20080315 Ver 1_401 Application_20080208

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City of Raleigh Public Works
Stormwater Management
Date: February 19, 2008
To: Division of Water Quality
401 /Wetlands Unit Central Office
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27601
Attention: Cyndi Karoly
From: John D. Brubaker, Project Engineer II
Re: BIG BRANCH CHANNEL STABILIZATION
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Attached is a copy of the PCN Application Form and plans for the subject project. This is a
renewal of a previous approval for this same project. The only significant change since the
previous approval is the inclusion of a diversion detail and a dewatering detail.
Included in this submittal are the $570 fee and five copies of the following items:
1. PCN Application
2. List of Current Property Owners and Deed Information
3. Previous USACOE Approval Document (9 pages)
4. Regional Map (1 page)
5. Vicinity Map (1 page)
6. Previous DWQ Approval (3 pages)
7. 11" x 17" set of plans (9 pages)
8. Full Set of 24" x 36" Plans (9 pages)
If you have any questions, feel free to contact me at [phone].
Sincerely,
~ :~~.,..,-~Q~
John D. Brubaker, P.E., CFM
Attachments
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PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www. ralei gh-n c.org

401 Certification
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home > sections > swps > wetlands
iNetlands & Stormwater :: 401 Certification Unit
Fees and Procedures
*Express Review Fees can be found here
401 Certification/Isolated Wetlands Permits Fee Increase -The North Carolina General Assembly
approved an increase for application fees for all regulatory programs administered by DWQ, effective
July 1, 2007. However, please note that this does not mean that the increased application fees for the
401 Certification/Isolated Wetlands Permit Programs will be retro-active to July 1, 2007. The Director
of DWQ has determined that the fee increase will specifically become effective for the 401 Program on
September 1, 2007. All applications received by the 401 Unit in Raleigh by close of business on
Friday, August 31, 2007, will be accepted under the old fee schedule. All applications received as of
September 1, 2007 will be subject to the new fee schedule. If you mail an application near the end of
August, be sure to take mailing times into account. If you wish to remain under the old fee schedule,
please be sure to use a delivery process that will guarantee receipt in the Central Office by August 31,
2007. As a reminder, the 401 Unit is able to accept mail (including US Mail and private mail carriers)
at the physical office location of 2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604. Applications
received as of September 1, 2007 with insufficient funds to meet the legislation will be returned. The
revised fee schedule is as follows:
Scale of impacts to wetlands*, waters* and streams** Fee Schedule New Fee Schedule
(whether intermittent or perennial) Effective January 1, Effective September 1,
1999 through 2007
u ust 31 2007
Greater than or equal to one acre of wetlands/waters $475.00 $570.00
ND/OR Greater than or equal to 150 feet of streams
(whether intermittent or perennial) ("Major"
a lications**
Less than one acre of wetlands/waters AND Less than $200.00 $240.00
150 feet of streams (whether intermittent or perennial)
"Minor" a lications**
* Includes all wetlands and waters identified as Waters of the State, including 404 Wetlands, Isolated
Wetlands, and other non-404 Wetlands subject to a permitting program administered by the State of
North Carolina.
** Includes all streams claimed by the State of North Carolina. US Army Corps of Engineers stream
categories such as important/unimportant, or Relatively Permanent Waters are not relevant to this
issue.
***The legislation refers to "major" and "minor" applications. These artificial categories refer to
combined impacts, and have no relationship whatsoever to the actual types of 401Certifications and
Isolated Wetlands Permits (Individual and General). Fees are based strictly on the scope of impact,
not on the type of authorization requested. If you apply fora 401 Certification and an Isolated
Wetlands Permit on a single project, the impacts are added to determine the total application fee.
Fees and Payment Details:
The 1998 North Carolina General Assembly adopted fees for the 401 Water Quality Certification
Program effective January 1, 1999 (see attached) (Section 143-215.3D(e)].
http://h2o.ehnr.state.nc.us/ncwetlands/rd_wetlands_fees.htm 12/31 /2007

401 Certification
Major Water Quality Certification
(defined as those with greater than or equal to one acre of wetland or water fill or equal
to 150 feet of stream impact)
These will have a fee of $475.00
Minor Water Quality Cer#ifications
(defined as less than one acre of wetland or less than 150 feet of stream impact)
These will have a fee of $200.00
• Any applications received by DWQ after January. 1, 1999 must be accompanied
by a check for the required amount.
If payment is not included with a request for a Nationwide Permit, the application
will be returned to the applicant as incomplete.
• If the correct payment is not included with an Individual 404/401 or a CAMA
Permit Application, a project file will be created, but the applicant will receive a
letter informing them that the project will not be processed until the full payment
is provided.
• Checks should be made out to "N.C. Division of Water Quality"
Additional Provisions:
Page 2 of 2
Changes to an existing 401 Water Quality Certification require a full new Certification by DWQ.
Additionally, any 401 Certification that is requested to be renewed, as a result of the work not being
completed prior to the expiration date, also results in a full issuance of a new Certification. A fee is
required with each issuance.
• Due to the requirement for fee payment for each request, applicants are advised to include as
many project details and phases as possible in the initial application.
• If a project requires a CAMA permit and its associated fee, a payment for the 401 Certification
request is still required.
• No refunds will be issued for denied, modified or withdrawn certification requests. If DWQ or the
Corps of Engineers retires a project due to insufficient or inaccurate information, no refunds will
be issued.
• Payment must be made in full.
• Nationwide Permits for minor wetland impacts or those without wetland or stream fill that do not
require written approval of the 401 Water Quality Certification do not require payment of the fee.
If an applicant still chooses to submit an application in order to have written approval to file with
their project records, then the fee payment is required if wetland or stream fill is involved.
• Receipts for fees will only be sent upon written request.
Also please be aware that the Division considers stream impact to be length rather than area in all cases
regardless of Individual versus Nationwide permit status or significant versus insignificant channel. This
has been DWQ's policy since February 1997 but recently some confusion has developed with some
applicants.
Please call Cyndi Karoly at [phone] if you have any questions about Certification fees or the
stream length versus area.
~~ top of page
Mail Service Center 1650 • Raleigh, NC 27699-1650 • 733-1786
DV:~Q - DEtVR - NCGOv
http://h2o.ehnr.state.nc.us/ncwetlands/rd_wetlands_fees.htm
l 2/31 /2007

