20201341 Ver 1_ePCN Application_20210617

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
C No
Is this project a public transportation project?*
CYes 0' No
Change cnly 1 needed.
BIMS # Assigned* Version#*
20201341 1
Is a payment required for this project?*
No payment required
�- Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
607 Royal Street
la. Who is the Primary Contact?*
Dominick Smalls
lb. Primary Contact Email:*
[e-mail]
Date Submitted
6/17/2021
Nearest Body of Water
Rocky Branch
Basin
Neuse
Water Classification
C;NSW
Site Coordinates
Latitude:
35.791263
Pre -Filing Meeting Information
ID#
20201341
Pre -fling Meeting or Request Date*
9/30/2020
Longitude:
-78.688083
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
What amout is owed?*
F $240.00
$570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
lc. Primary Contact Phone:*
[phone]
Version
1
50.18KB
A. Processing Information
County (or Counties) where the project is located:
Wake

Is this a NCDMS Project
C- Yes f No
Is this project a public transportation project?*
C- Yes f No
la. Type(s) of approval sought from the Corps:
[7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
C- Yes
G No
1b. What type(s) of permit(s) do you wish to seek authorization?
fJ Nationwide Permit (NWP)
n Regional General Permit (RGP)
n Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes 6' No
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
n Non-404 Jurisdictional General Permit
n Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
C- Yes f No
F. 401 Water Quality Certification - Express
7 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
CYes (7 No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C- Yes C No
Acceptance Letter Attachment
lh. Is the project located in any of NC's twenty coastal counties?
r'Yes (7 No
1j. Is the project located in a designated trout watershed?
C- Yes a No
B. Applicant Information
Id. Who is applying for the permit?
n Owner 17 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
( Yes ('No
2. Owner Information
2a. Name(s) on recorded deed:
Gregory Owen Willis, Regina Willis, and Freedom Temple of Deliverance INC
2b. Deed book and page no.:
611 Royal: DB006614/PG00674, 615 Royal: DB006154/PG00383
2c. Responsible party:
City of Raleigh Engineering Services Department
2d. Address
r'Yes r No
r'Yes ( No

Street Address
607 Royal Street, 611 Royal Street, 615 Royal Street
Address Line 2
Cty State / Province / Region
Raleigh NC
Postal / Zip (.ode Country
27607-5421 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
d omi n i ck. smal I s@ra l e i g h n c. gov
3. Applicant Information (if different from owner)
3a. Name:
Wayne Miles
3b. Business Name:
City of Raleigh Engineering Services Department
3c. Address
Street Address
222 West Hargett Street, PO Box 590
Address Line 2
atY State / Province / Region
Raleigh NC
Postal / ZZp Code Country
27602 USA
3d. Telephone Number: 3e. Fax Number:
[phone]
3f. Email Address:*
d o mi n i c k. s ma I l s@ ra l e i g h n c. g ove
4. Agent/Consultant (if applicable)
4a. Name:
Becky L. Ward
4b. Business Name:
Timmons Group
4c.Address
Street Address
5410 Trinity Rd
Address Line 2
Suit #102
DIY State / Province / Region
Raleigh NC
Postal / Zip Code Country
27607 USA
4d. Telephone Number: 4e. Fax Number:
[phone] [phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Royal_St_607_611 _Assistance_Request.pdf
Drainage_Assistance_Request 615 Royal.pdf
207.65KB
278.64KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Raleigh

