20120725 Ver 1_401 Application_20120712

North Carolina
July 26 2012
Ms Laurie Dennison
North Carolina Department of Environment
and Natural Resources (NC DWQ)
Division of Water Quality
401 /Wetland Unit
1650 Mail Service Center
Raleigh NC 27699 1650
Re Preconstruction Notification Application Form for
Streambank Stabilization at
1404 1406 1412 and 1416 Onslow Rd Raleigh NC 27606
Dear Ms Dennison
www raleighnc gov
2Q 1 20725
Please find enclosed five copies of a completed Preconstruction Notification Application Form for the
referenced project I am submitting one copy of this application concurrently to Mr Monte Mathews with
the United States Army Corps of Engineers
This stream stabilization project impacts less than 500 linear feet and meets the criteria established under
the US Army Corps Nation wide (NWP 13) Permit This stream is subject to the Neuse River Riparian
Area Protection Rules and the proposed stabilization activities are not exempt under Neuse Riparian Buffer
Protection Rules Rule 0233 (15A NCAC 2B 0233) Therefore written concurrence from NC DWQ is
sought per conditions established in Condition 6 under NC DWQ s General Permit GC3495
We are also attaching a check for $570 00 (stream impact greater than 150 ft)
Thank you for your assistance in processing this application If I may answer any questions concerning the
application please contact me at [phone]
Smcere
Sheila Thomas Ambat
Stormwater Project Engineer
STA/
Enclosures
cc Mr Monte K Matthews
V L
JU:L3:0 2012
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ONE EXCHANGE PLAZA CITY OF RALEIGH MUNICIPAL BUILDING
1 EXCHANGE PLAZA POST OFFICE BOX 590 222 WEST HARGETT STREET
RALEIGH NC 27601 RALEIGH NC 27602 0590 RALEIGH NC 27601
(MAILING ADDRESS)

6l J / O/ "Ja e<{?i
North Carolina
July 26 2012
Mr Monte K Matthews
Raleigh Regulatory Field Office
U S Army Corps of Engineers
3331 Heritage Trade Drive
Suite 105
Wake Forest NC 27587
Re Preconstruction Notification Application Form for
Streambank Stabilization at
1404 1406 1412 and 1416 Onslow Rd Raleigh NC 27606
Dear Mr Matthews
www raleighnc gov
Please find enclosed one copy of a completed Preconstruction Notification Application Form
for the referenced project This stream stabilization project impacts less than 500 linear feet and
meets the criteria established under the US Army Corps Nation Wide (NWT 13) Permit
I am submitting five copies of this application concurrently to Ms Laurie Dennison with the
North Carolina Department of Environment and Natural Resources Division of Water Quality
401 Wetlands Unit
Thank you for your assistance in processing this application If I may answer any questions
concerning the application please contact me at [phone]
Sincere y
Sheila Thomas Ambat
Stormwater Project Engineer
STA/
Enclosures
cc Ms Laurie Dennison
ONE EXCHANGE PLAZA CITY OF RALEIGH MUNICIPAL BUILDING
1 EXCHANGE PLAZA POST OFFICE BOX 590 222 WEST HARGETT STREET
RALEIGH NC 27601 RALEIGH NC 27602 -0590 RALEIGH NC 27601
(MAILING ADDRESS)

