HomeMy WebLinkAbout20050636 Ver 1_Complete File_20050414O?O? W A T ?qQG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 5, 2005
City of Raleigh-Public Works Department
Attn: James Lynn Raynor
222 W. Hargett St., Room 602
PO Box 590
Raleigh, NC 27602
DWQ Project # 20050636
Wake County
Subject Property: Sunnybrook Road Widening
UT to Crabtree Creek [03-04-02, 27-33-(10), C NSW (nutrient sensitive)]
*303(d)
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 148 feet of streams and 17,888 square feet (ft) of protected
riparian buffers for the purpose of a road widening at the subject property, as described within
your application dated April 14, 2005 and received by the N.C. Division of Water Quality
(DWQ) on April 14, 2005 and all additional information submitted and received by the DWQ on
May 11, 2005. After reviewing your application, we have decided that the impacts are covered
by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows
you to use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-733-1786/ FAX 919-7.33-6893/ Internet: http://h2o.enr.state.nc.us/ncwetlands
One
Nh Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
City of Raleigh
Page 2 of 4
7/5/05
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved
Units Plan Location or Reference
Stream 148 feet Figures 1 of 2 and 2 of 2
Buffers 17,888 (square ft.) Figures 1 of 2 and 2 of 2
2. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it
will not re-concentrate before discharging into a stream as identified within 15A NCAC
2B .0233 (5). If this is not possible, it may be necessary to provide stormwater facilities
that are considered to remove nitrogen. This may require additional approval from this
Office.
Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the buffer, wetland or water prior to any land disturbing activities to
ensure compliance with 15A NCAC 2B .0233 and GC 3404.
4. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section
dimensions, pattern, and longitudinal profile) must be maintained above and below
locations of each culvert. Culverts shall be designed and installed to allow for aquatic life
movement as well as to prevent head cutting of the streams. If any of the existing pipes are
or become perched, the appropriate stream grade shall be re-established or, if the pipes
installed in a perched manner, the pipes shall be removed and re-installed correctly.
5. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
City of Raleigh
Page 3 of 4
7/5/05
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
6. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
7. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
City of Raleigh
Page 4 of 4
7/5/05
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone John Dorney or Cyndi Karoly at 919-733-
1786.
Sincerely,
A
AW K/dae
Enclosures: GC 3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename
r Alan W. Klimek, P.E.
c
2005,063 6 Sunnybro okRd(W ake)401 +NB R
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May 11, 2005
Ms. Cyndi Karoly
NCDENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Reference: REQUEST FOR MORE INFORMATION
Sunnybrook Road Widening - City of Raleigh
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Ms. Karoly,
MAY 1 1 L
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The City of Raleigh received your letter dated April 29, 2005 in which you requested
additional information regarding the above referenced project. Specifically, DWQ staff
determined that the application sent under cover of letter dated April 14, 2005 provided
inaccurate information regarding linear stream impacts.
After further review, I agree that the impacts as set forth in the referenced application are
inaccurate; however, I disagree with the linear impacts estimated by DWQ staff. The
permit drawings attached to the application, plotted at 40 scale, admittedly make it
difficult to accurately determine the actual stream impacts. Please accept my apologies
on this matter. Attached to this letter are additional drawings, plotted at 20 scale, which
allow stream impacts to be more easily verified.
Respectfully, I submit the following corrections to the linear stream impacts submitted in
the original application.
Stream Name Station
Number Impacts
linear ft Zone 1 Buffer
Impacts s Zone 2 Buffer
Im acts s
UT to Crabtree Creek 31+50 99 if 5677 sf 1974 sf
UT to Crabtree Creek 43+75 491f 7627 sf 2610 sf
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH. NORTH CAROLINA 27602
REC1Ct FD PAI'C f?
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Ms. Cyndi Karoly
May 11, 2005
Page 2
I hope you find this additional information acceptable in helping resolve this matter.
Thank you for your time.
Very truly yours,
James Lynn Raynor, P.E.
