20030119 Ver 1_COMPLETE FILE_20030203

F WATF
? R Michael F. Easley, Governor
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r., Secretary
North Carolina Department of Environment and Natural Resources
\
r Alan W. Klimek, P.E. Director
Division of Water Quality

March 5, 2003
DWQ No. 030119
Wake County
J. Russell Allen, City Manager
City of Raleigh
222 West Hargett Street
PO Box 590
,Raleigh, NC 27602-0590
Re: Wake County, Wilmington Street Rehabilitation
APPROVAL of NEUSE RIVER BUFFER RULES AUTHORIZATION CERTIFICATE with ADDITIONAL
CONDITIONS
Dear Mr. Allen,
You have our approval, in accordance with the attached conditions, to impact 6364 square feet of impact to Zone 1
Neuse River Riparian Buffers, and 1788 square feet of impacts to Zone 2 Neuse River Riparian Buffers. The project
shall be constructed according to your application received February 3, 2003 and any conditions listed below. This
approval shall act as your Authorization Certificate as required within the Neuse River Area Protection Rules (15A
NCAC 2B .0233). In addition, you should get any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control.
This approval is only valid for the purpose and design that you described in your application received February 3,
2003. If you change your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this authorization and approval letter and is thereby
responsible for complying with all conditions. For this approval to be valid, you must follow the conditions listed
below.
If you do not accept any of the conditions of this authorization, 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, P.O. Box 27447,
Raleigh, N.C. 27611-7447. This authorization and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under the "No Practical Alternatives" determination
required in 15A NCAC 2B .0233(8). If you have any questions, please contact John Hennessy at 919-733-5694.
-,?
gorin,
limek,
P.E.
cc: US Army Corps of Engineers Raleigh Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
C:ncdoftilmington Street Rehabilitation\030119 buffer certification.doc
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
rrlF F1 :?_?
r
City Of ?aleigh
Jlrorth Carolina
January 30, 2003
Division of Water Quality r? t
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 34 L)
Attention: Mr. John Dorney
w 31U?J ???
Subject: City of Raleigh Roadway Improvement Project - Wilmington Street
Rehabilitation from Rush Street to bridge over Norfolk- Southern Railway -
Wake County, North Carolina
Action Requested: Neuse River Buffer Rule only, written approval / exemption.
Dear Mr. Dorney:
The City of Raleigh proposes to rehabilitate Wilmington Street in Raleigh from Rush
Street to just south of the bridge crossing of Norfolk - Southern Railway. Improvements to the
existing four-lane divided roadway include rehabilitating / resurfacing the existing pavement,
adding curb and gutter and pedestrian sidewalks. The proposed project is approximately 1.5
miles in length.
The project crosses two streams subject to the Neuse River Riparian Buffer Rules.
Wilmington Street crosses Walnut Creek at approximate -L- Station 67+40 and Rocky Branch at
approximate -L- Station 74+15. Both stream crossings are conveyed by existing multiple barrel,
reinforced concrete box culverts. The existing box culverts are not required to be extended by
this project.
Unrelated to the Wilmington Street Rehabilitation project, the City's old E.B. Bain water
treatment plant property located west of Wilmington Street and north of Walnut Creek is in plans
for redevelopment. Stewart Engineering is preparing the development plans for a project known
as Waterworks. For compliance with the City's Neuse River Stormwater Management Rules for
nutrient removal, Stewart Engineering is proposing an extended wet detention pond just
northwest of the intersection of Wilmington Street (-L-) and Fayetteville Street (-Y10-). The
existing 15-inch pipe under Fayetteville Street at approximately -Y10- 12+40, which outlets
directly into zone 1 of the Walnut Creek buffer, is too small and at too high of an elevation to
properly convey flow from the detention pond proposed by Stewart Engineering.
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
Recycled Paper

Division of Water Quality
January 30, 2003
Page 2
As indicated on the plans provided, TGS Engineers is proposing to replace the existing 15-inch
pipe with a 24-inch pipe to accommodate the discharge from the proposed wet detention pond.
To emphasize, the replacement of the existing 15-inch pipe under Fayetteville Street with the 24-
inch pipe is not due to any increase in impervious area from the Wilmington Street
Rehabilitation Project. The existing 15-inch pipe would adequately convey the drainage from
the Wilmington Street Rehabilitation Project.
Project History with the Division of Water Quality
Bob Zarzecki and Steve Mitchell, of the Division of Water Quality, received a full set
roadway plans for the proposed project on November 1, 2002 for a preliminary review. Upon
later correspondence, Mr. Zarzecki and Mr. Mitchell indicated the project had Neuse River
Buffer impacts at the Walnut Creek and Rocky Branch crossings as stated previously. TGS
Engineers met with Mr. Zarzecki and Mr. Mitchell on January 9, 2003 to discuss the project
further. At that meeting, Mr. Zarzecki indicated to TGS Engineers that this project would be
exempt from the Neuse River Buffer Rules because the project was impacting the riparian buffer
with less than 40 linear feet (measured parallel to the stream) of new impervious area. Mr.
Zarzecki also indicated that the project was exempt from the Pre-Construction Notification
(PCN) application requirements, but he recommended that we submit the PCN with copies of the
plans to obtain written approval from the Division of Water Quality.
Additionally, in the vicinity of the Walnut Creek crossing there are two areas of existing
pavement located within the buffer zones that are proposed to be removed during construction of
this project. Area 1 is located west of -L- (Wilmington Street) and just north of -Y9- (Buff
Street). Area 2 is located west of -L- (Wilmington Street) and southwest of -Y10- (Fayetteville
Street). Mr. Zarzecki recommended, but did not require, that the City of Raleigh consider buffer
zone mitigation / enhancement in these two areas to improve the quality of the buffer zone. The
City of Raleigh has agreed to plant these two areas at a density of at least 320 trees per acre with
a minimum of two native hardwood species per the Division of Water Quality's requirement for
buffer zone enhancement. These two areas are denoted on sheet 13 of the plan sheets included.