0~--3.5
Office Use Only: Form Version 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".)
I. 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: 27
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 ~ ~~ L_~ ~1~~
1. OwnerlApplicant Information FEB 1 ~ 2(J08
Name: City of Raleigh
Mailing Address: Department of Public Works „~ nupsAND oRr~wA kaw~cr+
~~Q
Post Office Box 590
Raleigh, NC 27602 - 0590
Attention: Mr. Carl R. Dawson Jr. P.E.
Telephone Number: (919) 890 - 3030 Fax Number: (919) 890 - 3832
E-mail Address: cart.dawson(a,ci.raleigih.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of ] 3

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
USAGE 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: Big Branch Stream Stabilization Project
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See Attached
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From I-440 head north on
Wake Forest Rd.; turn left on Hardimont Rd.; turn right on Quail Hollow Dr.• turn left on
Compton Drive. Project is between Compton Dr. and Hardimont Rd. west of Quail Hollow
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): 759354 °N 2110752 °W
6. Property size (acres)
3.13
7. Name of nearest receiving body of water: Big Branch a tributary of Crabtree Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The stream is located in an existing residential area
consisting of quarter acre and half acre single family homes. The watershed is completely
developed and due to the development the stream is de- rading and the channel is incising
Page 6 of 13

due to increased stormwater run off. The stream is located in a FEMA mapped flood prone
area. The majority of soils within the project sub-basin consist mainly of soils in the
h drolo is group B and h drologic group D to a much lesser extent.
10. Describe the overall project in detail, including the type of equipment to be used: Channel
restoration/stabilization will be conducted between the culvert crossing Hardimont Rd.
and the culvert crossing Compton Rd., approximately 2140 LF. Due to utility conflicts and
lack of area between existing homes and the stream it was determined that structural channel
stabilization will be necessary. Both left and right banks of the channel will be stabilized
utilizinP the following efforts: willow staking, root wad, willow branch packing plantings
rip-rap, ~abions and coir fiber rolls for toe stabilization. Channel banks will be sloped at
1.SH:1 V due to area limitations as homes encroach so closely to the channel. Since the
channel meanders rg eatly in this section, causing excessive bank undercut and debris build-
up, it will be realigned horizontally and vertically. Horizontal realignment will cause an
increase in the enemy grade line. To combat the increase, cross vanes and J-hook weirs will
be constructed of 30"-36" boulders along the channel stream bed. Furthermore the stream
bed will be `smoothed' by taking existing creek bottom material from hi h~spots and placing
this material in low spots, pools and undercut areas. Equipment expected to be used by the
contractor include; track hoe, back hoe, loader and tandem (dump) trucks. The contractor will
stabilize the channel in sections not to be longer than 250 LF at a time. Once the section has
been completed, seeded mulched and stabilized the contractor will be allowed to continue to
the next 250 LF of channel in order to reduce negative impacts on the stream due to
construction.
11. Explain the purpose of the proposed work: Correct existing erosion and debris build-up
problems by stabilizing the existing stream banks utilizing soil bio-en ineerin techniques.
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. An Environmental Assessment was prepared for this project through NC
DWQ and reviewed through the State Clearing House. A FONSI was issued by the NC
Environmental Policy Act Coordinator in March 2000, a copy is attached. A copy of Nationwide
Permit Number 13, application number 199821013 dated 15 July 1998 expired on 13 July
2000, is attached. A copy of Nationwide Permit Number 27 application number 200521380
dated 12 October, 2005 expired on 18 March 2007 is attached. The Nationwide permit 27 was
extended to 17 March 2008 because the City of Raleigh had expended funds for the project A
Page 7 of 13

copy of the Approval of 401 Quality Certification DWQ Proiect #980591 dated 7 August 2000
is attached.
V. Future Project Ptans
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.
None anticipated.
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.
Provide a written description of the proposed impacts: Approximately 4280 LF of stream
bank will be impacted as well as approximately 735 LF of stream bed. The impacts include
placing the aforementioned structural stabilization measures, excavation compaction and
sloping of banks and horizontal and vertical stream bed realignment. Several mature trees
will be removed from the channel area and replaced with new plantings. No wetland impacts
are anticipated.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flopdin~.
Wetland Impact
Site Number
(indicate on map)
Type of Impact ~'ype of Wetland
(e.g., forested, marsh.
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
Page 8 of 13

3. List the total acreage (estimated) of all existing wetlands on the property: 0
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 acrea>7e, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
Entire Project Big Branch Stabilization Perennial 30 2140 3.13

Total Stream Impact (by length and acreage) 2140 3.13
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, dreds?in~, floodint7, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A

Total Open Vb'ater Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 3.13
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 3.13
Total Stream Impact (linear feet): 2140
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Page 9 of 13