Project Engineer
Enclosures
cc: Samir Bahho, P.E., Senior Project Engineer
Eric Kulz or Mike Horan, DWQ Regional Office
USACE Raleigh Regulatory Field Office
File
4
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?OF V4 ATF,4p N ichael F. Easley, Governor
William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
> y
p -? Alan W. Klimek, P.E. Director
Division of Water Quality
April 29,2005
DWQ Project # 05-0636
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
City of Raleigh - Public Works Department
Attn: James Lynn Raynor
Post Office Box 590
Raleigh, NC 27602
Subject Property: Sunnybrook Road Widening
UT to Crabtree Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Raynor:
On April 14, 2005, the Division of Water Quality (DWQ) received your application dated April
14, 2005 to impact 112 feet of streams, 7,627 square feet (ft) Zone land 2,610 square feet (ft)
Zone 2 of protected riparian buffers to construct the proposed road widening. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 211.0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Impact Details
While your application states that stream impacts at Area 1 are 72 feet, stream impacts
appear to actually be approximately 110 feet. Impacts at Area 2 appear to be in excess of
50 feet. Please be reminded that stream impacts are calculated from the existing pip
outward, including fill slopes wing walls, channel straightening, construction, temporary
dewatering, and rip rap along the banks. DWQ requests that the stream impacts be
recalculated to accurately reflect this.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919.733-1786 /FAX 919.733-6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands
One
NhCarolina
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City Of CRaleigh
5Vorth (3arolina
April 14, 2005
Ms. Cyndi Karoly
NCDENR/Division of Water Quality
Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
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APR 14 2005
6.c?EpSA" STOA{;Q 1 RI8RAN I
Reference: Sunnybrook Road Widening - City of Raleigh
401 Water Quality Certification
Raleigh, Wake County, North Carolina
Dear Ms. Karoly,
The City of Raleigh is applying for a 401 Water Quality Certification as part of a
Nationwide 14 for the proposed widening of Sunnybrook Road. The project plans to
widen Sunnybrook Road from Poole Road to Falstaff Road from a predominantly two-
lane road to a four-lane road. Current and future traffic volumes require that the road be
widened. The project crosses two unnamed tributaries to Crabtree Creek.
Impacts include the extensions of two existing crossline culverts along with buffer
impacts from the road widening. The first stream impact is 72 linear feet of an UT of
Crabtree Creek, shown on Figure 3 of this submittal. The second stream impact is 40
linear feet of an UT of Crabtree Creek, shown in Figure 4 of this submittal.
Neuse River buffers will be impacted in two separate locations. These impacts to buffers
are allowable without mitigation. The table below lists these impacts as well as linear
stream impacts mentioned above.
Stream Name Station
Number Impacts
linear ft Zone 1 Buffer
Impacts s Zone 2 Buffer
Im acts s
UT to Crabtree Creek 31+50 721f 5677 sf 1974 sf
UT to Crabtree Creek 43+75 401f 7627 sf 2610 sf
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
Recycled Paper
APR 1 4 2005
Office Use Only: DENR WA
1'ic1UJ S&10STOCU ATERfr,'tFi?4H Form Vcrsion March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: City of Raleigh - Public Works Department
Mailing Address: 222 W. Hargett St., Room 602
PO Box 590
Raleigh, NC 27602
Telephone Number: (919) 890-3030 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: James Lynn Raynor, PE
Company Affiliation: City of Raleigh - Public Works Department
Mailing Address: same as above
Telephone Number: (919) 890-3815 Fax Number: (919) 890-3832
E-mail Address: 1 n?n.raynornci.raleigh.nc.us
Page 5 of 12
Ms. Cyndi Karoly
April 14, 2005
Page 2
Stormwater best management practices are proposed to treat all new impervious surfaces.
Proposed outlets in the vicinity of the crossing at Station 31+50 are located outside the
buffer and treated with level spreaders to return runoff to diffuse flow prior to entering
the buffer. One existing outlet right of Station 31+50 will remain; however, possible
additional runoff to this outlet is proposed to be rerouted across the proposed roadway to
another outlet located outside the buffer. This minimizes runoff to the existing outlet,
and is the best practical alternative.
Should you find this submittal incomplete in any way, or have any questions, please
contact me at (919) 890-3815 as soon as possible so we may proceed with the 60 day
time of review. Thank you for your attention to this matter.
Very truly yours,
qw, A,,
James Lynn Raynor, P.E.
Project Engineer
Enclosures
cc: Samir Bahho, P.E., Senior Project Engineer
File
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: Sunnybrook Road Widening
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Several Parcels
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
ook
Directions to site (include road numbers/names, landmarks, etc.): Widening of Sunny brook
Road from Poole Road to Falstaff Road
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 47' ON 78° 35' °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Crabtree Creek
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested with residential and some commercial
development, and utility rights-of-way
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the widening of Sunnybrook Road. The equipment used will be the type
typically used during road construction
11. Explain the purpose of the proposed work: Widen Sunnybrook Road from Poole Road to
Falstaff Road
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.
None previously requested.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The impacts are from widening
of the existing road.
