20081749 Ver 1_401 Application_20081108

-1749
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November 24, 2008
Ms. Cyndi Karoly
Wetlands Program Development Unit
401/Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
NOV [e-mail]? 5
2 4 2008
DENR - WATER QUALITY
WETLMDS AND STORMWATER WMCtl
Dear Ms. Karoly:
The City of Raleigh is pleased to submit (one copy to USACE and seven copies to DWQ) copies of the
Pre-construction Notification (PCN) application form and a check in the amount of $570.00 made out to
"N.C. Division of Water Quality" to obtain applicable US Army Corps of Engineers (USACE) Section
404 permits and Section 401 Water Quality Certifications and Riparian Buffer approval for the proposed
Cameron Village Stream Enhancement Project on Pigeon House Branch. The project was conceived by
the City of Raleigh to address stream bank erosion and resulting sediment pollution in the Pigeon House
Branch watershed, which is subject to a recent Total Maximum Daily Load (TMDL) allocation and to the
Neuse River Nutrient Sensitive Waters Management Strategy. This project is part of a watershed-wide
initiative that has been undertaken by the City to improve water quality in Pigeon House Branch, the
City's most impaired waterbody. This Cameron Village Stream Enhancement Project has been
recognized as one of the match projects for the $1.1 million in financial assistance awarded by the Clean
Water Management Trust Fund for construction of the Extended Detention Wetland at Fred Fletcher Park,
just recently completed within the Pigeon House Branch watershed. The City has been assisted in the
design of this stream enhancement project by Todd St. John, P.E. with Kimley-Horn and Associates, Inc.
(KHA).
Project Purpose and Need
Camp Dresser & McKee (CDM) completed a study of the five-square-mile Pigeon House Branch
watershed on behalf of the City of Raleigh in 1994 as part of the City's ongoing stormwater management
program. The study identified recommendations for structural and nonstructural improvements that may
be made in the watershed to alleviate existing and projected future stormwater problems related to
flooding, stream bank erosion, and water quality.
Following the completion of the Pigeon House Branch study, the North Carolina Environmental
Management Commission adopted new rules to support the implementation of the Neuse River Nutrient
Sensitive Waters Management Strategy (the Neuse Rules). These rules require select municipalities in
the Neuse River Basin to take steps to reduce nitrogen pollution coming form non-point sources by 30%
from 1995 levels through the use of newly constructed and retrofit water quality facilities.
In addition, since 1998, the Pigeon House Branch watershed has been listed on the State of North
Carolina's 303(d) list as non-supporting due to levels of copper, fecal coliform, and low dissolved
Page I
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
RECYCLED PAPER
Cameron Village Stream Enhancement Project on Pigeon House Branch
November 24, 2008
oxygen. This listing led to the development of a TMDL allocation for the Pigeon House Branch, which
was published in June 2003 by the North Carolina Department of Environment and Natural Resources
Division of Water Quality and approved by US EPA. The TMDL identified combined sewer overflows,
sanitary sewer overflows, cross-connections of sanitary sewers to storm sewers, illegal dumping, non-
human wastes, urban development, and abraded brake pads as the possible sources of pollutants in the
watershed.
Faced with these new and pending requirements, the City proceeded with the development of another
study performed by CDM in 2001, the Pigeon House Branch Updated Water Quality Improvement Plan,
to identify comprehensive cost-effective stormwater best management practices to address water quality
concerns in Pigeon House Branch. This study identified the Extended Detention Wetland at Fred Fletcher
Park, which was constructed in 2008, and additional stream enhancement projects including the Cameron
Village Stream Enhancement Project.
Proposed Project
The proposed Cameron Village Stream Enhancement Project on Pigeon House Branch will stabilize and
enhance severely eroding areas along nearly 1,500 linear feet of an urban stream near downtown Raleigh.
The project location is in the headwaters of Pigeon House Branch and the stream has been heavily
impacted by sedimentation from stream bank failure and bed erosion. The watershed serving the stream
is essentially built out, with no known detention or stormwater treatment facilities upstream, as
development within this watershed occurred prior to any stormwater regulations in place. This stream
enhancement project will not only stabilize the severely eroding areas, as well as repair failing stormwater
structures within the stream; it will also enhance the habitat within the stream corridor. Structures have
been selected for this project by KRA and the City to minimize disturbance in close proximity to mature
trees along the stream bank and an intensive landscaping plan is included for all the disturbed areas within
the project location.
The proposed Cameron Village Stream Enhancement Project is one of the key elements in the City of
Raleigh's strategy to develop a watershed-based solution to nonpoint source pollution in the Pigeon
House Branch watershed and it represents the first stream enhancement project undertaken by the City
within this watershed. The project has been supported by the City of Raleigh Public Works Department,
the City of Raleigh Parks and Recreation Department, and the surrounding community. We look forward
to your endorsement of the proposed project. Please do not hesitate to contact me at [phone] or
our engineer, Todd St. John, P.E., of KHA at [phone] if you have any questions about the project.
Thank you for your consideration of this important project.
Sincerely,
Amy, athaway
Sto ater Program Engineer
City of Raleigh Stormwater Management Division
Page 2
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 1 7 4 9
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing 31PAID
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: Nationwide 13 and 33
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 r @ [R 0 " R IJ
1. Owner/Applicant Information
NOV 2 4 2008
Name: Mr. Carl R. Dawson Jr. P.E. NR • y4ATER QUALITY
Mailing Address: City of Raleigh Public Works DepaAW'ANas
Post Office Box 590
Raleigh, NC 27602-0590
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: carl.dawsongci.raleigh.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: Mr. Todd St. John. P.E.
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: Post Office Box 33068
Raleigh, NC 27636-3068
Telephone Number: 919.653.2950 Fax Number: 919.677.2050
E-mail Address: Todd. StJohnna,kimley-horn.com
Updated 11/1/2005
Page 5 of 14
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: Cameron Village Stream Enhancement Project on Pigeon House Branch
2. T.I.P. Project Number or State Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): 1704128705, 1704212936
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): NIA
Directions to site (include road numbers/names, landmarks, etc.): The project includes two
City of Raleigh parcels, including Smallwood Park (Smallwood) and Edna Metz Wells Park
(Edna Metz). The Smallwood site is located between Bellwood Drive and Smallwood Drive
just east of Cameron Village; the Edna Metz site is located immediately downstream of
Smallwood Park, south of Clark Avenue. See the attached Report for mapping.
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.)
Smallwood:
Decimal Degrees (6 digits minimum): 35.7894 ON 78.6555 °W
Edna Metz:
Decimal Degrees (6 digits minimum): 35.7879 ON 78.6551 °W
6. Property size (acres): 6.82 (Smallwood = 4.5; Edna Metz = 2.32)
7. Name of nearest receiving body of water: Pigeon House Branch
8. River Basin: Neuse River
Updated 11/1/2005
Page 6 of 14
(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/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Both sites are in city parks located within residential districts
of Raleigh and receive significant amounts of urban runoff. The two sites are described in
detail in the attached Report and also below:
Smallwood Site - The site is contained within a long and narrow park between two streets,
and is comprised mostly of an unnamed tributary to Pigeon House Branch. The tributary
within Smallwood is a first order, perennial stream that emanates from a storm drainage
system at Cameron Street and passes beneath Clark Avenue where it enters Edna Metz Wells
Park. The stream is deeply incised and includes areas of bank failure that are compromising
existing storm drainage systems that discharge into the stream. The stream has been heavily
impacted by sedimentation from bank failure and bed erosion as well as roadway grit. It is
assumed that the stream bed and bank erosion is caused by urbanization that has resulted in
direct impacts to the stream as well as indirect impacts through increased runoff volumes and
peak discharges. It has also been impacted by urban runoff that typically contains pollutants
that impair the biological functions of urban streams. There are no known detention or
stormwater treatment facilities upstream of the site. Few benthic macro invertebrates or
other aquatic organisms were observed during the visual site assessment.
Edna Metz Site - The site is in a park that is contains diverse forested areas and also some
open grassed areas. The park has a small network of trails and a foot bridge that crosses the
main tributary. The tributary flows from the Smallwood Site in a culvert underneath Clark
Avenue through the park and into a culvert at East Forest Drive. The stream conditions are
similar to those of Smallwood with large sections of eroding stream bed and bank,
particularly ppstream of the pedestrian bridge. The stream is impacted by polluted runoff
and increased hydrology and hydraulics from urbanization. The stream bed has a graded
substrate of boulder size materials as well as some bed rock. A small tributary enters the
northwest corner of Edna Metz Wells Park via a culvert, flows southeast and joins the main
tributary. This stream has a small drainage area and is relatively stable.
10. Describe the overall project in detail, including the type of equipment to be used: The
attached Report and Site Plans contain a detailed description of the project. The project will
make use of bioengineering and natural channel design techniques to stabilize and restore
this tributary to Pigeon House Branch. Stream dimension and profile will be altered with the
creation of cross vanes, constructed riffles, and step pool structures. While the centerline of
the stream will be moved slightly in some areas, the stream is laterally confined so it will not
be possible to provide a more natural plan-form pattern. Because the stream is located in
park settings, each site requires special attention to aesthetics and existing natural resources.
Existing trees and understory vegetation will be preserved wherever possible. Concrete cross
vanes have been designed for the Smallwood Site to minimize impacts to the buffer that
results from the large equipment normally required to move large boulders. Forms will be
constructed in the channel and concrete pumped from outside the riparian area. All concrete
pours will be conducted in the dry, by placing cofferdams in the stream and pumping flows
around the worksite. Construction of the project will include the use of backhoes,
excavators, concrete pumping trucks, and other equipment appropriate to the work.
Updated 11/1/2005
Page 7 of 14
11. Explain the purpose of the proposed work: The purpose of the proposed work is to stabilize
active erosion occurring along the banks of the stream and to provide a stable channel form.
The project has also been designed to improve the aquatic functions of the system by
utilizing natural channel design. The project is also being conducted to improve the overall
aesthetic value of the stream channel, in keeping with the public use of the project sites.
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. There is no prior permitting associated with this project.
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. The entire
project is presented in this application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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: Stabilization activities at each site will
include temporary dewatering, excavation, the placement of fill material (earth concrete rock
etc.), and the installation of in-stream structures (concrete A-vanes, step pool structures boulder
revetments, etc.). For accounting purposes, it has been assumed that the entirety of each channel
will be dewatered during some point in construction, so the total impact listed for nationwide 33
includes the entire project length, even though dewatering will be staged to match construction.
Facts for the two sites are described in the attached Report, Site Plans and below:
Updated 11/1/2005
Page 8 of 14
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 flooding.
Wetland NWP Type of Type of Wetland Located within Distance to Area of
Impact
Nuumb
Number
Impact (e.g., forested, marsh, 100-year Floodplain Nearest Stream Impact
Site Number herbaceous, bog, etc.) (es/no) (linear feet) (acres)