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20120725
Office Use Only
Corps action ID no
DWQ project no
Form Version 13 Dec 10 2008
Page 1 of 12
PCN Form — Version 13 December 10 2008 Version
Pre - Construction Not>tficati<on PC Form
A Applicant Information
t
1
Processing
la
Type(s) of approval sought from the
Corps
®Section 404 Permit ❑Section 10 Permit
lb Specify Nationwide Permit (NWP) number NW 13 or General Permit (GP) number
1 c
Has the NWP or GP number been venfied by the Corps?
❑ Yes
❑ No
Id
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ® Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2
Project Information
2a
Name of project
1404 1406 1412 Onslow
2b
County
Wake �+
2c
Nearest municipality / town
Raleigh
LJ
2d
Subdivision name
Kentwood JUL
2e
NCDOT only TIP or state
protect no
rile Kr�wR LA
3
Fids
Owner Information&
n'
a
3a
Name(s) on Recorded Deed
1404 Onslow Flounndy Martin & Jacqueline R
1406 Onslow Rogers Franklin E & Mary Lu
1412 Onslow Panarusky Mark & Claire M Flier) 1416 Onslow
Mark A Panarusky
3b
Deed Book and Page No
1404 Onslow 06219/0231
1406 Onslow 08565/1843
1412 Onslow 08558/2267 and 1416 Onslow 08558/2264
3c
Responsible Party (for LLC if
applicable)
n/a
3d
Street address
1404 Onslow Rd 1406 Onslow Rd 1x12 Onslow Rd
1416 Onslow Rd
3e
City state zip
Raleigh NC 27606 Raleigh NC 27606 Raleigh NC 27606
Raleigh NC 27606
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 12
PCN Form — Version 13 December 10 2008 Version

i

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other specify City of Raleigh
4b
Name
Mr Carl R Dawson Jr PE
4c
Business name
(if applicable)
City of Raleigh Public Works Department
4d
Street address
222 West Hargett Street PO Box 590
4e
City state zip
Raleigh NC 27602
4f
Telephone no
919 996 -3030
4g
Fax no
919 996 -7638
4h
Email address
cart dawson@raleighnc gov
5
AgentlConsultant Information (if applicable)
5a
Name
Becky Ward PE
5b
Business name
(if applicable)
Ward Consulting Engineers PC
5c
Street address
8368 Six Forks Road Suite 104
5d
City state zip
Raleigh NC 27615
5e
Telephone no
919 -870 -0526
5f
Fax no
919 870 -5359
5g
Email address
bward @wce -core com
Page 2 of 12
PCN Form — Version 13 December 10 2008 Version

B
Project Information and Prior Project History
1
Property Identification
1404 Onslow 0783989207
1 a
Property identification no (tax PIN or parcel ID)
1406 Onslow 0783989240
1412 Onslow 0793080115 1416 Onslow 0793080099
1 b
Site coordinates (in decimal degrees)
Latitude 35 77798 Longitude 7869619
(DD DDDDDD) ( DD DDDDDD)
1404 Onslow 0 85 acres
1 c
Property size
1406 Onslow 0 77 acres
1412 Onslow 0 46 1416 Onslow 0 75 acres
2
Surface Waters
2a
Name of nearest body of water (stream river etc) to
proposed project
gushy Branch which is a tributary of Walnut Creek
2b
Water Quality Classification of nearest receiving water
C NSW
2c
River basin
Neuse
Page 3 of 12
PCN Form — Version 13 December 10 2008 Version