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
None
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 UT Crabtree Creek Culvert Perennial 26' 72 0.04
2 UT Crabtree Creek Culvert Perennial 10' 40 0.009
Total Stream Impact (by length and acreage) 112 0.049
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres
None
Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.049
Wetland Impact (acres): None
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) 0.049
Total Stream Impact (linear feet): 112
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. All practical measures
have been taken to avoid and minimize imnacts to the streams and buffers. Toooaranhic
constraints have limited the locations for some impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetlands/strmi,,ide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A Cumulative linear impacts < 150 if
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://112o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 733-5083 to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 7627 SF 3 (2 for Catawba) N/A
2 2610 SF 1.5 N/A
Total I 10,237 SF I N/A
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. No buffer mitigation is required.
Page 1 I of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. All new impervious surface is being treated.
(see stormwater management plans)
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
In accordance with the City of Raleigh Comprehensive Plan, no other roadway development is
anticipated that would impact nearby downstream water quality.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Aplilicant/Agent's Signature . Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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DWQ# () 37
Plan Detail Incomplete
D:
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes.on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot.layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide-cross seotion details. showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater•management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the dr provide additional
information as to why it is necessaryfor this project.
? This office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
LZ ??????;(a? L,• _ ?,i> CAL L';L (?/C?`_? -tl.?_? ?t--?? ?-) ??? ? -?-?-. ??_)_i,`_CE , ? ? ?'?? , i.C 1):?t' ?l; ('?? ,
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00560646
p=@p=Dwm APR 1 4 2005
DEAR - WATER QUALITY
V,MIA','DS NO STORUNATER ERAl,'CH
NC DEPT OF ENVIRONMENT & NATURAL RESOURC
NC DIVISION OF WATER QUALITY
WETLANDS UNIT
1650 MAIL SERVICE CENTER
RALEIGH NC 27699-1650
NUMBER DATE GR. AMOUNT DISCOUNT TAX ADD. CHRG. NET AMOUNT
SUNNYBROOKWIDE 04/06/05 200.00 .00 .00 .00 200.00
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905 308,; 8mG W. H~hho, P& W
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PROJECT DESIGN ENGINEER ROADWAY ENGINEER i 1 Jamae G
j ~ Raynor, PE
SENIOR PADJECT ENGINEER
~ Semir W. Bahho, PE i
RYDRAUL SCS ENGINEER
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ANNUAL PAVING PROJECTS
LOCATION: FROM POOLE ROAD TO FALSTAFF ROAD
TYPE OF WORKS GRADING, PAVIlVG, AND STORM DRAINAGE FOR CONSTRUCTION OF A 7I' BACK TO BACK STREET WITH GRASS MEDIAN AND SIDEWALK ON BOTH SIDES.
J. RUS ELL ALLEN C~ S C. ME EKER
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MAYOR
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CRECI(E08Y: JLA DATE: J-8-2005 } 7~ ~~T S{r~ R CON
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x c~
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312E - V 12' 15' IA' 2A' JD !a' A2' IB' Sw' flA' 'h ~ ~ ~ ~ ~ ~ j O ~ ~ ~ < d a ~ 111~~~777