2. Project Identification
2a. Property Identification Number:
0794235067
2b. Property size:
0.31
2c. Project Address
Street Address
607 Royal Street
Address Line 2
(Sty State / Province / R3gion
Raleigh NC
Postal / Zip Code Country
27607-5421 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Rocky Branch
3b. Water Resources Classification of nearest receiving water:*
C;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011101
4. Project Description and History
4a. 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 site is in a single-family residential area located just south of Hillsboro Street and West of Gorman Street in Raleigh, North Carolina. The project includes the properties
located at 607, 611 and 615 Royal Street. Rocky Branch located on the properties is unstable and actively eroding. The stream channel has active lateral migration that is moving
towards existing structures located on the properties. Approximately 170 feet of stream bed and bank have been identified for repair and improvement through the City of Raleigh
Drainage Assistance Program. The watershed above the project site is comprised of both residential and commercial land use.
Rocky Branch within the project area has incised and is actively eroding with significant lateral migration of the western bank. The most significant bank instability and active mass
wasting is located at 607 and 611 Royal Street. The western bank has eroded to within 15 of an existing deck structure located at 607 Royal Street. Managed lawn exists on the western
side of the stream providing only a shallow root system with minimal assistance to aid in bank stability. The eroded bank height ranges from 7 to 8 feet along the western face. The
eastern floodplain is wooded and the bank heights range from 2.5 to 4 feet. A document titled Morphological data has been uploaded with this PCN application. The following tables
along with the morphological cross sections and longitudinal profile are included in this document. The watershed to the project site has a drainage area of approximately 0.25 square
miles. The regional curve data for a watershed of this size is listed in Table A. The project reach within the repair area classified as slightly entrenched E4/C4 stream. The morphological
data included in Table B, was obtained from surveyed cross sections at riffle locations.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No 6 Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Quad Map.pdf 905.13KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soils Map.pdf 488.05KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
190
4h. Explain the purpose of the proposed project:*
The purpose of the project is to restore the vertical bed and bank stability to the stream within the project area. The impacts that will occur on the stream and associated buffers are to
repair a section of stream bank with a rock toe for stabilization, grading/benching of the adjacent stream bank, and installation of two constructed riffles for vertical stability.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Stream Bank Grading and Benching: Currently the bank erosion has scoured out a sharp bend in the stream. The diverted flow to this area is accelerating the erosion at this location
and subsequently downstream. A large point bar has formed on the eastern bank. The new alignment will reconstruct the stream with an appropriate radius of curvature, designed for
long term stability. Two constructed riffles have been designed to provide bed stability to the vertical profile between the upstream and downstream tie in elevations. The steep slope in
this area is contributing to the current instability. The western bank will be reconstructed partially with fill. A rock toe will be constructed to reinforce the fill soils along the outside of the
meander bend along the fill area. A bankfull bench has been designed on the eastern bank to reduce shear stress within the channel and outside of the meander bend in larger than
bankfull events. The existing channel has a constriction at the property line between 611 and 615 Royal Street. To improve the stream function and flow capacity during large storm
events, grading is proposed within the terrace slope to provide a better flow transition into the existing downstream floodplain and terrace banks. The reconstructed channel throughout
the repaired reach has been designed to contain the bankfull (1.5 to 2-year) storm event. The proposed bankfull channel has been designed with a slope of 0.023 ft/ft and riffle cross
section area of approximately 10.7 square feet. The stream bank corridor within the repair area will be re -vegetated. The re -introduction of vegetation to the graded channel banks and
floodplain terrace slopes will aid in providing long term stability. The vegetation will be a combination of native herbaceous and woody plant species. The stabilized banks and re -
vegetated corridor will additionally provide stormwater quality benefits.
4j. Please upload project drawings for the proposed project.
Compiled Set - 6-14-2021.pdf 8.26MB
5. Jurisdictional Determinations

5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
✓ Yes
r No F Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
✓ Preliminary r Approved r Not Verified r Unknown F N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
✓ Yes ( No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
LD. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands fJ Streams -tributaries
✓ Open Waters r Pond Construction
3. Stream Impacts
fJ Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
Rock Toe
Permanent
Stabilization
Rocky Branch
Perennial
Corps
6
Average (feet)
83
(linear feet)
32
Check Dams
Temporary
Other
Rocky Branch
Perennial
Corps
6
Average (feet)
6
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
83
3i. Total stream and ditch impacts:
89
3i. Total temporary stream impacts:
6
3j. Comments:
S1: Stream stabilization will be provided on the bank through reconstruction to a typical channel cross section, rock toe reinforcement in reconstructed
areas, and installation of erosion control matting and riffle construction. These impacts do not cause a loss of stream function.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
FJ Neuse
r Catawba
r Goose Creek
r Other
r Tar -Pamlico
r Randleman
r Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Temporary Buffer Access
T
Rocky Branch
No
4,507
918