3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The project is situated on 4 parcels in a well established residential area of Raleigh NC generally 0 5 to 10 acre in size
1404 Onslow Road is one of the four parcels 1406 Onslow Road is another of the 4 parcels and 1412 Onslow Road
consists of 2 parcels with one residence The sizes of the lots and ages of these houses is typical of the range of
residential development in the area The stream bisects the properties and therefore the residences are located on the
south side of Bushy Branch These residences are accessed over a common bridge crossing from Onlsow Road
The existing stream is confined horizontally by a road to the north and houses and driveway to the south On the north
side of the stream the top of bank ranges from approximately 50 feet to less than 10 feet from the Onslow Road right -of
way On the south side of the stream the top of bank ranges from approximately 20 feet to approximately 30 feet from the
driveway used to access the houses at 1404 Onslow Road 1408 Onslow Road and 1412 Onslow Road
The land use is zoned R-4 (0 25 acre residential) but the houses are situated on the lots such that further subdivision of
the lots would not be practical The stream in this area is experiencing severe erosion particularly on the outside of the
bend at 1412 and 1408 The northern bank in the outside of the bend is experiencing severe bank erosion with an
existing vertical bank height exceeding 10 feet Little woody or herbaceous vegetation is present on the eroding banks
An existing floodplain bench is located on the east side of the stream at 1408 and 1404 Just downstream of the bench
the stream bank transitions to a height over 10 feet This location is also in an outer bend location of the stream in which
high shear stresses are causing bank failure The stream classifies as a G4 stream The stream is entrenched with bank
height/bankfull height ratios in some areas greater than 2 5 The stream morphological data generated from the
classification cross section at a riffle generated the following values Wbkf =22 4 ft dbkf =2 3 ft Abkf =52 sq ft W/D =9 7
ER =1 24 and S =1 36% The watershed is approximately 12 square miles and is located in an almost fully built out
urban area with residential and commercial development The City of Raleigh Bushy Branch Basin Study predicted the 2
year discharge under full build out conditions to be approximately 900 cfs at this location Bankfull conditions
measured in the field predict the stream discharge at bankfull to be approximately 530 cfs Velocities in the channel
potentially range from 7 fps to 10 fps for bankfull to storm events as large as the 100 year return period
This project is located downstream of a previous stream stabilization project called 1320 Onslow Road which was
approved in November 2003 as DWQ Project No 03 -1438
3b List the total estimated acreage of all existing wetlands on the property
none
3c List the total estimated linear feet of all existing streams (intermdtent and perennial) on the property
500 feet
3d Explain the purpose of the proposed project
The purpose of this project is to address severe stream bank erosion at 1404 1408 1412 and 1416 Onslow Road This
project will stabilize the stream banks and prevent additional erosion and sediment deposition in the stream Additonally
the project will stabilize the channel banks improve the dimensions of the eroded channel and provide for a better
vegetative buffer on the stream banks with the establishment of new woody vegetation
Page 4 of 12
PCN Form — Version 13 December 10 2008 Version

3e
Describe the overall project in detail including the type of equipment to be used
The project will stabilize the channel banks improve the dimensions of the eroded channel and provide for a better
vegetative buffer on the stream banks
The project will consist of stream bank stabilization along 285 linear feet of the stream primarily on the northern bank The
stream bank on the north side of the stream will be stabilized along the entire length of the project and the stream bank
on the south side of the stream will be stabilized in two small areas Erosion issues at the bridge abutments will be
addressed with this project with the placement of np rap toe stabilization Stabilization on the north side of the stream will
consist of constructing new terrace and stream banks at slopes varying from 1 5H 1V to 2H 1V as well as the
establishment of rock toe protection on the outside of the stream bend All areas where the streambanks are to be
reshaped will be replanted to revegetate the stream banks The bankfull bench is functioning well on the north side of the
stream at 1408 and 1404 and ther6fore is the intent of this project to create an bankfull bench on 1412 to relieve the
stress on the channel during larger storm events where space allows Due to the constraints of the existing right of way
the terrace slope will begin at the right of way and extend to the designed bankful bench elevation through a 2H 1V slope
The bench will re establish a bankfull channel on a portion of the channel experiencing the most severe erosion All areas
where the streambanks are to be reshaped will be replanted to provide long term woody root stabilization
The equipment to be used in this project is earth moving equipment and various other support apparatus Heavy
equipment may include hydraulic excavator compactors bulldozers skid steer loaders and material hauling apparatus
such as a dump truck This type of equipment will be used for excavation and placement of materials for the project The
construction equipment will enter off of Onslow Road and will work only from the noth side of the stream
4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination what type
of determination was made?
❑ Preliminary ❑ Final
4c
If yes who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d
If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the pasty
❑Yes No ® ❑ Unknown
5b
If yes explain in detail according to help file instructions
6
Future Project Plans
6a
Is this a phased projects
❑ Yes ® No
6b
If yes explain
Page 5 of 12
PCN Form — Version 1 3 December 10 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404 other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
Permanent (P) or
(PER) or
(Corps 404 10
stream
length
Temporary (T)
intermittent
(INT)?
DWQ — non -404
width
(linear
other)
(feet)
feet)
S1 ®P ❑ T
stream stabilization
Bushy Branch
® PER
❑ INT
® Corps
® DWQ
285
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary unpacts
285
31 Comments The stream impacts are only for the banks in which stabilization will occur No work will be performed to adjust
the pattern or profile of the channel The impacts will stabilize the banks with a combination of rock material to bankfull bank
slope improvements benching and the establishment of woody vegetation for long term stabilization
Page 6 of 12
PCN Form — Version 13 December 10 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
Open water
impact number
— Permanent
(P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody type
4e
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed then com lete the chart below
5a
Pond ID
number
5b
Proposed use or purpose of
pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
Page 7 of 12
PCN Form — Version 13 December 10 2008 Version

