = 21+28.45 N = 21+28.45 ~
~ ~ . rr " CL 'Y RIP RAP t y_ , - I w . f ~ ~ . ~ _EST 15 TONS , . , N = 299.19
~ i E~>30
~ , , r EST ~".S}' PSI4M ' M t_
{ I a "..ry ~ ~ ~v
t yy ! -L- PTSto. 22101,00
: M.. r
r . I~ - 54'BUFF _ ER
~~r it " .'7! °r y ~tte^ '~iT, ~fi~.. , . -L- P~Sta. 4 _ - _ f ENERGY DISSIPATOR 23 . _ _ . _
p ' ~ , IN BAS (SEE DETAIL 107
r ~ . CLASS I RIP RAP
EST 15 TONS r„
_ - i, ~ - f, /Gb- YR F(,~p EST 30 SY FF
r ~ ;,o ..a.. _ _ ; x . _ rr: ; _ ..T _ w , ...0(/TLET PROTECTION
1 ) R ~ ~ - r.~.. _.~,w - E DETAIL 1. _
~ ~ . _ ` m i ~ v - " F ? . ! ~ ~ ~ i t t., - CL 'N RIP RAC .M
- Y3 POTSto. IOf00~00 - ~ ~ ~ , . _ ~j E ~.15. TONS _ -
,~w.w N lie ; ~ ~ ~ ~ EST SY' FF _ a ~ _ N ~ _ . _ m vex. - _ w., 45"~S' PSRdI.. ~ . =t.. . ! , ~ EST - _ t , , . ~w,,
~ o =1os2r 25~ F _ ~ ~~~.4 .,r m. - ...q.
~ 100 YR FLD00 ~ . m : _ ~ P c : , - t~~ j a i icy L. - ,.L.l.ah, . _ _1. FAR ~
- ~ b'~ r+~"'~ `l - .gyp - ~ ti. - ~ Jt •z
U ~~il . e-, . - P - ~ ~
P~ P,- . ~ ~ _ J. , r - ~ ~._~4 - . 8~
~ ~~I_ , f. ~r,., , P P O \ ~ 1
~ PR ~ PU ~ - _ -r - _ RCP ` F ~ ,y
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, _ ~ a w w e.,, , ~ _ - , s ~ ~ - n,..
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L~ N h ~r
PI Sto IOt86.10 PI Sto Il ~t~626 PI Sto 25+6651 P1 Sta 31+71,34 f P1 Sto 3T C
~ = 14' 30' 98~" rRT1 ~ = g 35' 55x8" rtT~ ~ = 38' 55' 30.9" rLT~o = 9O'02' 21,5" rRTJ = 1 , 1 Sto 31 11.41 , ~ 4,r sEAL u ~
~ 30' 4' I D = 19' 05' 54.9' D = 5 43'96.5' 0 =7'50' 555" D = r 50' 555" - ~ 30'14' 13.9'1Lfi1 a~
D - l' 50' L = T5.99' L = 16T53' L =495.94' L = 510.14' _ 50' SS:~ ~
L 38 5 T = 3820' T = 83.96' T = 257.9T' T =265.98' ~ - 38 5 M~.~ ,F ~.w~ _ r,, Y 20 0 4 i •Horn _ ~ S - 1 ~~a ~ ~ IlJCOMPLL"1'B PLAN . . Q'J ~f~? 4 ~ , b Nor Ids pa s/w eouu~t
T 19x22' R= R=l R=1 = _ ~ antl dates I _
300.00' ,OOOA~O' 30.00' R 730.Q~1' R T 30AG R0= EXISTING RO =EXISTING RO = 144,00' _.-_---RQ,.r'749~00' - T " _ ~ PRBLII?tINARY PLANS x. wxr ~'+a~
RO - I44Q( r 177~1V r . G a, DO NOT 0~ POR OON81RIIC1i0ti ~ ,.r r i a.. ' ~ _ _ P.O. BOX 33068
SE =SEE PLANS SE - _SEE PLANS SE = OA,4-~' SE = OA4 - SE_._-.. 009 E _ 0~4 ~ _w~ ` RALEIGH N,C.2763 ~"x ~ A~ ° 6068
DS = 40 MPH DS = 40 MPH DS _,-45 MPH DS = 45 MPH " DS = 45 ~ F ER ' , 9 ~ ~ ~~~s ; w ~ , ~ '
811 F - Gr , .r' 1 } _ _ _ , ~ , . , r.

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, ~ . ; ; EST 30 SY FF . _ . _ - , r; ,.ry. , . e. , . - - - ; , ~F, ,r_- _ _ , PT t r ,EST 45 SY PSR~I .F a OUTLET PROTfC`fl01V , QUTLET PROTECTION . , ; ' ''SEE°~DETAIL I - t ~ - . , "
- ~ _ C ~ ~ , _ . t ~ L-AS~.:'$' f~lf~RAP - i~. -L $A0.. - _ s " : , CL 'I' RIP RAP
: ~ ~ . r E 5 TOKS _ i_.1 SYA = 36+81:72.. ~ s. ~ . EST I5 TbN TAIL BASE DITCH S _ ~~F~~j EST 30 SY 1'F.
