20201267 Ver 1_ePCN Application_20201116

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201267
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
West Cabarrus Street Mixed Use
1a. Who is the Primary Contact?*
Kelly Roth
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/16/2020
Nearest Body of Water
Rocky Branch
Basin
Neuse
Water Classification
QNSW
Site Coordinates
Latitude: Longitude:
35.775258-78.647518
Pre -Filing Meeting Information
ID#
20201267
Pre -fling Meeting or Request Date*
9/23/2020
Attach documentation of Pre -Filing Meeting Request here:*
1 DWR Pre -Filing Meeting Response -NO MEETING NEEDED.pdf
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\sagoss
1c. Primary Contact Phone:*
[phone]
Version
1
459KB
A. Processing Information C^U
County (or Counties) where the project is located:
Wake

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
39 - Commercial/Institutional Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Egress
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
3119 Associates LLC
2b. Deed book and page no.:
Bk: 16261, Pg: 1201
2c. Responsible party:
Tim Clancy
2d.Address
*
r Yes r No
r Yes r No

Street Address
516 West Cabarrus Street
Address tine 2
city
Raleigh
Postal / Zip Code
27603-1912
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Boylan Condominiums
2b. Deed book and page no.:
Bk: 11964, Pg: 2315
2c. Responsible party:
Laura Deans
2d.Address
Street Address
505 Florence Street
Address Line 2
Apt. 201
city
Raleigh
Postal / Zip Code
27603-2167
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Clancy Properties, LLC
2b. Deed book and page no.:
Bk: 8440, Pg: 1968
2c. Responsible party:
Tim Clancy
2d.Address
Street Address
c/o Clancy & Theys Construction Co.
Address Line 2
P.O. Box 27608
City
Raleigh
Postal / Zip Code
27611-7608
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Allen West
3b. Business Name:
Kane Realty Corporation
3c.Address
State / Province / Rion
North Carolina
Country
USA
2f. Fax Number:
State / Rovince / Region
North Carolina
Country
USA
2f. Fax Number:
State / Province / legion
NC
Country
USA
2f. Fax Number:

Street Address
4321 Lassiter at North Hills Avenue
Address tine 2
Suite 250
city
Raleigh
F bstal / Zip Code
27609
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kelly Roth
4b. Business Name:
McAdams Company
4c.Address
Street Address
2905 Meridian Parkway
Address Line 2
City
Durham
Postal / Zip Code
27713
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Slate / province / Fbgion
North Carolina
Country
USA
3e. Fax Number:
State / province / Region
North Carolina
Country
USA
4e. Fax Number:
2 KAN17030-3119 AA.pdf
215.01 KB
3 KAN17030-Boylan AA.pdf
268.2KB
4 KAN17030-Boylan HOA Property Map.pdf
582.24KB
5 KAN17030-Clancy AA.pdf
216.31 KB
6 KAN17030-Kane AA.pdf
256.08KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(i appropriate)
1c. Nearest municipality / town
Raleigh
2. Project Identification
2a. Property Identification Number:
1703475257,1703477144,1703462993 &
1703478178
2c. Project Address
Street Address
600 West Cabarrus Street
Address Line 2
aty
Raleigh
Postal / Zip Code
27603
3. Surface Waters
2b. Property size:
6.22
State / province / Region
North Carolina
Country
USA
3a. Name of the nearest body of water to proposed project:*
Rocky Branch

3b. Water Resources Classification of nearest receiving water:*
QNSW
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 vicinityof the project at the time of this application:*
The project area is currently developed with commercial, light industrial, residential and institutional uses. There are five structures present within the project area on the north side of
W. Cabarrus Street, including a women's shelter, a non-profit that serves at -risk youth and Clancy & Theys Construction company. A perennial stream Flows along the wrest side of
Rosengarten Alley on the south side of W. Cabarrus Street. There is an existing headwall within the buffer on the west side of the channel. The subject property vicinity is a densely
developed urban area with residential, commercial, office and industrial uses. Please refer to the attached USGS Location Map (Figure 1), Web Soil Survey Map (Figure 2A), Wake
County Soil Survey Map (Figure 2B) and Subject Property Aerial Map (Figure 3) for more information on the project setting.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
t^ Yes r No r 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)
7 KAN17030-Fig 1 USGS.pdf
2.05MB
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)
8 KAN17030-Fig 2A Web Soil Survey.pdf 1.17MB
9 KAN17030-Fig 2B Soil Survey.pdf 2.46MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.006
4g. List the total estimated linear feet of all existing streams on the property:
387
4h. Explain the purpose of the proposed project:*
The purpose of the project is to develop the property with the necessary infrastructure to provide suitable building areas for a planned mixed -use development in Raleigh.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project consists of a high -density, mixed -use development, including roads, driveways, parking areas, utilities, stormwater infrastructure and amenities. The proposed project
includes the replacement of a culvert under W. Cabarrus St. that will result in permanent and temporary impacts to Stream S1 on the south side of W. Cabarrus St. The replacement of
an existing sanitary sewer line along Rosengarten Alley will result in Neuse Riparian Buffer impacts. The limits of disturbance for the sewer line replacement includes 5,584 SF of existing
impacts to Zones 1 and 2 of the Neuse Buffer. The existing impacts include Rosengarten Alley and the homes along the east side of the alley. The attached Overall Impact Map (Figure
5) depicts the overall project plan view, and Inset 1 shows the details of the existing and proposed impact areas. Heavy equipment typical for road construction, utility installation and
grading will be used to construct the proposed project such as track hoes, bulldozers, dump trucks and graders.
4j. Please upload project drawings for the proposed project.
10 KAN17030-Fig 3 Aerial Map.pdf 1.12MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
The delineation has not been verified by the USACE. We are requesting a PJD with this PCN. See
attached Delineation Map (Figure 4) and wetland determination data forms.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown f N/A
Corps AID Number:
Sc. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jennifer Burdette
Agency/Consultant Company: McAdams Company
Other:
5d1. Jurisdictional determination upload
11 KAN17030-Fig 4 Delineation Map.pdf
11 KAN17030-Data Forms. pdf
6. Future Project Plans
131.8KB
226.18KB
6a. Is this a phased project?*

10 Yes O No
Are anyother 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?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width* 3h. Impact
(?) 11 Jurisdiction" length*
S1 Culvert
replacement
Permanent
Rip Rap Fill
Stream S1
Perennial
Both
9Average (feet)
6(lir�rfeet)
32
Culvert replacement
Temporary
Other
Stream S1
Perennial
Both
8
Average (feet)
17
(lir�rfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
61 17
31. Total stream and ditch impacts:
78
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
R Neuse rTas-Pamlico
r Catawba r Randleman
C Goose Creek r Jordan Lake
[ Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
61 -Deemed Allowable
P
Stream S1
No
2,569
971
62 -Allowable Upon Authorisation
P
Stream S1
No
0
2,828
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 2,569.00 3,799.00
Zone 1 Zone 2
Total combined buffer impacts: 2,569.00 3,799.00
6i. Comments:
Impact B1 is for replacement of an e>asting sanitary sewer line with a permanent maintenance corridor less than 30 feet wide and where there is no
grading or grubbing within 10 feet of the top of bank where the sewer line is parallel to the stream, Mich is Deemed Allowable according to item (11)
(jj)(i) of the Neuse Buffer Rules Table of Uses. Impact B2 is for a proposed head wall within Zone 1 that is necessary for the protection of an epsting
structure on the west bank of Stream S1, which is Allowable with Authorization according to item (11)(s) of the Neuse Buffer Rules Table of Uses.
Supporting Documentation
12 ICAN17030-Fig 5 Impact Maps.pdf 1.57MB
E. Impact Justification and Mitigation

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts due the the sanitary sewer replacement were minimized by conducting the replacement work largely within a previously impacted portion of the
buffer. In areas where the sewer line runs parallel to the stream, the impacts are at least 10 feet from the stream bank. Stream impacts due to the
sewer replacement were avoided by utilizing an aerial crossing at the southern end of the project area. The replacement of a culvert under W.
Cabarrus St. will result in stream and buffer impacts to Stream St. Impacts from the culvert replacement were minimized by not extending the culvert.
Permanent, no loss riprap impacts will be necessary to properly stabilize Stream S1 on the downstream side of the culvert. A temporary impact to
Stream S1 is required for installation of the riprap dissipater pad. There is an existing retaining wall directly adjacent to Stream S1 that will be replaced
with a head wall within Zone 1 of the buffer. This head wall is necessary to protect the epsting structure to the west of the stream. Photos of the
epsting retaining wall are attached for reference.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
A Sediment and Erosion Control Plan for the project will be developed and approved by City of Raleigh Stormwater, and the project will comply with the
supplementary NPDES Construction Stormwater Permit (NCG010000).
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Compensatory mitigation is not required because there are no wetland impacts and total stream impacts are less than 150 linear feet.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SMWT)
r Wetland Swale (higher SMWT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
13 KAN17030-SIA-2nd ASR Redo Submittal_pages.pdf 11.57MB
13 KAN17030-Grading and Storm Drainage Plan.pdf 1.24MB
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 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
P Local Government F State
Local Government Stormwater Programs
W Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Raleigh
Comments:
As documented in the attached Stormwater Impact Analysis, the proposed project decreases impervious area in the post -development condition and is, therefore, exempt from the City
of Raleigh's stormwater treatment requirements.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?"
r Yes r No