Area I is approximately 1842 square feet (0.04 acres) and Area 2 is approximately 804 square
feet (0.02 acres).
We are submitting seven copies of the Pre-Construction Notification Application and
relative plan sheets to you for your review. The plan sheets included have the existing and new
proposed impervious areas denoted through the buffer zones.
If you have any questions or need any further information, please contact Mr. Raymond
Hayes, P.E., Construction Projects Coordinator at 890-3030.
Division of Water Quality
January 30, 2003
Page 3
Sincerely,
'v /6 `?
Dawson, Jr., P.E.
Carl e?'
City Engineer
City of Raleigh
Cc: Mr. J. Dean Fox, P.E. , City of Raleigh
Mr. Charles L. Flowe, P.E., / Mr. Craig Parker, P.E. , TGS Engineers
Mr. William T. Stephens, Jr., P.E., TGS Engineers
Page 1 of 1
Rob Ridings
From: "Rob Ridings" <rob. ridings @ ncmail.net>
To: "John Dorney" <[e-mail]>; "John Hennessy" <[e-mail]>
Cc: "Hayes, Raymond" <[e-mail]>; "Fox, Dean"
<[e-mail]>
Sent: Thursday, February 27, 2003 12:15 PM
Subject: Re: Wilmington St. Rehab. (DWQ#030119)
This file is in John Hennessy's office currently, for his review of it. Steve Mitchell of the Raleigh Regional Office
sent in his comments which I printed and added to the file.
-rob
----- Original Message -----
From: John Dor"
To: Rob Ridings
Cc: Hayes, Raymond ; Fo_Dean
Sent: Thursday, February 27, 2003 8:12 AM
Subject: Re: Wilmington St. Rehab.
rob - please handle (not DOT project but close). thankx
"Hayes, Raymond" wrote:
Mr. Dorney,
I'm just checking on the plan review for the Wilmington St. rehab. project. If you have any
questions please feel free to contact the project engineer, Dean Fox (890-3030) or myself.
Thanks,
Raymond J. Hayes, P.E.
Construction Project Coordinator
City of Raleigh - Central Engineering
PO Box 590
Raleigh, NC27602
Ph. 919.890.3030
Fx. 919.890.3832
[e-mail]
2/27/03
,EMORANDUM
(TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Wilmington Street Rehabilitation 303(d) list County Wake
Project Number 03 0119 County2
Recvd From APP Region Raleigh
Received Date 2/3/03 Recvd By Region
Project Type resurface pavement
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
FN-BR Buffers OO Y O N
?F F_ F- 27-34-(4) F _c NSW 30,402. 0.10 ? ? F-
NBR Buffers (? Y O N 27-34-6 - NSW 35,402. 0.09 F I T-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y O N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y O N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Bob Z and I have worked w/Eng. Should be OK to Issue
cc: Regional Office
Central Office Page Number 1
END PROJECT - I --
?? 41A
i l
SITE MAP
CITY OF RALEIGH
WAKE COUNTY
PROJECT:
WILMINGTON STREET REHABILITATION
FROM RUSH STREET TO BRIDGE OVER
NORFOLK-SOUTHERN RAILWAY
I
JAN 2005
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:
F-I Section 404 Permit ® Riparian or Watershed Buffer Rules
F] Section 10 Permit F? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NA
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: n
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: n
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: 222 West Hargett Street
P.O. Box 590
Raleigh, North Carolina 27602-0590
Telephone Number: [phone] Fax Number: 890-3451
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page I of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than l l 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: Wilmington Street Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): From I-440 take South Saunders
Street (401) south. Take left onto Pecan Road. Take left onto Wilmington Street.
Walnut Creek- N 35°45.42' W78°38.44'
5. Site coordinates, if available (UTM or Lat/Long): Rocky Branch-N35°45.53' W78o38.40'
(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): NA (Linear Roadway Project)
7. Nearest body of water (stream/river/sound/ocean/lake): Walnut Creek / Rocky Branch
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: Existing 4-lane divided roadway. Land use in vicinity
along Wilmington Street is generally commercial and industrial.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
Resurfacing / rehabilitating Wilmington Street pavement. Adding curb& gutter and
pedestrian sidewalks along roadway. Heavy roadway construction equipment to be used
such as grading equipment, paving machines, etc..
11. Explain the purpose of the proposed work: Purpose is to resurface / rehabilitate the existing
deteriorating` pavement and to improve automobile and pedestrian safety along this route.
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.
NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Provide a written description of the proposed impacts: NA
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
NA

* 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: NA
Total area of wetland impact proposed: NA
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
NA

* 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, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NA
Page 4 of 8
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 map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
NA

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): F_? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
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.htm1.
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.
NA
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.litm. 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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Page 6 of 8
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 F-I
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 F-1 No F-1
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No [-] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 See Attached Sheet 3 NA
2 1.5 NA
Total See Attached Sheet NA
' Lone I extends out 3U teet perpendicular trom near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
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.
Buffer mitigation not required. However approx. 2646 sq. ft. of buffer restoration / enhancement
will be performed by the City of Raleigh as discussed in cover letter and denoted on plan
sheet numbered 13 provided with this submittal.
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.
NA
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 F No
Is this an after-the-fact permit application?
Yes F? 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).