_ , ~ EST B.SK fF`..'= ~ ~ Fw t . - ~ r~-° - ~ , ~s . a sEE oEral sl y '~L - 308.50
,,Q . ~ 0 ~ _ s ~,;z.. " EST 45 SY PSR~I ~ ` ~ , " OUTLET PROTECTION - .r
. (I ~ _ _ - _ . ~ ~.rt, ~ ~ , CLASS 'B' RIPRAP i` ~ ~ _ _ _ ~a Y~- POTSta X00
. , EST 16 TONS _ ~ - - ~ - ~ N ....EST 23. SY Ff.: ; T - ~ : ~ > ; ; ~ ' EST ~ TONS ' EST ~ ~ ~ 30 SY FF L . to.
{ - - A-, L v,~ rr - ~ ~ ~ , = i ".W , t~ r,1. n, _ CONERETE SNOW wP~, 0 = 23,E" i
Y4- TSt l _ ~ _ _ - ~ " F - - ~ F - M~ _ NCDO`T STD 838 !
} ~ . _ ~ -L- POCSto. 26 99.50 f, ~ ~ - w _
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- ~ ET N R~ . 1r _ 3 _ ~ - N C ~ . ~ _ P ~
o- ~ - ~ tIE _ ~ . ST 30 SY FF ~ . F ` s Q C ` , ` " EST 45 PSRM
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z ~ _ -4. ~ '4GF HEADWALL WITH ' 64 U
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f/! ~ ~ ~ ~ -Y 5 PCSto.10f8229fi .,CONTRACTOR.. T~ iLOCA~'~ ; ~ ,
kip ,5~ 1 a _ ~ /f ,vm' ; ,z.,~. ,U/G VAULT"AND AVOID
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F~ W - , ~ . N ~ ,
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~ , ~ ~ ,x ~ 2002 ADT - o ~ W , , W
2025 ADT END CONSTRUCTION -Y5- PTS~o,12t49.83 ~ ~ ~ ~ r,$7,.
i,r : POC S o 1 25A0 / ,f, a
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c fix, ~ TO STUBS o ~ ~ , 1 LEESVlL1E RD t' ~ - - i - END CONSTRUiCTION E=_~ ; ; 3 ,f* E RD
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k~
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i ~ , SEE SHEET NO. r2 FOR -Y4- P f RoF1LE F
SEE SHEET N0.1 F R - - 2 0 Y5 PROFILE
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i PROJECT REFERENCE N0. SHEET N0.
REVISIONS
-L- F CIP N0. RAL-28 7 i
PI Sto 3T+IT.41 PI Sto 48+3918 ' ~ sE~u
= 30'~4'r ~ Tl 3540' 52x6' fRT~ ~ 3.9" L
D=T50'55.5 D-55x42.4' n ~ .r i - , w~, 1
_ - _ L 38525 L 534.5T F Kimle -Horn 20 0 40 1,~ .~r_ , Y INCOMPLETE PLAN3
T = i T T = 2T6.8r 9 22' a xar ose roR siw soou~rr~aat ~Y ¢ 4 ti ~ and ~ociat In es, c.