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)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes f• No
3b. If you answered "no," provide a short narrative description.
The proposed project is a mixed -use development. It is not anticipated that this project vdll result in additional development that would impact
downstream water quality. Furthermore, the proposed project will result in a decrease of impervious surfaces, which may result in benefits to
downstream water quality compared to the current use of the site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater generated by the development will be sent to the City of Raleigh sanitary sewer system. The City will reviewthe project to ensure sufficient
treatment capacity is available.
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
51. 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.?
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
14 KAN17030-percussive activities.pdf 45.31 KB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
-USFWS IPaC Web tool (https://ecos.fvvs.gov/ipar/), accessed 11/12/2020
-NC NHP Data Explorer (http://ncnhde.natureserve.org/content/map), accessed 11/12/2020
A project review request was submitted to the USFWS Raleigh Ecological Services Field Office on Nov. 16, 2020. The USFWS official species list, NHP
letter and Species Conclusion Table are attached.
Consultation Documentation Upload
15a KAN17030-USFWS Species List -Raleigh ESO-110520.pdf 220.78KB
15b KAN17030-NCNHP Project Report_110520.pdf 1.34MB
15c KAN17030-species conclusion table.pdf 162.58KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat (EFH) Mapper (http://vmw.habitat.noaa.gov/protection/efh/efhmapper/), accessed 11/11/2020

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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
State Historic Preservation Office Historic Properties online buffer tool (https://nc.maps.aregis.coryapps/vvebappviewer/index.html?
id=773b7da94dc0478390cbOc3186b7a498), accessed 11/112020 (note: does not include archaeological data).
The attached Cultural Resources Environmental Review request was submitted to the SHPO on Nov. 11, 2020. A response has not been received at
the time of this application.
7c. Historic or Prehistoric Information Upload
16 KAN17030-Cultural Resources Env Review Pkg.pdf 1.97MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM map number 3720170300j (effective 5/2/2006), accessed 11/12/2020
Miscellaneous
Comments
Photos of the existing retaining wall adjacent to Stream S1 are attached.
Miscellaneous attachments not previously requested.
17 KAN17030-retaining wall photos.pdf
Signature
W By checking the box and signing below, I certify that:
736.04KB
• 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:
Kelly K Roth
Signature
Date
11/16/2020

'LEASE
OMPLET
�JI MCADAMS AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
Project Area PIN(s):
1703475257
3119 Associates, LLC
Name:
Address:
516 W. Cabarrus Street, Raleigh, NC 27603-1912
Phone/Email:
919-834-3601 / [e-mail]
Project Name:
West Cabarrus Street
Project Number:
KAN-17030
Project Manager:
Andy Padiak/Jennifer Burdette
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
NC Division of Water Resources
401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
I hereby designate and authorize The John R. McAdams Company, Inc. to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, a duly authorized contract purchaser of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and NC Division of Water
Resources to enter upon the property herein described for the purpose of conducting on -site investigation and
issuing a determination associated with Water of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer
Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by The John R. McAdams C pany, Inc. staff.
Print Property Owner Name ignature
Title (if applic e)
/Q / Z
Date
creating experiences through experience
2905 Meridian Parkway, Durham, NC / 919. 361. 5000

DocuSign Envelope ID: 60C7C89D-D42B-4707-8BE3-C1AB1 DDE295E
PLEASE
COMPLET
J MCADAMS
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
Project Area PIN(s):
1703462993
Name:
Boylan Condominiums
Address:
505 Florence Street, Apt 201, Raleigh, NC 27603-2167
Phone/Email:
9192742969, [e-mail]
Project Name:
West Cabarrus Street
Project Number:
KAN-17030
Project Manager:
Andy Padiak/Jennifer Burdette
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
NC Division of Water Resources
401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
I hereby designate and authorize The John R. McAdams Company, Inc. to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, a duly authorized contract purchaser of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and NC Division of Water
Resources to enter upon the property herein described for the purpose of conducting on -site investigation and
issuing a determination associated with Water of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer
Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by The John R. McAdams Company, Inc. staff.
Laura Deans
Print Property Owner Name
President - HOA
Title (if applicable)
rDoSigned by:. ' t2 �I4.yLS
3000302-G3-G049...
Signature
10/8/2020
Date
creating experiences through experience
2905 Meridian Parkway, Durham, NC / 919. 361. 5000

W Cabarrus St
W Lenoir St
Bolyan Condominiums
HOA
PIN:1703462993
PIN Ext: 000
Real Estate ID: 0321072
Map Name: 1703 10
Owner: BOYLAN CONDOMINIUMS
Mail Address 1: 505 FLORENCE ST APT 201
Mail Address 2: RALEIGH NC 27603-2167
Mail Address 3:
Deed Book: 011964
Deed Page: 02315
Deed Acres: 0.11
Deed Date: 5/19/2006
Building Value: $0
Land Value: $0
Total Value: $0
Biling Class: HOME ASSOC
Description: L02 GR PT RAL FLORENCE ST
MMM BM2003 -01826
Heated Area:
Street Name: W CABARRUS ST
Site Address: 609 W CABARRUS ST
City: RALEIGH
Planning Jursidiction: RA
Township: Raleigh
Year Built:
Sale Price: $0
Sale Date:
Use Type:
Design Style:
A
0 50 100 200 ft
1 inch = 100 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

'LEASE
OMPLET
M MCADAMS AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
Project Area PIN(s):
1703477144 & 1703478178
Clancy Properties, LLC
Name:
Address:
c/o Clancy & Theys Construction Co., P 0 Box 27608, Raleigh, NC 27611-7608
Phone/Email:
919-834-3601 / [e-mail]
Project Name:
West Cabarrus Street
Project Number:
KAN-17030
Project Manager:
Andy Padiak/Jennifer Burdette
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
NC Division of Water Resources
401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
I hereby designate and authorize The John R. McAdams Company, Inc. to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, a duly authorized contract purchaser of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and NC Division of Water
Resources to enter upon the property herein described for the purpose of conducting on -site investigation and
issuing a determination associated with Water of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer
Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by The John R. McAdams Company, Inc. staff.
Print Prop rty Owner Na a Signature
Title (if appl ble)
/o / 3 I-Z, 6
Date
creating experiences through experience
2905 Meridian Parkway, Durham, NC / 919. 361. 5000

PLEASE
COMPLET
J MCADAMS AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Contract Purchaser
Project Area PIN(s):
1703477144, 1703475257 &1703462993 & 1703478178
Name:
Kane Realty Corporation - POC: Allen West
Address:
4321 Lassiter at North Hills Avenue, Ste 250, Raleigh, NC 27609
Phone/Email:
919-719-3572/[e-mail]
Project Name:
West Cabarrus Street
Project Number:
KAN-17030
Project Manager:
Andy Padiak/Jennifer Burdette
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
NC Division of Water Resources
401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
I hereby designate and authorize The John R. McAdams Company, Inc. to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I, the undersigned, a duly authorized contract purchaser of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and NC Division of Water
Resources to enter upon the property herein described for the purpose of conducting on -site investigation and
issuing a determination associated with Water of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act/Section 10 of the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer
Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by The John R. McAdams Company, Inc. staff.
John Kane
Print Contractor Purchaser Name
Chairman of the Board
Title (if applicable)
(:::])- �2 Z
Signature
Date
10/15/2020
creating experiences through experience
2905 Meridian Parkway, Durham, NC / 919. 361. 5000

C
III
u� Cr
�z
Legend
Project Area
1. USGS; 7.5 MINUTE QUAD, RALEIGH WEST, NC; 2019
2. LAT: 35.775258, LONG:-78.647518
H
70
q
x
¢' Wu2nu't' Cr
ST
0 1,000 2,000
FIGURE 1. USGS TOPOGRAPHIC VICINITY MAP Feet
WEST CABARRUS STREET MIXED USE 1 inch = 2,000 feet
RALEIGH, WAKE COUNTY, NC VERSION: 1
DATE: 11/5/2020
McADAMS JOB NO: KAN-17030
DRAWN BY: roth