6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
® Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
stream
131 ® P ❑ T
bank
stabilization
Bushy Branch
❑ Yes
® No
12 632
new bench
construction
B2 ❑ P ® T
construction
access
Bushy Branch
El Yes
® No
2178
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments The permanent buffer impacts B1 involve benching and terrace bank regrading These grade changes will
include re- establishment of buffer vegetation The disturbed area will be seeded with native herbaceous material and
augmented with woody vegetation upon completion of construction Impacts B2 are temporary impacts for access to the site
and include both zones 2 All disturbance in the right of way will be re- seeded with grass to match the existing vegetation
D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project is necessary to stabilize the stream channel and to eliminate the sediment deposition currently occunng due to the
erosion of the stream channel banks The project is limited to a stream length of 285 feet that has qualified for the City of
Raleigh assistance program for severe erosion problems The minimization efforts on this project were concentrated in
establishing a bankfull bench to avoid an extensive structural stabdizabon on a very high vertical bank The establishment of a
bankfull bench will alow for the reduction of stress on the bankfull channel in this very urban watershed Due to the high
velocities and flow volumes in this entrenched stream stone is required to provide sufficient stabilization of the toe and
bankfull bank
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The contractor for this project will be required to complete the construction from the north bank which will limit impacts to the
existing stream buffers In addition stream access for equipment or crossings will not be allowed to minimize impacts on the
stream The proposed structural measures include rock for stability at the stream toe and vegetation to re establish root
system on the stream bank for long term stabilization
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this project?
❑ Payment to in lieu fee program
❑ Permittee Responsible Mitigation
Page 8 of 12
PCN Form — Version 13 December 10 2008 Version

3 Complete If Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete If Using a Pennittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
Page 9 of 12
PCN Form — Version 13 December 10 2008 Version

E Stormwater Management and Diffuse Flow Plan (required by DWQ)
1 Diffuse Flow Plan
la Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b If yes then is a diffuse flow plan included? If no explain why
Comments The project does not involve any development upstream within the
❑ Yes ® No
floodplain or terraces of the stream which would require diffuse flow The project
only involves stream bank stabilization
2 Stormwater Management Plan
2a What is the overall percent imperviousness of this project?
0
2b Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c If this project DOES NOT require a Stormwater Management Plan explain why There are no budding improvements
associated with this project and no alteration to or addition of impervious area The project only involves stabilization of
existing stream banks
2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
2e Who will be responsible for the review of the Stormwater Management Plan?
❑ Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3 Certified Local Goverment Stormwater Review
3a In which local government s jurisdiction is this project?
Raleigh NC
® Phase II
3b Which of the following locally implemented stormwater management programs
❑ NSW
apply (check all that apply)
❑ USMP
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4 DWQ Stormwater Program Review
❑ Coastal counties
4a Which of the following state implemented stormwater management programs apply
El HQW
❑ ORW
(check all that apply)
❑ Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 13 December 10 2008 Version