_ _ R T30~00' R 835x00' ~ PRELIMINARY PLAN3
RO = I44r00' RO = I44r0O' m trot o~ ray oaontuc~ ~ ~ ~ ~
- ~ P.O. BOX 33068
SE = Or04 SE = OA4 r RALEIGH N.C.27636~068 ~ ~
= 4 MPH DS = 45 MPH + DS 5 'F
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. , ~ ~ AND CONSTRUCT JB~ JAH COVER
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_ _ - . BASIN (SE ~ E7ArL ED
T! I IN ~ E TO EX ST G CLASS l~t1P RAP _ ~ _ ~ 6 ~ ~ x~
; , s , , , SIDEWALK AND e . EST I$ TONS F>~ t , y
CURB AND GUTTER- EST='35 SY FF " I / s~~ / \
1 / . ~ ~ = NE'W SPILLWAY PIPE '
31Q` T TURN ,STORAGE #j'r 120' LT TARN TAPER (10J) 40' CURB 15 ROP ~ -
CLEAN-,9t1T EXISTIN~ . TAPER f ~J ~ CURB _ ~ INV IN 33854 . TAPER (20:11 _ INV IXff 337.00
N N , OUTLE`f OF I5'.RCP ~ -
- &6, 1 - CLASS 11 - - - ~ TIE T T TIE TD EXISTING I--~W ~
htr . `R1P RAP ' , t.~ - ~ ~ SIDEW 3 u. SIDEWALK AND r_-~ ~ ~ f o a
~ , ~tl - _ 'ILL AX1~ RES RFACE CURB M U F ~ - CURB AND GUTTER ~ v p9 p . ~ ~ ~
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RETAIN ` f - w .r..~ _ . _ r 1 ~ F _ - . , < ~ - Jim F
PROP R/Ir:-- GRAU ~5O _ e - _ _ . ~ ~ $ . U
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M ! RAP CL R F ~ ~ C~ Y R/P -RAP i ~ ' , ~ TOE PROTECTION . - " . ~ RETaNING wAU Q„,
TOE PROTECTION ~ ~ ` ' ~ - . , ;:SEE DETAIL 8 SEE DETWt 8 - oLE ~ , , WALL'V'D1TCH ~ _ ~
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r; Z~ J~ _ CIPN - L Yfi- 0. RAC 28 8
is t # ~'y sEAI
i" ~ k k~ Pl Sta I3+9O.59 PI Sto 48+39.18 PI Sto 54tfi3.31
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6 _ and ~s~ciates Inc. - - T - 95.33 a T - 21s~8r r - 18622'
Y PRELIMINARY PLAN3 _ _ = R = 3A00~0' ~ ~ ~ R 835A0' R 930A0'
4'+stJ~ ~ %T% n~ - - RO =EXISTING P.O. BOX 33068 RO - I44~0~0' RO - 180x00`
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f /
i ' PI Sta IE 15.61 24
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~,~f. ; ~3~;- p = S'IT' 306'
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q R~ T ~ 14,15 21000 0 0
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'rr..~, Y..... r. 1 i T~ ~ 4 j i I i ~ I t s~ i 1 I y i~ t ~ I i i,_, 1 ' ~ { ' I i. ..,,_.~....i ..._.s..,~.._.....,g...,i..._,~.,_~,.. _,,....,._s .-.,p-.; ~ i t i r 1 j~-'4"1-^?--~..__.:_.1-f ~ i ~(-t- .,k-'~'_'t'.: "t"~."'" j , : ' I I i _ - c t t+ I .~t,..is.7 f K._~.. ,,.k -r a ir---f t _ . 1 , I } ~ . ,
v ~ r i , , ! ) i i ~ " 1 - - s 1 ~ i~ ~ ! ~ t , I , s , f - ,
, t , i I ~ 1 ' r t ` ~ ! i y T t I ~ i 1 ,.~,~^}„•1.' y_... .,-1-t._}- • ~ . --i- a ..--_L._d...._ , , i + ' i 1 j' I. 1;, i. i t I I I I I i f 1 i f , I 1+3 : I i 1 i t ' i i ! ! ~ ! 1 t..~._.. '..a._, _ ! -»-,.,?r.. .~_.yy ..A i. ..p. .,i_... a .;...r..... ~ t f ~ , ,._w 1 _ : • _ . '
, < I ~ ' ~ , i PI - 19+06.00 r--~__.~-_~ _ x.00 ~ ~...,._a--?-;-=- t~i , „ I t "'~""~""A i ! , I I t ~ : f , ~ 1 ~ ~ ~ ~ ~ ~ ~ b,~ ~ m ~ _x... . . ~ ~ w € ,
d, ~ ~ 1 , ..r .:i1' I -}ry 4.--ter-i I I i ~ I I j 3 ! ' f ~ i i , , } , _ ' r : _
, , r ' _ , { i I I 1 ; ) i ( 1 " I r I I1 i - t --"-"r-5-- ---i--;~-: ' O , ~G 25 t 1 -t- , 3 v ; i t f 11,E s ! ' . _ , t . .q.,. L._.,_ ',.~.,-__._,r..-.s_...~-•----4.-i-;~-+--~-t .~.-.yr, :....4_... 1 l I 1 ~ ~ i_'~ ~ i A , , i f , : ~
~ I ~ .w , , _--j----r~-»- I ~ . ' , z: _ ~ =1ao I I 2 : , , 1 `w r d_ i.. t -.."-.~-'}_~..,L_ _ _f"'~-V•-..+-..S_. ...a. _ _..k..~...~~..--~- - , _ (.'t"„ , i ! t - € S't f i _ F - J ,.a, {
: , I ' i 1 I t , I,,. i s ~ ` t ~ 4~ ~ . ;i , 1 , 1 , I ~ ~ ~ ~L = 302 35 i 1-~---? - - i ~ - i-•-r ~ f i { I 7' , i i. i ! _ ' j ~ ~_:..~.1-~-L-Z-- Y- . l _I _..j_.a...:.....r- F ~ i a,. {
+ I ; ~ , pS ~ 50 MPH u_~..~ x . - 50 .w,~.;-~--- F.. .~--r- ~ ` I ~ t I ~ i ~ ~ _ , , t 1 , i ! t ~ I ! e } - i . ~ t ns~~ ,sn.,.r ~,+~-+e~r+WZ C~ ~'1 k~.. , ; j ! 1 ~ f .
