20020438 Ver 1_COMPLETE FILE_20020325

0? WAT ?R Michael F. Easley
O pG Governor
co William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
O Alan Klimek, P.E., Director
Division of Water Quality
August 12, 2002
Mr. Carl Dawson
City of Raleigh
PO Box 590
Raleigh, NC 27602
Subject: Stormwater Swales
Strickland Road Widening
Wake County, NC
DWQ# 020438
Dear Mr. Dawson:
This Office is in receipt of the plans dated March 25, 2002 and amended August 5, 2002 for the
stormwater management swales at the subject facility prepared on your behalf by TransSite Consulting and
submitted to the Division on August 7, 2002. Staff from the Wetlands Unit reviewed the plans and found them
acceptable for removing nitrogen. Please note that this approval is for water quality purposes only and shall not
be construed as an approval of the design for dam/outlet structure integrity, Dam Safety, public safety, or flood
attenuation purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
I
'
K?.
.
?Jn R. Dornds Unit Superv' occ: Mr. Todd St. John, Wetlands Raleigh Regional Office
James Byrd, PE, 1300 Paddock Drive, Suite G-10, Raleigh, NC 27609
File
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 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
TRANJITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS -PLANNERS •cEI
August 7, 2002
Mr. Todd St. John, P.E. [ + cS
North Carolina Division
of Water Quality (NCDWQ) Eaf'' /
401 Wetlands Certification Unit
1650 Mail Service Center Drive ?,,? Wrl
Raleigh, NC 27699-1650
RE: City of Raleigh Project PW 2002-4
Strickland Road Widening and Leadmine Road Extension
DWQ Project No. 020438
Dear Mr. St. John:
Thank you for the opportunity to meet and review the Stormwater Management Plan for the referenced
project on July 31, 2002. Pursuant to our discussions and agreements reached at that meeting, we have
revised the grass swale designs on Sheets 7 and 13 and submit them for approval. As discussed on Sheet
7, the drainage from Inlet #42 was removed from the grass swale allowing it to meet all required design
criteria. The swale from -L- Sta. 50+20 to 51+55 (RT) now provides 135 LF of treatment for 1.33 acres
of drainage area.
On Sheet 13, we were not able to meet the length criteria for grass swale design left of -Y- Sta. 49+50
with the revisions discussed due to the drainage area distribution once the systems were separated.
Therefore, an alternate design extending the grass swale from -Y- Sta. 49+20 to 51+50 (RT) was
performed. This proposed enhanced grass swale provides 345 LF of treatment for 2.70 acres of drainage
area. In order to meet the velocity criteria for this swale, 0.5' high false sumps (permanent ditch checks)
were added to reduce the effective slope.
Based on the above noted revisions and agreements reached at our July 31, 2002 meeting, the Stormwater
Management Plan for the Strickland Road Widening and Lead Mine Road Extension Project now meets
the criteria for approval by providing 568 LF of appropriately design grass swales for 5.67 acres of
additional impervious drainage area. We have enclosed for your use and files revised Plan Sheets 7 and
13, revised Profile Sheet 20, revised Cross Section Sheets XS-40 and XS-41 and a revised Stormwater
Management Plan. Please contact us if there are any questions or you wish to discuss the enclosed
material.
Sincerely,
TranSite Consulting Engineers, Inc.
J W*J-4 (t., ?
James A. Byrd, P.E.
enclosures
cc: Samir Bahho, P.E., City of Raleigh
John Eick, P.E., Carter-Burgess
Doug Saunders, P.E., TranSite Consulting Engineers
Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone [phone] • Fox(919)873-2404
City of Raleigh
PW 2002-4
Wake County, NC
Strickland Road Widening and
Lead Mine Road Extension
STORMWATER MANAGEMENT
PLAN
Prepared by:
TranSite Consulting Engineers, Inc.
1300 Paddock Dr., Suite G-10
Raleigh, NC 27609
PROJECT INVOLVEMENT
The proposed project consists of widening existing Strickland Road from a two lane section with
roadside ditches to a five lane curb and gutter section from Creedmoor Road to Harvest Oaks
Drive. The project also involves the realignment of existing Lead Mine Road south of Strickland
Road and the extension of Lead Mine Road to the north. The proposed Lead Mine Road
extension will be a four lane curb and gutter section.
The proposed project contains one existing crossing of an Unnamed Tributary to Lower Barton
Creek, one existing crossing of an Unnamed Tributary to Mine Creek and one new crossing of an
Unnamed Tributary to Mine Creek. See Table 1 for a detailed list of the jurisdictional streams
and proposed crossings.
Table 1. Jurisdictional Stream Crossings
Stream Name Drainage Area
(ac) Existing Crossing Proposed Crossing
UT to Lower Barton Creek 34.4 1 @ 30" RCP I @ 42" RCP
UT to Mine Creek 106.0 2 @ 24" RCP 1 Ca) 7' x 6' RCBC
UT to Mine Creek 35.1 N/A 2 @ 36" RCP
A review of the Environmental Assessment and Environmental Sensitivity Maps indicates that
there are no High Quality Waters (HQW) or Water Supplies (WS-1 or WS-II) within 1.0 mile of
the project.
Based on the Division of Environmental Management (DEM) Classifications of the impacted
streams, none of the sites listed in Table 1 requires "Special Consideration".
Page I
POTENTIAL IMPACTS
The project is located entirely within the drainage basin of the Neuse River and is therefore
subject to the requirements of 15A NCAC 2B .0233, the Neuse River Riparian Buffer Rules. The
purpose of the Rule is to protect and preserve riparian buffers in the Neuse River Basin to
maintain their nutrient removal functions.
The Neuse Riparian Buffer Rules require that a 50-foot wide riparian buffer directly adjacent to
surface waters in the Neuse River Basin be maintained. The Rule also requires that concentrated
runoff from new ditches or manmade conveyances be converted to diffused flow before the
runoff enters the riparian buffer or demonstrate that diffused flow is not achievable.
BEST MANAGEMENT PRACTICES (BMPs
As noted in Table 1, the proposed project contains three jurisdictional stream crossings. All three
crossings meet the requirements of 15A NCAC 2B .0233(3) requiring treatment of stormwater
runoff. Per discussions with and direction from NCDWQ, only the additional impervious areas or
new construction in the riparian drainage basins will require treatment. Also in accordance with
discussions and direction from NCDWQ, if site conditions in the riparian areas do not allow for
construction of treatment devices, the devices can be located in non-riparian areas of the project.
The following discusses each crossing, the BMP proposed or a justification for alternative
designs:
Site 1 (Sub-Basin 2) - UT to Lower Barton Creek (-L- Sta. 28+03)
The proposed work at Site 1 involves widening both sides of Strickland Road (-L-) and the
replacement of the existing 30" RCP with a 42" RCP. Within this sub-basin, 2.12 acres of
additional impervious area will be added. Based on "Level Spreader" design criteria in
Forested Areas, all four quadrants surrounding the stream have natural ground slopes through
the buffer in excess of 6% (Northeast = 15.4%, Southeast = 11.8%, Southwest = 8.7% and
Northwest = 12.5%). Since level spreader design criteria can not be met, 212 LF of grass
swales will be required to provide treatment.
Page 2
Site 2 (Sub-Basins 4 & 5) - UT to Mine Creek (-L- Sta. 66+15)
The proposed work at Site 2 includes widening both sides of Strickland Road (-L-) and the
replacement of the existing 2 @ 24" RCP's with a 7'x 6' RCBC. The existing crossing is
severely undersized and has caused Strickland Road to overtop on several occasions. Within
this sub-basin, 2.28 acres of additional impervious area will be added. Based on "Level
Spreader" design criteria in Forested Areas (Northwest and Northeast Quadrants) and Grasses
Areas (Southeast and Southwest Quadrants), all four quadrants surrounding the stream have
natural ground slopes through the buffer in excess of 6% and 8% respectively (Northeast =
9.1%, Southeast = 20.0%, Southwest = 16.7% and Northwest = 18.7%). Additionally, any
proposed measures located in the Northwest quadrant would be located within the limits of
the proposed buffer. In the Northeast and Southeast quadrants, any proposed measures would
create "Hydraulic Encroachments" on the adjoining properties. Since level spreader design
criteria can not be met, 228 LF of grass swales will be required to provide treatment.
Site 3 (Sub-Basin 6) - UT to Mine Creek (-L- Sta. 66+15)
The proposed work at Site 3 involves constructing a portion of Lead Mine Road (-Y-) on new
location North of existing Strickland Road and installing 2 @ 36" RCP's. Within this sub-
basin, 1.27 acres of additional impervious area will be added. Based on "Level Spreader"
design criteria in Forested Areas, two of the four quadrants surrounding the stream have
natural ground slopes through the buffer in excess of 6% (Southeast = 21.0% and Southwest
= 12.1%). Additionally, the slope of natural ground in the Southeast Quadrant towards the
proposed roadway precludes a level spreader from being constructed. In the Southwest
Quadrant, any proposed measures would also create a "Hydraulic Encroachment" on the
adjoining property. In the Northeast Quadrant, the buffer limits, wetland limits and slope of
natural ground towards the proposed roadway preclude a level spreader from being
constructed. Due to the presence of a gravity sanitary sewer line and wetlands running
parallel to the proposed roadway, the Northwest Quadrant is not suitable for construction of
any measures. Since level spreader design criteria can not be met, 127 LF of grass swales
will be required to provide treatment.
Page 3
Based on the additional impervious areas at Sites 1, 2 & 3 (Sub-Basins 3, 4, 5 & 6) of 5.67 acres,
567 LF grass swales are required. See Table 2 for a list BMPs provided, their location and the
length of grass Swale provided.
Table 2. BMP Type / Location
BMP Plan Sheet Location Length of Grass
Swale Provided (LF)
Grass Swale 7 -L- 50+20 (Rt.) to 51+55 (Rt.) 133
Grass Swale 9 & 11 -Y- 19+66 (Lt.) to 20+45 (Lt.) 39
Grass Swale 11 -Y- 22+65 (Rt.) to 23+50 (Rt.) 74
Grass Swale 13 -Y- 47+15 (Rt.) to 48+05 (Rt.) 52
Enhanced Grass Swale 13 -Y- 48+05 (Rt.) to 51+50 (Rt.) 270
568
DESIGN DETAILS
Design details for the grass swales and enhanced grass swale are shown on the Roadway
Design Plan Sheets designated in Table 2.
Page 4
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TRANJITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS •PLANNERS- (EI
June 14, 2002
Mr. Todd St. John, P.E.
North Carolina Division
of Water Quality (NCDWQ)
401 Wetlands Certification Unit
1650 Mail Service Center Drive
Raleigh, NC 27699-1650
RE: City of Raleigh Project PW 2002-4
Strickland Road Widening and Leadmine Road Extension
DWQ Project No. 020438
Dear Mr. St. John:

Pursuant to your review comments dated May 31, 2002, please find enclosed for your review and
approval a "written" Stormwater Management Plan for the Strickland Road Widening and Lead Mine
Road Lytension Project. The following are your comments and our responses:
1. Diffuse Flow Through Entire Neuse Buffer.
The submitted design does not indicate if diffuse flow of stormwater can be achieved on all
buffered streams. It must be demonstrated that diffuse flow is unachievable in all cases
before alternative nutrient reduction measures can be considered. It is recommended that the
Level Spreader Design Suggestions that can be found at
httf?;/,/h2o.ehnr.state_nc.us/ncwetlands/mitrest.html be used to make these determinations.
As discussed, reviewed and agreed upon on several occasions, the site topography
surrounding the three "riparian " streams on this project does not allow for the construction
of'level spreaders. At all locations, the slope of natural ground through the buffer exceeds
the allowable slope as outlined in "Draft Level Spreader Design Options, Version 1.0" dated
October 10, 2001. For that reason and per your direction, "Grass Swales" were designed to
provide treatment of the stormwater runoff and satisfy the requirements of .15A NC9C 2B
.0233. A written Stormwater Management Plan that outlines why level spreaders were not
used is provided for your use.
2. Grassed Swales
The locations, lengths, typical detail for any grass Swales must be clearly marked on the
plans. The information in the application indicated that 607 feet of appropriately designed
grassed swales would be provided. Velocity calculations, drainage area and slope of the
swales must also be provided (and matched with the Swale) to show that each swale is
designed according to the NCDENR Stormwater Best Management Practices Manual, April
1999.
Page 1 of 3
Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone [phone] • Fax [phone]