- S d ~ y g ffi AEMAAN3
-L-,5+95 LT , ~ a
-L-15+95 LT 1 2 289. Di 289.68 11
-L-16+61 RT 3A
-L- 16+61 LT 3d 3 291.40 290.41 4D
-L-16+61 LT 3
-L-16+6] lT 3 2 290,16 288.6& 5b
- LT 2 I L-15+93 -L-15+95 lT 2 OU 288.48 286.31 92
-L- 21+15 LT 4d
21+15 Ri 4b 4 281,&1 280.86 38 I ~ Ewlsnxc cs
-L- 21+22 RT 4 _ I AETAIN Ex I3TIND PIPE
-l- 21+22 RT 4 5 279,72 212.89 i -L- 22+65 li Sd EAPANa Ewtsrtnc sINCLE Ee Ta oat ca
+ -L-22+65 RT SA 5 289,01 214.29 38 NETAIx EM[STINC PIPE
22+71 RT 5 _ ' EMiif[Na CB
22+71 RT 5 6 ~ 272,69 263.90
-L- 24+00 RT 6
{-24+00 RT 6 8 263,70 236.80 296
-L- 21+00 RT 8d -L- 27+00 RT 8b 8 236,00 235.00 20 Q
21+00 Ri 8 ' Q
u 21+Op Ri B 9 234.3D 229.37 9S O ti
28+00 RT 9 w w
28+00 Ri 9 id 228.66 224.59 I 95 ~ y z
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-L- 31+30 RT 14 12 220.80 219,20 10 ~ ~ w ~
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31+3o LT 13
-L-31+30 LT 13 11 221.08 220,69 11
-i- 30+49 LT 11
-C- 30M5 lT 11 OU 220.49 220.40 20 I
-l- 31+3p 211.95 211.10 135 aUAT INYENr 1 PWi aELO. 37AEW AED DATE:
CADD TECH: RLP
CHECNEO BY: JLR
'L- 32+10 RT 16 E%PAND Exisnno slncLE De ro oeL ce REVISION S
-L- 32+TD RT 16 OU 216.03 213.63 AETAIN EAlit(Xa PfIE N0. DATE
-Y- 11+64 LT 22 ENIai INa CB
-Y-11+64 LT 22 21 249,68 249.42 40 SCALES
escuE: -Y- 11+64 RT 21 Excsrrnc ca VSCALE:
-Y-11+64 RT 21 19d 248.91 241.93 24 AEntx Ensnxc PIPE PROJECT I 2002-013
TOTAL (PAGE 1 1 78 B4 391 287 13S SHEEi No. 3
oeAwlNo PlDeioblei. wl0n
COk4D1ED BY: JLR DA7Er 7-8-2005 ~Ry 7~n~ ~~E~}(Y (A~ ~~ryry ~I~EQ/'y~gp~g~ E 'L./~~ JL ®JL AL V.1111W 1U JLtY 1L Jl ~ ~
LNELNFO BY: JLR DATE: 3-8-2005 /~L
N V~ ~~M~ 0 PIPES END ALL ETC. FOR PIPE ~NSTRUC LIST F W S, { S 84 AND UNDER ~50~
x
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iiSEEfiF~ a a & y ~ x.o, l~ xARRON eNro IraEr g ~ IN j °n n n °n ~ ° pal. OfiaP Iw.Er 0 F~ ~ d ~ g i ( Q M.C.I. LE91AN oRfB IWFi CLASS SII A. C• PEPE m LINEAR ~ ~ ~ k p t Y
N. C.I.IN~5,1 IECIAN ORfd INLET - ~ _ ILWIESS tk1R0 O711FAMISEI ~ I~ INARRpY N.pil ~ ~ FEET ~ x J,B~ JIMCi1CM BL% N ~ ~ ~ ~ A B CJ~ ~ S ~ uW Y.H. NNAIpLE
6 wpm ~ ~ ~A x J'i w P d ~ i.B.C.J. iPAFF IL BEARING Ofltl' INLET 1.B.J.B. iflAFFIL BEARING JIMCi ICN BC% 8^~ m z I ~ ~
~ $ ~ ~ I ~i4~ 5¢E Ix^ Is° re' 1R• Bc JN' n' Ae' EA er ~ ~ ~ h 9 ~ ~ 5 ~ ~ 3 ~ r B g
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-L- 37+it RT 20 19 242,46 242.13 67
-L- 37+11 LT 19
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-L- 3}+it Li 19 32 AEYOYE NwINU PIPE ro coHSmuLT Je
-L- 37+iT Li 19 19 24113 239.96 ~ RErxw ErISrIHB PIPE
-L- 36+40 LT 16 CONVERT ENISiINC CE N JB ktiN WC -L- 36+40 LT 16 11 239,56 232.10 136
-l- 35+00 LT 17
-L- 35+00 LT 17 15 232,50 218.39 210
-L- 32+25 LT 15
-L- 32+25 LT 15 OU 217,99 211.17 IB
-L- 43+14 Li 23 I
43+14 LT 23 23A 235.80 234.20 24
-L- 43+31 LT 23 I OAL CB
-L- 43+37 LT 23 25 233.10 233.25 24 i ~
-L- 43+59 ~T 2fi _ E%f9TIN0 CB
-L- 43+59 LT 26 2} I I RETAIN FNISTiNO PIPE
-L- 46+50 LT 31 ~ EMISiING CB P.- 46+50 LT 31 27 253.64 233,16 i ~ {
AE7AIN iNIBTINO PIPE -L-4b+50 iT fN 2l 230.44 223,19 ~
REtAIN FNIETINC PIPE Q -L- 46+50 LT 21 I ~ v EMISi[NG CB O
-L-46+50 LT 27 25 229.91 228,24 I RETAIN ENISii XC PIPE W lLI
-L- 43+3B RT 24 i ~ z
43+39 RT 24 25 233.50 232,90 25 ~ a ~
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CNECNED BY: JLR REV(SfQNS
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SCALES
HECALEJ NBCALEr
TOTAL f PAGE 2 J i45 406 16 32 64 TOTAL f PAGE 2) reo,iECr
TOTAL (PAGE U zao2-017 TOTAL f AGE 1 1 182 64 391 281 13S
GRANG TOTAL 921 490 409 2B} 32 135 [ 64 GRAND TOTAL sNEEr Nn. 3A
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