, _ _ 1 4 r ~ 1 i i I~~ ~ ~ ~ T .F .'I J.f... -d^ I 8 - _ _ --•._T_ ...y_._i.. ..rul, ..y... w..i_ ~"-.'--i..l_-.- ' L'!'-.-6+_' _ 1 -.y_ . w..E.._- 7 : , - t , , e t i ~ _ d_ 1 t i .i-~~ ..T _F K ~ / S2 ~.,~.,_y...y.~} t ~~J..~ _.'f _t - _ ` ~ :r - ' ~
3 r ~ 1 ; 7` ~ 1 , 1 ~ ; , 1 !"T`om' 1 i 1 { 1 I 1 1 ~ , ~ 1 1 1 '--•--a_^.. .a..,+ '._.t-.-~'-'.. --'a-T-i- -r . ~ p t t i~ f k _ _ W. ~ ~~t~_ ~ I ,
# t ~ I S I- j 1 1 i T"" _.t, ....1 1 f r..~~.. : I , ! i 1 i i ` C ~ ' _ - 7 , I - 50 MPH ~ t~ , I i ,
, 3 i _ } ~ . ~ t -j.-.-~-_}--~.,-r--* . ~-._._.t--I.. f ? - :.~...y,._r~ ,„.,.',-'i --+-_„~--r-;--''--i--*- 4 -r-I--~ - i. a ~ 1 ~ ; ~ : `
- ~ 1 1 ! t I 1 , I } 1 ~ { $ t _ 30 ~ k ii i i ~ ,I t S I ii ilI ~ ' ~_.M . d ~ t I ' ~ L v-..- - .{_.i .r.. __;..._2. - _ -r - ~Y L..,:_ 1._~1...?.-.~ a _ g I £ a a. n , t ' 1 i ! I ~ ~.i , , i ~ ~~+::~s..*. ~r~.wa~u4 ti+3. Po,ub,..ww:QS x
: ~ i ! I 1 Wse { .:v. . x.,w~ r~~ ~ I i t 1 } f ~ w j ~ra.., 4 , 1 , 'm" , t , ~ 4 € y _ 1 . ~...F ..~_f.y._y...,w....T. .,.--I,-.;...~._1._...._.-s "F-' : e : . 1- -f" f_T"! .j-^3- _ '1" " t ~•f_. ~_i I _ j_ 1 f" { y f t , EE, , ' { ~ I ~ ~ i.- ' 4~'-M_._} - `L «..f_- _ _ _ 1"'f"T._-r.~. y... ,..,,a -i,_.... . .-.i..., + 1 3 _ ~ rvl"~ x e k- t
{ y ` s 1 ,1 I+ 1. i~ I ( t ~ I t i I l t i i i _ I i _4. _r._:.. ~ i ! i 1 " _y.~_ _.L..d_. . _ Y + ~i ~ , . e I , , 1
L -r-`i' i,. _~_";';'S- + r-i_ -L^i-r _r._ i .I...,. y.~._t_ kM-. r..a-.-.,~.}_ .,r ~ 1 Y--F•-;--r-~ "i 1 , 303 ~ ' : , : , : ;r + , ' , : w~ . . T. eh • I.. 4 i-. a y., ~ , . _
m w , t , I ~ ....~.._t._.t..-.r.,s._,y_. _I,._ ._j..-' t r. ^:"Y"-( i "^^`{'r_t"T"f_ ~ I r-j Y' l , : i ~ t , i , , i i Y X , - - s , 1 i 3 ' - . _ - - T
_w. _ . . _ - ; ' ~ - - ~ 4 ; 1 ' ~ _ + _ ° , g . _a~ ~ _ _ 301 . , ~ _d t rux..d
, t• , 3 _ , , i : I.I;, _ - - -t _ _ y E _ , 4 ~ . • { t
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i_ , ; _ y _ ~ , ~ i ~ , - ~ ; 3 I
9~ . _ ; . _ + - " X0,838 ~ _ _ : _ _ r N N . 4 - ~ ~ _
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_ ~ ..r ~ _ ~ _ , ' - _ , - - - - ! a 't + ..}...j.__*,_,_ ~ "t` ; 7 5 ->-~'"r--i-- ''--r--` ~ 't" I ~ i ~°"1` "I m 'i t -B~GlN u~PEC1AL - ~y ~ ! l ~'Xr
2 5 ~ ti s t i f iu ~ t - - i i p 2 5 f .a w-._ _ _,..,e.t- a.w-,~._ ..s, _ - _ - - u- . f~!' ~ RT