N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) N/A
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, multiply length X width, then divide by 43,560.
Stream NWP Type of Perennial or Average Impact Area of
Impact Number Stream Name Impact Intermittent Stream Width Length Impact
Number Before Impact (linear feet) (acres)
Smallwood
(Permanent) 13 UT to Pigeon
House Branch Stabilization Perennial 20 522 0.24
Smallwood
(Temporary) 33 UT to Pigeon
House Branch Dewatering Perennial 20 40 0.018
Edna Metz
(Permanent) 13 UT to Pigeon
House Branch Stabilization Perennial 21 156 0.075
Edna Metz
(Temporary) 33 UT to Pigeon
House Branch Dewatering Perennial 21 20 0.01
Total Stream Impact (by length and acreage) 738 0.343
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
Name of Waterbody
Type of Type of Waterbody Area of
Site Number
(if applicable)
Impact (lake, pond, estuary,
, p sound,
Impact
(indicate on ma) bay, ocean, etc. (acres)
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
Updated 11/1/2005
Page 9 of 14
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.343
Permanent Wetland Impact (acres): N/A
Temporary Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.343
Total Stream Impact (linear feet): 738
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.): N/A
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. The work is being conducted
to stabilize and restore a failing channel Previous stabilization activities were performed several
decades ago, however existing structures are deteriorating and bank erosion continues to be a
major problem along all sections of the project The city is conducting the work to improve the
current situation and using natural channel design to achieve a net gain in aquatic function The
project has not been proposed to generate mitigation credits The work has been designed to
avoid and minimize impacts associated with in-stream construction including the use of
cofferdams and pumps to ensure that concrete structures will not come in contact with water
until cured.
Updated 11/1/2005
Page 10 of 14
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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://h2o.enr.state.ne.us/ncwetlands/strms4ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. No mitigation has been proposed, as the project
purpose is specifically to improve the stability and ecological function within the stream
channel.
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 NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wro/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
Updated 11/1/2005
Page 11 of 14
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 [phone] 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 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Meuse )? 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
(square feet) Multiplier Required
Mitigation
Smallwood Zone 1 11882 None
Smallwood Zone 2 4624 None
Edna Metz Zone 1 4072 None
Edna Metz Zone 2 2357 None
Total 22935 None
c.uuc t cxtenus out 3u teet perpenmcular trom the top otthe near bank of"channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Updated 11/1/2005
Page 12 of 14
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 2B .0242 or .0244, or .0260. None is proposed as activity is considered
Allowable without mitigation. Additionally, vegetation will be re-established according to
the existing use such that no loss of buffer will occur to impervious cover.
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. No stormwater management is proposed because
the purpose of the work is for stream stabilization and restoration, and the activity will not
change the impervious surface from its current condition.
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.
No wastewater will be generated by the project.
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: The
proposed activity is for stream stabilization and restoration. The purpose of the work is to
correct damage caused by the cumulative impact of upstream development and the effects of the
stormwater generated from the associated impervious surfaces.
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
Updated 11/1/2005
Page 13 of 14
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 Sig ture 066 410 ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