F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state/local) funds or the
use of public (federal /state) land?
® Yes
❑ No
lb
If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes
❑ No
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after the fact permit application?
❑ Yes
® No
2c
If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
additional development which could impact nearby downstream water quality?
El Yes
No
3b
If you answered yes to the above submit a qualitative or quantdabve cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
n/a
Page 11 of 12
PCN Form — Version 13 December 10 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
5b Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ® No
5c If yes indicate the USFWS Field Office you have contacted
❑ Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
No endangered species or designated critical habitat have been found within the project area
u tssentiai Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
status (e g National Historic Trust designation or properties significant in El Yes No
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC Historic Preservation Office website (www hpo dcr state nc us) was searched for sites and no sites were listed for
this property In additon no architectural structures or archaeological artifacts were noted during preliminary surveys at
the site
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 -year floodplain? ❑ Yes ® No
8b If yes explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? NC Floodmaps sie (www ncfioodmaps com) was
searched for FEMA floodplain limits Bushy Branch is a regulated FEMA stream The bank stabilization work and the
establishment of a bankfuil bench will not adversly effect the floodplain limits
Carl R Dawson Jr PE / f /'Y /L
Applicant/Agent s Printed Name Appl K n Ag nt s Slgna a Date
(Agents signature is valid only d an authonzatio tter from the applicant
is rovided
Page 12 of 12
PCN Form — Version 13 December 10 2008 Version

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North bank erosion at 1404 Onslow
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South bank erosion at 1404 Onslow
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TOP OF EXCAVATED FLOODPLAIN
BENCH AT BANKFULL ELEVATION
(LIM(TS SHOWN ON PLANS)
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24'
WIDTH AT TOP OF BANK
—END TOE PROTECTION STREAM
BANK
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2H
24'
MATTED TERRACE SLOPE
(LIMITS SHOWN ON PLANS)
—END TOE PROTECTION
(LIMIT SHOWN ON PLANS
AT BANKFULL ELEVATION)
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ei�ow140411406 AND 1412 ONSLOW DRIVE
I DETAILS
CITY OF RALEIGH,NORTH CAROLINA
z WARD CONSULTING ENGINEERS, PC
15 8368 Six Forks Rd Suite 104 919 870 -0526
> Raleigh. NC 27615 -5083 FAX [phone]

PUMP ZONE
BASE FLOW
NOTE 1 WORK AREA TO BE STABIUZED AT THE END OF EACN WORK DAY
2 ROCK SILT SCREENS REQUIRED FOR PUMP
AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
3 STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL
FOR ENERGY DISSIPATION AND 45
ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT
THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL
BE APPROVED BY THE DESIGNER PRIOR TO PUMPING.
k� F 1114
V SEAL
/ TYPICAL PUMP AROUND OPERATION
113443-4
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SCALE NOT • SCALE
4 1404,1406 AND 1412 ONSLOW DRIVE
or
DETAILS
CITY OF RALEIGHMORTH CAROLINA
WARD CONSULTING ENGINEERS, PC
8368 Six Forks Rd Suite 104 919 870 -0526
Raleigh, NC 27615 -5088 FAX (919; 870 -5359

PLANTING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
HEALING IN DIBBLE PLANTING METHOD
L I m uhmo sfh In a sho* nll LISTNG THE KRf PI ON7TNG RAP
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PLANTING NOTESi
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REFORESTATION DETAIL
SCALE NOT TO SCALE
1404,1406 AND 1412 ONSLOW DRIVE
DETAILS
CITY OF RALEIGHMORTH CAROLINA
WARD CONSULTING ENGINEERS, PC
8368 Six Forks Rd Suite 104 (919) 870 -0526
Raleigh, NC 27615 -5083 FAX [phone]

LONGITUDINAL ANCHOR
TRENCH
E AT 3 -5'r
INTERVALS
r w/
'CHECK SLOT AT 25
INTERVALS (MIN)
D
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-V
WOODEN
STAKES
mm SM TO BE OONSTRUC W AT
20 M RVAM
2. ALL MATTIIO TO BE SEGIRED IITH
INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT SPEC UT M AT V OnERVAM
a
A. TROM MATRHO AT TOP AM BOTWM
OF MAT AS SHOW 01 DETAIL
• OVEiW FABRIC Bi COMM= OF R M
MAT iRFJYI ON 10P OF
• MATMO VMl BE IISTALLED ACCORD=
e1111e11111F TO THE SPECIFICATIONS.
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-0' ""?° SdkLE NOT TO SCALE
133443
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/glZjll���l�.
DETAILS
CITY OF RALEIGH NORTH CAROLINA
DATE MARCH 12.2012
WARU CONSULTING ENGINEERS, PC
8868 Six Forks Rd Suite 104 (919) 870 -0526
Raleigh NC 27615 -5083 FAX [phone]