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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 scope of the project is to
address erosion problems along the existing stream. Since the watershed has been fully
developed and due to the close proximity of existing homes there are no practical alternatives.
Therefore, operations such as bank excavation/sloping and channel realignment could not be
alleviated. Soil bio-engineering methods will be utilized to minimize impacts caused by more
intrusive methods of structural stream stabilization such as; piping the channel or the use of
concrete retaining walls. Furthermore, the contractor will be limited to 250 LF of channel
disturbance. The contractor will not be able to start the next 250 LF section of channel until the
preceding section is stabilized and inspected, thereby, limiting the active disturbance of the
channel to 250 LF at any one time. North Carolina Department of Environment and Natural
Resources (NCDENR) policies for sediment controls will be enforced during construction.
VIII. Mitigation
DWQ - In accordance with I SA NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
Page 10 of 13

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://h2o.enr.state.nc.us/ncwetlands/strmPide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCF.,EP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
1X. 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)?
Page 11 of 13

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 ^
X.
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 ^
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 2B .0259 (Tar-Pamlico), I SA NCAC 02B .0243 (Catawba) I SA 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 62227 3 (2 for Catawba) N/A
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel: Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI
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 I SA NCAC 2B .0242 or .0244, or .0260. Buffer Mitigation will not be required for
this proiect. The application of Bio-Enl?ineerin~ for bank stabilization will enhance the
riparian buffer for this project.
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.
N/A
Yage 12 of 13

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: Project
will stabilize the existing stream banks to eliminate erosion occurring at specific locations. This
project will not result in additional development.
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).
Applicant/Agent's nature ~ ~ ~ ;~ J 1 ~ ~ $ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
;~
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Page 13 of 13

BIG BRANCH AREA PROPERTY OV~-~NERS
NAME BOOK PROPERTY MAILING ADDRES PARCEL ADDRESS
PAGE ID NUMBER
1 GOEBEL, CHOOSRI DB 12720 1715098497 140 W OLD ELM RD 3901 Quail Hollow Drive
TRUSTEE
pG 0394 Lake Forest, IL 60045
2 CAMPBELL, JOSEPH B & DB 10931 1715098576 3905 QUAIL HOLLOW DR 3905 Quail Hollow Drive
KATHLEEN D
PG 2327 Raleigh, NC 27609
3 HEMRIC, BRIAN S & DB 10832 1715098656 3909 QUAIL HOLLOW DR 3909 Quail Hollow Drive
RENEE
PG 0487 Raleigh, NC 27609
4 BABU, PREKASH DB 12673 1715098764 3913 QUAIL HOLLOW DR 3913 Quail Hollow Drive
PG 0836 Raleigh, NC 27609
5 REED, ELIZABETH LYNNE DB 12675 1715098862 3917 QUA[L HOLLOW DR 3917 Quail Hollow Drive
PG 1169 Raleigh, NC 27609
6 LACKEY, MALCOLM DB 04746 1715098971 3921 QUAIL HOLLOW DR 3921 Quail Hollow Drive
ARMSTRONG
PG 0801 Raleigh, NC 27609
7 KEENER, DAVID M & DB 07763 1715098987 28 1/2 WESTFORD RD 3925 Quail Hollow Drive
SWAIN, LINDA L
pG 0035 Ayer, MA 01432
8 ROSSELLI, RAELENE DB 02094 1716008097 3929 QUAIL HOLLOW DR 3929 Quail Hollow Drive
PG 0129 Raleigh, NC 27609
9 KLOOS, LYLA DODD DB 09432 1716009136 4001 QUAIL HOLLOW DR 4001 Quail Hollow Drive
PG 2009 Raleigh, NC 27609
10 WHiTACRE, JEFFREY B & DB 06550 1716009266 4005 QUAIL HOLLOW DR 4005 Quail Hollow Drive
AUDREY R
PG 0070
Raleigh, NC 27609
I I LOPEZ, GLADYS DB 12595 1716100335 4009 QUAIL HOLLOW DR 4009 Quail Hollow Drive
PG 2141 Raleigh, NC 27609
12 ANTONELLI, REBECCAS S DB 08280 1716100454 4101 QUAIL HOLLOW DR 4101 Quail Hollow Drive
PG 2706 Raleigh, NC 27609
13 JABBOUR, JAD G & DB 07262 1716100563 4105 QUAIL HOLLOW DR 4105 Quail Hollow Drive
MARCELLE G
PG 0786 Raleigh, NC 27609
14 GHOLIZADEH, ALI R DB 08239 1716100653 4837 REMBERT DR 4109 Quail Hollow Drive
PG 1125 Raleigh, NC 27609
15 POUCHER, JOHN W JR & DB 03437 1716100762 4201 QUAIL HOLLOW DR 4201 Quail Hollow Drive
CHERIE R
pG 0936 Raleigh, NC 27609
16 CITY OF RALEIGH DB 08467 1716100891 PO BOX 590 4205 Quail Hollow Drive
PG 0125 Raleigh, NC 27602
Thursday, February 14, 2008 Page 1 of 3