- --i.„ ~.a.-L-w-.a ---«-a-.i^r-+ - ^_'4"-^". g ..{....i.._:...}..1._ ;_i-.T_.,...~..:.._.. -.~..ew-ti.+--rte; .1- ~'°S_-1..-,~~-g~-r---- I I _..i. ,...y_~_.~ _ „ _ a . .,~-t- w..;,.. I--~'--<- r- ...,,.__;_,t.. _r ..,._a~-. t-'."r ~-r°~-;--""'-r .a_r-_ - -i~--~-~--t y - 7 ~ 1 i'` a + p + , : - ~p ; N N _ _ SSA 241!? ELE'Y .30.44 ; a - j , -
O ~ , 1 I v I i a I I ! ~ a ~ ---F 1 • i 1. t .i _ .y-~-.~._ _ 3. l i _.-..~._.w; r , y.. i t R. ti_ _i...~.~ ~,,..i ~ _,3. 4_-~-.(__ .;..-~1-.4.. ,_.r.. } ~ l--e f - ~ t t ~ - _ .,A . ~ -r ~ . I ; . 1 y i , , ~ ~ ~ , ~ s a ' .a ~ ~ v.~. ~ 29 _ _ ,
_ ~ ~ ; i ~r 4 2 3 ~ _ / ~ E nmv~'h . :~;,:~u~,~ rv,i..w~b..u~w-: wp.:-,~ {.m I u I , I , + i t r, i N CAL ~ ° ~ l~ SPE k g , l i ! ¢ ! , . , e .
, : _ s ,i__'--~--'~._.-;_.i. I ( I i S 1 a- r^-" " ~ -6._...-. _ .-R... ~ . °+t. ~{-->--t- _1 .r-, k ' , ~ • t , • I , _ _.t.. r..:': ..M.. __E_ a i , A
i k-~. ~ ~....-i--+ j ,j_...:~..J K,-q. 1_i--'T'- i --i Y.~.r- i ;.._.1 f....~.... J,....~ s t - .i._.,}.-'-~. °r - _ +I.--r - "i ~ - , ' I } i i f 9 21 , _ 1 q~ ( ~ , , , s L S...J s ..,,i.. ~ e_ _ .T . , - . , , ' p r a i s , , r : 1 ..3~.~ ...A-m .8 .y J.
` 1 r-` ~e " y z, , r , - t i w_ _ # +
t - I ,Y : ,ilI+- 1 i I a I ' 4 ~ i t , t~ ~ t x.~ } ~ ~...._''.--3-~-1 t. _ _._-i.-_V_.,-.i_ _ '-+--~-5--`--l i _...i.,j,,.,u_i....s._,r,..~ 1.... 1. _r,.r_s - ~-'.-'--~....1.-. _ , ~ i { e ~ } I• t s r r , t i r . _ - 89 _ . ; t E..
, , ; : ,I - 289 ~ ~ ~ ~ ~ ! 1~ } ~ ~ _ :...:y.. w~ >.»x,.~.-.rx. ~ ; + ' ate. 4:- .~.»..~:~.~a:., a. ~P^!.~..~s`,...~..; 'r.+ .r 1 1 4 y , : p• g ' ~ I , ~'7 { .~,«,.::.t ~w.'... an,». ,aa.•Sd~..r~ a~,,.,.~+,p~,. ,,k:. ,g„ x «:~~..ar~k .,xp; ~.~.::~.,-,~~~:z ~ .~.~~~,?~mf~ C `w..."°,' ,.j., wn ~ , _ ,v ~ . ~ , ~ ~ I r 1 r 1 a v. ;
z ~ , . _ _ _ w i , xl~! I~:fl~--~`; ~ I~ x _a. ~
_ ~ a i t 1 t t $ , I --r- d' ? _ _ - • P , t I ~ , M i _ , f c i ~ 1 $ q.... at mot: ' x. ~
~ ~ 287 , . S fi~ i ` . r ~ t h ~ ~ ~ r--• ,...,,v. y
t F e s c I a' K : ~ 'i•' I N ~ _ - - s-,. : , ~ E ' = E { ' s ---e
. r ; E s , 2 . , . .P. 85 ~ _ , r 4,. . „ , _ . , ~ b a _ . _ , _ _ . 1 ~ x. N... ,T...~.,~aa,'e:, ~,_~.~u .w. u~s.r. .>:",m ~'x; .,ass .x,~„r ~ x ,x. _ ...x. ~ 'x a v,, ~ -
~ . y_. ~ ~ . _ ~r ~ . y .u.. _ , _ _ _
0 17 22 1 21 8 1 20 9 27 25 2 24 23
_ W~ e, ~ 11
, e ^ ~',5 'i`ce m b... ..v _ _ 6, 9 ~ It_'1~~,}{ i Y - n
n .kl I 4 . ~ ~ r k ~ - ~ ~i., ~ F...... '~'db s F'. ~ hyyy,~-,~~•lu ~ 1R . I, P~ ~ -Y'y xyp~lar .j, ~ IIM. I~ Mai Ws' 7dF~. ~ r

. PROIECf REFERENCE NO. SHEET NO.