Map Unit
Symbol Map Unit Name
CfC Cecil -Urban land complex, 2 to 10 percent slo
PbD Pacolet-Urban land complex, 10 to 15 perceni
Ur Urban land
Legend
Project Area
C Soil map unit symbol
'IIIIIIIIJ
McADAMS
Hydric Soil
Rating
No
s No
No
PRO.
FIGURE 2A. WEB SOIL SURVEY MAP
WEST CABARRUS STREET MIXED USE
RALEIGH, WAKE COUNTY, NC
USw_ \
0
It
0 75
150
Feet
1 inch =
150 feet
VERSION:
1
DATE:
11 /5/2020
JOB NO:
KAN-17030
DRAWN BY:
roth

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e � �
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Legend
Ce
Project Area A MP ' �^ J�% j���__ wv
AT .
NOTES:
1. NRCS; SOIL SURVEY SHEET 59, WAKE COUNTY, NC (1970)
"0 660 1,320
J FIGURE 2B. BUFFER SUBJECTIVITY SOIL SURVEY Feet
WEST CABARRUS STREET MIXED USE 1 inch =1,320 feet
RALEIGH, WAKE COUNTY, NC VERSION: 1
DATE: 11/13/2020
McADAMS JOB NO: KAN-17030
DRAWN BY: roth
X:\Projects\KAN\KAN-17030\Storm\Natural Resources\GIS\KAN17030-Fiq 2B Soil Survey.mxd, 11/13/2020 1:51:03 PM, roth

b
PROJECT AREA
End S1a at culvert
$wl:s�it
37,LF
End S1 b at culvert
L
W1
+/- 0.004 ac.
Start S1 a at c`ulert
+/- 50 LF\"�
VV2
+/- 0.002 ac.
fJ
H
w
Legend
n Culvert
— — • Stream
Roads
2-ft contours
= Project Area
0 75 150
J FIGURE 4. DELINEATION MAP Feet
WEST CABARRUS STREET MIXED USE 1 inch = 150 feet
RALEIGH, WAKE COUNTY, NC VERSION: 1
DATE: 11/13/2020
McADAMS JOB NO: KAN-17030
DRAWN BY: roth

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.•
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: West Cabarrus Street City/County: Wake/ Raleigh Sampling Date: 4/16/2020
Applicant/Owner: Kane Realty Corporation State: NC Sampling Point: DP1-wet
Investigator(s): Jennifer Burdette (McAdams) Section, Township, Range: N/A
Landform (hillside, terrace, etc.): stream bank Local relief (concave, convex, none): concave Slope (%): 2-10
Subregion (LRR or MLRA): LRR P, MI RA 136 Lat: 35.774921 Long:-78.642059 Datum: NAD83
Soil Map Unit Name: CfC- Cecil -Urban Land Complex, 2 to 10 percent slopes NWI classification: Non-Hydric
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Stream channel between railroad and existing gravel lot
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
X Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
X Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
—Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 0
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1-wet
Absolute Uominant Indicatc
Tree Stratum (Plot size: 30' ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
=Total Cover
50% of total cover:
20% of total cover:
Sapling/Shrub Stratum (Plot size: 15'
)
1. Ulmus americana
40
Yes
2. Salix nigra
30
Yes
3. Ligustrum japonicum
5
No
4. Baccharis glomeruliflora
2
No
5.
6.
7.
8.
9.
77
=Total Cover
50% of total cover:
39
20% of total cover:
Herb Stratum (Plot size: 5' )
1. Baccharis glomeruliflora
50
Yes
2. Ligustrum sinense
7
No
3.
4.
5.
6.
7.
8.
9.
10.
11.
57
=Total Cover
50% of total cover:
29
20% of total cover:
Woody Vine Stratum (Plot size: 15'
)
1.
2.
3.
4.
5.
=Total Cover
50% of total cover:
20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
FACW
OBL
UPL
FAC
im
FACU
FACU
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 66.7% (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species 30
x 1
= 30
FACW species 40
x 2
= 80
FAC species 2
x 3
= 6
FACU species 57
x 4
= 228
UPL species 5
x 5
= 25
Column Totals: 134
(A)
369 (B)
Prevalence Index
= B/A =
2.75
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is <_3.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
-Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP1-wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type LOC2 Texture Remarks
0-2 10YR 2/2 100 Sandy Loamy sand
2-6 N 2.5/ 100 Sandy Loamy sand
Auger refusal at 6"
Type: C=Concentration, D=Depletion,
Hydric Soil Indicators.
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
—Sandy Mucky Mineral (S1)
X Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
RM=Reduced Matrix, MS=Masked Sand Grains
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions(F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soil
_2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.•
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: West Cabarrus Street City/County: Wake/ Raleigh Sampling Date: 4/16/2020
Applicant/Owner: Kane Realty Corporation State: NC Sampling Point: DP2-up
Investigator(s): Jennifer Burdette (McAdams) Section, Township, Range: N/A
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): concave Slope (%): 2-10
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.774919 Long:-78.642060 Datum: NAD83
Soil Map Unit Name: CfC- Cecil -Urban Land Complex, 2 to 10 percent slopes NWI classification: Non-Hydric
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No X Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Adjacent to stream channel between railroad and existing gravel lot
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
—Saturation (A3) —Oxidized
Rhizospheres on Living Roots (C3)
—Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133) _Thin
Muck Surface (C7)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
—Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP2-up
Tree Stratum (Plot size: 30' )
1.
2.
3.
4.
5.
6.
7.
50% of total cover:
Saplinci/Shrub Stratum (Plot size: 15' )
1. Ligustrum japonicum
2. Acer saccharum
3. Prunus serotina
4.
5.
6.
7.
8.
9.
Absolute Uominant Indicatc
% Cover Species? Status
_=Total Cover
20% of total cover:
10 Yes
8 Yes
5 Yes
23 =Total Cover
50% of total cover: 12 20% of total cover:
Herb Stratum (Plot size: 5'
1. Vitis rotundifolia
2. Rubus argutus
3. Lonicera japonica
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 53
Woody Vine Stratum (Plot size: 15' )
1.
2.
3.
4.
5.
UPL
FACU
FACU
5
40 Yes FACU
5 No FACU
60 Yes FACU
105 =Total Cover
20% of total cover: 21
=Total Cover
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 0 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 0.0% (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species 0
x 1
= 0
FACW species 0
x 2
= 0
FAC species 0
x 3
= 0
FACU species 118
x 4
= 472
UPL species 10
x 5
= 50
Column Totals: 128
(A)
522 (B)
Prevalence Index
= B/A =
4.08
_ 1 - Rapid Test for Hydrophytic Vegetation
_2 - Dominance Test is >50%
_3 - Prevalence Index is !2.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
-Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP2-up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type LOC2 Texture Remarks
Riprap; auger refusal; no soil present
'Type: C=Concentration, D=Depletion,
Hydric Soil Indicators.
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
—Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
RM=Reduced Matrix, MS=Masked Sand Grains
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions(F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soil
_2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes No X
Remarks:
Riprap; auger refusal at surface; no soil present
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

21
00
/
(2) EXISTING 48"
STORM PIPES
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HEADWAL /
/ EXISTING /
UNDISTURBED
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TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
ACCESSIBLE ROUTE
PHASE LINE
PROPERTY LINE
RIGHT—OF—WAY LINE
LOT LI N E
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CENTERLINE
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GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
BOUNDARY
��\ \ \\\ 9 �' ♦♦♦
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� \ � \ \ EXISTING
EXISTING CURB \ FX PROPERTY ^ .
♦ AND GUTTER \ \\ BOUNDARY ♦''%V
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1
'J
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KANE REALTY CORPORATION
4321 LASSITER AT NORTH HILLS AVE SUITE 250
RALEIGH, NC 27609
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REVISIONS
NO. DATE REVISION DESCRIPTION
1 .. ..
PLAN INFORMATION
PROJECT NO. KAN-17030
FILENAME
KAN17030-IM
CHECKED BY
KR
DRAWN BY
JLB
SCALE
1"=40'
DATE
11. 12. 2020
SHEET
OVERALL SITE PLAN
M-1
' PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