Upon review of the grass swale data provided in the application, we found that 665 feet of
appropriately designed grass swales are provided, not the 607 feet noted. Therefore, the plan
submitted provides an additional 98 feet of grass swale required amount of 567 feet. The '/2
size set of plans provided with the PCN Application contains all the information requested
above. The "swale comps" are hand written on the appropriate plan sheet and leadered to
the grass swale. The following data is provided:
• Drainage Area (DA)
0 "C" Factor (C)
• Slope (S)
• Manning "n " Value (n)
• 2-yr Intensity (0)
• 2-yr Discharge (Q2)
• 2-yr Velocity (V2)
• 2-yr Depth (d2)
• 10-yr Intensity (0)
• 10-yr Discharge (Q2)
• 10-yr Velocity (V2)
• 10-yr Depth (d2)
• Length of Swale Provided (ld)
The plans provided also include details and cross sections showing the ditch (swale)
geometry and roadway profile sheets indicating the proposed ditch (swale) slope. As noted
above, the data requested is and has been provided on the plans you reviewed. We would be
glad to meet with you to review this data, clarify any questions and assist your review and
understanding.
3. Other BMPs
The Division may require other BMPs such as pocket wetlands or bioretention areas be
considered preferentially to grassed swales where space allows. Pre-Application discussion
among myself and representatives of the applicant explored the idea of using pocket wetlands
in certain areas. These options must be considered as the proposed grass swales may not
achieve adequate nitrogen removal to be considered in lieu of diffuse flow through the entire
buffers. I can be reached at [phone] to discuss this issue.
Pre-Application meetings discussed one area as a possible site for a "pocket wetland ". That
area is located at the intersection of -Y6- (Baileywick Road) and the YMCA entrance drive.
As discussed and reviewed at our last meeting on June 6, 2001, the area in question is not
suitable for a pocket wetland since no additional right-of-way is to be acquired and all
utilities currently in place are to remain within the dedicated right-of-way. Those utilities
include three underground telephone lines a fiber optic television line and an additional
television line.
Page 2 of 3
TRANJITE CONSULTING ENGINEERS, INCORPORATED
It was our understanding along with our clients understanding of your direction that if "grass swale"
criteria could be satisfied within the limits of this project, we will have met the minimum requirements for
stormwater approval. If this is not the case and the additional information provided does not address your
concerns, please contact us to schedule a meeting to discuss the project and identify additional
requirements.
Sincerely,
TranSite Consulting Engineers, Inc.
J W*1,4, (f. " - PJ tkv-
James A. Byrd, P.E.
enclosures
cc: Samir Bahho, P.E., City of Raleigh
John Eick, P.E., Carter-Burgess
Doug Saunders, P.E., TranSite Consulting Engineers
Page 3 of 3
TRANJITE CONSULTING ENGINEERS, INCORPORATED
City of Raleigh
PW 2002-4
Wake County, NC
Strickland Road Widening and
Lead Mine Road Extension
STORMWATER MANAGEMENT
PLAN
Prepared by:
TranSite Consulting Engineers, Inc.
1300 Paddock Dr., Suite G-10
Raleigh, NC 27609
PROJECT INVOLVEMENT
The proposed project consists of widening existing Strickland Road from a two lane section with
roadside ditches to a five lane curb and gutter section from Creedmoor Road to Harvest Oaks
Drive. The project also involves the realignment of existing Lead Mine Road south of Strickland
Road and the extension of Lead Mine Road to the north. The proposed Lead Mine Road
extension will be a four lane curb and gutter section.
The proposed project contains one existing crossing of an Unnamed Tributary to Lower Barton
Creek, one existing crossing of an Unnamed Tributary to Mine Creek and one new crossing of an
Unnamed Tributary to Mine Creek. See Table 1 for a detailed list of the jurisdictional streams
and proposed crossings.
Table 1. Jurisdictional Stream Crossings
Stream Name Drainage Area
(ac) Existing Crossing Proposed Crossing
UT to Lower Barton Creek 34.4 1 @ 30" RCP 1 @ 42" RCP
UT to Mine Creek 106.0 2 @ 24" RCP 1 @ 7' x 6' RCBC
UT to Mine Creek 35.1 N/A 2 @ 36" RCP
A review of the Environmental Assessment and Environmental Sensitivity Maps indicates that
there are no High Quality Waters (HQW) or Water Supplies (WS-1 or WS-II) within 1.0 mile of
the project.
Based on the Division of Environmental Management (DEM) Classifications of the impacted
streams, none of the sites listed in Table 1 requires "Special Consideration".
Page 1
POTENTIAL IMPACTS
The project is located entirely within the drainage basin of the Neuse River and is therefore
subject to the requirements of 15A NCAC 2B .0233, the Neuse River Riparian Buffer Rules. The
purpose of the Rule is to protect and preserve riparian buffers in the Neuse River Basin to
maintain their nutrient removal functions.
The Neuse Riparian Buffer Rules require that a 50-foot wide riparian buffer directly adjacent to
surface waters in the Neuse River Basin be maintained. The Rule also requires that concentrated
runoff from new ditches or manmade conveyances be converted to diffused flow before the
runoff enters the riparian buffer or demonstrate that diffused flow is not achievable.
BEST MANAGEMENT PRACTICES (BMPs
As noted in Table 1, the proposed project contains three jurisdictional stream crossings. All three
crossings meet the requirements of 15A NCAC 2B .0233(3) requiring treatment of stormwater
runoff. Per discussions with and direction from NCDWQ, only the additional impervious areas or
new construction in the riparian drainage basins will require treatment. Also in accordance with
discussions and direction from NCDWQ, if site conditions in the riparian areas do not allow for
construction of treatment devices, the devices can be located in non-riparian areas of the project.
The following discusses each crossing, the BMP proposed or a justification for alternative
designs:
Site 1 - UT to Lower Barton Creek (-L- Sta. 28+03)
The proposed work at Site 1 involves widening both sides of Strickland Road (-L-) and the
replacement of the existing 30" RCP with a 42" RCP. Based on "Level Spreader" design
criteria in Forested Areas, all four quadrants surrounding the stream have natural ground
slopes through the buffer in excess of 6% (Northeast = 15.4%, Southeast = 11.8%, Southwest
= 8.7% and Northwest = 12.5%). Therefore, grass swales will be used to provide treatment in
lieu of level spreaders for this site.
Page 2
Site 2 - UT to Mine Creek (-L- Sta. 66+15)
The proposed work at Site 2 includes widening both sides of Strickland Road (-L-) and the
replacement of the existing 2 @ 24" RCP's with a 7'x 6' RCBC. The existing crossing is
severely undersized and has caused Strickland Road to overtop on several occasions. Based
on "Level Spreader" design criteria in Forested Areas (Northwest and Northeast Quadrants)
and Grasses Areas (Southeast and Southwest Quadrants), all four quadrants surrounding the
stream have natural ground slopes through the buffer in excess of 6% and 8% respectively
(Northeast = 9.1%, Southeast = 20.0%, Southwest = 16.7% and Northwest = 18.7%).
Additionally, any proposed measures located in the Northwest quadrant would be located
within the limits of the proposed buffer. In the Northeast and Southeast quadrants, any
proposed measures would create "Hydraulic Encroachments" on the adjoining properties.
Therefore, grass swales will be used to provide treatment in lieu of level spreaders for this
site.
Site 3 - UT to Mine Creek (-L- Sta. 66+15)
The proposed work at Site 3 involves constructing a portion of Lead Mine Road (-Y-) on new
location North of existing Strickland Road and installing 2 @ 36" RCP's. Based on "Level
Spreader" design criteria in Forested Areas, two of the four quadrants surrounding the stream
have natural ground slopes through the buffer in excess of 6% (Southeast = 21.0% and
Southwest = 12.1%). Additionally, the slope of natural ground in the Southeast Quadrant
towards the proposed roadway precludes a level spreader from being constructed. In the
Southwest Quadrant, any proposed measures would also create a "Hydraulic Encroachment"
on the adjoining property. In the Northeast Quadrant, the buffer limits, wetland limits and
slope of natural ground towards the proposed roadway preclude a level spreader from being
constructed. Due to the presence of a gravity sanitary sewer line and wetlands running
parallel to the proposed roadway, the Northwest Quadrant is not suitable for construction of
any measures. Therefore, grass swales will be used to provide treatment in lieu of level
spreaders for this site.
See Table 2 for a list BMPs provided and their location.
Page 3
Table 2. BMP Type / Location
BMP Location Plan Sheet
Grass Swale -DWY1- 10+60 (Lt.) to 11+50 (Lt.) 5
-L- 50+20 (Rt.) to 51+50 (Rt.) 7
-Y- 19+66 (Lt.) to 20+00 (Lt.) 9
-Y- 20+00 (Lt.) to 20+05 (Lt.) 11
-Y- 21+44 (Rt.) to 22+04 (Rt.) 11
-Y- 22+76 (Rt.) to 23+50 (Rt.) 11
-Y- 47+15 (Rt.) to 47+67 (Rt.) 13
-Y- 48+10 (Rt.) to 49+20 (Rt.) 13
-Y6- 16+65 - 46' (Lt.) to 156' (Lt.) 14
DESIGN DETAILS
Design details for the grass swales are shown on the Roadway Design Plan Sheet
designated in Table 2.
Page 4
North Carolina
Department of Environment and Natural
Michael F. Easley, Governor
William G. Ross Jr., Secretary
June 10, 2002
Mr. Carl Dawson
City of Raleigh
Post Office Box 590
Raleigh, North Carolina 27602
Subject: Project: Strickland Road widening
. County: Wake
'-??
NCDENR
l 8