6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
Zone 1
4,507.00
Zone 1
0.00
Zone 1
4,507.00
Zone 2
918.00
Zone 2
0.00
Zone 2
918.00
6i. Comments:
The buffer areas will be impacted due to construction access and re -grading operations to reconstruct the bank on the East and West sides of the
stream. The buffers will be re-established with vegetation as shown on the construction plans.
Supporting Documentation
Impacts Map-1.pdf
E. Impact Justification and Mitigation
771 12KB
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
This project is necessary due to the severe erosion in close proximity to an existing structure and the instability of the bank that is continuing to
migrate. The repair improves water quality by stabilizing the bank and prevent additional sediment transport into the stream. The project will be limited
to the eroded bank only with minimal transitions areas up and downstream. Rock Toe and vegetation stabilization techniques was selected to stabilize
the stream bank. The limits of disturbance have been minimized to only the area needed to construct the repairs. Impacts to the stream buffer will be
minimized by accessing the site through a narrow corridor and protecting as much existing vegetation as possible.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Pumping of normal stream flow be maintained and pumped around the site during construction activities. Bank stabilization, covering the slope with
riparian seed and coir matting, erosion control mating will occur daily upon completion of bank grading. Existing vegetation will be preserved as much
as possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
C Yes (7 No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Not part of Mitigation bank
F. Stormwater Management and Diffuse Flow Plan (required by DWR) L)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
( Yes r No
What type of SCM are you providing?
I— Level Spreader
I— Vegetated Conveyance (lower SHWT)
I— Wetland Swale (higher SHWT)
f Other SCM that removes minimum 30% nitrogen
7 Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
( Yes r No
Comments:
No additional development or impervious is planned for this project it is solely a stream stabilization project.

G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
6 Yes rNo
1b. 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 (North Carolina)
Environmental Policy Act (NEPAISEPA)? *
✓ Yes (No
Comments:*
The project is being completed in an existing urban stream that is within an existing residential development.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes f• No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes ( No
3b. If you answered "no," provide a short narrative description.
No development is associated with this project it is only bank stabilization within an existing residential development and will improve downstream water
quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes rNor N/A
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?*
6 Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes ('No
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes(-No
r No 6 Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
(' Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes ('No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes 6'No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes P No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The site is an existing urban residential area that has been previously impacted by development. Open areas are currently being mowed and
maintained. Habitat is not present for Wake County listed vertebrate and invertebrate endangered species with the exception of Northern Long Eared
Bats. It is not anticipated that this tree removal would be an impact to critical habitat for the Northern Long Eared Bat in Wake County. Therefore, it is
not anticipated that there will be any adverse impacts associated with T/E species.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes ('No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*

The Project is located in an urban stream
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?*
C- Yes a No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC Historical Preservation Office website (wnwv.hpo.dcr.state.nc.us) was searched and no sites were listed for this property. In addition, no
architectural structures or archaeological artifacts were noted during preliminary surveys at the site.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
C Yes a No
8c. What source(s) did you use to make the floodplain determination?*
(Floodmaps.nc.gov)
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Location Map.pdf
Morphological Data.pdf
Table A-B.pdf
797.08KB
3.84MB
46.35KB
Signature
*
IJ By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
S. Wayne Miles
Signature
Date
6/17/2021