0b
Updated 11/1/2005
Page 14 of 14
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• 08-1 749
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4041401 Site Assessment Report
Pigeon House Branch Stream
• Stabilization
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• Wake County, North Carolina
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• Prepared for:
• The City of Raleigh, North Carolina
• November 2008
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• ©Kimley-Horn and Associates, Inc. 2008
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• fl
• NO V 2 4 ?-008
• iANDS AND STJ tk uUV IY
. O ATER BRANCH
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November 2008
Contents
1.0 Introduction ........................................................................................................................... 3
1.1 Geomorphic Considerations .............................................................................................. . 3
2.0 Hydraulics and Hydrology .................................................................................................... . 3
3.0 Smallwood Site ...................................................................................................................... 4
3.1 Site Description ..................................................................................................................4
3.2 Known Constraints ............................................................................................................. 4
3.3 Environmental Features ...................................................................................................... 4
3.4 Existing Stream Conditions ................................................................................................ 5
3.5 Proposed Stabilization Approach ........................................................................................ 6
4.0 Edna Metz Site ...................................................................................................................... 7
4.1 Site Description .................................................................................................................. 7
4.2 Known Constraints ............................................................................................................. 7
4.3 Environmental Features ...................................................................................................... 8
4.4 Existing Stream Conditions ................................................................................................ 8
4.5 Proposed Stabilization Approach ...................................................................................... .. 9
5.0 Conclusion ........................................................................................................................... 10
Figures
Figure 1 Pigeon House Branch Vicinity Map
Figure 2 Smallwood Drive Linear Park and Edna Metz Wells Park Existing Conditions
Figure 3 Smallwood Drive Linear Park and Edna Metz Wells Park Aerial
(Aerials Express 2004)
Figure 4 USGS Topographic Quadrangle, Raleigh West
Figure 5 Wake County Soil Survey
Appendices
Appendix A Existing Conditions Site Photographs
Appendix B FEMA DFRIM City of Raleigh
Appendix C SHPO Response Letter
Appendix D Morphological Tables
Site Plans
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• 1.0 Introduction
• The City of Raleigh has long-term plans for the rehabilitation of the Pigeon House Branch
• watershed. As part of these plans, the City has identified City owned properties that contain
• unnamed tributaries of Pigeon House Branch for stream restoration and stabilization (Figure 1).
• Two of the sites identified are Smallwood Park (Smallwood) and Edna Metz Wells Park (Edna
Metz). The watersheds for the tributaries within the parks are almost completely developed (Figures
• 2 and 3). The streams are also confined by existing development and infrastructure. Additionally,
• the City desires to preserve the large trees and other natural features along the banks of these
• streams. In order to stabilize these streams within the constraints, a combination of bioengineering,
natural channel design and channel stabilization techniques can be employed that preserve the
• natural aesthetics and character of the parks.
•
• 1.1 Geomorphic Considerations
• As in most urban settings, the streams targeted for stabilization have all been impacted by direct and
• indirect human activities. The stream segments appear to have been straightened or altered to
• varying degrees. The streams have also been impacted by untreated and uncontrolled urban runoff.
• As a result, the beds and banks of the streams are severely eroded and, for the most part, are still
actively eroding.
In some sections, the streams have developed "inner-berm' 'benches that roughly correspond to the
"bankfull" channel cross sectional dimensions predicted by the rural Piedmont Regional Curve. The
Regional Curve (http://www.bae.ncsu.edu/programs/extension/wqg/sri/regional.htm) correlates
bankfull channel cross sectional area to drainage area. Additionally, in these same sections, the
streams have developed bankfull or floodplain benches predicted by the Urban Piedmont Regional
Curve. These features can be used to develop a more naturally stable stream cross section
configuration that does not require hardening to maintain stability. The longitudinal profiles of the
existing streams have been measured in certain sections. However, because of the instability and
direct impacts in the channels, this information is not completely reliable for determining the pool to
pool spacing, which is another aspect of natural stream stability. Lastly, since the streams are
laterally confined, it will not be possible to provide a more natural plan-form pattern. As such,
regional information will be used to determine an appropriate pool to pool spacing sequence for the
streams that should provide a certain degree of natural stability. However, structures such as cast-in-
place A-vanes and constructed step-pools are proposed to establish grade control and to establish a
more natural longitudinal profile.
2.0 Hydraulics and Hydrology
•
• KHA staff used the survey to develop a HEC RAS model to assess potential stream velocities and
• shear stresses. The results of this modeling will be used to assess the potential effectiveness and
performance of the proposed stream stabilization activities.
None of the project reaches are designated as flood hazard areas in the updated FEMA DFIRM
• mapping for the City of Raleigh. The mapping is located in Appendix B.
•
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• 3.0 Smallwood Site
•
• 3.1 Site Description
• Smallwood is located between Bellwood Drive and Smallwood Drive just east of Cameron Village.
• The park is long and narrow and is comprised mostly of an unnamed tributary to Pigeon House
• Branch (Figure 4). The tributary emanates from a storm drainage system at Cameron Street and
passes beneath Clark Avenue where it enters Edna Metz Wells Park. The stream is deeply incised
• and includes areas of bank failure that are compromising the existing storm drainage system.
•
• 3.2 Known Constraints
• The Smallwood site is vertically constrained upstream by the storm drainage system that enters the
site at Cameron Street and downstream by the Arched CMP culvert beneath Clark Avenue.
• Additionally, the site is vertically constrained to the east and west by overhead electric lines.
• Laterally the site is constrained by Smallwood Drive to the east, Bellwood Drive to the west, and
• several utilities existing in the site area. The survey indicates underground gas lines running along
Bellwood Drive. The underground gas lines exist approximately 10 feet from the edge of pavement
• for a majority of the site length. In the same general area as the gas line, the survey indicates an
unknown utility; the nature of this utility will need to be confirmed to fully understand its associated
• constraints. To the west a sanitary sewer line extends into the floodplain in the lower reach of the
Smallwood Park site. In some areas the sanitary sewer line exists approximately 12 feet from the top
of bank. Finally, on both sides of the project site there are overhead electric lines with poles within
the floodplain area.
• The State Historic Preservation Office (SHPO) has located a historic building in the immediate
vicinity of the Smallwood site. The apartments located to the east of the Smallwood site are listed
- with the SHPO as historic. No impacts to this historic site are anticipated during construction. The
SHPO has requested to review all Smallwood construction drawings to ensure compliance with
• Section 106 of the National Historic Preservation Act.
•
• 3.3 Environmental Features
• The tributary within Smallwood is a first order, perennial stream. The stream has been heavily
• impacted by sedimentation from bank failure and bed erosion as well as roadway grit. It is assumed
that the stream bed and bank erosion is caused by urbanization that has resulted in direct impacts to
• the stream as well as indirect impacts through increased runoff volumes and peak discharges. It has
also been impacted by urban runoff that typically contains pollutants that impair the biological
• functions of urban streams. There are no known detention or stormwater treatment facilities
• upstream of the site. Few macro invertebrates or other aquatic organisms were observed during the
• visual site assessment.
The stream banks and the immediate riparian area are dominated by a canopy layer containing
• southern red oak (Quercus falcata), water oak (Quercus nigra), loblolly pine (Pinus taeda), and in
the northern portion willow oak (Quercus phellos). The stream banks also contain Chinese wisteria
• (Wisteria sinensis), Japanese honeysuckle (Lonicera japonica), black willow (Salix nigra), red
• maple (Acer rubrum) and flowering dogwood (Cornus florida). These trees have provided some
•
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protection of the banks, particularly in the upper portions of the stream. The mid and under-story are
- less diverse than the canopy species; however they are moderately dense on the stream bank riparian
areas. Some of the oak and pine trees are very large and are likely worth preserving.
- The Environmental Data Resources, Inc. (EDR) report identified five Leaking Underground Storage
Tank (LUST) sites, also listed in the Incident Management Database (IMD), located within the
drainage watershed of the Smallwood site. Two of the LUST sites reported groundwater
contamination and the remaining three sites reported only soil contamination. The EDR report also
located three Facility Index System (FINDS) sites and two Resource Conservation and Recovery Act
Information Small Quantity Generator (RCRA-SQG) sites within the drainage watershed of the
Smallwood site. However, it is anticipated that these findings will not affect design or construction
of the project.
Four federally threatened or endangered species are listed for Wake County, NC: Michaux's sumac
(Rhus michauxii), bald eagle (Haliaeetus leucocephalus), and red-cockaded woodpecker (Picoides
borealis) and dwarf wedgemussel (Alasmidonta heterodon). Potentially suitable habitat for bald
eagle and red-cockaded woodpecker do not exist within the Smallwood site. Potentially suitable
® habitat for Michaux's sumac does exist in the small open areas adjacent to the roads. No Michaux's
sumac plants were observed during site reconnaissance. Potentially suitable habitat for the dwarf
. wedgemussel does exist within the Smallwood site. However, due to the urbanized nature of the
watershed, this stream reach receives peaks of high flow periods with high concentrations of sand
and silt. The weir structure located in the Smallwood site impedes all movement of aquatic life
upstream. No fish have been observed at the Smallwood site during field investigations. Fish carry
- the mussel larvae in their gills. According to NHP records, no dwarf wedgemussel occurrences have
been documented within a 1 mile radius of the Smallwood stream reach. US Fish and Wildlife
Service has been contacted and verbally confirmed that they do not anticipate any occurrence of the
dwarf wedgemussel at the site.