The purpose of this, letter is to notify you that the North Carolina Wetlands Restoration Program
(NCWRP) is willing to accept payment for wetland and stream impacts associated with the subject project.
Please note that the decision by the NCWRP to accept the mitigation requirements of this project does not
assure that this payment will be approved by the U.S. Army Corps of Engineers and the N.C. Division of
Water Quality Wetlands/401 Unit. It is the responsibility of the applicant to contact these agencies to
determine if payment to the NCWRP for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of
the issued 404 Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated March 25, 2002, the wetland restoration
that is necessary to satisfy the compensatory mitigation requirements for this project is summarized in the
following table. The maximum amount of mitigation that the NCWRP will accept for this project is also
indicated in this table.
Stream
linear feet) Wetland
acres Riparian Buffer
ft)
Impact 480 0.8984 riparian 92,417
Mitigation Maximum 960 1.7968 riparian 92,417
The NCWRP will provide mitigation with an approved combination of wetland restoration,
enhancement or preservation. The wetland mitigation will be provided as specified in the 401 Water Quality
Certification and/or Section 404 Permit for impacts associated with the subject project in Cataloging Unit
03020201 of the Neuse River Basin. The mitigation will be performed in accordance with the Memorandum
of Understanding between the N.C. Department of Environment and Natural Resources and the U.S. Army
Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Crystal Braswell at (919)
733-5208.
Sjnc?erely,
Ronald E. errell,
Program Manager
cc: Cyndi Karoly„ Wetlands/401 Unit
Amanda Jones, USACOE
Steve Mitchell, RRO
file
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: 919 - 733-4984 \ FAX: 919 - 715-3060 \ Internet: www.enr.state.nc.us/ENP/
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST CONSUMER PAPER
,
City of Raleigh
Mr. Car! Dawy n
PC) Box 690
Rahtyk NC MGM
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0e(, ufinent of Environment and Nalco 31 Resouicos
( rt'goly J. Thorpe, Ph I) r' ;tin_t [?i?c?ctc.
10av 21, 2002
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May 23, 2002
DWQ Project #: 02-0438
Wake County
Page 1 of 2
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS,
Wetlands Restoration Program and Neuse River Buffer Rules
City of Raleigh
Attn: Mr. Carl Dawson, Jr.
Post Office Box 590
Raleigh, NC 27602
Dear Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material
in 574 linear feet of streams, 0.76 acres of wetlands and 39,069 square feet of riparian buffers in order to construct
the Strickland Road widening and Leadmine Road extension in Wake County, as you described in your application
dated March 25, 2002 (received March 25, 2002). After reviewing your application we have decided, this fill is
covered by General Water Quality Certification Number 3375. This certification allows you to use Nationwide
Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer
rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge
and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. 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 wetland fills for this project (now or in the future) exceed one
acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval
shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. Deed notifications or similar mechanisms shall be placed on all remaining
jurisdictional wetlands and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later).
An additional condition is that a final written stormwater management plan shall be approved in writing
by this Office before the impacts specified in this Certification occur. The stormwater management plan
must include plans and specifications for stormwater management facilities designed to provide diffuse
flow across the protected buffers or adequate nutrient removal before direct discharge into the channel.
These facilities must be designed to comply with the most recent version of the NC DENR Stormwater
Best Management Practices Manual.
2. You are required to mitigate for impacts to the streams and protected riparian buffers. The required
length of stream mitigation to compensate for impacts to the streams is 166 feet as required under this
Certification and 15A NCAC 2H .0506(h). The required area of mitigation to compensate for impacts to
the protected riparian buffers is 92,417 square feet as required under this Authorization Certificate and
15A NCAC 213.0242.
Micnaer r-. rasiey, uovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
7XV.
in
N`ME-
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.u&/ncwetlands
W A r ?9?G
? r
May 23, 2002
DWQ Project #: 02-0438
Wake County
Page 1 of 2
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS,
Wetlands Restoration Program and Neuse River Buffer Rules
City of Raleigh
Attn: Mr. Carl Dawson, Jr.
Post Office Box 590
Raleigh, NC 27602
Dear Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material
in 574 linear feet of streams, 0.76 acres of wetlands and 39,069 square feet of riparian buffers in order to construct
the Strickland Road widening and Leadmine Road extension in Wake County, as you described in your application
dated March 25, 2002 (received March 25, 2002). After reviewing your application we have decided, this fill is
covered by General Water Quality Certification Number 3375. This certification allows you to use Nationwide
Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer
rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge
and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. 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 wetland fills for this project (now or in the future) exceed one
acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval
shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. Deed notifications or similar mechanisms shall be placed on all remaining
jurisdictional wetlands and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later).
An additional condition is that a final written stormwater management plan shall be approved in writing
by this Office before the impacts specified in this Certification occur. The stormwater management plan
must include plans and specifications for stormwater management facilities designed to provide diffuse
flow across the protected buffers or adequate nutrient removal before direct discharge into the channel.
These facilities must be designed to comply with the most recent version of the NC DENR Stormwater
Best Management Practices Manual.
2. You are required to mitigate for impacts to the streams and protected riparian buffers. The required
length of stream mitigation to compensate for impacts to the streams is 166 feet as required under this
Certification and 15A NCAC 2H .0506(h). The required area of mitigation to compensate for impacts to
the protected riparian buffers is 92,417 square feet as required under this Authorization Certificate and
15A NCAC 213.0242.
A?'T'?A
NC6 NR
micnam r. tasiey, uovemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
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
We understand that you wish to make a payment into the Wetlands Restoration Fund and Riparian
Buffer Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet these
mitigation requirements. These have been determined by the Division of Water Quality (DWQ) to be a
suitable method to meet the mitigation requirements. In accordance with 15A NCAC 2R .0402 and 15A
NCAC 2B .00242(7), this contribution will satisfy our compensatory mitigation requirements under 15A
NCAC 2H.0506(h) and 15A NCAC 2B .0233(9)(C). Until the WRP receives and clears your check
(made payable to: DENR -Wetlands Restoration Program Office), no impacts specified in this
Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted at [phone] if you have
any questions concerning payment into the WRP. You have one month from the date of this
Certification and approval to make this payment. For accounting purposes, this Certification and
Authorization Certificate authorizes payment into the Wetlands Restoration Fund and Riparian
Buffer Restoration Fund to compensate for 166 feet of required stream mitigation and 92,417
square feet of required riparian buffer mitigation for Impacts to 166 feet of perennial stream (UT
of Mine Creek) and 39,069 ft2 of protected riparian buffers; 03-04-02, 27-33-14 river and
subbasin."
If you do not accept any of the conditions of this certification, 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 certification 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 Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at our Raleigh Regional
Office at 919-571-4700.
Attachment: WOC3375
WRP Notification Form
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mac Haupt; Wetland Restoration Program
File copy
Central Files
Todd St. John
John Hennessy
James Byrd; TranSite Consulting
DW 020438
May 22, 2002
Page 2 of 2
NORTH CAROLINA DIVISION OF WATER QUALITY
401 Certification and Authorization Certificate
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500 and 15A NCAC 2B .0233, the City of Raleigh has permission as outlined
below and within the attached authorization certificate to impact wetlands, streams and buffers for the purpose(s) of
constructing the road improvement project. All activities associated with these authorized impacts must be conducted
with the conditions listed in the attached Certification and authorization certificate. THIS CERTIFICATION AND
AUTHORIZATION CERTIFICATE IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM (WRP)
DWQ [OR DELEGATED LOCAL GOVERNMENT] Project No. 02-0438
APPROVAL DATE: May 22, 2002
LOCATION: Raleigh
COUNTY: Wake
BASIN/SUBBASIN: 03-04-02
STREAM INDEX NO.: 27-33-14
As required by 15A NCAC 2H .0500 and 15A NCAC 2B .0233 and the conditions of the Certification and
authorization certificate, you are required to compensate for the above impacts through the restoration or enhancement of
streams and buffers as outlined below prior to conducting any activities that impact or degrade the waters of the state.
166 linear feet of stream channel
92,417 square feet of riparian 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 and Riparian Buffer Restoration Fund per 15A NCAC 2R .0402 and 15A NCAC
26 .0242. If you choose this option, please sign this form and mail it to the WRP 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 WRP.
Signature
WETLANDS RESTORATION PROGRAM (WRP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date
o?0? W ArFRO?
r
> -1
o Y
Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph l),
Acting Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone] f /
LV Fax g 17 3 `(O
Fax To:
?-
Company: Date: ' (?qlo
Number of pages including cover sheet:
Notes or special instructions:
a?-.??oE W A T ?9?G
r
? -i
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
May 23, 2002
\??F WATF9
o OG
co r
O 'C
May 23, 2002
DWO Project #: 02-0438
Wake County
Page 1 of 2
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS,
Wetlands Restoration Program and Neuse River Buffer Rules
City of Raleigh
Attn: Mr. Carl Dawson, Jr.
Post Office Box 590
Raleigh, NC 27602
Dear Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material
in 574 linear feet of streams, 0.76 acres of wetlands and 39,069 square feet of riparian buffers in order to construct
the Strickland Road widening and Leadmine Road extension in Wake County, as you described in your application
dated March 25, 2002 (received March 25, 2002). After reviewing your application we have decided, this fill is
covered by General Water Quality Certification Number 3375. This certification allows you to use Nationwide
Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer
rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge
and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. 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 wetland fills for this project (now or in the future) exceed one
acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval
shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below. Deed notifications or similar mechanisms shall be placed on all remaining
jurisdictional wetlands and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later).
1. An additional condition is that a final written stormwater management plan shall be approved in writing
by this Office before the impacts specified in this Certification occur. The stormwater management plan
must include plans and specifications for stormwater management facilities designed to provide diffuse
flow across the protected buffers or adequate nutrient removal before direct discharge into the channel.
These facilities must be designed to comply with the most recent version of the NC DENR Stormwater
Best Management Practices Manual.
2. You are required to mitigate for impacts to the streams and protected riparian buffers. The required
length of stream mitigation to compensate for impacts to the streams is 166 feet as required under this
Certification and 15A NCAC 2H .0506(h). The required area of mitigation to compensate for impacts to
the protected riparian buffers is 92,417 square feet as required under this Authorization Certificate and
15A NCAC 2B.0242.
'TYw
1?GUEh?' t
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27899-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us)ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
OF W A TF9 Michael F. Easley, Governor