Erosion Control Matting / Coconut Fiber (Coor) Blanket (C -700)
Description
The coconut fiber channel lining shall be a machine- produced 100% biodegradable mat
The blanket shall be of consistent thickness with the coconut fiber evenly distributed over
the entire area of the mat Coconut Fiber Blankets will only be used in locations specified
by the Engineer Locations will be on all disturbed streambanks prior to turning the
streamflow into the newly constructed channel Other problem areas may also require the
placement of coconut fiber blankets
Materials
Coconut fiber matting shall be vrovided to meet the s ecifications provided below
Matrix
100% Coconut Fiber
Weight
20 oz/SY 678 m2
Tensile Strength
1348 x 626 lb /ft minimum (1650 5 x 766 5
kgIm)
Elongation
34% x 38%
Open Area measured
50%
Thickness
0 30 inches minimum 7 6 mm
Flexibility m — cm
65030 x 29590
Recommended Flow
11 feet/second 3 35 m/s
Size
6 6 x 164 feet 120 S or 100 SM
"C" Factor
0 002
Stakes will be wooden stakes 12 in (300 mm) in length with a notch cut 1 in (25 mm)
from the top These stakes shall be used to stake the matting along the slopes Wooden 3
ft stakes spaced approximately 4 ft apart shall be used to secure the matting at the toe of
the slope The toe stakes shall have a minimum 1 -mch by 1 inch cross section and shall
be designed so that the matting can not slide past the exposed end of the stake
Construction Methods
Provide a smooth soil surface free from stones, clods, or debris that will prevent the
contact of the matting with the soil Place the matting immediately upon final grading
Take care to preserve the required line grade, and cross section of the area covered All
cut slopes shall be stabilized at the end of each working day with erosion control matting
Apply fertilizer seed lime and straw mulching prior to installing the matting
Prepare the soil beneath the matting with topsoil if required seed fertilizer and cover
with straw mulch Unroll the matting and apply without stretching such that it will lie
smoothly but loosely on the soil surface Bury the top slope end of each piece of matting
in a narrow trench at least 6 inches (150 mm) deep and tamp firmly Where one roll of
matting ends and a second roll begins, overlap the end of the upper roll over the buried
end of the second roll so there is a 6 inches (150 mm) overlap Construct check trenches
at least 12 inches (0 3 m) deep every 50 feet (16 m) longitudinally along the edges of the
matting or as directed by the Project Engineer Fold over and bury matting to the full

depth of the trench, close and tamp firmly Overlap matting at least 6 inches (150 mm)
where 2 or more widths of matting are installed side by side
Place stakes across the matting at ends ,functions, and check trenches approximately 1
foot (90 3 m) apart with notch facing upslope Place stakes along the outer edges and
down the center of each strip of matting 3 feet (1 meter) apart Place stakes along all
lapped edges 1 foot (0 3 m) apart Refer to details in the plan sheets
The Engineer may require adjustments in the trenching or staking requirements to ft
individual site conditions
Basis of Payment
The quantity of Erosion Control Matting/Coir Matting' measured as provided above
will be paid for at the contract unit price per square yard for Erosion Control
Matting/Coconut Fiber (Corr) Blanket and shall include all work and materials required
in this section Payment for staples, stakes and twine will be included in the contract unit
price for Erosion Control Matting"
Payment will be made under
Erosion control matting sy