LEGEND:
TEMPORARY STREAM IMPACT
PERMANENT STREAM IMPACT
ZONE 1 BUFFER IMPACT (ROAD)
ZONE 1 BUFFER IMPACT (UTILITY)
r
L
ZONE 2 BUFFER IMPACT (UTILITY)
EXISTING ZONE 1 BUFFER IMPACT
L li�1l/�
EXISTING ZONE 2 BUFFER IMPACT
— Lo — LIMITS OF DISTURBANCE
T
"
McADaM s
(S1) PERMANENT, NOS
LOSS STREAM IMPACT -
STREAM S1 (PERENNIAL)
61 LF, 550 SF -do
IM-2
ROSENGARTEN IMPACT MAP
F'KUF'UJtU
RIPRAP
PROPOSED STORM � '
DRAINAGE
WALL
(132) PERM ENT
ZONE 1 2,828 SF
(S2) TEMPORARY STREAM
IMPACT — STREAM S1
(PERENNIAL) 17 LF, 132 SF
EXISTING SANITARY
SEWER TO BE
ABANDONED IN PLACE
ZONE 1 RIPARIAN
BUFFER
ZONE 2 RIPARIAN
BUFFER
EXISTING
SANITARY SEWER
PIPE —
(B1) PERMANENT
ZONE 2 BUFFER
IMPACT 971 SF
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, INC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
FYICTIN(' CT()PAA
EXISTING
RETAINING
WALL I
EXISTING 24"
STORM PIPE
5A'
i
i
i
i
EXISTING
RIGHT-OF-WAY
1 \
EXISTING ALLEY TO
\ BE PAVED
I I_
EXISTING
PROPERTY
LINE
I EX''ISTING SANITARY
SEWER PIPE TO BE
REMOVED
J LIMITS OF
DISTURBANCE (TYP.)
I
I
BUFFER NE 1 RIPARIAN
ZONE 2 RIPARIAN
BUFFER
_i
EXISTING ALLEY
TO BE PAVED
EXISTING ZONE 2
BUFFER IMPACT
2,055 SF
I
EXISTING ZONE 1
BUFFER IMPACT
3,529 SF
EXISTING
GRAVEL ALLEY
TO BE PAVED
EXISTING
PROPERTY
LINE
EXISTING AERIAL SANITARY
SEWER CROSSING TO BE
\REMOVED AND REPLACED
EXISTING
"WALL
EXISTING 60"
f STORM PIPE
(131) PERMANENT
— ZONE 1 BUFFER
EXISTING SANITARY IMPACT 2,569 SF
EXISTING SEWER PIPE TO BE
RETAINING REMOVED AND
WALL REPLACED \
WEST CABARRUS STREET
IMPACT MAP EXHIBIT
600 WEST CABARRUS STREET
RALEIGH, NC 27603
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN INFORMATION
PROJECT NO.
KAN-17030
FILENAME
KAN17030-IM
CHECKED BY
KR
DRAWN BY
JLB
SCALE
1"=40-
DATE
11.12.2020

W. CABARRUS STREET
RALEIGH, NORTH CAROLINA
STORMWATER I M PACT ANALYSIS
ADMINISTRATIVE SITE REVIEW
CASE #: ASR-0075-2019
REVISION TO PREVIOUSLY APPROVED SITE PLAN
PROJECT NUMBER: KAN-17030
DESIGNED BY: L. VASIL, PE
DATE: SEPTEMBER 2020
REVISED: NOVEMBER 2020
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MCADAMS
2905 MERIDIAN PARKWAY
DURHAM, NORTH CAROLINA 27713
NC Llc. # C-0293

�� WADAMS
W. CABARRUS STREET
Storm water Impact Analysis
GENERAL DESCRIPTION
NARRATIVE > KAN-17030
The proposed development currently known as W. Cabarrus Street, is located on approximately 5.87-acres and is
located east of the intersection of W. Cabarrus Street and Dupont Circle in the City limits of Raleigh, North Carolina.
The current zoning designation for the property is Industrial Mixed Use. The overall proposed development will consist
of a parking deck, office building, residential units, and the associated infrastructure (PINS 1703475257 and
1703477144).
The overall proposed development is located within the Neuse River basin with the site's stormwater runoff draining
into Rocky Branch Creek and subsequently Walnut Creek. The proposed development shall be subject to the stormwater
management requirements set forth in Section 9.2.2. of the City of Raleigh regulations. Per City of Raleigh regulations,
stormwater management on this site shall address water quality management. Per Section 9.2.2.E.2b, stormwater
detention is not required for this site.
STORMWATER RUNOFF CONTROLS [SECTION 9.2.2.E]
1. Runoff limitation
a. After May 1, 2001, the peak stormwater runoff leaving any site for the two-year and 10-year storms
shall be no greater at every point of discharge for post -development conditions than pre -development
conditions. The same methodologies used to calculate stormwater runoff must be used for both pre -
development and post -development conditions.
b. For any denuded area on sites between 5 and 15 acres in size the peak stormwater runoff leaving the
site at each discharge point for the two-year storm and 10-year storm shall be no greater during
construction than for pre -development conditions. For any land disturbing activity on site, greater than
15 acres in size the peak stormwater runoff leaving the site at each discharge point for the two-year
storm, 10-year storm and 25-year storm shall be no greater during construction than for pre -
development conditions. However, this regulation shall not be applicable when the development site
conforms to all of the following:
i. The disturbed acreage is less than 5 acres; and
ii. The two-year peak discharge for the disturbed condition, for all points of discharge, is less than
10% of the peak discharge from the contributing watershed.
2. Exemptions
The stormwater runoff control requirements do not apply to sites with any of the following conditions.
a. The development complies with the stormwater control master plan approved for its drainage basin.
b. The increase in peak stormwater runoff between pre -development and post -development conditions for
the two-year and 10-year and 25-year storm is 10% or less at each point of discharge.
c. The maximum impervious surface coverage of the lot, including any existing impervious surfaces, is no
more than 15% and the remaining pervious portions of the lot are utilized to convey and control the
stormwater runoff of the lot to the maximum extent practical. In the event that the site is subsequently
subdivided, reduced by recombination or the impervious surface is equal to or exceeds 15% the site may
no longer be exempt.
d. Compliance with Sec 9.2.2.E.1. above, would result in greater adverse downstream impact, such as local
flooding, as determined by City -approved engineering studies.
e. Compliance with the 10-year storm and 25-year storm runoff limitations in Sec 9.2.2. E.1. above results
in no benefit to current and future downstream development, as determined by City -approved
engineering studies.
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

�� MCADAMS
NARRATIVE > KAN-17030
3. Additional Runoff Controls
The City may require the installation of stormwater runoff control measures for projects without any stormwater
measures present. The City reserves the right to require additional stormwater runoff control measures for
projects which are compliant with Sec 9.2.2.E.1. above, if stormwater runoff from the site could cause adverse
effects on other properties including, without limitation, public streets, greenways and utility easements.
a. As part of an application for rezoning, subdivision or site plan for sites at or upstream of documented
structural flooding cases, the applicant shall submit a stormwater impact analysis to the Public Works
Director.
b. This requirement does not extend to sites initially zoned and added to the territorial coverage of as a
result of annexation, extraterritorial jurisdictional expansion or otherwise or application of any overlay
district.
c. The stormwater impact analysis shall look at the flood level differences between pre- and post -
development conditions for the 25-, 50-, and 100-year storm events. If the analysis shows an increase
greater than 0.04 feet between pre -development and post -development flood levels at the site of
structural flooding then mitigation to pre -development flood conditions will be required to prevent
further damage to the affected property.
d. In the case where the area of the subject property is less than 5% of the drainage area, measured to the
location of the documented structural flooding, then this analysis shall not be required.
e. In the event flood levels are increased, then the affected property owners will be notified in writing of
any increase by the applicant.
Nitrogen Reduction [Section 9.2.2.B]
a) Requirements
a. Any new or expansion of existing development, not in compliance with the stormwater control
master plan approved for its drainage basin, may not contribute a nitrogen export load exceeding
3.6 pounds per acre per year.
b. Compliance with stormwater control master plan must include the installation within the
development of all stormwater control measures shown on the stormwater control master plan,
payment of fees in lieu of installation, when allowed by the City and payment of any applicable
drainage fees.
b) Payment In Lieu Option
The nitrogen export load limitations for a development may be off -set through a payment made to the North
Carolina Riparian Buffer Restoration Fund or private mitigation bank. The payment shall be based on the
latest fee adopted by the State and shall meet the following requirements.
a. In General
i. Installation of City -approved stormwater control measures or payment in lieu option or a
combination of both may be used to satisfy the nitrogen load requirement
ii. For subdivisions with an approved stormwater control facilities plan, all payments shall be
made prior to issuance of a land disturbance permit. Where no land disturbance permit is
required, fees shall be due prior to recording of the plat.
iii. For all other developments, payments shall be paid to the North Carolina Riparian Buffer
Restoration Fund prior to the issuance of applicable development permits.
b. Residential Development
i. For any detached house used for single -unit living or any attached house used for two -unit
living, a one-time offset payment may be paid to the North Carolina Riparian Buffer
creating experiences through experience 2 of 4