(?& , 1 ?1 b
Applicant/Agent's Signat a Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Addendum to the Pre-Construction Notification Application for the Wilmington
Street Rehabilitation Project
Item X. Proposed Impacts on Riparian and Watershed Buffers
Walnut Creek Crossing (plan sheet 13)

Zone Impact
(square feet)
Multiplier Required
Mitigation
1 3400 3 NA
2 810 1.5 NA
Total 4210 See Cover Letter
Rock Branch Crossing (plan sheet 14)

Zone Impact
(square feet)
Multiplier Required
Mitigation
1 2964 3 NA
2 978 1.5 NA
Total 3942 See Cover Letter
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CAT-1 - +40 ~
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ti f"' Gb ~ 24'CONC ~ ~ 54 ~0 _ _ _ _ ~ ~ ~
r } `E ~ I ~Z - - I-
2 v Ma SEE d w c~ - ETAI SHE 2D } Q I- m w
V Q rn FOR PEA EST !AN EFUGE ~ ~ W o
F- PROP. 16 C&G o W w cn ~ ~ I
~ I. ~ - - cb ~ N l ~ CB i n ' ~ 160 I Q w - I I Nam ~ w ~cv.- _ I~
J 5'20'59.7 E -1 P 4-15 RCP ~ ~ - m Cg PROPOSED RAISED GRASS ME~~;,~N ~Uo~ GCB I I CB J ~ z ~ ~
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O OP. ~ 6 C cRass v ~ PR Q v 149 N ~Q 150 151 AEtV~Q1l - - - ' CP cn Z Q Z - o ~ I I ~ BsT .3 W
m m - - PLUG ~ I- CO ~ R Z W W 3 NC I ~ ~ Q ~ ~
oa rA~ER _ + ~ _ __r___ ~ ~ ' ~ 5-~----- ~ (n ~ L(l ~ J , Q J c~~I~Qw
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' N ~ N ~ ~ i ~a . 'fit
j ~ I~ V
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PROP. 2'-6° C&G ~ l2 N ~ 176'-15" R 14 CP ~ ~ 0.~. I I o, N ~ I a~ N _
B ~~I W ~ -
Z ROP. - _ _ _ \---09------- _ &G - -I-- 2' 6" C w - ~ PROP. _
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OP 8 MULTI-USE P~rN z, + b-- w m ~ Z
~ _ 0 PLUG _ ~ a ~ ~
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1 I5:I \ 0 w ~ W
V WOODSLINE - ~ - - - • v v PP TAPE O a F ~ T = oX o s _ GQ g, SIGNAL B ~ ~
0 1~/ ~ I F \ ~C / _ R ~
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w PREFORMED SCOUR HOLE EXISTIN > SEE DETAIL B GUARD AIL +25.00 -L- ?I .Y~ ' PLUG/ 2A 3 ~ o
~ SIG L ~ / / ~ 2 ~Bo~ o• oNC RE AIN ~ - - o .5 CB 3 .50'
50' BUFF I IDO.OOFT ER ZONE ON ~ X00 ~c - - R
EXISTING R/MT------------- ~ ~ 7~ 4 - = 5830.00 8 - 5 ~ ING R/w L- 760.5 I R-
- - - L= 354.82 5830.00 EXISTING R/W RCP P - 'gyp N7"31'42'E Chd= 759.97 'ING R/W ~ - - AC CB
CIF 13~ 36 23 Chd= 354,76 7 ~-Ot.OO- 0 DATE ~ CB CK
TOP OF IOO.OOFT 41 B ~ 56 + - - _ 157 98.00 L CL B RIP RAP 16 TONS 57 ~ IOO.OOfT TECHN I C I AN+
BANK - _ - t + = FILTER FABRIC: 30 S. Y. _ ~
-Y12- CSta.l 00 = = SEE OUTLET PROTECTION ~ ~ ~ W = DETAIL -YI2- +08.85 m DE x ~ ~ CHECKED BY
Io - - + N L OC Sta. 7 2.80 F~ f 2.80 P N
0 69.86FT z 0. +31.00 -Y12- -Yl2 + 0 p 34.OOFT R
I 30. 0 .0
oN F~ +08.00 -Y12- ~ 02 pz
9 , _ ~ N N0. DATE _ N 1
5 BUFFEI 5 BUFFER ZONE ~ ° ~
_ ~ N , 0 22 Z
TD m ~ N W TDE s. W 1 CITY OF RALEIGH
2/ c ~ a
0 ~ p +31.00 a DB 2466 PG 193 ~P rn ° c~ \ REAL ESTATE ID
m CITY OF RALEIGH E 35.OOFT b~ x 0012801 ~0 i ~ - W ~ rn ~m
~ REAL ESTATE IDS 0121397 ~ x SCALES
z z `n, a , , +40.46 -Yl2 HORIZ. ~ 1 20 N
~ +43.00 -Y12- z ti - - +35.00 -Yl2 35.OOFT ~ I~R]ELI11'IINAI$Y FLAN °
3 120.OOFT a >oFT ~9nnFr W
0 TIE TO EXIST. CpN DO NOT USE FOR CONSTRUCTION PROJ. Nl). m ADJUST G
/ ,.o ~ ~ ~XI ~ -~q~M -Y19- T»,r,ra~r.. . N
%oo l 1NUUMPLh'll L PLANS
FOR -L PROFILE AND GRADE SEE SHE SEE SHEET N0.25 , 3000FT,34.00FT no NOT USE FOR R/W ACQUISITION SHEET NO. o
FOR -Yll - PROFILE AND GRADE SEE SH, SEE SHEET N0.31 W z END CONST. 20 0 14 F TIE TO EXIST. C&G o ao o
FOR -Y/2- PROFILE AND = GRADE SEE Sf Z SEE SHEET N0.32 -Yl~- STA i1+Rn mmmu_ { 95.00 u -c, DRAWING NO.