0 ?G William G. Ross Jr., Secretary
? North Carolina Department of Environment and Natural Resources
y
Y Gregory J. Thorpe, Ph.D.
p -r Acting Director
Division of Water Quality
May 23, 2002
Wake County
DWQ Project #: 02-
0438
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS,
Wetlands Restoration Program and Neuse River Buffer Rules
City of Raleigh
Attn: Mr. Carl Dawson, Jr.
Post Office Box 590
Raleigh, NC 27602
rJI ?k
?b
Dear Dawson:
You have our approval, in accordance with the attached conditio hose listed below, to place
fill material in 574 linear feet of streams, 0.76 acres of wetlands and .90 a res of stream buffers for
constructing the Strickland Road widening and Leadmine Road exten ' in Wake County, as you
described in your application dated March 25, 2002 (received March 25, 2002). After reviewing your
application we have decided, this fill is covered by General Water Quality Certification Number 3375.
This certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers issues it.
This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. 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 wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit
expires or as otherwise provided in the General Certification. For this approval to be valid, you must
follow the conditions listed in the attached certification and any additional conditions listed below. Deed
notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters to
notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms
shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever
is later). r,l ___
1. Aadditional condition is that stotmwater shall be directed to sheetflow at non-erosive velocities
through protected stream buffers except as outlined below.
LANCE Nft
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
2. An additional condition is a final written stormwater management plan, shall be approved iii '
writing by this Office before the impacts specified in this Certification occur. The stormwater
management plan must include plans and specifications for stormwater management facilities
designed to provide diffuse flow across the protected buffers or adequate nutrient removal before
direct discharge into the channel to the most recent version of the NC DENR Stormwater Best
V ?r Management Practices Manual hb
We understand that you have chosen to contribute to the Wetland Restoration Program in order to G?KD
compensate for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this
contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). i
According to 15A NCAC 2H .0506(h), feet of restoration will be required. Until the Wetland Rest ,tion
Program receives and clears your check (made payable to: DENR - Wetland Restoration Pro '
wetland or stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5 ext. 358 if
you h• a any estions concerning the Wetland Restoration Program. You have o onth from the date
o Certificati n to make this payment. For accounting purpo 's ification authorizes the
fill o 0.76 acres f iparian wetlands, 514 feet of streams and 0.90 es of buffersj166 feet of stream
J? mitig tion an .13 cres of buffer mitigation are required. Please be aware that the Wetland
ti? R R?stora r am (WRP) rules require rounding of acreage amounts to one-quarter acre
increments (15A 2R.0503(b)).
If you do not accept any of the conditions of this certification, 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. 276 1 1-7447. This certification 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 Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at our
Raleigh Regional Office at 919-571-4700.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mac Haupt; Wetland Restoration Program
File copy
Central Files
Todd St. John
John Hennessy
James Byrd; TranSite Consulting
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 11.0500 and 213 .023 1, The City of Raleigh has permission as outline below for
the purpose(s) of proposed Strickland Road widening and Leadmine Road extension. All activities associated
with these authorized impacts must be conducted with the conditions listed in the attached certification transmittal
letter. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTWETLAND RESTORATION PROGRAM
LOCATION Strickland Road and Leadmine Road
COUNTY: Wake County
BASIN/SUBBASIN
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters
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 wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r .0503(6)
acres of Class WL wetlands
acres of riparian wetland
acres of non-riparian wetlands
166
2.13
acres of Class SWL wetlands
linear feet of stream channel buffers
acres of stream buffer mitigation
(other)
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 NCAC 2R .0503. If you choose this option, please sign
this form and mail it to the Wetlands Restoration Fund 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 RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH. N.C. 27669-1619
[phone]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
e??
Awo%ftmwow ;k
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
Z
P
CCX 1 ?t> s??i r ' (1? a, az'
0 County
DWQ Project # a'aL3
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP, Neuse River
Buffer Rules ',D_ n W, CI.pnu
fear Mr. _DA&_ Ot/1 q'Q
You have our appr a , in accordance with the attached conditions and ose listed below, to place fill
material in of stream .af 01 (a acres of wetlands and acres of stream buffers for the 2
purpose of 'in 1??'e County, as you described in your application dated rAa- ?? tG. a?
19W' After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number . This certification allows you to use Nationwide Permit Number j4 when the
Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .0233). In
addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply _ Z
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless "ab
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
I. Deed tifications r similar meth isms shall be ced on all lot maining ' nal wetlands and waters or areas
wi 50 fee all treams a on s to n the ate in r to assur c nee for fut ater impact.
ies anisms hal put in pl [thin 30 day the date of this letter or the issuance of the 404 Permit (whichever is
later).
An additional condition is that stormwate shall directed to sheetflow at non-erosive velocities through the protected
stream buffers. AKC- AS tip ?? t? 1aA W`•
An additional conditio!(is that a final, written stormwater management plan shall be approved by this office before the
impacts specified in this Certification occur. The stormwater management plan must include plans and specifications for
stormwater management facilities designed to r g to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. he
fa ' ' s o ice, shall be constructe an o
offire d.
4. he appli t is required to contact the Regional Office of th C. Division of water Quality to determine
storm er ma a ent requirements.
al ow idance provided by DWQ in our May 1997 letter for minimizing damage to aq urces until a
final po icy is dev oped in conjunction with DOT. ,,
Division of Water Quality • Non-Discharge Branch Vvf-
1621 Mail Service Center, Raleigh, NC 27699-1621 Telephone [phone] FAX # [phone] -
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer QCm9ss 7
http://h2o.enr.state.nc.us/wetlandc.htmi
J Yl U -6 1 0J- 4-1.1- -F 1 . .rrl1
0 ?`?? 1? cfes
0-X_
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14J?L?
We understand 'ha/ you have chosen t contribute to the Wetland Restoration Program in order to pensate
for these impacts to we ands and/or strea . In accordance with 15A NCAC 2R .0402, this contrib on will
satisfy our co/to:EH ry mitigation requ' ements under 15A NCAC 2H .0506(h). According to A NCAC 2H
.0506(h), feeation will be req red. Until the Wetland Restoration Program receiv and clears your check
(made payabNR -etland estoration Program), wetland or str eam fill shall t occur. Mr. Ron Ferrell
should be co919-73521 if you have any questions concerning the Wetl Restoration Program. You
have one mohe date of t 's Certification to make this payment. For ac unting purposes, this
Certification es the 611 f 119 acres of riparian wetlan
acetfe+ids-Qr f streams, in river and subbasin an a
resferatimr- r L feet of stream mitigation an'd 3 acres of are required.
Please be aware that the Wetland Restoration Program (WRP) rules require rounding of acreage amounts to
one-quarter acre increments (15A 2R .0503(b)).
If you do not accept any of the conditions of this certification, 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. 276 1 1-7447. This certification 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 Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
Attachment
cc: Wiliningt is rtct Corps o n
Corps of Engineers RQ teld Office
-DWQ Regional Office
File Copy
Central Files
MQG \4a v Iron-•F cll; Wetland Restoration Program
Todd St. Jo n
Kerr T. Stevens
Itr

NORTH C OLfNA-DIVISON OF WATE ALITY
401 WATER QUALITY CER TION
SUMMARY OF PER D IMPACTS MITIGATION REQUIREMENTS
S? C(G X In accordance with 15A NCAC has permission as outline below for the purpose(s) of proposed
?l ?/ . All activities associated with these authorized impacts must be conducted with the conditions listed in
?11O\k the attached cetification transmitttal letter. THIS CERTIFICATION IS NOT VLID WITHOUT THE
1 ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM ?Lv ??RD( VW LOCATION: S 1 ROJ Cn. ',??2ku1v11L IL?0.Cy
COUNTY:
BASIN/SUBBASIN:
SJ?c-?Pj>?q,d`n
As required by 15A NCAC 2B .0., and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters 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 wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r .0503(b)
acres of Class WL wetlands
acres of riparian wetland.
acres of non-riparian wetlands
acres of Class SWL wetlands
Ad linear feet of stream channel
acres of stream buffer mitigation
(other)
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 NCAC 2B .0. If you choose this option, please sign this
form and mail it to the Wetlands Restoration Fund 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 RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
Date
NCDENR-Division of Water Quality
Wetlands Restoration Program
1619 Mail Services Center
Raleigh, NC 27699-1619
MEMORANDUM
TO: John Dorney Regional Contact: Mitchell
v Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Strickland Road Widening & Leadmine Road Ext. County Wake
Project Number 02 0438 County2
Recvd From APP Region Raleigh
Received Date 3/25/02 Recvd By Region
Project Type road crossing`
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 Stream OY O" F_ F_ r-1- 30,402. F_ F_ F- I -
NBR?O Y N ? I F_ ! 30,402. F_ ?- I ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue # Issue/Coed O Deny
Provided by Region: Latitude (ddmm/ss) 355404 Longitude (ddmmss) 784037
Comments:
ct v
of the afignment and-
.Inhn /,?-f. L, ?/)) - ?,
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IGaC fP r + a, f e I c1 &,t
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cc: Regional Office ?Q e 14
(-
Central Office
e.
i=re a?-.s ylv,QuJ
/P /PO dfl ,4

Page Number 1
Triage Check List
Date..
To: [RO Steve Mitchell Project Name
?FRO Ken Averitte DWQ Project Number
?WaRO Deborah Sawyer County k2
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
?ARO Mike Parker
?MRO Pete Colwell
From: Telephone (919) 733-
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? WWetland determination and distance to blue-line surface waters on USGW topo maps
MMinimization/avoidance issues
Buffer Rules (Neuse, Tar-Pamilco, 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 concerns
Comments , r
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