DRAINAGE ASSISTANCE REQUEST
THE FOLLOWING IS A REQUEST TO THE CITY OF RALEIGH FOR ASSISTANCE
IN CORRECTING A STORMWATER DRAINAGE PROBLEM ON PRIVATE PROPERTY.
The undersigned owner(s) {PRINT NAME(S) 1
are owners of real, property ("Subject Property") located within the corporate limits of the City of Raleigh ("City"); and
The Subject Property has experienced, or is likely to experience, damage from stormwater drainage, including
runoff from a City street, right-of-way, or City -owned property; and
•
The undersigned requests drainage assistance from the City under the Stormwater Drainage Policy (City Council
Resolution 2016-327) to make stormwater drainage improvements ("Improvements") on the Subject Property; and
The undersigned acknowledges and agrees that (i) the requested Improvements to the Subject Property shall be
subject to the prioritization and availability of funding pursuant to the City's Stormwater Drainage Policy; and (ii) the
City makes no guarantees that the requested Improvements will be undertaken; and
If Improvements are undertaken pursuant to this request, then the undersigned agrees (i) to comply with and be
subject to all applicable ordinances, policies, and requirements relating to the City's Stormwater Drainage Policy; (ii) to
grant the City permission to enter and cross the Subject Property to carry out work related to the Improvements; and (iii)
to donate to the City the appropriate and necessary permanent public drainage easement(s), temporary construction
easement(s), right(s)-of entry and/or permanent conservation easement(s) for the construction and perpetual maintenance
of the Improvements pursuant to the City's Drainage Assistance Policy.
Property Owner(s)
[Owner(s) must sign]
Msdrng Addr ess(es,
Phone Number(s)
Email Address(es)
6,016 KY a .1 11,th
Owner [if owned by individual(s)]
J
Date -04 .cy`� %/ — 6 LPi 40121
f
Overfed [if owned by indiv ()]
idua s
Date
Entity Name [if owned by business or non-profit] Date
Signed by: Title:
Location of Subject Property:
(Street Address, Tax Map, PIN#J
207 Jea)i7LS7-A •f
R fi L L /0-/, N .2. ` 6,!)? - Syzf
To be: completed' by City Staff;
Date Submitted to Owner(s):
Date Submitted to City:
Return completed form to Stormwater Management Division
City of Raleigh -Stormwater Management Division- 127 W. Hargett St., PO Box590, NC 27602019) 996-3940

THE FOLLOWING IS A REQUEST TO THE CITY OF RALEIGH FOR ASSISTANCE
IN CORRECTING A STORMWATER DRAINAGE PROBLEM ON PRIVATE PROPERTY.
The undersigned owner(s) [PRINT NAME(S) j
are owners of real property ("Subject Property") located within the corporate limits of the City of Raleigh ("City"); and
The Subject Property has experienced, or is likely to experience, damage from stormwater drainage, including
runoff from a City street, right-of-way, or City -owned property; and
The undersigned requests drainage assistance from the City under the Stormwater Drainage Policy (City Council
Resolution 2016-327) to make stormwater drainage improvements ("Improvements") on the Subject Property; and
The undersigned acknowledges and agrees that (i) the requested Improvements to the Subject Property shall be
subject to the prioritization and availability of funding pursuant to the City's Stormwater Drainage Policy; and (ii) the
City makes no guarantees that the requested Improvements will be undertaken; and
If Improvements are undertaken pursuant to this request, then the undersigned agrees (i) to comply with and be
subject to all applicable ordinances, policies, and requirements relating to the City's Stormwater Drainage Policy; (ii) to
grant the City permission to enter and cross the Subject Property to carry out work related to the Improvements; and (iii)
to donate to the City the appropriate and necessary permanent public drainage easement(s), temporary construction
easement(s), right(s)-of-entry and/or permanent conservation easement(s) for the construction and perpetual maintenance
of the Improvements pursuant to the City's Drainage Assistance Policy.
roperty Owrier(s)
tvner(s) must sign]
ailing:Address(es
Bone Number(s)
mall Address(es)
S
Owner 1[if owned by individual(s)]
if owned by individual(s)]
Date
9/2
Date
Entity Name [if owned by business or non-profit] Date
Signed by: Title:
Location of Subject Property:
(Street Address, Tax Map, PIN#)
- oil
..re jtrcv\1i U%s'314tom,r3rnat L . ("rn
Je‘g- le,e_ycLit
To be completed by City Staff
Date Submitted to Owner(s):
Date Submitted to City:
Return completed form to Stormwater Management Division
City of Raleigh .Stormwater Management Division. 127 W. Hargett St., PO Box590, NC 27602•[phone]