a 0 10 20
SCALE IN FEET
- ~ U
+'i ~d I I li 6
~ ~ uY h Y ~ I III ' i I I

t
/ ~ /
O G ~I~ / / ~~SZ~~
-Y9- Y! - / 0 1 ~o E O
/ 'o ~ PI Sta 10+9289 PI Sta 11+77.59
_ = 73• Il' 09.8' (LT) p 39' 05 40.4" (RT) D
~ ~ ~ HISTORIC PRESERVATION D = 2P 54 01.7 D = 5T Il 44.8" JATION ~ / ~ ~ i~'
, FOUNDATION OF NC INC L =178.51 L = 127.73 JC INC / / a / REBAR / / /5
T = 92.89' T = 7425' / / 0
R = 261.62' R = 100.00' / / /
= 0.02 = 0.02 / ~ a3 ~ NPR / / ~
~inOx Amax
NOTE) ABAND +96.44 ~ ~ ~ A5 / / ~ / ~ O q5 / ~ T /
~ 2.OOFT r 5 p• ~ 1 BUFFER AREAS TO BE PLANTED, BY OTHERS, ~ ~/9 ~5 / s / 3/9 i~~ / / ~q3 / ~Ev
~ EXIST.P/L ~/A3 5 g G • WITH A MINIMUM OF TWO l2) SPECIES OF i / 9 / ~ / /
Q i ~ NATNE HARDWOOD TREES AT A RATE Of AT i ° ~ F~ /
° ~ t~N 9 ~ LEAST 320 TREES PER ACRE. / ~ O ~ ~ / /
+26.00 ~ / / /
/
' C T F R 56.00 c I Y 0 ALEIGH o6 w REAL ESTATE IDS 0102968 E A3• ~ q5 w~ _ / / / E i ~
cn X35 / o00 ~n ~ ~ PAVEMENT TO BE REMOVED +28.56 ~s/cMe / x E ~ ~ i ~
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D 5 Ex1sr.R/w - REBAR ~ ~
~ % i Z a \ l ~ /i z ~ ~ / ® a
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> ~ ~ \ AREA 1= 1,842 SF , Mei / G&~ / / YIO POTSta.10+00.~ ~ a ~ISt~~
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f ~ ~ ~ s~ v / ~ / /
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~ Y9 A. ll + 0.00 , ,t~ ~ ~ ; , ~
1 r 1 of ~ `Y, }:"'p ,X, / ~ ~ i'
\ 90.89 ~/0 2 ~ ,x ; Y ~ l / YID PCSt .11+03. A 1 ~ ;St . !I +03.34
25.67FT h, Y ~ REBAR
50 BUFFER ZONE ~ k ~ T~ * ~ ~ ~ f 94.31 z Y. ` +94.31 20
y ~ ~ , 1 W 48J5FT f +12.77 ,w . ~ , ~ ' ,~,r 48J5FT
R 25.03 ~ ~ r ~ ~ ~ ~ ~ , ~ N 27J7FT WATERWORKS II LLC
EXIST.R/W F , XI ~ f~,~,~~; ,,.r~.f ~ 02 ,~X~ , ~ ~ f. P END C& AND 1DEWALK SEW ALK DB 8938 PG 2666
~ ~ x k 1+ES 7 - ~ h t BM 2001PG 5T4
~,K,, ~ ~ ~ \ ,z,~ j , ~ ~ -YID A I +00.00 )0 REAL ESTATE ID* 0283091
- ~ ,35 ~ ~ x y' , ~s'. k ~ -A PP W ELE c ~yx
-Y9- Sta 11+0929 E~~S ~~~x 1 .h~~,x CQ~
/ ~ ~ ~ ,x - ~ . FES +50.83 BACK OF CURB (23 s ~°~~x: . ~ ~k- ~0 83
z I ~ > . ~ 59.60FT o ~ / TTE~ 5~ Y~ f cRass ~
- ,65 YE ~s ~ ~ ; a , V~ N 15 54 E EzlsnNC Riw N 15" 16'54"E EXISTING R/W w
- - ~ ~ 3.63 ~ Y9 Sta 11+4128 REBA f 40 w 322,23 z
~ `~15,^ ~ T 6 0 -L- z ACK OF CURB (25.71 ~ , ; ,a > c~ z
W y CP f E I00.53FT o FROM 2'-6 - ~ R=50' w
- F BACK { r0 K + C&G TO 9"X12" CURB ~ x, ~ GRASS s ~ f/4 + ~
5 \ ~ 137 .74 o ~ ~ I C o CURB
g"X~2" 24 4 RCP AT-~ I
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~ R , PP 138 I ~ U ABLE TO LOCATE s . P wi 15~ ~ RE F 1 - ~ • W
REM - C 15~` ~ 0 TLET, CLEAN OUT l K ro R 30' } W PP m ~
+ 6 0 K r0 ~ F ~ 5 REM
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r- .02 B RET ~ ~ ~ FES err,---`~-"' ~ o cRASS~ o +70 +70 ~ ~l0 4 - RCP N LT PLUG 136 ~ ~ ~ I ~ Q W I~ U' ~lu d W h- N LT W Z~~
_ T 135 ~ CAT-1 ~ - - ~ _ _ F F F F ~ ~~tZU
- + ' 14 -24 R z- , + Z C~ ~ J Z O
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_ - PROP. 5 SW f. - . _ ~ _ v _ - - - ~ - PROP. 5' SW F- Q w w 3 W J ~ ~ •
' W +so +so T ~o W c~~~Qw
W _ ' ..~_u.._.,~--_ _ PRO; . 2,_6» C&G 92 -15 RCP PROP. 2 6 C&G CB Q
= W WILMINGTON STREET SBL ~ 44 145 ~ t/1 WILMINGTON STREET SBL
~ ~ 24' CONC ~ ~ ~ m ~ , 1 24' CONC ~ N ~ ~0 0
\ _ . _ _ a a. _~a _ ._._.~~r _ _ - 1 ~p ul
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o ~ 133A Crt ~ ti ~ , W 50' TURN LANE ~i „ _ ~ ~ PROPOSED RAISED GRASS MEDI Z V ~ C~ ° 32'-15" RCP ~ GRASS o PROP. I -6 C&G ~ ~ ~ ~ ~ 70 V Q ~
~ 84-15 RCP ~ ~ N Jm ~ ~ SLAB TYPE CB 14 14 00 ~ ~ w m + 59.7' E - m I- ~ ~
i ~ . ~.:x r' !1 a coac CB ~ Y ~ Wh o~ 41 8 -15 RCP o a ~ 511 RCP ~ Nu ~ o
G JQ Q~ Um ~ - B B 76 ~ „ ~ ~ i.oc z PROPOSED RAISED GRASS MEDIAN ro ~ r. ~ ~ PROP.1 6 C&G z W w a
o ~ ~ ~
Z J ~ ~ ~ 1n lO - -_-_~r~.~_s,- J ~ ? - Z 4 T/- ~XJS"~P_- 100' TAPE ~ ~ a - O ~ ~X1R~--------------------- ~