TRANJITE CONSULTING
ENGINEERS, INCORPORATED
ENGINEERS•PLANNERS•CEI '0 2 0 4 38
March 25, 2002
Mr. John Dorney
N.C. DENR
Division of Water Quality
1628 Mail Service Center
Raleigh, NC 27699-1628-?
_ p
RE: Pre-Construction Notification Application 7 s c',o- I
Strickland Road Widening and Leadmine Road Extension 4 ,uTY SECT?OI?1
City of Raleigh Project: PW 2002-4
Dear Mr. Dorney,
Please find enclosed for your review and approval one (1) original and six (6) copies of the Pre-
Cow,iruction Notification (PCN) Application for City of Raleigh Project PW 2002-4, Strickland
Road Widening and Leadmine Road Extension, along with seven (7) sets of Roadway Plans,
Profiles ;And X--Se0i0ms and the required application fee of $475.00 (City of Raleigh Check
#01046 1-41<?.). We ha-?e also provided and a copy o', letter to Mr. Ron Ferrell outlining the
City's .request zo satisfy the mitigation requirements by payment into the North Carolina
Wetlands Restoration Program (N('-WRP).
As detailed in the application, the project involves widening existing Strickland Road from two
lanes with roadside ditches to a five lane curb and gutter section. The widening of Strickland
Road affects two crossings of jurisdictional streams. The first is located at -L- Sta. 28+15 (Site
1) and involves removing an existing 30" RCP and replacing it with a 42" RCP. The second is
. tocated at -L.- Sta. 66-f 15 Site 2) and involves removing the existing 2 @ 24" RCP's and
replacing them with a Tx 6' RCBC. While the new crossing provides more conveyance for
smaller event storms, it closely matches the current conditions for the 100-year storm event. The
Leadmine Road Extension portion of the project involves constructing a section of Leadmine
Road on new location to connect to two existing sections of Leadmine Road. While several
different alignments for this extension were considered and studied, the alignment chosen and
shown minimizes wetland and buffer impacts. The Leadmine Road extension crosses one
jurisdictional stream located at -Y- Sta. 21+80 (Site 3) and involves installing 2 @ 36" RCP's.
On October 10, 2000, a field meeting was held to review and verify stream and buffer impacts.
In attendance at the meeting were Steve Mitchell (NCDWQ), Dean Sarvis (Carter-Burgess) and
Doug Saunders (TranSite Consulting Engineers). As a result of that meeting, it was determined
that the stream impacts at Sites 1 and 2 would not be included in determining mitigation
quantities due to the quality of the existing stream and the minimal impacts. It was also
determined that the stream located west (left) of Leadmine Road Extension was no longer
jurisdictional due to development in the upstream watershed.
Page 1 of 2
Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone [phone] • Fax [phone]
We understand that the regulations define and provide a certain amount of time to review the
submittal and return comments, but your earliest attention to this application would be greatly
appreciated. Should you require any additional data or have any questions concerning this
submittal, please call or Doug Saunders or myself.
Sincerely,
TranSite Consulting Engineers, Inc.
J WOIA- 1. &?D_
James A. Byrd, P.E.
enclosures
v (5
-
-ec
j e
?, ?
cc: Samir Bahho, P.E., City of Raleigh w/ enclosures
John Eick, P.E., Carter-Burgess
Doug Saunders, P.E., TranSite Consulting Engineers, Inc.
file 198.011.001 P
Page 2 of 2

?e
TRANJITE CONSULTING ENGINEERS, INCORPORATED
March 20, 2002
Wetlands Restoration Program 60l ty f
NC Division of Water (luality 5Vorth
Attn.: Mr. Ron Terrell
1619 Mail Service Center
Raleigh. NC 27669-1619
RE: PW-2002-4 Strickland Road Widening
and Leadmine Road Extension
Wake County
Dear Mr. Ferrell,
Raleigh
Carolina
The City of Raleigh wishes to satisfy the compensatory mitigation requirements for the above referenced
project through payment to the North Carolina Wetlands Restoration Program (NCWRP) in accordance
with NCAC 2R.0503. Based on the Permit Drawings and computations prepared by our Consultant (See
Attached), the proposed project mitigation impacts are as Follows:
• Stream Impacts: 480 LF heel NC `-/6 t' I- P /1-,',-4-; It
• Wetland Impacts: 0.8984 Acres
• Butler Impacts: "Lone 1 = 67,627 SF
Lone 2 = 24,790 SF
Total = 92,417 SF
Based on the above impacts. the mitigation cost for Stream Impacts is $60,000.00, the cost for Wetland
Impacts is $24,000.00, and the cost for Riparian Buffer Impacts is $89,644.49. Based on aforementioned
figures and illustrated on the attached computation sheets, the amount of compensatory mitigation for the
project impacts should total $173,644.49. Upon approval of the Pre-Construction Notification
Application, please forward an invoice to our office for payment of these fees.
If you have any questions concerning this submittal or require additional information on any phase of this
project, please do not hesitate to contact me at [phone]. Thank you in advance for your attention
to this matter.
Sine
Carl Dawson, Jr., .P.F. L
('ity Fngincer
CC: John Dornev. NCDWO
Samir Bahho, P.E, Senior Project Engineer
John Hick, P.F.. Carlo-Burgess
James ,1. Byrd, P.E., TranSite Consulting Engineers
OFFICES • 222 WFS7 HAHGr TT S I HI Fr • POST OFFICF ROX 590 • HAI H(A I, NOHTH CAROLINA 27602
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? r
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.ai-niy.nii]/wetIands/Pei-m-app.hti-n.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.armymiI/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Page Iofl2
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usice.army.niiI/wetIands/nwi2finalFedReg.ndf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/l*ees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
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 P gram (N WRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), the here:
II. Applicant Information
Owner/Applicant Information
Name: City of Raleigh, NC / Attn: Mr. Carl Dawson, Jr., P.E.
Mailing Address: P.O. Box 590
Raleigh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent 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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 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: Strickland Road Widening and Leadmine Road Extension
2. T.I.P. Project Number (NCDOT Only): City of Raleigh PW-2002-4
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Strickland Road (SR 1829)
between Creedmore Road (US 50) and Six Forks Road (SR 1005); Lead Mine Road north of
Strickland Road to Six Forks Road (SR 1005)
5. Site coordinates, if available (UTM or Lat/Long): Site 1 - 35°54'04"/ 78°40'37",
Site 2 - 35°54'08"/ 78°39'51 ", Site 3 - 35°54' 12"/ 78°39'48"
(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. Describe the existing land use or condition of the site at the time of this application:
Strickland Road - Existing two lane roadway with roadside ditches.
Lead Mine Road - Existing multi-lane curb and gutter roadway.
7. Property size (acres): 17.0 acres (Right-of-Way & Easements)
Nearest body of water (stream/river/sound/ocean/lake): Site 1 - UT to Lower Barton Creek
Sites 2 & 3 - UT to Mine Creek.
9. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httl)://li2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Strickland Road - Widen existing roadway, from
rom
two lanes with roadside ditches to a five lane curb and gutter section.
Leadmine Road - Connect two completed sections of curb and gutter roadway.
11. List the type of equipment to be used to construct the project: Bulldozer, backhoe, crane, pan
and other typical road construction equipment.
12. Describe the land use in the vicinity of this project: Residential and Commercial
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.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
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 5 of' 12
1. Wetland Impacts
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***
Site 2 Mech. Clearing. Grading.

Fill, Uitching/Urainage ninagc
0.0609
No
< 5'
Forested Wetland

Site 3 Mech. Clearing. Grading.
Fill, Ditching/Drainage
0.6971
No
< 5'
Forested Wetland

* 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. (SEE, ATTACHED
PERMIT DRAWINGS FOR A DE'T'AILED LIS'T' OF IMPACTS AND THEIR ASSOCIATED AREAS)
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www_fema.go .
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property
Total area of wetland impact proposed: 0.7580 Acres
2. Stream Impacts, including all intermittent and perennial streams
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)
Site I 1 01 42" RCF Culver and
Rip Rap
168
UT to tower Barton Creck
6'
Intermittent

Site 2 1 01 Tx G R('11('w/ Rill
Rap, Ditching and Chancel
Improvemenis
166
UT to Mine Creek
4'
Perennial

Site 3 2 01 36" RCP Culverts and
Rip Rap 240 UT to Mine Creek 4' Intermittent

* 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.;;ov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwwxo o/one.corn
www.map(luest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 574 LF (See Attachment 1
Page 6 of 12?
b
80 Acres
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of lmpact* Area of
Impact
(acres)
(ifNameap plicable) Wat 'T'ype of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation - N/A
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.
The Strickland Road corridor between Creedmoor Road and Six Forks Road is at or near full
development with commercial located at the eastern and western ends and single family
residential in between. The proposed crossings were located to minimize impacts to streams and
wetlands and also to avoid conflicts with existing utilities that could not be relocated.
Lead Mine Road is being extended north from Strickland Road to connect to an existing portion
of Lead Mine Road near Pleasant Meadow Drive. The alignment of this portion of roadway was
set to minimize wetland impacts and meet minimum roadway design criteria.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
litti):Hh2o.enr.state.nc.us/ncwetlands/strmpide.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.
Page 8 of' 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htt_p:Hh2o.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): 480 LF (See Attachment 1)
Amount of buffer mitigation requested (square feet): 92,417 SF
Amount of Riparian wetland mitigation requested (acres): 0.90 Acres (See Attachment 1)
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 (DWQ Only)
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
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify p
Yes ® No ? If you answered "yes", provide the following information:
Page 9 of* 12
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 22,542 3 67,627
2 16,527 1.5 24,790
Total 39,069 92,417
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Propose payment into the Riparian Buffer Restoration Fund.
XI. Stormwater (DWQ Only)
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.
See Attachment 2.
XII. Sewage Disposal (DWQ Only)
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 (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
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).
N/A