THE FOLLOWING IS A REQUEST TO THE CITY OF RALEIGH FOR ASSISTANCE
IN CORRECTING A STORMWATER DRAINAGE PROBLEM ON PRIVATE PROPERTY.
The undersigned owner(s) [PRINT NAME(S) Vincent King of Freedom Temple of Deliverance
are owners of real property ("Subject Property") located within the corporate limits of the City of Raleigh ("City"); and
The Subject Property has experienced, or is likely to experience, damage from stormwater drainage, including
runoff from a City street, right-of-way, or City -owned property; and
The undersigned requests drainage assistance from the City under the Stormwater Drainage Policy (City Council
Resolution 2016-327) to make stormwater drainage improvements ("Improvements") on the Subject Property; and
The undersigned acknowledges and agrees that (i) the requested Improvements to the Subject Property shall be
subject to the prioritization and availability of funding pursuant to the City's Stormwater Drainage Policy; and (ii) the City
makes no guarantees that the requested Improvements will be undertaken; and
If Improvements are undertaken pursuant to this request, then the undersigned agrees (i) to comply with and be
subject to all applicable ordinances, policies, and requirements relating to the City's Stormwater Drainage Policy; (ii) to
grant the City permission to enter and cross the Subject Property to carry out work related to the Improvements; and (iii) to
donate to the City the appropriate and necessary permanent public drainage easement(s), temporary construction
easement(s), right(s)-of-entry and/or permanent conservation easement(s) for the construction and perpetual maintenance
of the Improvements pursuant to the City's Drainage Assistance Policy.
Property Owner(s)
[Owner(s) must sign]
Mailing Address(es)
Phone Number(s)
Email Address(es)
Owner [if owned by individual(s)]
Date
Owner [if owned by individual(s)] Date
Freedom Temple of Deliverance Church 01 / 18 / 2021
Entity Name [if owne smess or non-profit] Date
Signed by: Title:Deacon Chairman
Location of Subject Property:
(Street Address, Tax Map, PIN#)
615 Royal St Raleigh
[e-mail]
To be completed by City Staff
Date Submitted to Owner(s):
Date Submitted to City:
Return completed form to Stormwater Management Division
City of Raleigh Stormwater Management Division. 127 W. Hargett St., PO Box590, NC 27602•[phone]
Doc ID: 8ad37652dacc49fe3e0616a3aa34dda102bb3e18

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TEL 5610 Trinity Road, Suite102 I1 Raleigh, NC 27607
24
North Carolina License No. C-1mmons.mm
652
11111 UAI7 REVISION DESCRIPTION
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or In part and shall not be used for any purpose whatsoev r, Inclusi e, but t
Ilmited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

L:\209\44363.011-RoyalStreet COR\DWG\Sheet\Exhibit\PCN DWG package.dwg 1 Plotted on 12/15/2020 4:22 PM 1 by Alston Willard
PROJECT LOCATION
TIMMONS GROUP..
11
607 ROYAL STREET
CITY OF RALEIGH - WAKE COUNTY - NORTH CAROLINA
SOILS MAP
SCALE 1"=1000'
YOUR /ISM ACHIEVED THROUGH OURS.
THIS DRAWING PREPARED AT THE
RALEIG
OFFICE
TEL 5610 Trinity Road, Suite102 I1 Raleigh, NC 27607
North Carolina License No. C-124 mmons.mm
652
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

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L:\209\44363.011-RoyalStreet COR\DWG\Sheet\Exhibit\PCN DWG package.dwg 1 Plotted on 12/11/2020 4:31 PM 1 by Alston Willard
TIMMONS GROUP..
11
607 ROYAL STREET
CITY OF RALEIGH - WAKE COUNTY - NORTH CAROLINA
LOCATION MAP
OUR /ISM ACHIEVED THROUGH OURS.
THIS DRAWING PREPARED AT THE
RALEIG
OFFICE
TEL 5610 Trinity Road, Suite102 I1 Raleigh, NC 27607
66.4951 FAX
24
North Carolina License No. C-1mmons.mm
652
UAIt REVISION DESCRIPTION
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or In part and shall not be used for any purpose whatsoev r, Inclusi e, but t
Ilmited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

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Worksheet for XS2 - Riffle Section
Project Description
Friction Method
Solve For
Input Data
Channel Slope
Normal Depth
Section Definitions
Manning Formula
Discharge
0.02500 ft/ft
1.45 ft
Station (ft) Elevation (ft)
Roughness Segment Definitions
Start Station
0+73 415.71
0+80 415.62
0+86 415.33
0+90 415.29
0+93 414.54
0+95 413.41
0+97 412.09
0+99 412.06
1+00 411.96
1+02 412.10
1+03 412.93
1+05 413.72
1+06 414.44
1+08 415.07
1+12 415.56
(0+73, 415.71)
Options
current Kougnness vveigntea
Method
Open Channel Weighting Method
Closed Channel Weighting Method
Ending Station Roughness Coefficient
Pavlovskii's Method
Pavlovskii's Method
Pavlovskii's Method
(1+12, 415.56) 0.045
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:45:24 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