3.4 Existing Stream Conditions
The entire stream reach within Smallwood Park is deeply incised with steep banks. Many areas of
stream bed and bank are actively eroding, particularly in the lower portion of the stream (Figure 4).
The stream is classified as a Rosgen G type to incised Be type channel because of its entrenched
nature. The stream bed and bank erosion has resulted in damage to lateral storm drain systems. As
stated above, there are no known detention or treatment facilities upstream of the tributary. As a
result of urbanization, the stream appears to exhibit poor water quality as well as evidence of an
increase of runoff volume and peak discharges.
Upper Smallwood (Figure 4) -
The upper portion of the Smallwood reach is incised with steep banks. However, some of the
- existing bank areas are stable (Appendix A, Photographs 4-5). The banks are populated with
- numerous large deciduous species including southern red oak, willow oak and water oak, with some
relatively small to medium size pine trees, black cherry and red maple, as well as some smaller black
willow and flowering dogwood. The understory is mainly comprised of wisteria, Japanese
honeysuckle, and Virginia creeper. Along the reach there are grade control structures made from
. concrete and sheet-pile (Appendix A, Photographs 1, 3, 6, and 7). These structures are deteriorating.
There is a 48" RCP that enters the stream from the west. The erosion at the outlet is causing the
banks to fail and several sections of the culvert to separate (Appendix A, Photograph 2).
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Lower Smallwood (Figure 4) -
The lower portion of the Smallwood reach has more substantial grade control and bank stabilization
structures than does the upper portion (Appendix A, Photographs 8-13). At the point just above
where the tributary passes beneath Clark Avenue there is a large gabion weir structure. The structure
"
has a section of 30
RCP beneath a trapezoid-shape weir. Until recently, this culvert had been
jammed with debris which forced the water to pass over the weir. Subsequently, the debris was
cleared allowing a head-cut to travel up stream beyond the gabion wall. The head-cut exposed a long
- section of the lower gabion wall revealing that the wire basket is deteriorating. (Appendix A,
Photograph 12 and 12a). Gabion wall structures have been implemented in several locations in an
attempt to stabilize the stream banks. However, many of these stream bank areas are unstable and
eroding. Areas of erosion are present around the existing stormwater drainage systems.