~ ~ WILMINGTON STREET NBL ~ W x ~ ~ ~ f" 0 140 O ~ ~~w N W zh
a 24' CONC ~ ~ ~ . i~ _ ~ ~ r'.~_ _ _ - - ~ W W ~I ~ T O J • ~ ~ ~ O 2 2 0
~ + Q S AIC SHE 2D ~ EE DE U m T WILMINGTON STREET NBL ~ N ~ ~ ~ ~ ~
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~ PROP. 2 6 UJ~ CB I'~ 100'-15" RCP PROP. 2'-6" C&G B RCP ~ ~ Q o
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Q w ~ Z > PROP. 5 SIN CAT-1 , - ~ GRAU 350
V1 PROP. 8 MUL I-U PATH ( T) a ,i,l,~ H PROP.B MULTI-USE PATH (BSTI 14 W
~ W 4 20' I °C
' - - - -E- Z
- ~ _ ~ 0 15:1 SIDEW - Di F J DATE F F D
LT I ~ TECHNICIANS
° - TAIN _ . coN RE o o 0 0 0 &30 la 1 F V
250' TRANSITION lLT & RTJ o a 88a 800 V ~ Boa ~ o o° ~ o° a°o a°o o X0,.0 1 CHECKED BY •
~0 0 00o a o f , -Y9 PO Sta. 12+27.36 e ° ° ~ 1 I
R ON
- - o, + ~ 1
' GRA 1 ss ING I N0. DATE
EXIST iI 1
' RIP RAP r' GRASS
GRASS PP
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
T P OF BANK E%ISTING R/W Sri E%ISTING R/W ~ a
i ZONE 1 ZONE 2 ZONE 2 ZONE 1 50 BUFFER ZONE m 0
50 BUFFER ZONE ~ ai
I~ ro - - SCALES . ~x . , o
~ ~ HORIZ. ~ 1 20 N ~ e N
z ~ > ~ o
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a'~; 3 -
~ 9 INC® PLC PLAN I+~ ~°L S L
~ r/1 !'1 1 11 f1/~ r I I r A ~ 111 /1 P1 A I'1 r r r 1 1 r rT 11 /'1 / TA ATAT TTCC CAD D / m ?l~AT7iCTTiAU CLJCCT Alll ran
I rUNr I-NUI- ILt HIVU C7N(HLIt -'>L L SNIt t I Nv. «
PROPOSED ADDITIONAL IMPERVIOUS AREA U IT Uh KALLIUM 4,210 SF REAL ESTATE ID* 0121397 FOR -Y9- PROFILE AND GRADE SEE SHEET NO. JO 20 0 40 of
U FOR -Y1O- PROFILE AND GRADE SEE SHEET NO.31 DRAWING NO.
Z 0 10 20
Q SCALE IN FEET T

SEE SHEET I-A FOR INDEX OF SHEETS
¦
SEE SHEET I-B FOR CONVENTIONAL SYMBOLS
¦
END PROJECT v~~{ o~ RAtF~Qz
o ~ ~~UV Ll ~/r~1~ ~UV ~~LJV LJ~J~~~~LIV~ e
401 ~ HOKE ST °q~y~... r. o~~?
z
,~T Boo ~
50 ~ ~9~Fj, 9~.~1- ti ~ ~ .v. ; n
z ~L~' ~ CITY
° ~ FARM -
N WALNU i i
cn CREE 440 40 ~
0
~ ~3
3
PINEOL A VE PECA J
p ~q~W80~p ST
ILEgGNES Rp BEN
sr
BEGIX CONST. BEGIX C011iST.
-YB- STA. 11 +75.00 -Y9- STA. 11 +00.00 END PROTECT
N ST
BEGIN CONST. BEGIN COXST. STA. 95+20.08
-Y¢ STA. 11+00.00 _y~ STA. 12+10.00
~p BEGIX CONST.
'ti '~'G~~ -YIO- STA. 10+63.43
M~Q
~~5~ ~w b ~ ~/a, IN CONST. ` Il- STA. I7+75
BEGIN PROJECT ~ BEGIN COXST. t" rye
-Y3- STA. 11+70.00 ~
~ y F 1~ 1sn I~ ~ ~ now~TO
VICINITY MAP N.r.s ~ ~l ~
P~ crrY F 16
s
12 ~ 3 ~S
6 7 8 g 10 Sp
y BEGIN PROJECT 1~
~ _
~O
U STA. 16+89.97 ' a 'r.~uxc x ' Tx~z ,~0
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c~ ~ -Y12- STA. I1+80
,~w ~ ~ ~
R~3 GRAPHIC SCALES
~T IN FEET
y~ -Y6- STA. 11+90.00 N
1~R~~,gIdIINAR~ 1~lLANS _ + qy 20 O 20 40
DO NOT USE FOR CONSTRUCTION
y PLANS G
INC~MIl~]L1E~']E ~g,ANS
s DO NOT USS FOR R/ W ACQUISITION
20 O 20 40
PROFILE (HORIZONTAL)
Plans Prepared By: WILMIII tGT011 t STREET REH~ TGS ENGINEERS
;HABILITATl011t 4 4 S
PROFILE (VERTICAL)
SUITE 141 FROM RUSH STREET TO 975 WALNUT STREET
'O B~ZIDGE
CARP, N.~. 275.. OVER 11tORFOLK-SOUTHER11t TEL. N0. [phone]
~11t RAILWAY DESIGN DATA
2002 ADT= 25,400 VPD
~ 2022 ADT= 41,400 VPD
D = 55
DHV = II
E N G I~ THIS PROJECT C011lSISTS OF GRADIII tG, DRAI11lAGE, P SIDEWALK, SIG11lALS, PA VEME11 tT MARKINGS, A11 tD sE, PAVI11tG, CURB ~ GUTTERS T = 5%
ND UTILITY ADJUSTME11tTS (DUALS = 3% TTST = 2%)
V = 50 MPH DESIRABLE
r 45 MPH MINIMUM
PROJECT
LENGTH OF PROJECT = 1.483 MILES
J. RUSSELL ALLEN ~~,~~~n ~
CHARLES MEEKER
AND PE OT 2002 IFI TI N, Z ~ m TI N 0
e p N N
a
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City Farm Rd
12 -c- -ri2- O
21 PI Sto TT+58.52 PI Sta 10+47.09 U
p= 1P33'31.4'(LTl p= 14'30'16.9'(LTl
b 2 D=0'59'59.7' D=1529'Ol2' g3
io 4 C = 155.96' _ ' ,l L 93.67 N~ a
1 ob T =579.95' T =47.09' 0
ilmin ton ' 184 Wilmin ton R = 5,730.00' R =370.00' 9 9 BEGIN CONST.