HORIZ S~''`
20 0 40
Kimley-Horn ~ INCOMPLBIB PLANS
and Associates, Inc.
VERT rnBan~t.~tY rtexs o. b.
P.O. BOX 33068 2 Q 4 - RALEIGH, N.C. 27636-3068
PI - 35+22.00 PI = 36+82.00
- EL =305.46' EL = 308.28'
V~ = 200' VC = 120'
K~:82' K=81 315
315 DS = 45 MPH DS = 45 MPH
~ . 313
Q 3~3 PI = 29+17.00 P$ =,31+90;80._
3~1 EL = 304.46' EL = 30Y.'~S', _ VC = 150, YC° =`'360'.._. 311
309 K = a~ _ $ ~ r-x~.73~5Y. r+~07aaaz 309
DS = 50 MPH 8S ='SO MPH
j ma`y'
3~~ ;m ~ 307
_ i
~~i a 305
305 _ ~i
303. 303
..301 ~ _ ,~_i r-~~ t 2125% f - ~ 301
299 _
_ 299
BU 2i PK NAIL IN PAIIEA/ENT 297
297 _ 2652'RT OF' -L- STA 3fr+fi6..38
_ ECEy 3Ligg7'
295 _ _ _ _r.._~:__~ ~~.~.._,v~~;~~_. ~ 295
_
293
-L- LEESV I LLE R
R~~U f SR 1 . _ _ 293. 4 FOR -L- PLAN SEE SHEET 6
291. _ _ , _ _ _ 291
27 28 29 30 31 32
33 34 35 36 37 3g _ _ _ _ _ ._r _ _
_ .
_ _ _ .
331 j ~
- PI = 41+72.00
_ 329_ . _ _4---~._~ _ T EL ...318.15' _
_ . _ _ _ _ _ ~ ~ _ _ _ ' 351 _ ~i = 3a2.aa' 349
327 ~ri 5o.oa K = ~a~ _
_ Ei = 3714.68' DS = 50 NPH . t K=g5
_ 347
325 _ ve =tom'-- . vyg-= ~ - . _
_
323 _ - - _ _ ~ . 345
us =nor cwt- _
321 ~ - _ ! ' t~~ . . _-,_._____~~a t+~9~5%~~-f'.- t+~?A/ 343
_ , ~A 38+7 -L- 319 pI _ 6R~nDE !~v 3 f _
- _ _ - - - ~ ~ ~ 341 _ _ - : _
EL - 309.;27 _ _ . 339
317 - ~ ~~EVV- 9o'a - Oa~ES~i~T't~3f ~ ~+t _ ~ R
.i
a 315 vs = s0 MPH: ' ' _ _ _ pI ei = aa~si.sti ~ . _ ~ - ~e~i G~a €~rrr 337...
EL = 32611' ' ~ STA. 98+85"fG~Y 343A5
313 _ p ~ _ _ _ . yG . yc _ . - ~ 335
~ _ 4~ _ _P/=49+00
A i ~ i=3a zo 333
311.._ ~~~7852/ ~ ~ = s~ - -r _ _
~ 309. `•-r"_- ~ ` CULVERT HYDR,gilL.71~ DATA 3 0 c - 331: _ 331
- f~EESIGN O/SGHARGE _ ~ ~l9iD
I_ ~ =
° 307 OES~v F~avEnrCr 50 ~~k5 3? ~ DES~N MV ELEVAT~U _ :.30/T FT 339 1_ - 329
305 t QasE ascya~cE = 2~ ~ 3Z ~ _ _ , _ BASE FREOilENCS' _ _ ~ _ ~3?7 ~+~?~5~~` 327
9 - ' BASE HW ELEvATdDX ,30i.T ~~T I _
~ 303 OVERTOPP/N~ DiISCtIAftGE ~fJ 301 aVERTOPP/A~ ft7EUVENCY = 5QUFfJ ~ 2 g _ _ _ OvER'TOPPlMIs:_:EtaE1~'ATbN _ ~~9~`'~ 325...