�� WADAMS
NARRATIVE > KAN-17030
Restoration Fund to reduce the nitrogen export load of up to 6 pounds per acre per year to
3.6 pounds per acre per year.
ii. All residential development that exceeds nitrogen export loads of 6 pounds per acre per
year must install City -approved stormwater control measures to reduce the nitrogen export
load of their development to 6 pounds per acre per year limitation to become eligible for
the payment in lieu option.
c. Mixed Use and Nonresidential Development
i. For mixed use and nonresidential development, a one-time offset payment may be paid to
the North Carolina Riparian Buffer Restoration Fund to reduce the nitrogen export load of
up to 10 pounds per acre per year to 3.6 pounds per acre per year.
ii. Mixed use and nonresidential development that exceeds nitrogen export load of 10 pounds
per acre per year must install City -approved stormwater control measures to reduce the
nitrogen export load of their development to 10 pounds per acre per year limitation to
become eligible for the payment in lieu option.
The site meets the above City of Raleigh standards by way of a reduction of impervious area for the proposed
development. This report contains calculations detailing the pre- vs. post -development drainage area maps with land
cover tabulations and nitrogen export maps. Please refer to the appropriate section of this report for additional
information.
CALCULATION METHODOLOGY
■ Land cover conditions for the pre -development condition were taken from aerial photography and the survey
provided by John R. McAdams Company. Land cover conditions for the post -development condition were
assumed to be 100% impervious for Lot 1 and was measured for Lot 2. Please refer to the pre- and post -
development watershed maps for additional information. No peak flow calculations were necessary for this
development as the post -development impervious area is less than the pre -development impervious area.
On -site topographic information used in the pre- and post- development conditions is from field survey
performed by The John R. McAdams Company.
■ Nitrogen export calculations were not necessary for this development as the post -development impervious
area is less than the pre -development impervious area. However impervious area allocations were provided
on a per lot basis.
DISCUSSION OF RESULTS
PEAK RUNOFF CONTROL REQUIREMENTS
The proposed project will result with a post -development peak flow the same as the current pre -development peak
flow. Although the post -development impervious area decreases from the pre -development conditions, the SCS Curve
Number is the same as well as the time of concentration.
POLLUTANTAND NUTRIENT CONTROL REQUIREMENTS
The project area decreases impervious area in the post -development conditions and therefore exempt from
stormwater treatment.
creating experiences through experience 3 of 4

�� MCADAMS
CONCLUSION
NARRATIVE > KAN-17030
If the development on this tract is built as proposed within this report, then the requirements set forth in Section 9.2.2
of the City of Raleigh regulations will be met without additional stormwater management facilities. However,
modifications to the proposed development may require that this analysis be revised. Some modifications that would
require this analysis to be revised include:
1. The proposed site impervious surface exceeds the amount accounted for in this report.
2. The post -development watershed breaks change significantly from those used to prepare this report.
The above modifications may result in the assumptions within this report becoming invalid. The computations within
this report will need to be revisited if any of the above conditions become apparent as development of the proposed
site moves forward.
creating experiences through experience 4 of 4

W. CABARRUS STREET SUMMARY OF RESULTS L. VASIL, PE
KAN-17030 11/5/2020
RELEASE RATE MANAGEMENT RESULTS
POINT OF ANALYSIS #1
Return Period
Pre-Dev
[cfs]
Post-Dev
[cfs]
% Increase
[%]
2-Year
30.04
30.04
0%
10-year
39.33
39.33
0%
25-Year
43.69
43.69
0%

it
2
3
rd
MISCELLANEOUS SITE INFORMATION
PRE -DEVELOPMENT HYDROLOGIC
CALCULATIONS
POST -DEVELOPMENT HYDROLOGIC
CALCULATIONS
NUTRIENT LOADING EXHIBITS

MISCELLANEOUS SITE EXHIBITS
W. Cabarrus Street
KAN-17030

N W. CABARRUS STREET
SITE AERIAL MAP Tj
0 75 150 300 PROJECT #: KAN-17030
Feet W ADAM S
1 inch= 150feet RALEIGH, NORTH CAROLINA

712490
350 46' 39" N
Hydrologic Soil Group —Wake County, North Carolina
(KAN-17030)
712550 712610 712670 712730
Soil MaN may riot he va11111071001110
35o 46' 23" N I I - I I w
712490 712550 712610 712670 712730
Map Scale: 1:2,480 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 35 70 140 210
Feet
0 100 200 400 E00
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
a
712790 712850
35o 46' 39" N
't
712790
35o 46' 23" N
712850
a
m
9/23/2019
Pagel of 4

Hydrologic Soil Group —Wake County, North Carolina
(KAN-17030)
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Rating
Polygons
0
A
0
A/D
0
B
0
B/D
0
C
0
C/D
0
D
0
Not rated or not available
Soil Rating
Lines
r 0
A
r 0
A/D
B
r
B/D
N 0
C
r 0
C/D
r 0
D
r 0
Not rated or not available
Soil Rating
Points
0
A
0
A/D
0
B
0
B/D
❑ C
0 C/D
0 D
❑ Not rated or not available
Water Features
Streams and Canals
Transportation
— Rails
­0 Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 17, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Data not available.
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 9/23/2019
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group —Wake County, North Carolina
I:c�►6rc�xi�1
Hydrologic Soil Group
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
CfC
Cecil -Urban land
complex, 2 to 10
percent slopes
A
0.5
1.7%
PbD
Pacolet-Urban land
complex, 10 to 15
percent slopes
B
1.6
5.8%
Ur
Urban land
24.7
92.5%
Totals for Area of Interest
26.7
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
USDA Natural Resources Web Soil Survey 9/23/2019
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Wake County, North Carolina
I:c�►6rc�xi�1
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey 9/23/2019
Conservation Service National Cooperative Soil Survey Page 4 of 4

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GABARRU5 5TH
USGS TOPO MAP
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NC DENR - DIVISON OF WATER RESOURCES
.0315 NEUSE RIVER BASIN
2B .0300
Name of Stream
Description
Class
Class Date
Index No.
Walnut Creek (Lake Johnson)
From backwaters of Lake Johnson to
B;NSW
08/03/92
27-34-(1.5)
dam at Lake Johnson
Walnut Creek
From dam at Lake Johnson to
QNSW
08/03/92
27-34-(1.7)
backwaters of Lake Raleigh
Simmons Branch
From source to Walnut Creek
QNSW
08/03/92
27-34-2
Bushy Creek
From source to Walnut Creek
QNSW
08/03/92
27-34-3
Walnut Creek (Lake Raleigh)
From backwaters of Lake Raleigh to
B;NSW
08/03/92
27-34-(3.5)
dam at Lake Raleigh
Walnut Creek
From dam at Lake Raleigh to Neuse
QNSW
05/01/88
27-34-(4)
River
Rocky Branch
From source to Walnut Creek
C;NSW
05/01/88
27-34-6
Wildcat Branch
From source to Walnut Creek
QNSW
05/01/88
27-34-7
Watson Branch
From source to Walnut Creek
QNSW
05/01/88
27-34-8
Chavis Branch
From source to Watson Branch
QNSW
05/01/88
27-34-8-1
Gatling Branch
From source to Walnut Creek
QNSW
05/01/88
27-34-9
Big Branch
From source to Walnut Creek
QNSW
05/01/88
27-34-11
Poplar Branch
From source to Big Branch
QNSW
05/01/88
27-34-11-1
Little Arm Branch
From source to Big Branch
QNSW
05/01/88
27-34-11-2
Poplar Creek
From source to Neuse River
QNSW
05/01/88
27-35
NEUSE RIVER
From mouth of Beddingfield Creek to
WS-V;NSW
08/03/92
27-(36)
a point 0.2 mile downstream of
Johnston County SR 1700
Beddingfield Creek
From source to Neuse River
QNSW
05/01/88
27-37
Marks Creek (Lake Myra)
From soruce to Neuse River
QNSW
05/01/88
27-38
Big Arm Creek
From source to Marks Creek
QNSW
05/01/88
27-38-1
NEUSE RIVER
From a point 0.2 mile downstream of
WS-IV;NSW
04/01/97
27-(38.5)
Johnston County SR 1700 to a point
1.4 mile downstream of Johnston
County SR 1908
Mill Creek (near Clayton)
From source to Neuse River
WS-IV;NSW
04/01/97
27-39
NEUSE RIVER
From a point 1.4 mile downstream of
WS-IV;NSW,CA
04/01/97
27-(39.3)
Johnston County SR 1908 to
Johnston County proposed water
supply intake (located 1.9 mile
downstream of Johnston County SR
1908)
NEUSE RIVER
From Johnston County proposed
WS-IV;NSW
08/03/92
27-(39.7)
water supply intake to a point 0.1
mile downstream of mouth of Poplar
Creek
Mill Creek (at Selma)
From source to Neuse River
WS-IV;NSW
08/03/92
27-40
Poplar Creek (Poplar Branch)
From source to Neuse River
WS-IV;NSW
08/03/92
27-41
Little Poplar Creek
From source to Poplar Branch
WS-IV;NSW
08/03/92
27-41-1
NEUSE RIVER
From a point 0.1 mile downstream of
WS-IV;NSW,CA
08/03/92
27-(41.3)
mouth of Poplar Creek to City of
Smithfield water supply intake
10