Applicant/Agent's Signature lJ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee fredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 CabarrUS Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswcll Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
O Z.
Page I I of' 12
Attachment 1 '' JJ
1„p f '? ???1I
VI.2. Stream Impacts
Pursuant to previous discussions and field verification meetings with a representative of
the North Carolina Division of Water Quality (DWQ), the length of stream impacts at
Site 1 and Site 2 are not to be included in determination of mitigation requirements for
the project.
VIII.2. Mitigation
The City of Raleigh proposes payment into the North Carolina Wetland Restoration
Program (NCWRP) to satisfy the mitigation requirements for the project. The City also
proposes submitting the wetland mitigation fee concurrently with the required riparian
buffer restoration fee to expedite the review and approval process.
Y-e S Xis ; - 0?, S
aol
f
0i Cn
? ? Ikea ?o d ? YY) ?l ,
Attachment 2
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on
the site. Discuss stormwater controls proposed in order to protect surface waters
and wetlands downstream from the property.
The project has been broken down into eleven (11) drainage sub-basins. Of the
eleven, sub-basins 2, 4, 5 and 6 discharge into jurisdictional streams w/ buffer
requirements. The following table lists the sub-basin, Existing Impervious Area,
Proposed Impervious Area and the Difference in Impervious Area:
Sub-Basin Existing Imp. Area
(sf) Proposed Imp. Area
(ac) Additional Imp.
Area (ac)
1 0.6958 0.8239 0.1281
2 1.2207 3.3376 2.1169
3 1.1476 3.3283 2.1807
4 2.3086 4.4116 2.1030
5 0.4079 0.5919 0.1841
6 0.2208 1.4896 1.2688
7 0.2393 0.2617 0.0224
8 0.4272 0.6787 0.2515
9 0.7401 1.1826 0.4425
10 0.2217 1.6909 1.4692
I 1 0.6356 1.0889 0.4533
1 I')
Based on the additional impervious areas in Sub-Basins 2, 4, 5 and 6 (5.67 acres),
567 LF of grass swales are required for the project to meet treatment criteria. l1-,?a (,/
0
Due to site topography and existing residential /commercial development,
implementation of measures adjacent to the streams / buffers that would receive
the stormwater was not applicable in all cases. In accordance with discussions
with DWQ, grass swales can be placed in non-riparian sub-basins to meet the
treatment requirements of the stormwater in riparian sub-basins. Based on this n) ??
direction, grass swales have been designed and placed in some non-riparian sub- ?nAJyvt
basins to meet the project treatment requirements. These swales have been
designed in accordance with the Section 5.0 Grass Swales of "Stormwater Best
Management Practices", dated April 1999. Based on the additional impervious
area in riparian sub-basins, 567 LF of grass swales are required. The project as
designed, contains 606 LF of grass swales. Where grass swales or other measures
could not be installed, the proposed storm drainage systems are connected to cross
drainage pipes or culverts.
c

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DESIGN DATA
THE
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J. RUSSELL
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RALEIGH
CEN ll HAL ENOOKEEWOI 8
GTR OF RALEM PROIrCr RZFERMOM NO SI N0. NoE Te*AL
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CONVENTIONAL SYMBOLS
RIw,. Ri,4.1 F., U_ M-&-
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LOCATION. 0-6 "-
STRICKLAND ROAD WIDENING FROM CREEDMOOR ROAD T_
R.I.Xwl._ . 9io
TO SIX FORKS ROAD AND LEADMINE ROAD EXTENSION R.i.GRE"
GRAPHIC SCALES
40 20 0 40 80 ADT 2020 = 30,400
PLANS DHV = 10 %
D=60%
40 20 0 40 80 T = 3 °k
PROFILE (HORIZONTAL) V = 50 mph
5 0 5 10
PROFILE (VERTICAL)
a TTST=2% DUAL=1%
Plans Prepared By:
CZ Carter uBurgess
Consultants in Planning, Engineering, Architecture,
Construction Management and Related Services
5505 Croedmoor Road Suite 320
Raleigh, North Carolina 27612
FROM STRICKLAND ROAD TO SIX FORKS ROAD
TYPE OF WORK.
GRADING, PA VING, RES URFACING, WIDENING, SIDEWALKS,
PAVEMENT MARKINGS, DRAINAGE, RAISED REFLECTIVE
PAVEMENT MARKERS, SIGNALS, UTILITY RELOCATION
RALEIGH
CITY
LIMITS
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Ed Johnson, PE Engineering Coordinator - City of Raleigh C) ;<
Carl L. Bush, III, PE, Project Engineer - Carter-Burgess 91
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PROJECT B-5
PROJECT LENGTHS
LENGTH OF CLP PROJECT B-5 = 1364 MLLES
LENGTH OF CLP PROJECT B-6 = 0.773 MLLES
Ir
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PAVEMENT SCHEDULE
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PROP.APPROX.2i5'ASPHALT COW-SURFACE COURSE.TYPE HOSAT
AN AVERAGE R OF LBS.PER saraIN EACH OF TWO LAYERS
f
C2
PROP
M, RATE OF 112 LMP R so. 0. ? PE -R rDEPTH ToTYP£?O AN
A
Ik LAYERS NOT LESS THAN /OR GREATER THAN 1 DEPTH.
PAq?APPROX..?b'ASPHALT CONGBINDER COURSE TYPE HO&AT
AN AVERAGE RRAATTE OF 392 LB$.PER SOrD
D2 PRORAPPROX.46'ASPHALT Ci7AC:&NDER COURSETYPE H.AT
AM AVERAGE RATE OF 2475 LBSPER SOYDIN EACH OF TWO LAYERS
D3 PAOPAPPAOX.4b'ASPHQT COI-&NDERCOIRSE TYPE H08.AT
AN AVERAGE RRAATTE OF 252 LBS.PER SOYDIN EACH OF TWO LAYERS

D4 PROP VAR. DEPTH ASFIPALT CON-BINDER COURSE TYPE HOB. AT AN AVG
RATE OF 112 LBSPER SOrQPER FDEPTH TO BE PLACED IN LAYERS
NOT LESS THAN F?j'IN DEPTH OR GREATER THAN YIN DEPTH.
E2 PROP. APPROX.SASPHALT COY-BASE CCURSETYPE HB.AT AN
AVERAGE RATE OF 550 LBSPER sarD
E3 PROP.APPROX RAGE RATE AS ALT CONC- LBSPER TYCO RSE.TYPE HB.AT AN
AVE

E4 PROP.VARDEPTH ASPHALT CON-BASE COURSETYPE HLiAT AN AVG
RATE OF IA) LBSPER SOI'DPER rDEPrH.TO BE PLACED /N LAYERS
AOr GREATER THAN 5f?'IM DEPTH OR LESS THAN SIN DEPTH.
J1 PROPOSED LrApGREGATE BASE COURSE
J2 PROPOSED 0 ACGRfGATE BASE COURSE
J3 PROPOSED VARDEPTH AGGREGATE BASE COURSE
RI Z-ECOVCRE7E CURB AND GUTTER
S CONCRETE SIDEWALK
T EARTH MATERIAL
U EXISTING PAVEMENT
V ASPHALT BIKE PATH
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
NOTEr PAVEMENT EDGE SLOPES ARE MUNLESS OTHERWISE INDICATED
q-
GRACE TO THIS UNE -/
TYPICAL SECTION NO.2
76' Tp 84'
EXIST EXIST USE TYPICAL SECTION NQl
--------- - - - - - - - - - - f ------------ J -------.`` fx -L- STA 16+51JITO STA 18+00 +/-
' ?:Sl
TYPICAL SECTION NO.1
-L- (STRICKLAND ROAD)
L
f9 VAR 3Z
5, r 32 TO 5t
G h? T Tp
6' Q SEE NOTE 2 POINT
Q
/FT /./? /FT
----------- -*- -------
E? Po LSEE NOTE L U w
??------- L7
TYPICAL SECTION NO. 2A
-L- STA 77+50 TO STA 86+00 LT
90' TYPICAL R/W
Nr 5,
h f
6- !
E2 O E4 O OS
t
21
V,-/FT
LO 1
TYPICAL SECTION NO. 2B
-L- STA 49+92 TO STA 68+97 LT
-L- STA 65+93 TO STA 66+66 RT
0
C2 U
F%' MINIMUM HDB
Y MINIMUM HB
DETAIL SHOWING METHOD OF WEDGING
ti
13' ? W
W 0,