st 134 st = 0.02 = 0.02 O -Yll - STA.17+15 p ~ Lam,
H emax - emax 233 CITY OF RALEIGH ~ ~ O
15 4 ~ al's /
25 7 Z 15Z~~ O Ex~ r
'Y I
21 : ~o r vw F ~
37 0 ~L / S
w i 5 1
~ 2002 ADT Gty Farm ~ r t~ POFBAN r
~ 2025 in Hundreds R d / ~ a ~ ~ o®
a
0 4 ,y r ^ ~ - ~
w ~ ® a
~ WATERWORKS II LLC
vii DB 8938 PG 2666 3.~ .sirl~ , 6 D ~
BM 2001 PG 574 cs 0 r
REAL ESTATE IDS 0283091 ~ ~ Q~. ~ ~
r~ BEGIN &G F Q~ i
~0 ti ~ G ~
F ~ 161
~ TOP OF BAI TOP OF Q BANK ~ ~ ~ r/ ~ /
l ~o o ~ ~ ° X~'~i p F REBUILC ~ o 1 ~ S S 2G1 -
0 - - REBAR ~0 ~,F " F P ~ti
- EXISTING R/W , ~ ~ 49
REBAR - - - ~ _ <v F ~ ~ - REBAR ~;~P~~ Is°~ ~ - - ci
~ ~ V - -
~ - -Yll STA. !l+ ti - o ~ RET/~IN
SEE OUTL WOODSLINE ET PROTECTION _ DETAIL 1, SHT EC-1 ~ ~ ~ 4126 5 o r a~ 30~
GRASS La = 10' - / ~ ~ , ~ ~ - ~ 0 ~
I W = 11.5. - o REMOVE !E TO _ ~
1 0 1E To b ~ 1 F ~
M GRADE T EXISTIN %EXISTIN l 0 DRAIN EXISTING II ~ _ ~ - L R- ~o ~ / GUARD
GUARD AIL GUAROR, • SS PP SS Ss Ss ss ss RAIL + _ c ~
z LQ ~ ° ~ cRass T r H ~ ~ c ~ ~
CL B RIP RAP PP Z / F ~ ~ 1 .Ol
a o 1h EST. 6 TONS V F LT ~i F / 1 +30 ~ W
EST. 16 SY F.F. ~ - F p0 - - / ~ I 1 W - ~-T,ITC- .00 z
~ W F CAT-1 -s- . w W ~ - - I _ / +40 ~
c PROP. 5 SW - _ L- :c I ~ Z
Y 4-15 RCP o ~ I - w o I- -1- O - - f
° V n '-1 "RCP CB m Q PROP. 2 -6 C&G 5Q ~ ~ r l9 ~ Ln
o ~ B CB I 00
W ~ WILMINGTON STREETS 15 53 li ~ ~ O 24'CONC BL ~ 154 I I 00
I 0. 1'_, I 1 ~ ~Z H ~
_ _ _ _ _ _____sws,Z SEE ETAI SHE w ~ 2D }
V t'~OL V Q Q I- m w teal FOR P EST IAN EFUGE
F- PROP. I'- " - - _ ~ ~ 0 6 C&G 5 w cn ~ o, _ _ rn I to w ~ cn ~
~ ~Y - 160 = Q w tea,
~ ~ N 15' 20' 59 ~ CB 4-15" RCP ro .T E '-1 " P PROP ~ - Cg OSED RAISED GRASS MEDIAN ~ ~ o ~ Cg , ; ~ I Nom ~ w ~ _ ~ ~ N ~ I CB J ~ z r., ~
c.~ ~ 155 - BST I ~ H ~ Z U
" G ~ ~ . I 6 C& GRASS V ~ ~ PROP ~ _ , o Y I asr .3 P W cn z a z
Q N Q 149 150 151 _ ._`_--__REM0IIE J ~ - ~ m Y ~ PLUC ~ , r R Z WW3
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r- ~ °0 ~ - - ~ Q J C~ZI~QW I I bm = F-(nQ'U~ 0159 ~ _
a _ _ _v - s. e~:-____ • N N~ ~O~ ~
• O t ~ V o ~ J F- I ~ F-
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n 24' CONC PROP. 2'-6 C&G - ~ 12' O.S ~ ~ 176 -15 RCP 14 12' O.S.. I ~ a N 4 O.S.