NAME BOOK PROPERTY MAILING ADDRES PARCEL ADDRESS
PAGE ID NUMBER
17 BRADLEY, CARLA (MARK DB 10404 1716100992 4209 QUAIL HOLLOW DR 4209 Quail Hollow Drive
AND CARLA SIPPLE)
PG 0261 Raleigh, NC 27609
18 CITY OF RALEIGH C/O DB 08766 1716110092 222 W HARGETT ST RM 307 4213 Quail Hollow Drive
GINGER FREEMAN
pG 2104 Raleigh, NC 27609
19 HONG, DAO CHENG DB 12300 1716110193 4301 QUAIL HOLLOW DR 4301 Quail Hollow Drive
PG 1504 Raleigh, NC 27609
20 BUTCH, GROOVER B & DB 02281 1716110293 4305 QUAIL HOLLOW DR 4305 Quail Hollow Drive
JOYCE T
PG 0566 Raleigh, NC 27609
21 HARE, THOMAS M & DB 04338 1716019214 4208 CONVERSE DR 4208 Converse Drive
BONNIE J
PG 0657 Raleigh, NC 27609
22 SEXTON, FREDERICK DB 03625 1716019125 4204 CONVERSE DR 4204 Converse Drive
WILLIAM
pG 0850 Raleigh, NC 27609
23 GANTT, CHRISTOPHER P DB 10961 1716019035 4200 CONVERSE DR 4200 Converse Drive
& WENDY
PG 1128 Raleigh, NC 27609
24 KROMHOUT, MICHAEL A DB 11889 1716009916 4124 CONVERSE DR 4124 Converse Drive
& JENNIFER M
PG 2463 Raleigh, NC 27609
25 SMITH, WILLIAM F III DB 05143 1716009807 4120 CONVERSE DR 4120 Converse Drive
PG 0303 Raleigh, NC 27609
26 BEIDLER, ALLAN L & DB 05240 1716008787 4116 CONVERSE DR 4116 Converse Drive
ELLEN M
PG 0375 Raleigh, NC 27609
27 KNORR, JOANN DB 11553 1716008649 4112 CONVERSE DR 4112 Converse Drive
PG 2276 Raleigh, NC 27609
28 MILLER, THOMAS M & DB 02666 1716008600 4108 CONVERSE DR 4108 Converse Drive
MARTHA P
pG 0254 Raleigh, NC 27609
29 CITY OF RALEIGH DB 08442 1716007572 PO BOX 590 4104 Converse Drive
PG 2159 Raleigh, NC 27602
30 HANCHETTE, DAVID A & DB 08187 1716007434 4100 CONVERSE DR 4100 Converse Drive
KIMBERLY C
pG 2072 Raleigh, NC 27609
31 HANCHETTE, DAVID A & DB 08187 1716007306 4100 CONVERSE DR 4040 Converse Drive
KIMBERLY C
PG 2070 Raleigh, NC 27609
32 PINNACLE OF NC LP DB 12325 1716007207 2529 LAURELFORD LN 4036 Converse Drive
PG 0972 Wake Forest, NC 27587
33 HOWE, PATRICIA C DB 12359 1716006199 4032 CONVERSE DR 4032 Converse Drive
PG 0285 Raleigh, NC 27608
Thursday, February 14, 2008 Page 2 of 3

NAME BOOK PROPERTY MAILING ADDRES PARCEL ADDRESS
PAGE ID NUMBER
34 NIVER, JAMES W DB 09184 1716006192 4028 CONVERSE DR 4028 Converse Drive
PG 1344 Raleigh, NC 27609
35 CITY OF RALEIGH DB 08439 1716006083 PO BOX 590 4022 Converse Drive
PG 2310 Raleigh, NC 27602
36 CITY OF RALEIGH DB 08480 1715096974 PO BOX 590 4016 Converse Drive
PG 1075 Raleigh, NC 27602
37 CITY OF RALEIGH DB 08445 1715096846 PO BOX 590 4012 Converse Drive
PG 2139 Raleigh, NC 27602
38 CITY OF RALEIGH DB 08446 1715096739 PO BOX 590 4008 Converse Drive
PG 2765 Raleigh, NC 27602
39 CITY OF RALEIGH DB 08440 1715096740 PO BOX 590 4004 Converse Drive
PG 2]96 Raleigh, NC 27602
40 SMITH, JAMIE LENN DB 11535 1715096632 200 4 EAST EDENTON ST 4000 Converse Drive
PG 2293 Raleigh, NC 27601
41 ALBOUYEH, C EMIL DB 10798 1715096544 3908 CONVERSE DR 3908 Converse Drive
PG 1668 Raleigh, NC 27609
42 BENNETT, JOHN W DB 05248 1715096476 3900 CONVERSE DR 3900 Converse Drive
PG 0221 Raleigh, NC 27609
43 ELDORADO ENTERPRISES DB 01720 1716009501 PO BOX 2627 4051 Quail Hollow Drive
INC C/O A B ANDREWS
PG 0251 Raleigh, NC 27602-2627
Thursday, February 14, 2008 Page 3 of 3

U.~. Army Corps of engineers
Raleigh Regulatory Field Office
6508 Falls of the Meuse Road
Suite 120
Raleigh, Noxth Caxolina 27615
' Pone: (919} 876-8441
Fax: (91.9} 876-5823
FAX COVER SHEET
Date: f
Message to: b b ( ~J
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From:
Total number of pages including cover page:
Tf all pages are not received, please call 876-8 4l .
Remarks:

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NATIONWIDE PERMIT 27
l~l/PAR1 MEI\rT Op THE ARMY
CORPS Op' 1/NGINlE12S
FiNAf. NOTIC1r QF ISSUANCE AND 1v101]IFICATIQN OF NATIONWIDE PERMITS
FEDERAL R)~G1ST)=R
AUTi:iORIZI;D MARCH 18, ?002
Stream and Wetland Restoration Activities. Activities in waters of the C)'nited States
associated with the restoration of former waters, the enhancement of degraded tidal and nor -tidal
wetlands and riparian areas, the creation of tidal and non-tidal wetlands and riparian areas, .tnd
the restoration and enhancement of non-tidal streams and non-tidal open water areas as foll~~ws:
1. The activity is conducted on:
a. Non-Federal public lands and private lands, in accordance with the terms and
conditions of a binding wetland enhancement, restoration, ar creation agreement between the
landowner and the U.S. Fish and Wildlife Service (FWS) or the Natural Resources Conserv.ztion
Service (MRCS), The National Ntarine Fisheries Service (I`rMF), the National Ocean Sei-vic~.
(NOS) or voluntary wetland restoration, enhancement, and creation actions docutnerited~ by he
NRCS pursuant to NRCS regulations; or - , '
b. Reclaimed surface coal mined lands, in accordance with a Surface Miniiag Control and
Reclamation Act permit issued by the Office of Suz•face Mining or the applicable state agency
(the future reversion does not apply to streams or wetlands created, restored, or enhanced as
mitigation for the mining impacts, nor naturally due to hydrologic or Copographic features, nor
for a mitigation bank); or
c. Any other public, private or tribal lands;
2. Notification: For activities an any public or private land that are not described by
paragraphs (1)(a) or (1)(b) above, the permittea must notify the District Engineer in aceordar~ce
with General Condition 13; and
3. Plantinb of only native plant species should occur on the site.
Activities authorized by this nationwide permit include, to the extent that a Corps permit is
required, but are not limited to: the removal ofaccumulated sediments; the installation, removal,
and maintenance of small water control structures, dikes, and berms; the installation of curre~it
deflectors; the enhancement, restoration, or creation ofriffle and pool stream structure; the
placement of in-stream habitat structures; modifications of the stream bed and/or banks to restore
or create stream meanders; the backfilling of artificial channels and drainage ditches; the removal
of existing drainage: structures; the construction of small nesting islands; the construction of open
water areas; the construction of oyster habitat over unvegetated bottom in tidal waters; activii ies
needed to reestablish vegetation, including plowing or discing for seed bed preparation and the
600/ZCO'd TT.%~ ~.~~~3 'IK23 3~KSii iZ85 9L8 6~6 Z6~6T SO~~Zazl',L~G

planting of appropriate wetland speeiesD mechanized landclearir~ to remove non-native invasive,

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exotte or nuisance vegetation; and other related acuv~ues.
This NWP does not authori2e the conversion of a stream to another aquatic use, such as file
creation of an impoundment for waterfowl habitat. This NWP does not authorize stream
channelization. This NWl' does not authorize the conversion of natural wetlands to another
aquatic use, such as creation of waterfowl impoundments where a forested wetland previo~~sly
existed. ]'-Towever, this NWP authorizes the relocation of non-tidal waters, including non-tidal
wetlands, on the project site provided there are net gains izt aquatic resource functions and values.
)~or example, this NWP may authorize the creation of an open water impoundment in a non-tidal
emergent wetland, provided the non-tidal emergent wetland is replaced by creating that wetland
type on the project site. This NWP dogs not authorize the relocation of tidal waters.or the
conversion of tidal waters, including tidal wetlands, to other aquatic uses, such as the conversion
of tidal wetlands into open water impoundments.
Reversion. For enhancement, restoration, and creation projects conducted under paragr•~phs
(1)(a), this NWP does not authorize any future discharge of dredged ar till material associated
with the reversion of the area to its prior condition. In such cases a separate permit would t~e ,
required for any reversion. For restoration, enhancement, and creation projects conducted ender
pazagraphs (1)(a) and (1)(b}, this NWP also authorizes any future discharge of dredged~r fill ;
material associated with the reversion of the area to its documented prior condition and rise (i.e.,
prior to the restoration, enhancement, or creation a.ctivities). The rev~rsian must occur within
five years after e~:pira~ion of a limited term wetland restoration or creation agreement or permit,
even if the discharge occurs after this NWP expires. This NWF also authorizes the reversion of
wetlands that were restored, enhanced, or created on prior-converted cropland that has not been
abandoned, in accordance with a binding agreement between the landowner and NRCS or FWS
(even though the restoration, enhancement, or creation activity did not require a Section 44~~
permit}. The five-year reversion limit does not apply to agreements without time limits reached
under paragraph (1)(a}. The prior condition will be documented. in the original agreement o:-
permit, and the determination of return to prior conditions will be made by the, Federal agency or
appropriate state agency executing the agreement or permit. Prior to any reversion activity, the
p~:rmittee or the appropriate Federal or State agency must notify the District Engineer and
include the documentation ofthe prior condition. Once an area has reverted back to its prior
physical condition, it will. be subject to whatever the Corps rebulatory requirements will be at
that future date. (Sections 10 and 444)
Note: Compensatory mitigation is not required for activities authorized by this NWP,
provided the authorized work results in a net increase in aquatic resource functions and va1L es in
the project area. This NWP can be uszd to authorize compensatory mitigation projects, including
mitigation banks, provided the permittee notifies the District Engineer in accordance with
General Condition 13, and the project includes compensatory mitigation for impacts to waters of
the United States caused by the authorized work. However, this NWP does not authorize thi:
reversion of an area used for a compensatory mitigation project to its prior condition. NWP 27
can be used to authorize impacts at a ntigation bank, but only in circumstances where it ha>
been approved under the lnteragency Federal Mitigation Banks Guidelines.
3
600/600'd ITc,b# ~~~ ZK2i 3.',`dSfl iZ85 9L6 6T6 i6~fiT S)OZ.ZT'Z~G