NOAA Atlas 14, Volume 2, Version 3
' Location name: Raleigh, North Carolina, USA*;
Latitude: 35.7753*, Longitude:-78.6476*
Elevation: 285.79 ft
*source ESRI Maps'w
W-
**source USGS
- ..
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parrybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
1 2 5 10 25 50 100 200 500 1000
0.406
0.474
0.545
0.606
0.670
0.717
0.759
0.795
0.836
0.869
5-min
(0.372-0.443)
(0.435-0.518)
(0.501-0.595)
(0.555-0.661)
(0.611-0.729)
(0.651-0.780)
(0.685-0.826)
(0.714-0.867)
(0.744-0.911)
(0.767-0.949)
0.649
0.758
0.873
0.969
1.07
1.14
1.21
1.26
1.32
1.37
10-min
(0.594-0.708)
(0.695-0.828)
(0.802-0.953)
(0.888-1.06)
(0.973-1.16)
1 (1.04-124)
1 (1.09-1.31)
1 (1.13-1.37)
1 (1.18-1.44)
1 (121-1.49)
0.811
0.953
1.10
1.23
1.35
1.45
1.52
1.59
1.66
1.72
15-min
(0.743-0.885)
(0.874-1.04)
1 (1.01-121)
1 (1.12-1.34)
1 (123-1.47)
1 (1.31-1.57)
1 (1.38-1.66)
1 (1.43-1.73)
1 (1.48-1.81)
1 (1.52-1.88)
1.11
1.32
1.57
1.78
2.00
2.18
2.34
2.48
2.65
2.78
30-min
(1.02-121)
1 (121-1.44)
1 (1.44-1.71)
1 (1.63-1.94)
1 (1.83-2.18)
1 (1.98-2.37)
1 (2.11-2.54)
1 (222-2.70)
1 (2.36-2.89)
1 (2.45-3.04)
1.39
1.65
2.01
2.31
2.67
2.95
3.22
3.47
3.80
4.06
60-min
(1.27-1.51)
(1.52-1.81)
(1.85-2.19)
(2.12-2.52)
(2.43-2.91)
(2.68-321)
(2.90-3.50)
1 (3.12-3.79)
1 (3.38-4.14)
1 (3.58-4.43)
1.62
1.94
2.39
2.77
3.24
3.62
3.99
4.37F
4.86
5.26
2-hr
(1.48-1.79)
(1.77-2.13)
(2.17-2.62)
(2.51-3.04)
(2.92-3.54)
(325-3.96)
(3.56-4.37)
1 (426-5.31)
(4.58-5.75)
1.72
2.06
2.54
2.97
3.51
3.96
4.42
4.89
5.51
6.05
3-hr
(1.57-1.89)
(1.88-226)
(2.32-2.79)
(2.70-326)
(3.16-3.84)
(3.56-4.34)
(3.93-4.83)
(4.32-5.34)
(4.81-6.02)
(522-6.62)
2.06
2.47
3.05
3.57
4.24
4.81
5.38
5.97
6.78
7.47
6-hr
(1.89-226)
(227-2.71)
(2.79-3.35)
(326-3.91)
(3.84-4.62)
(4.33-524)
(4.80-5.85)
(527-6.49)
(5.91-7.36)
(6.44-8.13)
2.43
2.91
3.61
4.25
5.08
5.80
6.53
7.31
8.37
9.31
12-hr
(223-2.67)
(2.67-3.19)
(3.30-3.96)
(3.87-4.65)
(4.59-5.54)
(520-6.30)
(5.80-7.09)
1 (723-9.07)
(7.92-10.1)
2.89
3.49
4.38
5.09
6.05
6.81
7.60
8.40
9.51
10.4
24-hr
(2.69-3.11)
(325-3.76)
(4.07-4.72)
(4.72-5.48)
(5.59-6.52)
(628-7.34)
(6.98-8.18)
1 (7.71-9.06)
1 (8.68-10.3)
1 (9.44-112)
3.34
4.03
5.02
5.81
6.87
7.71
8.57
9.45
10.7
11.6
2�lay
(3.11-3.60)
(3.75-4.34)
(4.67-5.41)
(5.39-624)
1 (6.35-7.39)
1 (7.11-829)
1 (7.88-922)
(8.67-102)
(9.74-11.5)
(10.6-12.6)
3.54
4.26
5.29
6.09
F 8.07
8.96
9.88
11.1
12.1
3�lay
(3.30-3.80)
(3.97-4.57)
(4.92-5.67)
(5.66-6.53)
1 (7.46-8.65)
(826-9.62)
(9.08-10.6)
(102-12.0)
(11.1-13.1)
4tlay
3.75
(3.50401)
4.49
(4.19-4.81)
5.55
(5.18-5.94)
6.38
(5.94-6.82)
7.52
8.43
1 (7.81-9.02)
9.36
(8.64-10.0)
10.3
1 (9.49-11.0)
11.6
1 (10.6-12.5)
12.7
1 (11.5-13.6)
7tlay
4.34
(4.07-.63)
5.18
(4.85-5.53)
6.32
(5.91-6.74)
7.22
(6.75-7.70)
8.45
1 (7.88-9.01)
9.44
1 (8.77-10.1)
10.4
1 (9.67-11.1)
11.5
12.9
1 (11.8-13.8)
14.0
(12.8-15.0)
10-day 4.95 5.89 7.09 8.02 9.29 10.3 11.3 12.3 13.7 14.8
(4.65-528) 1 (5.53-628) 1 (6.64-7.55) 1 (7.51-8.54) 1 (8.67-9.89) 1 (9.58-11.0) 1 (10.5-12.0) 1 (11.4-13.1) 1 (12.6-14.6) 1 (13.6-15.8)
20-day 6.63 7.83 9.26 10.4 11.9F 13.1 14.3 15.5 17.2 18.5
(624-7.06) 1 (7.36-8.34) 1 (8.70-9.86) 1 (9.74-11.0) 1 (122-14.0) (13.3-152) 1 (15.9-18.3) (17.0-19.8)
30-day 8.24 9.69 11.3 12.5 14.1 15.4 16.6 17.9 19.5 20.8
(7.76-8.74) (9.13-10.3) 1 (10.6-12.0) 1 (11.8-13.3) 1 (14.4-16.3) (15.5-17.7) 1 (16.6-19.0) 1 (18.1-20.8) 1 (192-222)
45-day 10.5 12.3 14.1 15.5 17.2F 18.6 19.9 21.2F 22.9 24.2
(9.97-11.1) (11.7-13.0) 1 (13.4-14.9) 1 (14.6-16.3) 1 (17.6-19.6) 11 (18.8-21.0) 1 (21.5-24.3) (22.6-25.7)
60-day 12.6 14.7 16.6 18.1 20.1 21.5 22.9 24.2 26.0 27.3
(11.9-132) (14A-15.5) (15.8-17.5) (172-19.1) (19A-21.1) (20.3-22.7) (21.6-242) (22.8-25.6) (24A-27.5) (25.6-28.9)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability that precipitation frequency estimates (for
a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top

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SEE FIS REPORT FOR ZONE DESCRI PlIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP-.// FRI S. PlC.G UV/ FR I S
Without Base, Flood Elevation (FE)
With 3FF ur DePth -c ie AE, na; Ar., VE AR
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0.2%Annual Chance Flood Hazard, Areas
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Chance Flood Hazard 20,9 r
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AREAS 0 2%Annual Chance Floodplain cc,,e x
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Accredited or ProvisionallyAocredded
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STRUMI ES [ [ [ [ Non -aceredlted Levee, Dlke, or Floedwall
SM5510x North Carolina Geodetic Surrey bench ma
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Water Surface Elevation (RFE)
5 - - - - - Coastal Transact \
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OTHER Limit of Study
FEATURES Jurisdiction Boundary
NOTES TO USERS
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ALAP REVISED
05/02/06