+ - _
- ~ - 23: _ w.,.._,3;_^ _ 3,23
i =
299 - = OarE of sut~vfr - ,6~i~.~o3 321 . ~ WS.ELEVATIOIlI 321 ~ - _ 321
297 ' ' AT DATE OF S!!liVEY ~ ~f70./O FT
3i9 3 i9 319
~ 295 _ ~EE~l~ MLLE ROAD ASR 7 822 3„ x'.317 - / - / ~ E"1 ! T l _ l 1 V fitl ~Sl~ / V ~L~ FOR- -L- PLAN SEE SHEET 7 317
a 293 _ 315 315 L LL ~ 1 315
~ 38 39 40 41 42 43 44 45 46 47 48 49

- - PROJECT REFERENCE NO. SHEEP NO.
i I
HORIZ 5~"
20 0 40
_ I
i BAl 3: REBAR FLUSH w~ GROUND Kimley-Horn ~ n~oo~~,s~rs r~,exs
OA2' RT OF -L- STA 56+04,96 and Associates, Inc.
ELEV 36L9~0' VERT rxs~Iamt.~tr m,,uvs
PI = 53+63.00 ~ P.O.BOX 33068 2~
359 I I RALEIGH, N.C. 27636-3068
EL = 347.55' ~i
I
357 vc = sso' ~ PI = 49+84.00 K = 79 ~ PI = 57+32.00 i
j EL = 368.39' 375
355 EL = 347.45' DS = 45 MPH ~ VC 3~0'
_ i VC = 190' ~
K = 61 K = ss' 373
_353.... DS = 45 MPH DS = 58 RPH
~ 371
351 _ ~ .....349 '~~'-'''r~1y~'
~ t+~~3~ 369.....
O i
~11~ 367
. _ 347 8225% ~-~i18zt~ ~+N ~+)IA773/.
~i ..365...
..345. Q
- ~
..363 363
343 _.--.-'--i+i 2a% 2 ; 3 341 _ ~ ~ ~ END GR,4DE
361 -t- sTa 59+ .90 361
i f TlE TO EXISTING
END SPECtAC ~ 359 AI/tL TO KEY-lN SURFACE COURSE 359
339 arcH cR,v~ Rr _ I 33
srA 50~0~0 ~+'-.3~w .
~ 357 357
337 _ _ 1N GR _ ~ 35 ~
TlE TO ~ /NG Ll` RD ~ X~ ~ NN ii 355 355
335 YlL! FO J(EY~-IN SUR ACE G~WRSE AI/LL TO KEY-IN SURFACE G~t/RSE F 3 P1=49 -L= ~iT~~Ot85.93 -:3~~ -C- STA 51f4~T/ELEV .T4522'
353 353
333 E~=34 3 3
351 351
_ _ i _ _ _ . i

-L- ~E~l~ ~~L~ RQ (SR ~ 822) _
~~E~t~~jL~E ROAD lSR ~822~ FOR -L- PLAN SEE SHEET 8
49 50 51 52 53 54 55 56 57 58 59
I 32 -.325 325
_ _ _
i _ ' ~2
..321. _ _ w_ .r. - - X23 _ .~.~._,..v__:. _~.__._ie._.~._ , _ 323_...
~ i
321._ P$ = 1b+zs.` _ _ _ _ _ i 321..
319. _ ~ ~ ~ ~ 3
_ f ~ ~ _ = 297
317 ri = sq-;roo----., _ ~ I 31 319 + ~ i~t Qv ~ i _ v+~ ~ . 319... -
r E~. _ _ . ~s` ~ ~ 31
315 _ vc 317 K~= 5 I - ~ _ ..i - 317....
= 1 - ~ 31 313 - _ _ _ 315 i 315 _ys_
s
311 El.EV~2~~` _ ~ j 31 313 ELEV ~ ~t r 313
~ ~ 3 .309 Gl~....G~,apE=. ~ _ _r.~ _
311 ~ - 5~,4 ~0+33ti a { . _ _ 311.......
-307 -j1! - ~ _ ~ _ 3 a - + it
309 F_[~ 2s~3i' - _ 309
EtLV 2' ~ _ _
_ . 307 ..t~.~. _ ~ _ .4._~.._W _ _ 307
_t__. _ ~ ......305 .r 3 r._.. __._r
_ _
3 Y.. 303 - ~ \ r 1 ~ 305 iGS,aDE~*_ 305....
/ - ft~i! 30979'
301 .a__~_. t~--~ ---a--. _ 3 _ _:.303 ~ _._i'~ +y ~o KEYt/RFaCE -E6HR~sE3,_...._._. 303. v
- ~ ~ _ ~
~ 299 _ 3 ~ 301 =i _ 30l
i_ x _ _
..._297. ~ 2 - , _i_ _ - - - .:299 ~f ~ - _ 299 r - - - _
2.97 -t- ,r . _ _ 297..

- - _
293 ~ Et4~y ~ ~ _ ~ 2 A,p _ _ 295 - 295......
_ _
291.._ E w~,ac€ c~ur~~ _ _ - - _ (
_ 1__ _
289 ~ _ , ..__m_
~r-±-~..~
g 287 I / A~~~R~ ~R I V ~ FOR -1'2- PLAN SEE 5tlEET +1 RE~ l - I AV ~OHU FOR -Y3- PUW SEE SHEET 5
285
10 11 12 13 14 y 10 11 12 13 14

- PROJECT REFERENCE NO. SHEEP NO.