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200521380 County: Wake USGS Quad: Raleigh West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner /Authorized Agent: Mr. Carl R. Dawson, Jr., PE
Address: City of Raleigh
PO Box 590
Raleigh, NC 27602
Telephone No.: 919-890-3030
Size and location of property (water body, road name/number, town, etc.): The project site is in Big Branch between
Compton Drive and Hardimont Road in Raleigh, Wake County, NC.
Description of projects area and activity: This permit authorizes 4,280LF of stream restoration activities to Big
Branch.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
^ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Pernlit Number: 27
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]} to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
if there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at (9n19) 876-8441 x30.
Corps Regulatory Official -Monte Matthews ~' •s,, 1 "~ Date: October l2, 2005
Expiration Date of Verification: March 18, 2007
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Determination of Jurisdiction:
^ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331).
^ There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is
a change in the law or our published regulations, this determination may be relied upon for a period not to exceed
five years from the date of this notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
^ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued _. Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adiacent to BiP Branch. The property also contains stream channels that
exhibit an Ordinary High Water Mark as indicated by changes in soil character and absence or terrestrial
vegetation and are hydrologically connected to Big Branch nnine' the Neuse River Basin.
Corps Regulatory Official _Monte Matthews ~-~ rv~~~
Date October 12, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:

ZThe term "adjacent" means bordering, contiguous, or neighboring. Wetlands separated from other waters of the U.S. by man-made dikes or barriers,
natural river berms, beach dunes, and the like are also adjacent.
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
A licant: Dawson Ci of Ralei h File. Number: 200521380 Date: October 12, 2005
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission
PROFFERED PERMIT (Standard Permit or Letter of ermission B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/reg or
Co s re ulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section ll of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - RE VEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
andlor the appeal process you may contact: may also contact:
Monte Matthews Mr. Michael Bell, Administrative Appeal Review Officer
6508 Falls of the Neuse Road CESAD-ET-CO-R
Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, NC 27615 60 Forsyth Street, Room 9M 15
919-876-8441 x30 Atlanta, Geor is 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
Date: Telephone number:
Signature of appellant or a ent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM
Permit Number: 200521380
Permit Type: NW27
Name of County: Wake
Name of Permittee: City of Raleigh, Carl R. Dawson, Jr.
Date of Issuance: October 12, 2005
Project Manager: Monte Matthews
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-R
6508 Falls of the Neuse Road Suite 120
Raleigh, North Carolina 27615
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to permit
suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was completed
in accordance with the permit conditions.
Signature of Permittee
Date

Fib re 1
Regional Map
Big Branch Channel Improvements
City of Raleigh
Wake County, North Carolina

~.
Figure 2
Source: Fialeich East and Raizi[n West, Nora Carciir 7S S'iw:e USGS ~ ~ ~ ~ K ~ ~` , ~ ~ ~y
Tcpocrpnic C~:acrzncie. 1987. 1 tJ,( 4~_j
Big Branch Channel Improvement
Scale inFe_! ~ City of Ra{eigh
____ _ ,:~~r, Wake County, North Caroling

O~O~WAT~9pG
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O ~
December 14, 2005
Mr. Carl R. Dawson
City of Raleigh
Department of Public Works
P.O. Box 590
Raleigh, NC 27602-0590
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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Subject Property: Big Branch Stream Restoration
Big Branch (030402, 27-33-17, C; NSWI
20Q~
~~~~ ~~
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 051735
Wake County
~~~~~
DENR. h'AIFR
1M1`ETLANDS,91yD gr pR~ ~R gRANC
N
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 2,140 linear feet of stream and 62,227 square feet (ftz) of Zone 1 Neuse River
protected riparian buffer for the purpose of performing stream restoration on the Big Branch stream at the
subject property, as described within your undated application which was received by the N.C. Division
of~ Water Quality (DWQ) on September 12, 2005. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3495 (GC3495). The
Certification(s) allows you to use Nationwide Permit(s) NW27 when issued by the US Army Corps of
Engineers (USAGE). 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.
phis 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 he required to send us a nee=.~ application. If ±he property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met- No other impacts are
approved including incidental impacts:
401 OversighUExpress Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] /Internet: htto://h2o.enr.state.nc.us/ncwetlands
One
No hCarolina
~aturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

City of Raleigh -Department of Public Works
Page 2 of 3
December 14, 2005
Amount Approved
(Units) Plan Location or Reference
Stream 2,140 (linear feet) PCN page 9 of 13
Buffer -Zone 1 62,227 (s uare ft.) PCN a e 12 Of 13
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. 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.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B 33 and GC 3402.
6. 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.

City of Raleigh -Department of Public Works
Page 3 of 3
December 14, 2005
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
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.
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 Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Q~Y`~Alan W. Klimek, P.E.
AWKlijm
Enclosures: GC 3495
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: OS 1735CORaleighBigBranchStreamRest(Wake)401

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INDEX OF SHEETS
1 TITLE SHEET
2 GENERAL NOTES AND LEGEND
3 PLAN & PROFILE SHEET
STA. 0+00 TO STA. 6+00
4 PLAN & PROFILE SHEET
STA. 6+00 TO STA. 12+00
5 PLAN & PROFILE SHEET
STA. 12+00 TO STA. 18+00
6 PLAN & PROFILE SHEET
STA, 18+00 TO STA. 21 +50
7 CONSTRUCTION ACCESS
8 DETAILS
9 DETAILS
THE CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
Q~~~~a~a
FEB 1 9 2008
DENR • CATER t]UAUTY
y~ ANDS AND SiORi~AWWAiER gRAidCH
MAP
PROJECT
cF
ATTENTION CONTRACTORS
The Construction Contractor responsible for the modification
to the water or sewer, as approved in these plans, is
responsible for contacting the Public Utilities Department at
919-857-4540 at least foamy-eiq~(~ hours prior to
beginning any of their construction.
Failure to notify the City of Raleigh's Public Utilities
Departments in advance of beginning construction, will
result in the issuance of monetary fines, and require
reinstallation of any water and sewer facilities nat inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug,
have Permitted Plans on the Job site, or any other
Violation of City of Raleigh Standards will result in a J=jpg
and Possible Exclusion from future work in the City of
Raleigh.
BIG BRANCH CHANNEL STABILIZATION PROJECT
PW 2005-14
wo aecciu
~~~
STOP
~~~~~~~~
~m unm
PREPARED BY:
ARD
OLINA 28217
4-525-8529
WOOIPERi
WOOLPERT, INC.
8731 RED OAK BOULEV
CHARLOTTE, NORTH CAR
704-525-6284 FAX 70