B I I N
W - ~ N o - .(~9--- 6 C&G ~ w
Z PROP - __-:z ~ -~___T _ ~---z----~-- ~ _ . 8 MULTI USE PATH ( - _ - - Z BST1 - - - - - -68 ROP.2 z P o W ~ +40 +40 .5 ~ ~ ~
r rn PROP Q ~ m
a ~ _ - - ~ ~ PLUG ~ a ~ ~ o
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~ ~ _ / ~ ` MTL 0 \ ATy ~ .02 / z w W BST) 58 o m a
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w ~ ~ ~ --~F M~ F ~ \ 0 o GA. N ~ i o ~ w ~ w
v wooD ~ ~ ~ ~ ~ _ 1 15:1 \ SLINE • r 1~ ox o s GQ ~ g, SIGNAL B O V1
° - PP TAPE ~ I- ° F
CL B RIP RAP: 7 TONS REMOVE WOOD LINE N FILTER FABRIC: 22 F \ ~C ~ 2 ~ ~ ~ \ 3 ~ o +oo b ~ D LINE ~ R ONE ~ IO ~ G ~
w PREFORMED s. Y' EXISTIN SCOUR HOLE ~ td / ~ GIN ~ ~ II • ~ PLUG/ 2A 3 0 0 Y
> SEE DETAIL B GUARD AI (25.00 -L- ~ L ~ o SIG L ~ ~ ~ ~ 4C~° ° Cg 30 oNC AIN - - ° _5 ,50'
50' 2 IOO.OOFT BUFFER ZONE 0 8~0 - R o ° -
_ - NF ~ ~ - 7~ „ - R= 5830.00 8 - 5 ING R/W L- 760.5 I - - -
EXISTING R/W - - - - L= 354.82 5830.00 - _ - _ - EXISTING R/W - RCP P - 'gyp N7"31'42'E Chd= 759.97 - _ - - ~ CB
~VF 13 36 23 Chd= 354.76 ~-~Q- , Q DATE ~ cB CK
I 7 ~ TOP OF IOO.ODFT 41 6 ~ 56 + _ 157 98.00 L
BANK _ _ = CL B I + FILTER - CL B RIP RAP 16 TONS 57 j 100.OOFT TECHNICIAN ~ - FILTER FABRIC: 30 S. Y. _ ~
SEE 0~ Yl2- Sta.l +00 = 2 - DETAIL a SEE OUTLET PROTECTION ~ ~ ~ W
ON -L OC Sta. 7 + 2.80 °~'~L -Y12- +08.85 m DE x CHECKED BY: ;0 P N ~
F~ 69.86FT i 0 +31.00 -Y12- -Yl2
0 p 34.DOFT U 30. D ~
20 N .02 +08.00 -Y12- ~ 02 ~
F? 40.OOFT ' ~ l~ cn N0. DATE N 1
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21 ~ TDE S, 1 CITY OF RALEIGH
0 ~ ~ DB 2466 PG 193 a a +31.00 ~ ~ N c~ ~ REAL ESTATE ID•
E 35.OOFT ~ 0072801 ~Q / ~ Q W m nl m
m CITY OF RALEIGH ~ REAL ESTATE I0~ 0121397 - SCALES m
z Z Z HORIZ. ~ 1" -20' N
+40.46 -Y/2
i +43.00 -Y12- ~ 3 I2oooFr - - +35.00 -Yl2 35.OOFT ~ o f I$~LIMIN~I$Y ]~L~N~
a 79 nnFT W DO NOT USE FOR CONSTRUCTION PRO J . N0. ADJUST 0 T1E TO EXIST. C&G
~ ~ rVl I ,Henn vin
CB 1 ? r^ r~~.vv r lLl INCOMPLETE PLANS
FOR -L- PROFILE AND GRADE SEE SHEET FOR -Y11 - GRADE SHEET SHEET NO. 25 P,30.60FT,34.00FT DO NOT USE FOR R/W ACQUISITION SHEET NO.
o _ SHEET N0.31 W
V) / FOR -Y12- PPR~OFI ILE AAND G RADE SSEE SHEET z END CONST. 20 14 TIE TO EXIST. C&G a 0 40 of E SHEET N0.32 -Yl,9- ST A n+Rn
+ II E 95.00 DRAWING No. 10 20 -CD
SCALE IN FEET
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p= 39' 05'40.4" (RTl p= 73' U' 09.8" lLT) ~ / /
- ~ ~ - ~ HISTORIC PRESERVATION D-21'5401.7 D-5T 1744.8" - / / =SERVATION / / / /
L =178 ' L = 127.7 ' FOUNDATION OF NC INC .51 3 OF NC INC / / /R / spa a
- T = 92.89' T = 7425' RESAR / / /5 / ~
R = 261.62' R = 100.00' / / f / 0 / /
= OA = 0.02 2 / / g3 / ~ Np0 /
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G NOTE: aBaND (96.44 .5 / ~ / / / q5 / / / O
2.OOFT ~ 5 A ~ 0 1 BUFFER AREAS TO BE PLANTED, BY OTHERS, 3/9 ~ 3 ~3 j / 5
5 ~ EXIST. P/L / A• G . WITH A MINIMUM OF TWO (21 SPECIES OF i ~ 9 tJ~ 3g / ~i~ / / /9A E / / / E~
Q ~ / ~ NATNE HARDWOOD TREES AT A RATE OF AT i~ ° air'/ F~ / / /
~ ti° ~ yJSt / LEAST 320 TREES PER ACRE. ~ ~ _ . ~ O ~ ~
+ ~ ~ / 26.00 ~ _ / / / o
56.00 - /
o CITY OF RALEIGH 6 ~ - / w ~ 30 5~ _ REAL ESTATE ID 0102968 E A Aj _ / / / E
~ PA ~35 e o°0 ~ VEMENT TO BE REMOVED + cM / ~ i / ~ ~ i / ~ g5
28.56 ,5 ~ \ 50 BUFFER ZONE G w, i ~ 3 / / b - $ /
o ~ 43.62FT ~ N ~ \ o ~ N~ / / ~ S - REBAR ~
a EXIST. R/W , _ ~ z o \ ~ ~ . ~ ~
2~ \ \ ~/i ~ / / _ _ ~ ~
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+90.89 ~ 2 ~ ~ ~ - ~/o• , ~ -Y10 PCSt .117 • PCSt . !1+03.34
1 ~ 2 ~ 25.67FT ti ; ,
1 50' BUFFER ZONE / K REBAR ~ - ~ ~ ~ +9, +94.31
1 +92J9 +12.17 > ; ~ w 48.N. 1 \ ~ ~ ~ 20 48.15FT
R 25.03 , < z 27J7FT k~~~: < N 1 1 ~ N
EXIST. R/W F X( r ~ ` ,~X, ~ ~ y ~ WATERWORKS II LLC
2 ~ ~ \ ; ~ END C& AND IDEWALK IDEWALK DB 8938 PG 2666 BM 2001 PG 574