3.5 Proposed Stabilization Approach
Since the Smallwood tributary is laterally and horizontally constrained, it will not be possible to
• restore the stream's natural dimension, pattern and profile. However, it should be possible to
. establish a stable profile along the stream at specific locations by repairing/replacing existing grade
control structures and adding additional grade control structures (See Plan Sheets). The proposed
grade controls include cast-in-place A-vanes that could be molded or stamped to look like natural
. stone. Some of the existing grade controls are made of cast-in-place concrete. Construction of these
- structures will employ the use of "pump arounds" to minimize contact of water with the uncured
concrete. The specifications will also include requirements to avoid construction if the potential for a
significant rain event exists within 24 hours of casting the a-vane. Additionally, as shown in the
plans a stable stream cross section (dimension) will be established by laying back areas of the banks
and providing a combined "inner-berm' 'and "bankfull" bench using boulder wall toes. Most of these
activities are proposed to be achieved by using bioengineering techniques including providing
boulder walls and soil lifts as appropriate. Also, it will be important and potentially necessary to
preserve the large and/or important trees.
Upper Smallwood Approach -
Much of the upper portion of the stream has established inner-berm benches as well as bankfull or
floodplain benches. These geomorphic features are often observed in urban channels that have re-
established some or all of their stability over time. These areas will be preserved as much as
- possible. However, some disturbance of these areas is necessary. There are five sheet-pile weir
structures that are in various stages of deterioration. These will be replaced with concrete A-vanes or
repaired as shown in the plans (See Site Plans). In any event, grade control is needed to maintain
stream grade in the upper Smallwood area. The proposed structures will better direct stream flow
- and energy toward the center of the stream protecting the banks.
- The eroded area surrounding the lateral 48" RCP exists immediately downstream of Cameron Drive.
- The proposed solution is to replace the culvert, and then backfill the eroded area. In any case, the
resulting stream banks will be steep; therefore, it may be necessary to armor the toe of the stream
with a boulder wall. Planting the with woody species will provide long term upper bank protection.