Worksheet for XS2 - Riffle Section
Results
Discharge 50.01 ft3/s
Elevation Range 411.96 to 415.71 ft
Flow Area 9.66 ft2
Wetted Perimeter 9.78 ft
Hydraulic Radius 0.99 ft
Top Width 8.68 ft
Normal Depth 1.45 ft
Critical Depth 1.33 ft
Critical Slope 0.03397 ft/ft
Velocity 5.18 ft/s
Velocity Head 0.42 ft
Specific Energy 1.87 ft
Froude Number 0.87
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 1.45 ft
Critical Depth 1.33 ft
Channel Slope 0.02500 ft/ft
Critical Slope 0.03397 ft/ft
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:45:24 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 2 of 2

Worksheet for XS4 - Riffle Section
Project Description
Friction Method
Solve For
Input Data
Channel Slope
Normal Depth
Section Definitions
Manning Formula
Discharge
0.02500 ft/ft
2.01 ft
Station (ft) Elevation (ft)
Roughness Segment Definitions
Start Station
Options
0+72 414.30
0+76 412.70
0+79 411.50
0+84 410.83
0+86 409.32
0+90 409.45
0+92 409.36
0+96 408.57
1+00 408.46
1+03 408.19
1+04 410.20
1+06 410.89
1+06 413.81
1+11 414.24
1+17 414.55
1+21 415.20
(0+72, 414.30)
current Kougnness vveigntea
Method
Open Channel Weighting Method
Ending Station Roughness Coefficient
Pavlovskii's Method
Pavlovskii's Method
(1+21, 415.20) 0.045
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:46:11 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

Worksheet for XS4 - Riffle Section
Options
Closed Channel Weighting Method Pavlovskii's Method
Results
Discharge 133.89 ft3/s
Elevation Range 408.19 to 415.20 ft
Flow Area 23.63 ft2
Wetted Perimeter 20.91 ft
Hydraulic Radius 1.13 ft
Top Width 19.62 ft
Normal Depth 2.01 ft
Critical Depth 1.93 ft
Critical Slope 0.03067 ft/ft
Velocity 5.66 ft/s
Velocity Head 0.50 ft
Specific Energy 2.51 ft
Froude Number 0.91
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
0.00 ft
0.00 ft
Infinity ft/s
Infinity ft/s
2.01 ft
1.93 ft
0.02500 ft/ft
0.03067 ft/ft
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:46:11 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 2 of 2

Worksheet for XS6 - Riffle Section
Project Description
Friction Method
Solve For
Input Data
Channel Slope
Normal Depth
Section Definitions
Manning Formula
Discharge
0.02500 ft/ft
1.24 ft
Station (ft) Elevation (ft)
0+75 413.68
0+78 412.90
0+80 412.10
0+84 411.18
0+86 410.84
0+88 408.58
0+90 408.58
0+92 408.39
0+96 407.93
0+96 407.34
1+00 407.06
1+02 407.18
1+04 408.74
1+06 411.52
1+07 412.79
1+08 413.54
1+15 414.12
1+24 414.43
1+32 414.87
Roughness Segment Definitions
Start Station
(0+75, 413.68)
Ending Station Roughness Coefficient
(1+32, 414.87) 0.045
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:46:53 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

Worksheet for XS6 - Riffle Section
Options
current Kougnness vveigntea
Method
Open Channel Weighting Method
Closed Channel Weighting Method
Results
Pavlovskii's Method
Pavlovskii's Method
Pavlovskii's Method
Discharge 37.62 ft3/s
Elevation Range 407.06 to 414.87 ft
Flow Area 8.67 ft2
Wetted Perimeter 11.44 ft
Hydraulic Radius 0.76 ft
Top Width 10.66 ft
Normal Depth 1.24 ft
Critical Depth 1.13 ft
Critical Slope 0.03542 ft/ft
Velocity 4.34 ft/s
Velocity Head 0.29 ft
Specific Energy 1.53 ft
Froude Number 0.85
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
0.00 ft
0.00 ft
Infinity ft/s
Infinity ft/s
1.24 ft
1.13 ft
0.02500 ft/ft
0.03542 ft/ft
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:46:53 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 2 of 2