~ ~ ~ ~ ~ ~ ~ FES ~ i ~ x ~ ~ o A 1 00.00 00.00 R A E L ESTATE ID 0283091
R= ~ +07~ 1~ ~ ~ ~ `~1'`k ' ~1 ~ ~ 1 PP W ELE
Y9 Sta ll 0929 E~ ~ , ~ ~ ~ , ~ y 1 Q `r~
BACK OF CURB (23 sT a , . } ~N ~ , FES +50.83 +50.83
o / TEV sT ~ ~ cRass / 59.60FT i9.60FT
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w Cpl, c FROM 2'-6" 100.53FT z w
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_ T 135 136 ~ _ - + CAT 1 - ~ ~ F LT ~ W I- N F F wm Z r' O
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~ CONC CB ~ ~ ~C ~ W ~ Di ~ 8`--15" RCP 5z
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~ •p j~; ~ ~ ~ ~ 141 O~ Cam., CB 146 n 176 -15 = ~ 'S 100'-15" RCP PROP. 2'-6 C&G B RCP
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OP. 5 SW CAT-1 _ z to . 8 MUL 1-U PATH ( T1 Q GRAU 350 PROP. 8MULTI-USE PATH (BST) 14
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V 250'TRANSIT/ON (LT & RT1 ~ ° ° ° Ba ~ 1 ~ SB o °oo 00 0 0~0`'~^ 1 - - ~ - . . _ CHECKED BY =
~0 0808 -Y9- PO Sto.12+27.36 ~ o ~ ~ 1
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STING I EXI 1___ N0. DATE
RIP RAP GRASS
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ZONE 1 ZONE 2 ZONE 2 ZONE 1 50 BUFFER ZONE N
50 BUFFER ZONE 0
w m ° SCALES
m
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c~ z ° I~I$]ELINIINARY ]~L~NS
3 a - DO NOT USE FOR CONSTRUCTION PROJ. N0. n
INC®NII~LL~°]E I~L~N~
PROPOSED ADDITIONAL IMPERVIOUS AREA _ CITY OF RALEIGH 4,210 SF REAL ESTATE ID* 0121391 FOR -L- PROFILE AND GRADE SEE SHEET N0.24 ~ ]DO NOT USE FOR RAW ACQUISITION I SHEET No.
FOR -Y9- PROFILE AND GRADE SEE SHEET N0.30 zo o ao 13 of
Z Q FOR -Y10- PROFILE AND GRADE SEE SHEET N0.3/ io Zo DRAWING NO.
SCALE IN FEET
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SEE SHEET I-A FOR INDEX OF SHEETS
¦
SEE SHEET I-B FOR CONVENTIONAL SYMBOLS
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4`~{ of R,~tF~`y
END PROJECT
o ~ ~~IJV~~/r~1~ ~UV ~~LJV 401 ~ HOKE ST ~ ~I~C~G°~~~lC~ ~
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70 ~ RpRM
WALNU
cn CREE
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CAROLINA ~
PINES A VE PECA
IL D CQ ~FN LD ST EAGNES RD ST
BEGIX CONST. BEGIN COXST.
N ST -YS- STA. 11+75.00 -Y9- STA. II+00.00 END PROJECT
BEGIX CONST. BECIN CONST. U STA. 95 +20.08
-Y~ STA. Il +00.00 -y7_ STA. I2+10.00 n
b ~ BEGIX CONST.
'rG~~ -YIO- STA. 10+63.43
~~5~ `~i~
~ v',,, IN CONST.
xw BEGIN PROJECT ~ BEGIN CONST. b' rS 4~~ 1- STA. 17+75 Ig T
- STA. 11+70.00 ~ 18 N o,~ ~ ~ ~rcN
VICINITY MAP N.T.s ~ ~
F IAgM RD 1 ~ T~ ~To
s ~ w 4
15
y~~ 5 7 g ~9 ~ _ l0 II I2 13
~ So
BEGIN PROJECT
U STA. 16+89.97 ' j ~tuxs x zxEET ~ ~o
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n END CONST.
~w o~. ~ C., n ~ -Y12- STA. 11+80
Q~ ~ GRAPHIC SCALES
y~' -Y~ ST . ll +90.00 ~t1N IN FEET
3~~
YDI3]E1L~NIINAR~ Y~1L.~NS xsT - + qp 20 O 20 40
DO NOT USE FOR CONSTRUCTION O
y
.ww~ INC~M~]L]E~°]E 1D~,.~NS ~j PLANS
DO NOT USE FOR R/W ACQUISITION a~
20 O 20 40
PROFILE (HORIZONTAL)
P~a~s Prepared By: WILMIII tGT011 t STREET REH TGS ENGINEERS
HABILITATI011t q ~ 4 8
SUITE 141 FROM RUSH STREET TO 975 WALNUT STREET
CARP, N.~. z~5~~ OVER 11tORF4LK-SOUTHER11t TEL. N0. [phone] O BRIDGE PROFILE (VERTICAL)
'11l RAILWAY DESIGN DATA
2002 ADT= 25,400 VPD
2022 ADT= 41,400 VPD
D = 55
E N G I~ THIS PROJECT C011lSISTS OF GRADI11lG, DRAI11 CAGE, P SIDEWALK, SIGIITALS, PA VEME11 tT MARKINGS, A11 tD r
'rE~ PAVI11lG~ CURB F~ GUTTERS DHV _ 15
!1tD UTILITY ADJUSTME11lTS (DUALS = 3% TTST = 2%)
V = 50 MPH DESIRABLE
45 MPH MINIMUM
PROJECT
LENGTH OF PROJECT = 1.483 MILES
J. RUSSELL ALLEN
r`1..1 A DI CC AACCIICD
G H If V CI~I~ La LI~ I La C~ C~ G°~ NC DOT 2002 STANDARD SPECIFICATIONS 4TIONS lff~%IXLL`j iVILLLIXLn
HAVOR C,j C\j