Lower Smallwood Approach -
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- The lower portion of the Smallwood tributary has several areas with failing banks. There appears to
• be less lateral constraints in these areas, allowing for laying back of the banks and providing inner-
berm and floodplain benches at the locations specified in the site plans. Planting these areas with
• native woody vegetation will provide long-term stability.
• The stream profile has been strongly influenced by the presence of two large in-stream weir
structures. The upper structure is a trapezoidal weir constructed of block and concrete, surrounded
• by gabions (Appendix A, Page 4). There is a significant drop of approximately 3 feet over the
• structure. It is recommended that this structure be kept in place. However, concrete A-vanes are
proposed to provide grade control below the weir to reduce the hydraulic effect associated with the
• drop. The result would allow formation of floodplain benches. The lower weir structure is
• constructed of gabion baskets and includes a 30" RCP outlet below the weir (Appendix A, Pages 6-
7). It appears the culvert is frequently obstructed, resulting in sedimentation build-up above the
structure and subsequent head-cut formation if the obstructions are removed. It is proposed that this
structure be reconfigured to eliminate the RCP and to allow more consistent flow across the
• structure. Above the structure step-pools will be constructed to provide a means of stabilizing the
• head cut. Boulders will be used to protect the toe of the existing gabion wall.
Areas of the lower Smallwood section exist where erosion is occurring in association with lateral
• storm drainage. Drop boxes are proposed to dissipate energy prior to discharge. Providing diffuse
flow through a buffer is not possible due to lack of space and steep banks.
•
•

• 4.0 Edna Metz Site
•
• 4.1 Site Description
• Edna Metz Wells Park (Edna Metz) is located immediately downstream of Smallwood Park, south of
Clark Avenue (Figure 4). The unnamed tributary to Pigeon House Branch flows from the culvert
underneath Clark Avenue to the culvert at East Forest Drive. A small side-tributary exists
• immediately west of the main tributary. The park has a small network of trials and a foot bridge that
• crosses the main tributary. The park contains a diverse forested community described below.
•
4.2 Known Constraints
• The Edna Metz Park site is vertically constrained by an arched-CMP culvert under Clark Ave, and
• USGS guaging station and culvert on the downstream end. Other constraints include the wooden
• and steel pedestrian bridge crossing, the walking paths parallel to the stream, the 4" gas line aerial
crossing (Appendix A, Page 8), natural rock outcrops along the stream banks, and large, established
trees on both sides of the bank.. An important concern for this site is to maintain the existing
• aesthetics, with additional focus towards the preservation of the existing vegetation.
• The State Historic Preservation Office (SHPO) has located a historical site in the vicinity of the Edna
• Metz site, the apartments located to the east of the Smallwood site. The Edna Metz site is located
directly downstream of the Smallwood site. No impacts to this historic property are anticipated
• during construction. The SHPO has requested to review all Edna Metz construction drawings to
• ensure compliance with Section 106 of the National Historic Preservation Act.
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4.3 Environmental Features
The Edna Metz Wells Park includes some open grassed areas and some forested areas. The site also
contains a variety of native and non-native vegetation. Surrounding the stream are some large,
• significant loblolly pine, tulip poplar (Liriodendron tulipifera), and magnolia trees (Magnolia
grandi fora). It is not clear whether all of these trees can or should be preserved. The City will
discuss the viability of individual trees with its arborist. There are also a variety of smaller
ornamental trees: flowering dogwood, black cherry (Prunus serotina), and redbud (Cercis
• canadensis), as well as shrubs: azalea (Rhododendron sp.), red-tipped photinia (Photinia x fraseri),
- and mulberry (Mores rubra) that could possibly be transplanted. The ground cover along the banks
of the stream includes English ivy (Hedera helix) and lariope (Lariope sp.). Neither of these species
are considered native; however, both are easily re-established. Existing water quality issues are
similar to those of the tributary as it exists in Smallwood.
The Environmental Data Resources, Inc. (EDR) report identified five Leaking Underground Storage
! Tank (LUST) sites, also listed in the Incident Management Database (IMD), and three Underground
Storage Tanks (UST) located within the drainage watershed of the Edna Metz site. Four of the
LUST sites reported groundwater contamination and the remaining site reported only soil
contamination. The EDR report also located four Facility Index System (FINDS) sites and one PCB
- Active Database (PADS) site within the drainage watershed of the Edna Metz site. However, it is
- anticipated that these findings will not affect design or construction of the project.
. Potentially suitable habitat for bald eagle and red-cockaded woodpecker do not exist within the Edna
Metz site. Potentially suitable habitat for Michaux's sumac does exist in the grass open area in the
southeastern part of the park. However, the regular maintenance schedule of these open areas likely
prevents the existence of Michaux's sumac. No Michaux's sumac plants were observed during site
• reconnaissance. Potentially suitable habitat for the dwarf wedgemussel does exist within the Edna
- Metz site. However, due to the urbanized nature of the watershed, this stream reach receives peaks
of high flow periods with high concentrations of sand and silt. No fish have been observed at the
Edna Metz site during field investigations. Fish carry the mussel larvae in their gills. According to
• NHP records, no dwarf wedgemussel occurrences have been documented within a I mile radius of
- the Edna Metz stream reach. US Fish and Wildlife Service has been contacted and verbally
confirmed that they do not anticipate any occurrence of the dwarf wedgemussel at the site.

4.4 Existing Stream Conditions
The stream conditions are similar to those of Smallwood. The stream is classified as a Rosgen G
type to incised B type stream with large sections of eroding bed and bank, particularly upstream of
the pedestrian bridge. The stream is impacted by polluted runoff and increased hydrology and
- hydraulics from urbanization. The stream bed has a graded substrate of boulder size materials as
- well as some bed rock. A small tributary enters the northwest corner of Edna Metz Wells Park via a
culvert, flows southeast and joins the main tributary. This stream has a small drainage area and is
relatively stable.