Coconut Faber Blankets- 0125
The coconut fiber channel hung shall be a machine- produced 100%
biodegradable mat with a 100% coconut fiber matrix
The blanket shall be of consistent thickness with the coconut fiber evenly
distributed over the entire area of the mat. The blanket shall be covered on the
top and bottom sides with 100% biodegradable woven, natural, organic fiber
netting The netting shall consist of machine directional strands formed from two
intertwined yarns with cross directional strands interwoven through the twisted
maehme strands (commonly referred to as a Leno weave) to form an
approximate 0 50 x 100 inch (127 x 2 54 cm) mesh The blanket shall be sewn
together on 150 inch (3 81 cm) centers (50 stitches per roll width) with
biodegradable thread
The blanket shall be manufactured with a colored line or thread stitched along
both outer edges (approximately 2 -5 mches [5-12 5 em] from the edge) to ensure
proper material overlapping
The coconut fiber channel luung shall be 0125 BN as manufactured by North
American Green, or equivalent The coconut fiber channel lining shall have the
following properties
Material Content
Matrix 100% coconut fiber
(0 50 lb /yd2) (0 27 kg /m2)
Netting Both sides, Leno woven 100% biodegradable organic lute
fiber
(9 30 lbs /1,000 ft2 [4 50 kg /100 m2] approximate weight)
Thread Biodegradable
Physical Specifications (per roll)
English
Metric
Width
6 67 ft +5%
2 03 m
Length
108 00 ft +5%
32 92 m
Weight
53 50 lbs +10%
28 80 kg
Area
80 yd2
66 89 m2
Stitch Spacing
150 inches
3 81 cm

The erosion control blanket shall be constructed of 100% biodegradable materials
containing a 100% coconut fiber matrix and has a functional longevity of
approximately 24 months The coconut fiber shall be evenly distributed over the
entire area of the mat The blanket shall be covered on the top and bottom with
100% biodegradable natural organic fiber netting woven into an approximate
0 50 x 100 inch (127 x 2 54 cm) mesh The blanket shall be sewn together with
biodegradable thread on 150 inch (3 81 cm) centers The following list contains
further physical properties of the C125BN erosion control blanket
Pro e
Thickness
mm)
Resiliency
Mass per Unit Area
(340 g/M2)
Water Absorption
Swell
Stiffiiess/Flexibility
Light Penetration
Smolder Resistance
MD Tensile Strength
(2 68 kN /m)
MD Elongation
TD Tensile Strength
(2 35 Min)
TD Elongation
Test Method Typical
MARV*
ASTM D5199/ECTC 0 26 in (6 60 mm) 0 18 in (4 57
ECTC Guidelines
85%
79%
ASTM D5261
10 72 oz/y& (360 g/nr)
10 04 oz/y&
ASTM D1117/ECTC
155%
133%
ECTC Guidelines
40%
54%
ASTM D1388/ECTC
0 11 oz in (1 218 mg cm)
N/A
ECTC Guidelines
1640%
1200%
ECTC Guidelines
Yes **
N/A
ASTM D5035
342 00 lbs /ft (4 98 kN /m)
183 60 lbs /ft
ASTM D5035
760%
980%
ASTM D5035
21100 lbs /ft (3 08 kN /m)
160 80 lbs /ft
ASTM D5035
1110%
1410%
Slone Desian Data
i'honnnl llaa�nn il.. +..
Cover Factors C
Channel Roughness Coefficients
Slo Gradient S
Flow Depth
Mamm� s n
Slope Length (L)
--531
3 1- 2 1
Z2 1
5 4 50 ft (0 15 m)
0 022
S 20 ft (6 m )
000009
0 018
0 050
0 50 2 00 ft
00220014
20 -50
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0040
0060
z 2 00 ft (0 60 in)
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2 50 ft (15 2 m)
0 007
0 070
0 070
Max Permissible Shear Stress
2 251bs /ft2 (108 00 Pa)
-v —vat aww ac UcSIKII Uatkl UUIISUIt zuIvi1J3"°
Manning s n expressed in English units for unvegetated blankets
*Mimmum average roll values (MARV) are calculated as the typical plus or minus two standard
deviations Statistically this yields a 97 71/o degree of confidence that any samples taken will exceed the
value reported Typical indicates the mean or average
"Material is smolder resistant according to specified test.
MD — Machine Direction
TD — Transverse Direction

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