? = ? ClP N0. RAL-28 /2
i
HORIZ 5~'`
20 0 40
i Kimley-Horn ~ IN~pMp~gTg pLANy
..324 ~ 335 and Associates, Inc.
RI 1U+80.00 ~ VERT rR$~u~m~t.~tY m,,uvs
...327 ~ 333 EL = 3Q8.18' / ~ P.O. BOX 33068 2 ~ 4
RALEIGH, N.C. 27636068
...325 KC= t*~I , , ? 331 ~I
323.... -,1`4- STA /O+OD = DS = 1$ MPH ~ ~ $29 -Y5-_ STA AQ - _ ~
-L- 5TA 26+99.50 ~ j ELEV-3GB6~8'
321 E[EY 30335' ~ 32
..319 i 1325
GIN GRADE _ _ E ENl1 WI~NIN6
~ 317. -Y4- STA bt. ~ ~ X23 BE~IM E 3279 ° +3279 = ,q R R
+ 70 !3275' RT! -Y - ; STA /2^~5i3A1~
~~r , 321 - Et.~v ~A0' 315 ~ _ ECEV 327.30'
~ r~ r io+~o.oo X0.00.
313 tia ? _ ~ 319 et st2. oi' .01'
~l~~ ~ - vc = so'
311 ~x ~ ~ 317 _ K =~:~o
D~ * 25 MPH IPN
309 _ 315 A ,~~y~' 's~l~
`kl~ , A
307 , _ 313 _
305 -t- ~~'r E, ~ 311 _ END
END GRAD
9EG/N Wt!l~NIIV
303 ~:~A E 3rr~~ _ 13Q9 ~~rY~~ . i~i~a• ~c~ (Mlt~ TO KEY~NV; S!/RFACE l~UURSEJ 3O7 ELEV Ai/ Sr _
-Y - A /l
_.301 ELEV 3/424'
299 ___.~m_______-._. ~ _ 305:.-
..297. _ 3U3 p^y~ p / ~/1 V 1~. (V I 1 Ol~lU f~R -1'4- PLAN SEE SHEET 6 ! 1 Hi i t 295 v t,. 3{~~ _ _ ^yrp ~/'~fcQ
=i/ / t ~11L~1 1 J n: i
FOR -Y5- PLAN SEE SHEET 6
10 11 12 13 10 ~ 11 12 13
~ ~ _ _
_ ~ -
j
_
_
_ - 4 a ~
334 ~T_1 ; 346 _
_ ` ,33
332 ? r = . . . ~ ~ 344 BEGiN GRaAE.~ _ _
~ , ` ELEV 3266, a
330 F _ 342 srA ~t 3S9 troaaa^Lr1
_ _ _ _ ' ~ BEG/N GR,4DB_ - STA ~4 5 , ,
ELEV 322 7 _ _ - ~ - _ A C9~
328 ~ ~ - . 340 _ _ ~4$~ Stt)fWAL.IC
~ 1 P/ _ 10+4323
~ ELEV 340.25'
326_i ~ I 338 EC ~ 3227r _ . ~i~t: - ` _ - f-14x0% _
324.. -=-i--- ~ 336
Pi = ~aa~ - _ _ EL = 3403. _ _
EN0 6R = ' EL = 3c~425 _ _
322 334 _ _ _
320...; EtEY ~ - - _ 332 ENQ'~t~`~._._~._._ 34. -.~C = 339.30 _
Co• 3 _ t73. CT1 ;
~ ~
318 - 330 -t- ~ ~ ~ 3~$ L 1 . ---'`:?~•l END GR,4[)E
{ ~`L~V' 326.E
0 ~ 316 ~ ~ 3Z$ ~ ~ _ STq /O+gp
_ _ _ ~ ~ _ _ EtEV 330.19' .
X14 r+~2~A;G ~ 336 _ _ --t - ~ _t . _ - ~
`
312, ; . Ei =ro~.~25 324 fi~~~ ~ _ _ _ 3~~:_..r._, - ~ _
r+si,607d0i 310 322 33Q:_ ~ ~ _
-
_ _ _
_ 308 Ei = :~67 320 v~ - _ _ _ , .8 ~ _ ~ _ -_._a__ _ `
_ _
306._..;. _ _ ~ 318 _
_ - X26 ~
~ a 316 _ ~wv X24
302 -Y5 STS 0 78 ~T ~ ~,a ST A 44 +25 .T T - - - ~ - -L- ~T A 4& +,~8 LT
~ _ . _ :322
- - 300 _ 312. ~ z:,,. 320 ,
0 10 11 ~0 _ 11 10 11