Worksheet for XS8 - Riffle Section
Project Description
Friction Method
Solve For
Input Data
Channel Slope
Normal Depth
Section Definitions
Manning Formula
Discharge
0.02500 ft/ft
1.93 ft
Station (ft) Elevation (ft)
Roughness Segment Definitions
Start Station
0+92 409.89
0+93 410.02
0+95 406.59
1+00 406.27
1+01 406.40
1+02 406.71
1+04 407.00
1+05 408.10
1+06 408.45
1+12 410.97
1+17 411.74
1+21 413.21
(0+92, 409.89)
Options
current Kougnness vveigntea
Method
Open Channel Weighting Method
Closed Channel Weighting Method
Results
Ending Station Roughness Coefficient
Pavlovskii's Method
Pavlovskii's Method
Pavlovskii's Method
(1+21, 413.21) 0.045
Discharge 102.29 ft3/s
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:47:27 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

Worksheet for XS8 - Riffle Section
Results
Elevation Range 406.27 to 413.21 ft
Flow Area 16.52 ft2
Wetted Perimeter 12.79 ft
Hydraulic Radius 1.29 ft
Top Width 11.33 ft
Normal Depth 1.93 ft
Critical Depth 1.81 ft
Critical Slope 0.03093 ft/ft
Velocity 6.19 ft/s
Velocity Head 0.60 ft
Specific Energy 2.53 ft
Froude Number 0.90
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 1.93 ft
Critical Depth 1.81 ft
Channel Slope 0.02500 ft/ft
Critical Slope 0.03093 ft/ft
Bentley Systems, Inc. Haestad Methods So3rtidfe9EdtheiMaster V8i (SELECTseries 1) [08.11.01.03]
10/28/2020 8:47:27 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 2 of 2

7/22/2020
StreamStats
StreamStats Report
Region ID: NC
Workspace ID: NC20200722140222243000
Clicked Point (Latitude, Longitude): 35.79147, -78.68801
Time: 2020-07-22 10:02:39 -0400
dith
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/70
4'7
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Y. .
Basin Characteristics
Parameter
Code
Parameter Description
DRNAREA Area that drains to a point on a stream
Value Unit
0.25 square
miles
PCTREG1 Percentage of drainage area located in Region 1 100 percent
PCTREG2 Percentage of drainage area located in Region 2 0 percent
PCTREG3 Percentage of drainage area located in Region 3 0 percent
PCTREG4 Percentage of drainage area located in Region 4 0 percent
PCTREGS Percentage of drainage area located in Region 5 0 percent
LCO6IMP Percentage of impervious area determined from NLCD 2006 impervious 38.84 percent
dataset
Peak -Flow Statistics Parameters[Region 1 Piedmont rural under 1 sqmi 2014 5030]
Parameter Code Parameter Name
Value Units Min Limit Max Limit
DRNAREA Drainage Area 0.25 square miles 0.1 1
https://streamstats.usgs.gov/ss/ 1/3