Above the Pedestrian Bridge (Figure 4) -
The stream enters the site through a corrugated metal pipe underneath Clark Avenue where it pours
onto a large concrete dissipater pad (Appendix A, Photograph 14). The pad is elevated

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November 2008
approximately two feet above the stream bed. There are large wing walls that extend beyond the pad.
Below the dissipater pad, the west side of the tributary is severely eroded with an exposed vertical
wall. Several significant trees are situated at the top of the vertical wall. The east side of the stream
has formed a floodplain bench, but has no large trees. As the stream bends to the east, north of the
confluence with the smaller western tributary, there is a large eroded vertical face on the southwest
side. On the northeast side of the stream a natural rock wall exists (Appendix A, Photograph 17). At
this point the smaller tributary enters from the west and significant trees exist on both sides of the
stream.
Below the Pedestrian Bridge (Figure 4) -
The stream passes beneath a pedestrian bridge and becomes less laterally constrained (Appendix A,
Photograph 18-21). The stream has formed floodplain benches in this area. The bed grade appears to
be controlled by the culvert under East Forest Drive and the USGS gaging station sharp-crested weir
(Appendix A, Photograph 20). There are fewer significant trees below the bridge; however, the
stream is more stable.
4.5 Proposed Stabilization Approach
Edna Metz Wells Park has long been appreciated and cared for by Raleigh residents. As such, it is
paramount to maintain the aesthetics and character of the park as part of the stream restoration
design. The intent of the design will be to preserve and protect as much of the existing vegetation as
possible using techniques that appear to be natural and that preserve or enhance the park's character.
If the stream is not stabilized, it will likely continue to erode the banks endangering many significant
trees. With these goals in mind it will not be appropriate to conduct a traditional stream restoration,
because re-establishing the pattern would remove too much of the significant trees and other
vegetation. As such, the following approach is proposed as a means of stabilizing the stream using
bioengineering and natural channel design techniques to preserve the natural appearance of the park.
- Above the Pedestrian Bridge -
Above the pedestrian bridge, the west side of the stream has severely eroding banks as well as
- significant trees (Appendix A, Photographs 15-17). The east side remains relatively stable with
• floodplain benches. The bed contains large substrate particles, up to boulder size, as well as some
bed rock. The design approach includes stabilization of the eastern stream bank by slightly
relocation the stream and by providing inner berm and bankfull benches (See Site Plans). The west
• bank has a shear wall approximately 10 feet high. At the top of the bluff are significant trees that the
• City seeks to preserve. As such, a soldier pile retaining wall with lagging faced with natural stone is
proposed. Important small trees and shrubs can be transplanted. Appropriate stream profile will be
re-established by providing rock A-vane grade control structures.
Below the Pedestrian Bridge -
The stream appears to be less incised and somewhat more stable below the pedestrian bridge
(Appendix A, Photograph 19). There is also a lack of significant trees. Important vegetation or new
vegetation will be transplanted to this area. In this area, the stream grade is gentle so no grade
control is proposed at this time.
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5.0 Conclusion
The Smallwood Park and Edna-Metz Wells Park present various challenges in regards to providing
stream designs that make use of bioengineering and natural channel design techniques. All of the
sites require special attention to aesthetics and existing natural resources. However, it should be
possible to provide a design that stabilizes the unstable portions of the main tributaries in these parks
while maintaining or improving the unique character of each site. No significant constraints have
been identified that would prevent the project from moving forward.
10
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Figures
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Project Pigeon House Branch Stream Stabilization and Restoration
Prepared For:
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Appendix A Existing Conditions Site Photographs
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Title Appendix A: Existing Conditions Site Photographs - Smallwood Park Site
P Project Pigeon House Branch Stream Stabilization and Restoration
repared Eon:
City of f Raleigh Raleigh, North Carolina
Stormwater Date Project Number Page
11/12/08 011063044 1
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Photograph 3: V-notch weir structure with splash pad located on the upstream reach.
a"
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Photograph 4: Upstream riffle and pool cross-section location. Photo taken looking downstream standing near the V-notch weir
structure.
Title Appendix A: Existing Conditions Site Photographs — Smallwood Park Site
Project Pigeon House Branch Stream Stabilization and Restoration
City of Raleigh Prepared eRaleigh, North Carolina
Stormwater Date Project Number Page
11/12/08 011063044 2
T:\pn\011063044 Pigeon House Branch\DocumentsAO4401 Report\appendix A\Appendix A Prepared by Ryan Lewis
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Photograph 5: Upstream riffle and pool cross-section location. Photo taken looking upstream toward the V-notch weir structure.
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Photograph 6: Metal sheet pile weir structure just downstream of the V-notch weir structure.
Title Appendix A: Existing Conditions Site Photographs - Smallwood Park Site
Prepared For: Project Pigeon House Branch Stream Stabilization and Restoration
City of Raleigh Raleigh, North Carolina
Stormwater Date Project Number Page
11/12/08 011063044 3
T:\pn\Ol 1063044 Pigeon House Branch\llocuments\404401 Report'appendix AWppendix A Prepared by Ryan Lewis
Photo pageSmattwoodEdna 8-2008.doc
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Photograph 8: Note the large gabion basket wall along left bank and the large diameter rip-rap lining the stream bed below Cipalleti
weir.
Title Appendix A: Existing Conditions Site Photographs - Smallwood Park Site