PRE -DEVELOPMENT
HYDROLOGIC CALCULATIONS
W. Cabarrus Street
KAN-17030

W.CABARR US STREET PRE -DEVELOPMENT HYDROLOGY LVASIL, PE
KAN-17030 Subbasin 1 11/5/2020
HSG
Impervious
Open
Wooded
A
98
39
30
B
98
61
55
C
98
74
70
D
98
80
77
Assume: HSG 'A' =
0.0%
HSG'B'=
0.0%
HSG 'C' =
0.0%
HSG'D'=
100.0%
Cover Condition
SCS CN
Comments
Impervious
98
-
Open
80
Assume good condition
Wooded
77
Assume good condition
II. PRE -DEVELOPMENT
A. Onsite Impervious Breakdown
Contributing Area
Roadway Area
Area [sf]
Area ac
0
0.00
Driveway / Parking Lot
0
0.00
Roof
0
0.00
Sidewalk / Patio
0
0.00
Other
Totals
0
0.00
0
0.00
B. Watershed Land Use Breakdown
Contributing Area
SCS CN
Area [sf1
Area [acresl
Comments
Onsite impervious
98
229,318
5.26
-
Onsite open
80
26,623
0.61
Assume good condition
Onsite wooded
77
0
0.00
Assume good condition
Onsite pond
100
0
0.00
-
Offsite impervious
98
8,566
0.20
-
Offsite open
80
381
0.01
Assume good condition
Offsite wooded
77
0
0.00
Assume good condition
Offsite pond
100
0
0.00
-
Totalarea =
Composite SCS CN =
Impervious =
C. Time of Concentration Information
Time of concentration is calculated using the SCS Segmental Approach (TR-55).
6.08 acres
264,888 sf
96
89.8
Time of Concentration = 5.00 minutes
SCS Lag Time = 3.00 minutes (SCS Lag = 0.6* Tc)
Time Increment = 0.87 minutes (= 0.29*SCS Lag)

Subsection: Master Network Summary
Catchments Summary
Label Scenario Return Hydrograph Time to Peak Peak Flow
Event Volume (min) (ft3/s)
(years) (ac-ft)
SUB 1
Pre- 2-yr
2
1.537
721.00
30.04
SUB 1
Pre- 10-yr
10
2.340
721.00
39.33
SUB 1
Pre- 25-yr
25
2.824
721.00
43.69
Node Summary
Label Scenario Return Hydrograph Time to Peak Peak Flow
Event Volume (min) (ft3/s)
(years) (ac-ft)
POA 1
Pre- 2-yr
2
1.537
721.00
30.04
POA 1
Pre- 10-yr
10
2.340
721.00
39.33
POA 1
Pre- 25-yr
25
2.824
721.00
43.69
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Time -Depth Curve
Label: Time -Depth - 1
Time -Depth Curve: 10-yr
Label
10-yr
Start Time
0.00 min
Increment
5.00 min
End Time
1,440.00 min
Return Event
10 years
CUMULATIVE RAINFALL (in)
Output Time Increment = 5.00 min
Time on left represents time for first value in each row.
Time Depth Depth Depth Depth Depth
(min) (in) (in) (in) (in) (in)
0.00
0.0
0.0
0.0
0.0
0.0
25.00
0.0
0.0
0.0
0.0
0.1
50.00
0.1
0.1
0.1
0.1
0.1
75.00
0.1
0.1
0.1
0.1
0.1
100.00
0.1
0.1
0.1
0.1
0.1
125.00
0.1
0.2
0.2
0.2
0.2
150.00
0.2
0.2
0.2
0.2
0.2
175.00
0.2
0.2
0.2
0.2
0.2
200.00
0.2
0.2
0.2
0.3
0.3
225.00
0.3
0.3
0.3
0.3
0.3
250.00
0.3
0.3
0.3
0.3
0.3
275.00
0.3
0.3
0.3
0.3
0.3
300.00
0.4
0.4
0.4
0.4
0.4
325.00
0.4
0.4
0.4
0.4
0.4
350.00
0.4
0.4
0.4
0.4
0.4
375.00
0.4
0.5
0.5
0.5
0.5
400.00
0.5
0.5
0.5
0.5
0.5
425.00
0.5
0.6
0.6
0.6
0.6
450.00
0.6
0.6
0.6
0.6
0.6
475.00
0.6
0.6
0.7
0.7
0.7
500.00
0.7
0.7
0.7
0.7
0.7
525.00
0.7
0.7
0.8
0.8
0.8
550.00
0.8
0.8
0.8
0.8
0.9
575.00
0.9
0.9
0.9
0.9
0.9
600.00
1.0
1.0
1.0
1.0
1.0
625.00
1.0
1.1
1.1
1.1
1.1
650.00
1.1
1.1
1.2
1.2
1.2
675.00
1.3
1.3
1.4
1.4
1.5
700.00
1.6
1.8
1.9
2.2
2.8
725.00
3.1
3.2
3.3
3.5
3.6
750.00
3.7
3.7
3.8
3.8
3.9
775.00
3.9
3.9
3.9
4.0
4.0
800.00
4.0
4.0
4.0
4.0
4.1
825.00
4.1
4.1
4.1
4.1
4.1
850.00
4.2
4.2
4.2
4.2
4.2
875.00
4.2
4.3
4.3
4.3
4.3
900.00
4.3
4.3
4.3
4.4
4.4
925.00
4.4
4.4
4.4
4.4
4.4
950.00
4.4
4.4
4.4
4.5
4.5
975.00
4.5
4.5
4.5
4.5
4.5
1,000.00
4.5
4.5
4.5
4.5
4.6
1,025.00
4.6
4.6
4.6
4.6
4.6
1,050.00
4.6
4.6
4.6
4.6
4.7
1,075.00
4.7
4.7
4.7
4.7
4.7
Return Event: 10 years
Storm Event: 10-yr
KAN 17030. ppc
W. CABARRUS ST
11 /5/2020