7/22/2020 StreamStets
Parameter Code Parameter Name Value Units Min Limit Max Limit
LCO6IMP Percent Impervious NLCD2006 38.84 percent 0 47.9
Peak -Flow Statistics Flow Report[Region 1 Piedmont rural under 1 sqmi 2014 5030]
PII: Prediction Interval -Lower, Plu: Prediction Interval -Upper, SEp: Standard Error of Prediction, SE: Standard Error (other -- see
report)
Statistic Value Unit PII Plu SEp
2 Year Peak Flood 200 ft^3/s 104 385 31.9
5 Year Peak Flood 242 ft^3/s 142 411 25.4
10 Year Peak Flood 264 ft^3/s 159 441 25
25 Year Peak Flood 284 ft^3/s 162 498 27
50 Year Peak Flood 294 ft^3/s 160 539 29.3
100 Year Peak Flood 306 ft^3/s 157 596 32.1
200 Year Peak Flood 314 ft^3/s 152 646 35.1
500 Year Peak Flood 337 ft^3/s 163 697 37.5
Peak -Flow Statistics Citations
Feaster, T.D., Gotvald, A.J., and Weaver, J.C.,2014, Methods for estimating the magnitude and frequency of floods
for urban and small, rural streams in Georgia, South Carolina, and North Carolina, 2011 (ver. 1.1, March 2014):
U.S. Geological Survey Scientific Investigations Report 2014-5030, 104 p. (http://pubs.usgs.gov/sir/2014/5030/)
Urban Peak -Flow Statistics Parameters[Region 1 Piedmont Urban under 3 sqmi 2014 5030]
Parameter Code Parameter Name Value Units Min Limit Max Limit
DRNAREA Drainage Area 0.25 square miles 0.1 3
LCO6IMP Percent Impervious NLCD2006 38.84 percent 0 47.9
Urban Peak -Flow Statistics Flow Report[Region 1 Piedmont Urban under 3 sqmi 2014 5030]
PII: Prediction Interval -Lower, Plu: Prediction Interval -Upper, SEp: Standard Error of Prediction, SE: Standard Error (other -- see
report)
Statistic Value Unit PII Plu SEp
Urban 2 Year Peak Flood 200 ft^3/s 104 385 31.9
Urban 5 Year Peak Flood 242 ft^3/s 142 411 25.4
Urban 10 Year Peak Flood 264 ft^3/s 159 441 25
Urban 25 Year Peak Flood 284 ft^3/s 162 498 27
Urban 50 Year Peak Flood 294 ft^3/s 160 539 29.3
Urban 100 Year Peak Flood 306 ft^3/s 157 596 32.1
Urban 200 Year Peak Flood 314 ft^3/s 152 646 35.1
Urban 500 Year Peak Flood 337 ft^3/s 163 697 37.5
Urban Peak -Flow Statistics Citations
https://streamstats.usgs.gov/ss/ 2/3

7/22/2020 StreamStats
Feaster, T.D., Gotvald, A.J., and Weaver, J.C.,2014, Methods for estimating the magnitude and frequency of floods
for urban and small, rural streams in Georgia, South Carolina, and North Carolina, 2011 (ver. 1.1, March 2014):
U.S. Geological Survey Scientific Investigations Report 2014-5030, 104 p. (http://pubs.usgs.gov/sir/2014/5030/)
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Application Version: 4.3.11
https://streamstats.usgs.gov/ss/ 3/3

Table A: Piedmont Regional Curve Data
3ankfull Urban Curves Rural Curves
Area (Sq Ft) 24.51 (18-46) 8.69 (3.8-18.0)
Width (Ft) 15.44 (11-26) 8.81 (4.0-16.0)
Depth (Ft) 1.54 (0.95-2.8) 1.10 (0.6-1.7)
Discharge (CFS) 128.1 (95-225) 34.24 (11.1-105.0)
i aaie ts: site iviorpnoiogicai uata
Cross
Section
Slope
(ft/ft)
Wbkf
(ft)
Abkf
(sqft)
dbkf
(ft)
dmax bkf
(ft)
Qbkf
(cfs)
W/D
ER
2
0.025
8.68
9.66
1.11
1.45
50
7.81
1.83
4
0.025
19.62
22.02 1.12
9.36 0.88
12.67 1.12
2.01
133.89
17.49
1.48
6
0.025
10.66
1.24
37.62
12.13
1.68
8
0.025
11.33
1.93
102.29
10.12
1.72

DWR Pre -Filing Meeting Request Form
NORTH CA:iOLINA
6nvlronmerrtal Qualify
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Becky
[e-mail]
Gregory Willis
Royal Street Stream Bank stabilization
Wake
Street Address
607 Royal Street
Address Line 2
City State / Rovince / Region
Raleigh NC
Fbstal / Zip Code Country
27607 USA
Is this a transportation project?* r Yes c: No
Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes c: No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.*
The stream behind properties 603, 607 and 611 is experiencing extreme
erosion and lateral migration. This project has qualified through the City of
Raleigh Drainage Assistance program and will involve stream bank
stabilization.
Please give a couple of dates you are available for a meeting.
10/14/2020
10/6/2020
10/20/2020
Please attach the documentation you would like to have the meeting about.

Concept-1 .pdf
pdf only
1.24MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
Submittal Date 9/30/2020