GENERAL NOTES
1. ALL WORK SHALL COMPLY IM1H NCDOT AND THE CITY OF RALEIGH STANDARDS AND SPECIFCAlONS, UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR SHALL KEEP ALL DISTURBED AREAS TO A MINIMUM. ALL AREAS DISTURBED BY THE
CONTRACTOR SHALL BE RESTORED IN ACCORDANCE WITH THE PUNS, STANDARDS, AND SPECIFCATIONS.
3. ADDI710NAL EROSION CDNTROL DEVICES ARE TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE GTY,
OR THE CITY REPRESENTATIVE.
4. TRAFFlC CONTROL SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE PROJECT BY THE CONTRACTOR, IN
ACCORDANCE WITH THE PUNS AND SPECIFCATIONS OR AS DIRECTED BY ThE CITY. ALL TRAFFlC CONTROL SHALL
COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFlC CONTROL DEVCES, NCDOT STANDARDS
AND SPECIFICATIONS, AND THE CITY OF RALEIGH STANDARDS AND SPECIFICAl10NS,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALU710N, AND OPERATION OF ALL TEMPORARY
AND PERMANENT BRACING AND SHORING AS NECESSARY TO PERFORM THE WORK AS DESCRIBED IN THE PROJECT
PLANS AND SPECIFICATIONS. THIS INCLUDES EMPLOYING OR OTHERWISE PROVDE FOR PROFESSIONAL STRUCTURAL
AND GEOTECHNICAL ENGINEERING SUPERNSION TO ASSESS THE NEED FOR SHEET PILING, BRACING, SNORING, AND
DESIGN. RESULTS OF THIS DESIGN ANALYSIS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RALEIGH
PRIOR TO INSTALUTION.
6. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT OSHA AND OTHER SAFETY STANDARDS AND REGUUTIONS
7. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
RECORDS, AND THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
EXISTENCE OF WHICH IS AT PRESENT NOT KNOWN. VERIFlCATION OF THE LOCATIONS OF UNDERGROUND UTILITIES,
SHOWN OR NOT SHOWN, SHALL BE 1HE SOLE RESPONSIBILITY OF THE CONTRACTOR.
8. ADJUSTMENT OF CITY-OWNED UTILITY STRUCTURES ANO MANHOLE TOPS SHALL BE PROV10E0 BY THE
CONTRACTOR.
9. DURING ALL PHASES OF CONSTRUCTION, CARE SHALL BE TAKEN TO MINIMIZE DAMAGE TO EXISTING
IMPROVEMENTS ON OR ADJACENT TO THE SITE. ANY ITEMS DAMAGED SHALL BE REPAIRED OR REPUCED TO THE
SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.
10. TEMPORARY RESIDENTIAL FENCING WILL BE REQUIRED WITHIN BACKYARDS OF LOTS, AS DIRECTED BY THE CITY
OR THE CITY REPRESENTATIVE.
11. WORKING HOURS SHALL BE UNITED FROM 8:00 AM TO 6: D0 PM MONDAY THROUGH SATURDAY.
12. A BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED TO PUBLIC UTILITIES PRIOR
TO PUMPING OPERATIONS TO COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO
HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR 1HE LINE OR AREA OF WORK. THE
CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROMDED FLOW INFORMAl10N.
PUMPING OPERATIONS MUST BE MONITORED 24 HOURS A OAY FOR EACH DAY OF THE PUMPING OPERATION BY
OUALIFlED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. 1008 REDUNDANCY IS REQUIRED FOR
PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TO
FACILITATE IMMEDIATE USE UPON FAILURE OF THE PPoMARY PUMPS. PUMPS AND GENERATORS USED FOR BYPASS
OPERATIONS SHALL BE QUIET EQUIPMENT ENCLOSED IN SOUND DEADENING DEVICES AND SHALL BE IN
ACCORDANCE WITH CITY OF RALEIGH CITY CODE SECTION 12, CHAPTER 5: NOISE. AVERAGE DAILY FLOW-695
GALLONS/MINUTE. PEAK DAILY FLOW=1,737 CALIONS/MINUTE.
CONSTRUCTION SEQUENCE
1. FURNISH ANO INSTALL TRAFFlC CONTROL ADVANCE WARNING SIGNS NEAR CONSTRUCTION
ACCESS POINTS, AS DIRECTED BY THE CITY, AND MAINTAIN THEM THROUGHWT THE
PROJECT'S DURATION.
2. INSTALL FABRIC, STONE, AND GRAVEL CONSTRUCTION IXIT WITHIN CONSTRUCTION ACCESS