W
W
9
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Q
?
lr
USE TYPICAL SECTION NO.2
-L- STA 31+25 TO STA 33+25 +/-
-L- STA 41+50 TO STA 43+25 +/-
-L- STA 45+00 TO STA 52+50 +/-
-L- STA 57+25 TO STA 61+00 +/-
-L- STA 77+50 TO STA 86+00 +/-
NOTE h EXISTING PAVEMENT WIDTH
AND LOCATION VARIES
NOTE 2 SEE X-SECTIONS FOR GRADE
POINT LOCATION AND ELEVATION
FROM -L- STA 79+00 TO STA !
USE TYPICAL SECTION NO.3
-L- STA 18+00 TO STA 31+25 +/-
-L- STA 33+25 TO STA 41+50 +/-
-L- STA 43+25 TO STA 45+00 +/-
-L- STA 52+50 TO STA 57+25 +/-
-L- STA 61+00 TO STA 77+50 +/-
' GUARDRAIL AT FACE
SEE GUARDRAIL SUMMARY
SHEET FOR STATIONS
GRACE TO THIS UNE -/
TYPICAL SECTION NO.3

hW ?Lu
W ?
IT
4
Pn ? 0
1

T4
-L- (STRICKLAND ROAD)
-L- (STRICKLAND ROAD)
t7

13' IF 12'
v
CI DS
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6
J3 O O
-Y- (LEADMINE ROAD)
8O' TYPICAL R/W
0

REDUCED
PAVEMENT SCHEDULE
Cl Zh' ' ACSC TYPE RDS
Dt .#/?• ACA; TYPE HD9
E3 4'ACW rPE He
E4 VAR DEPTH AM rPE HB
JI eAW
J3 VARDEPTH AW
RI 2-$CONC CURS i GUTTER
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T EARTH MATERrA!
U EXISTING PAVEMENT
W VARIA&E DEPTH WED'NNG

WL& W 2
W= ??WW

vT
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rr rr rr Ir rr ? 10,I ?
VAR.2tTO D5' VAR24'r0 27S 45' W W
oo ? oo I li
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,? E3
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T
GRADE TO THIS LINE
TYPICAL SECTION NO.4

02
i
USE TYPICAL SECTION NO.4
-Y- STA 13+00 TO STA 16+50
-Y- STA 26+25 TO STA 27+91023
-Y- STA 37+4950 TO STA 42+90
Fx;
E,
TYPICAL SECTION NO. 4A
-Y- STA 37+4950 TO STA 42+44
I
tiW W 2
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t t .

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VAR24
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USE TYPICAL SECTION N0.6
-Y- STA 42+90 TO STA 53+1997
6
E
- ALL LANE WIDTHS = 12' FROM STA 50+00.00 TO STA 53+7997 I
GUARDRAIL AT FACE
SEE GUARDRAIL SUMMARY SHEET FOR STATIONS
GRADE TO THIS ONE ---/
TYPICAL SECTION NO.6
NOTE h EXISTING PAVEMENT WIDTH AND LOCATION VARIES
-Y- (LEADMINE ROAD)
8O' TYPICAL R/W

t

t
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Q ••
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24' TO 275' VAR.24'rO 3r W p =
oO ? 00 j ? ]4viW ? Pi
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(2i) O(D Os
USE TYPICAL SECTION NO.5
-Y- STA 16+50 TO STA 26+25
• GUARDRAIL AT FACE
SEE GUARDRAIL SUMMARY SHEET FOR STATIONS
`J T? JJ 0 JI O
GRADE TO THIS I1NE
TYPICAL SECTION NO.5
C
C
REDUCED
'PAVEMENT SCHEDULE
Cl a 'KW TYPE HDS
DI 7• ACC TYPE HDB
D2 4/r' ACC TYPE H
E2 5 ACBC TYPE HB
Ej 4 ACBC TYPE HB
E4 VARDEPTH ACBC TYPE MB
JI B ABC
J3 VARDEPTH ABC
Rl 2-eCOIC CURB & COTTER
S CO CRETE SIDEWAIX
T EARTH MATERIAL
U EXISTMG PAVEMENT
W VARUBLE DEPTH WEDGING
-Y6- (BAILEYW)CK ROAD)
W
4- y~j VAR24'TO 295' VAR2*TO 295' A7
Q, VAR.PERM. • +5 45 5 VAR, PERM, i
SLOPE £SMT, I ? ?-- -- vAR t SLOPE ESMT. ,I W
t
TV r
: t Q r s j w
O Q SEE NOTE / Ar
'Yd IFT _ %i /FT o f U
-Y6- STA 15+40 TO STA SE TYPICAL SECTION NO 18+80
Y6- STA 18+80 TO STA 19+0236 (RESURFACING ONLY)
wp
?s 6•? NOTE 1: EXISTING ISLAND TYPICAL FROM A 18+15 T
1CAL ROM ST A STA 19+0236
s r r3 a ?i >a r7 r s
00 b0 0 0 00
GRADE TO THIS UNE
TYPICAL SECTION NO.7
W -Y6- (BAILEYWICK ROAD)
?W I
y A7 VAR26 TO 315'
LL.
g VAR. PERM. +s VAR24'TO 295 VAR12TO '
z
U) SLOPE ESMT.
si Qa?
?i /FT %? /FT %i /fT ;IFT
?J ? 6' ? - ----??--?--?--SEE NOTE -1
DD E,PoES 0 0
GRADE TO THIS UNE
TYPICAL SECTION NO.8
USE TYPICAL SECTION NQ8
-Y6- STA 10+46)1 TO STA 15+40
NOTE h EXISTING PAVEMENT WIDTH AND LOCATION VARIES
-Y3- (WINDJAMMER DRIVE)
-Y4- (KELTON DRIVE)
-
-
w Y5
(KEMPTON DRIVE)

10,
W
o x VAR PERM, VAR As TO
,? SLOPE ES VAR IT TO 18' VAA IT T B g

VAR. M.
O t SLOPE
a
O 0'
? a I ? a SLOPE

?

SE TYPICAL SECTION N0.9
Z y; /Fr y; /? V,yFT ESMT -Y3- STA 11+80 TO STA 12+0578 (C&G LEFT AND RIGHT OF C/U
aFr -Y3- STA 13+2378 TO STA 13+45 (SHOULDER LEFT AND RIGHT OF

- - - - - - - - -Y4- STA 10+61.39 TO STA 1I+05M (C&G LEFT AND RIGHT OF C/U

?
6' -Y5- STA R+15DO TO STA 11+66,63 (SHOULDER LEFT AND RIGHT OF
NOTE h EXISTING PAVEMENT WIDTH AND LOCATION VARIES
S T E& O E2 U w E2 T

GRADE TO THIS UNE
TYPICAL SECTION NO.9
0
0

u
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CHARLES D. BALLARD
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R
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D = 6'00'00.0'
L = 338.87'
T = 17124'
R = 95493'
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WACHOVIA BANK O
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M -Y2C-
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A= 524'51SfLT1
D = S 40'52Z
L = 108.44'
T = 5434'
R = 660.00'
SE = EXIST

6
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L = 39,86'
T = 1991'

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6

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D = /019- 1 543
L -W
T = 5437'
g R = 300.00'
P7' Sfo p f SE = EXIST
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SEE SHEET NO. 16 FOR -L- PROFILE
Uri
NK OF NORTH CAROL#". N.A.
Da7023 PG.9t
PD&ATIQ 62 9910
KV
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-
I o I T = 35133'
I I SE =7NC9
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1 \
I I JAMES R. DOWNEY
I P16OTM T3 9621
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GEOFFREY G. WILLIAMS /
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SEE SHEET NO. 16 FOR -L- PROFILE

heed R f- Nave
CIP B-5.8-l
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1 PI Sta 60+6914 PI Sta 9+01.45
= r 37' 33.8 (RT) A =2014' 439• (RT) ( 1 /
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1 L = 216.81' L = 238J8' I
T = 108.4r T = 120.35' 1 1
I 1 R = 7.639.44' R = 674.07' I R. FLOYD GREEN
PGASS
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1
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7`3 !( T = 2203r ! 7
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u ! S E SHEET NO. /7 FOR -L- PROFILE
ss 1 S E SHEET NO.20 FOR -Y3- PROFILE
1 - 9EE SHEET NO.20 FOR -Y4- PROFILE
SEE SHEET NO.20 FOR -Y5- PROFILE
C
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SEE DETAIL
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00463042
PAYMENT
RECEIVED
NC DIVISION OF WATER QUALITY
1650 MAIL SERVICE CENTER
RALEIGH NC 27699-1650
NUMBER DATE GR. AMOUNT DISCOUNT TAX ADD. CHRG. NET AMOUNT
STRICKLAND RD 03/20/02 475.00 .00 .00 .00 475.00

PAYMENT
RECEIVED