P
d F Pro j
? Pigeon House Branch Stream Stabilization and Restoration
repare
or:
City of Raleigh ' Raleigh, North Carolina
Stormwater Date Project Number Page
11/12/08 011063044 4
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Photograph 9: Metal sheet pile weir located on the downstream reach.
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Photograph 10: Downstream pool cross-section location. Located just upstream of the Clark Street and Peace Street intersection.
Photo taken looking upstream
Title Appendix A: Existing Conditions Site Photographs - Smallwood Park Site

P
d F
Project Pigeon House Branch Stream Stabilization and Restoration
repare
or. Raleigh
North Carolina
City of
Raleigh ,
Stormwater Date Project Number Page
11/12/08 011063044 5
T:\pn\011063044 Pigeon House Branch\3ocuments\404401 Report\appendix A\Appendix A Prepared by Ryan Lewis czn :=k
Photo pageSmallwoodEdna 8-2008.doc
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Photograph 12 and 12a. Water control structure near the Clark Street and Peace Street intersection. Culvert and subsequent head cut
created by excavating around the culvert.
Title Appendix A: Existing Conditions Site Photographs - Smallwood Park Site
Project Pigeon House Branch Stream Stabilization and Restoration
Prepared For:
City of Raleigh Raleigh, North Carolina
Stormwater Date Project Number Page
11/12/08 011063044 6
T:\pn\011063044 Pigeon House BranchOocuments\404401 Report\appendix A\Appendix A Prepared by Ryan Lewis
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Photograph 13: Debris-plugged, water control structure during a storm event earlier in the year.

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Photograph 14: Upstream corrugated metal pipe crossing under the Clark Street and Peace Street intersection.
Title Appendix A: Existing Conditions Site Photographs - Smallwood Park and Edna Metz Park Sites
P
P
d F Pro
)ject Pigeon House Branch Stream Stabilization and Restoration
re
repare
or: '
Raleigh, North Carolina
City of Raleigh
Stormwater Date Project Number Page
11/12/08 011063044 7
T1pn\011063041 Pigeon House Branch\D `404
401 1 -
ocumcnts. eport\appendix A:Appendtx A Prepared by Ryan Lewis == Photo pageSmallwoodEdna R-200R.doc
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Photograph 18: Pedestrian bridge crossing and surrounding area.
Title Appendix A: Existing Conditions Site Photographs - Edna Metz Site
Prepared For. Project Pigeon House Branch Stream Stabilization and Restoration City of Raleigh Raleigh, North Carolina
Stormwater Date Project Number Page
11/12/08 011063044 9
T:\pn\011063041 Pigeon House Branch\Documents\404401 Repott\appendix AWppendix A Prepared by Ryan Lewis
Photo pageSmallwoodEdna 8-2008.doc
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Photograph 19: Downstream reach just north of the downstream culvert, and south of the pedestrian bridge.

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Photograph 20: Downstream Arched CMP culvert with grade control structure (sharp-crested weir), and a USGS gaging station.
Title Appendix A: Existing Conditions Site Photographs - Edna Metz Site

P
d F Project Pigeon House Branch Stream Stabilization and Restoration
repare
or.
Cit of Ralei
h Raleigh, North Carolina
g
Stormwater Date Project Number page
11/12/08 011063044 10
-_ -P.- uy rtyan "WIS =F,
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Photograph 22: Side tributary area located upstream of reference cross-section.
Title Appendix A: Existing Conditions Site Photographs - Edna Metz Site

P
d F Project Pigeon House Branch Stream Stabilization and Restoration
repare
or Raleigh, North Carolina
City of Raleigh
Stormwater Date Project Number Page
11/12/08 011063044 11
...r.. ,.,.._..__ ....?_.... ........,.. -?..? ..cyon.nppouu?. __PP-- n 1-Y.- oY nYau I.cwu L?II :a+aeuarr
Photo pageStnallwoodEdna 8-2008.doc
November 2008
Appendix B
FEMA DFRIM City of Raleigh
13 C=n 10*-ftn
IMI AssocWes, Inc,
all ! x 8ell
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•
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•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
November 2008
Appendix C
14
SHPO Response Letter
? M ? Kimo-Horn
M and AwcWes, Inc.
•
•
•
•
•
•
•
•
•
Cos a, n FiECEIVFTI(00, 5--'N*4
APR 2 1 2006
IS I
.l am,. Kiml=orri & Assuc
?ivi! Depar m,6 '.
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator

•
• Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
• April 10, 2006
•
• Kimley-Horn & Associates
3001 Weston Parkway
Cary, NC 27513
• Re: Pigeon House Creek Stream Restoration, Raleigh, Wake County, ER06-0972
•
• Dear Sir:
•
Office of Archives and History
Division of Historical Resources
David Brook, Director
On April 7, 2006 your representative visited our offices to review the above referenced project. Because the
• project is located within the boundaries of the Hayes Barton and the Cameron Park National Register
• Historic Districts, we need to review detailed plans for each part of the project.
• The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
• Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
• Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
• please contact Renee Gledhill-Earley; environmental review coordinator, at 919-733-4763. In all future
• communication concerning this project, please cite the above-referenced tracking number.
• Sincerely,
• `fit
• eter Sandbeck
•
•
•
•
•
•
•
•
•
• Locatiaa Mailing Address Telepbene/Pa:
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 (919)7334763/733-8653
• RESTORATION 515 N. Blount Sheet, Raleigh NC 4617 Mail Service Center, Raleigh NC 276994617 [phone]/7154601
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mail Service Center, Raleigh NC 276994617 [phone]/7154801
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
November 2008
Appendix D
is
Morphological Tables
? a I imk-Horn
and Assoaates, Inc.

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