AND STAGING AREAS AS INDICATED ON THE PUNS AND SPECFCATIONS OR AS DIRECTED
BY THE CITY.
3. REMOVE EXISTING TREES IDENTIFIED ON THE PLANS, IN ACCORDANCE WITH THE
SPEGFlCAiIONS. PROVIDE TREE PROTECTION FOR THOSE TREES TO BE SAVED WITHIN THE
CONSTRUCTION AREA.
4. INSTALL ONE ROCK CROSS VANE DOWNSTREAM OF IMMEDIATE AREA OF DISTURBANCE TO
ACT AS SILT BASIN. MAINTAIN IN ACCORDANCE W1TH SPECIFCATIONS.
5. CONTRACTOR SHALL BEGIN STREAM STABILIZATION ACTIVITY AT THE UPSTREAM LIMIT OF
CONSTRUCTION. THE WORK SHALL BE UNITED TO NO MORE THAN 250 LF OF CHANNE4
VATHOUT COMPLETE RESTORATION ANO/OR STABILIZATION, AND CONTINUE DOWNSTREAM
WITHOUT INTERRUPTION IN CHANNEL RESTORATION.
6. 7HE CONTRACTOR MAY BEGIN PREPARATION OF THE NEXT DOWNSTREAM REACH (250
LF.) PRIOR TO FULL STABILIZAl10N OF THE UPSTREAM REACH, HOWEVER, INSTALLATION OF
PROPOSED IMPROVEMENTS IN THE DOWNSTREAM REACH WILL NOT BE PERMITTED UNTIL THE
UPSTREAM REACH IS APPROVED BY THE PROJECT INSPECTOR.
7. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF
ANY UNSUITABLE MATERIAL TO A LOCAl10N OFF SITE. THE CONTRACTOR SHAD. OBTAIN ANY
AND ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD.
8. TREES TO BE INSTALLED ALONG THE TOP OF BANK SHALL BE INSTALLED ONCE THE
ENTIRE STREAM LENGTH IS COMPLETED.
9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVCES AND MEASURES
UPON ESTABLISHMENT OF VEGETATIVE COVER AND UPON APPROVAL BY THE qTY AND AT
COMPLETION OF THE PROJECT.
LEGEND
® -TREE
-TREE TO BE RENOVeV
D.N.D. -DO NOT DISTURB
~ -TELEPHONE PEDESTAL
"h -cAelE rv PEDEBTu
E)UST. -E>aSRNG
PROP. -PROPOSED
D.I.P. -DUCTILE IRON PIPE
T.B.R. -TO BE REMOVED
T.B.AB.O. -TO BE ADJUSTED BY O1HER5
T.B.R.R. -TO BE REMOVED AND REPLACED
-CONSTRUCTION ACCESS LIMITS
-~~ -SA.T FENCE
~'8 SEE DETAIL N0. 2 ON SHEET 8
2
EIP -EXISRNG IRON PIPE
EIS -E%ISRNC IRON STAKE
CP -COMPUTED PdNT
ISS -IRON STAKE SET
R/W -RIGHT OF WAY
N/F -NOW OR FORMEPo.Y
WL -WATER LINE
SS -SANITARY SEWER LINE
© -MANHOLE
-WATER VALVE
t -SPOT ELEVATION
--- -PROPFATY UNE
P.D.E -PEIMANENT DRANAGE EASEMENT
P.U.D.E. -PERMANENT UTILITY t DRAINAGE EASEMENT
T.C.E. -TEMPORARY CONSTRUCTION EASEMENT
BANK TREATMENTS
COVER EIOSONC RIP RAP WITH TOPSOIL TREAT KITH JOINT PUNTING
~ ~ GRADE AND STABWZE BANKS WILLOW STAKNC
I
~'B ~ STABILIZE BANK AS SHOWN, INSTALL ROOTWAD, BWLDER REVETMENT AND WILLOW BRANCH PACKING
2
8'B a SLOPE BANKS AS SNONN, INSTALL CdR FABRIC, NILLOW STAKING, AND SHRUB PLANTING
e ~ WRAPPED EAR1H SLOPE
t
e ® PLANT 1WTH SHRUBS
2
EXCAVATE MATERIAL FROM SANDBAR
® HLL WITH EXISRNG CREEK BOTTOM MATERIAL
~ SuE SLOPES SHALL BE NO STEEPER 7HAN 1.5(H):1.0(V).
~ SN)E SLOPES MAY BE CONSTRUCTED UP TO 3(H):1(h
~ WHERE CONDITIONS ALLOW. /
\ /
~~ EXISRNG GROUlD /~
~ -~ _ _ J/
\ '-B' YAPoES 4'-8'- _
~\ ~~~ --
SEE PUN VIEW ~ ~ SEE PUN VIEW
F TREATMENT \~~~ /~ ,g~ o FOR BLANKET
/ ~ TRUTMENT
_~
MINIMUM DEPTH
BELOW TOP aF BANK.
yQgL NITS OF PILOT
SEE SHEETS 3-B FOR UNITS CHANNa AS
OF CHANN0. WOPoK. SHOWN ON PUNS
TYPICAL PILOT CHANNEL SECTION
N rs.
1HE FOLLOWING CITY OF RALEIGH DETAILS ARE INCLUDED BY REFERENCE:
0 40.02 -CONSTRUCTION ENTRANCE;
0 40.04 -TEMPORARY SILT FENCE;
0 40.28 -RIP-RAP LINED CHANNEL;
0 40.29 -RIP-RAP LINED CHANNEL;
0 40.36 -TEMPORARY STREAM CROSSING;
0 40.37 -TEMPORARY STREAM CROSSING;
0 40.38 -TEMPORARY STREAM CROSSING;
THESE ARE AVAIUBLE IN PDF, AUTOCAD, OR MICROSTAiION AT THE GTY OF RALEIGH
WEBSITE UNDER PUBUCA710NS, PUBLIC WORKS DEPARTMENT, STANDARD DETAIL
DRAWINGS.
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