Subsection: Time -Depth Curve Return Event: 10 years
Label: Time -Depth - 1 Storm Event: 10-yr
CUMULATIVE RAINFALL (in)
Output Time Increment = 5.00 min
Time on left represents time for first value in each row.
Time
Depth
Depth
Depth
Depth
Depth
(min)
(in)
(in)
(in)
(in)
(in)
1,100.00
4.7
4.7
4.7
4.7
4.7
1,125.00
4.7
4.7
4.7
4.7
4.7
1,150.00
4.8
4.8
4.8
4.8
4.8
1,175.00
4.8
4.8
4.8
4.8
4.8
1,200.00
4.8
4.8
4.8
4.8
4.8
1,225.00
4.8
4.8
4.9
4.9
4.9
1,250.00
4.9
4.9
4.9
4.9
4.9
1,275.00
4.9
4.9
4.9
4.9
4.9
1,300.00
4.9
4.9
4.9
4.9
5.0
1,325.00
5.0
5.0
5.0
5.0
5.0
1,350.00
5.0
5.0
5.0
5.0
5.0
1,375.00
5.0
5.0
5.0
5.0
5.0
1,400.00
5.0
5.0
5.1
5.1
5.1
1,425.00
5.1
5.1
5.1
5.1
(N/A)
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Unit Hydrograph Summary Return Event: 2 years
Label: SUB 1 Storm Event: 2-yr
Storm Event
2-yr
Return Event
2 years
Duration
1,440.00 min
Depth
3.5 in
Time of Concentration
5.00 min
(Composite)
Area (User Defined)
264,888 ftz
Computational Time
0.67 min
Increment
Time to Peak (Computed)
721.33 min
Flow (Peak, Computed)
30.13 ft3/s
Output Increment
1.00 min
Time to Flow (Peak
721.00 min
Interpolated Output)
Flow (Peak Interpolated
30.04 ft3/s
Output)
Drainage Area
SCS CN (Composite)
96
Area (User Defined)
264,888 ftz
Maximum Retention
0.4 in
(Pervious)
Maximum Retention
0.1 in
(Pervious, 20 percent)
Cumulative Runoff
Cumulative Runoff Depth
3.0 in
(Pervious)
Runoff Volume (Pervious)
1.538 ac-ft
Hydrograph Volume (Area under Hydrograph curve)
Volume
1.537 ac-ft
SCS Unit Hydrograph Parameters
Time of Concentration
5.00 min
(Composite)
Computational Time
0.67 min
Increment
Unit Hydrograph Shape
483
Factor
K Factor
1
Receding/Rising, Tr/Tp
1.670
Unit peak, qp
82.68 ft3/s
Unit peak time, Tp
3.33 min
Unit receding limb, Tr
13.33 min
Total unit time, Tb
16.67 min
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Unit Hydrograph Summary Return Event: 10 years
Label: SUB 1 Storm Event: 10-yr
Storm Event
10-yr
Return Event
10 years
Duration
1,440.00 min
Depth
5.1 in
Time of Concentration
5.00 min
(Composite)
Area (User Defined)
264,888 ftz
Computational Time
0.67 min
Increment
Time to Peak (Computed)
721.33 min
Flow (Peak, Computed)
39.42 ft3/s
Output Increment
1.00 min
Time to Flow (Peak
721.00 min
Interpolated Output)
Flow (Peak Interpolated
39.33 ft3/s
Output)
Drainage Area
SCS CN (Composite)
96
Area (User Defined)
264,888 ftz
Maximum Retention
0.4 in
(Pervious)
Maximum Retention
0.1 in
(Pervious, 20 percent)
Cumulative Runoff
Cumulative Runoff Depth
4.6 in
(Pervious)
Runoff Volume (Pervious)
2.342 ac-ft
Hydrograph Volume (Area under Hydrograph curve)
Volume
2.340 ac-ft
SCS Unit Hydrograph Parameters
Time of Concentration
5.00 min
(Composite)
Computational Time
0.67 min
Increment
Unit Hydrograph Shape
483
Factor
K Factor
1
Receding/Rising, Tr/Tp
1.670
Unit peak, qp
82.68 ft3/s
Unit peak time, Tp
3.33 min
Unit receding limb, Tr
13.33 min
Total unit time, Tb
16.67 min
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Unit Hydrograph Summary Return Event: 25 years
Label: SUB 1 Storm Event: 25-yr
Storm Event
25-yr
Return Event
25 years
Duration
1,440.00 min
Depth
6.1 in
Time of Concentration
5.00 min
(Composite)
Area (User Defined)
264,888 ftz
Computational Time
0.67 min
Increment
Time to Peak (Computed)
721.33 min
Flow (Peak, Computed)
43.78 ft3/s
Output Increment
1.00 min
Time to Flow (Peak
721.00 min
Interpolated Output)
Flow (Peak Interpolated
43.69 ft3/s
Output)
Drainage Area
SCS CN (Composite)
96
Area (User Defined)
264,888 ftz
Maximum Retention
0.4 in
(Pervious)
Maximum Retention
0.1 in
(Pervious, 20 percent)
Cumulative Runoff
Cumulative Runoff Depth
5.6 in
(Pervious)
Runoff Volume (Pervious)
2.826 ac-ft
Hydrograph Volume (Area under Hydrograph curve)
Volume
2.824 ac-ft
SCS Unit Hydrograph Parameters
Time of Concentration
5.00 min
(Composite)
Computational Time
0.67 min
Increment
Unit Hydrograph Shape
483
Factor
K Factor
1
Receding/Rising, Tr/Tp
1.670
Unit peak, qp
82.68 ft3/s
Unit peak time, Tp
3.33 min
Unit receding limb, Tr
13.33 min
Total unit time, Tb
16.67 min
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

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GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ALL CONSTRUCTION SHALL CONFORM WITH
THE LATEST VERSION OF THE CITY OF
RALEIGH, SPECIFICATIONS AND DETAILS. PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KANE REALTY CORPORATION
4321 LASSITER AT NORTH HILLS AVE SUITE 250
RALEIGH, NC 27609
IQ\Nl
REALTY CORPORATION
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REVISIONS
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NO. DATE REVISION DESCRIPTION
1 11 .06 .2020 REVISED PER CITY OF RALEIGH COMMENTS
PLAN INFORMATION
PROJECT NO. KAN-17030
FILENAME KAN17030-PRE
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KEG
BMS
1" = 40'
109.23.2019
PRE -DEVELOPMENT
DRAINAGE AREA MAP
PRE-DA

POST -DEVELOPMENT
HYDROLOGIC CALCULATIONS
W. Cabarrus Street
KAN-17030

W. CABARRUS STREET POST -DEVELOPMENT HYDROLOGY LVASIL, PE
KAN-17030 Subbasin 1 11/5/2020
HSG
Impervious
Open
Wooded
A
98
39
30
B
98
61
55
C
98
74
70
D
98
80
77
Assume: HSG 'A' =
0.0%
HSG'B'=
0.0%
HSG 'C' =
0.0%
HSG'D'=
100.0%
Cover Condition
SCS CN
Comments
Impervious
98
-
Open
80
Assume good condition
Wooded
77
Assume good condition
II. POST -DEVELOPMENT
A. Onsite Impervious Breakdown
Contributing Area
Roadway Area
Area [sf]
Area ac
0
0.00
Driveway / Parking Lot
0
0.00
Roof
0
0.00
Sidewalk / Patio
0
0.00
Other
Totals
0
0.00
0
0.00
B. Watershed Land Use Breakdown
Contributing Area
SCS CN
Area [sf1
Area [acresl
Comments
Onsite impervious
98
223,808
5.14
-
Onsite open
80
32,133
0.74
Assume good condition
Onsite wooded
77
0
0.00
Assume good condition
Onsite pond
100
0
0.00
-
Offsite impervious
98
8,566
0.20
-
Offsite open
80
381
0.01
Assume good condition
Offsite wooded
77
0
0.00
Assume good condition
Offsite pond
100
0
0.00
-
Totalarea =
Composite SCS CN =
Impervious =
C. Time of Concentration Information
Time of concentration is calculated using the SCS Segmental Approach (TR-55).
6.08 acres
264,888 sf
96
87.7
Time of Concentration = 5.00 minutes
SCS Lag Time = 3.00 minutes (SCS Lag = 0.6* Tc)
Time Increment = 0.87 minutes (= 0.29*SCS Lag)

Subsection: Master Network Summary
Catchments Summary
Label Scenario Return Hydrograph Time to Peak Peak Flow
Event Volume (min) (ft3/s)
(years) (ac-ft)
SUB 1
Post- 2-yr
2
1.537
721.00
30.04
SUB 1
Post- 10-yr
10
2.340
721.00
39.33
SUB 1
Post- 25-yr
25
2.824
721.00
43.69
Node Summary
Label Scenario Return Hydrograph Time to Peak Peak Flow
Event Volume (min) (ft3/s)
(years) (ac-ft)
POA 1
Post- 2-yr
2
1.537
721.00
30.04
POA 1
Post- 10-yr
10
2.340
721.00
39.33
POA 1
Post- 25-yr
25
2.824
721.00
43.69
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Time -Depth Curve
Label: Time -Depth - 1
Time -Depth Curve: 10-yr
Label
10-yr
Start Time
0.00 min
Increment
5.00 min
End Time
1,440.00 min
Return Event
10 years
CUMULATIVE RAINFALL (in)
Output Time Increment = 5.00 min
Time on left represents time for first value in each row.
Time Depth Depth Depth Depth Depth
(min) (in) (in) (in) (in) (in)
0.00
0.0
0.0
0.0
0.0
0.0
25.00
0.0
0.0
0.0
0.0
0.1
50.00
0.1
0.1
0.1
0.1
0.1
75.00
0.1
0.1
0.1
0.1
0.1
100.00
0.1
0.1
0.1
0.1
0.1
125.00
0.1
0.2
0.2
0.2
0.2
150.00
0.2
0.2
0.2
0.2
0.2
175.00
0.2
0.2
0.2
0.2
0.2
200.00
0.2
0.2
0.2
0.3
0.3
225.00
0.3
0.3
0.3
0.3
0.3
250.00
0.3
0.3
0.3
0.3
0.3
275.00
0.3
0.3
0.3
0.3
0.3
300.00
0.4
0.4
0.4
0.4
0.4
325.00
0.4
0.4
0.4
0.4
0.4
350.00
0.4
0.4
0.4
0.4
0.4
375.00
0.4
0.5
0.5
0.5
0.5
400.00
0.5
0.5
0.5
0.5
0.5
425.00
0.5
0.6
0.6
0.6
0.6
450.00
0.6
0.6
0.6
0.6
0.6
475.00
0.6
0.6
0.7
0.7
0.7
500.00
0.7
0.7
0.7
0.7
0.7
525.00
0.7
0.7
0.8
0.8
0.8
550.00
0.8
0.8
0.8
0.8
0.9
575.00
0.9
0.9
0.9
0.9
0.9
600.00
1.0
1.0
1.0
1.0
1.0
625.00
1.0
1.1
1.1
1.1
1.1
650.00
1.1
1.1
1.2
1.2
1.2
675.00
1.3
1.3
1.4
1.4
1.5
700.00
1.6
1.8
1.9
2.2
2.8
725.00
3.1
3.2
3.3
3.5
3.6
750.00
3.7
3.7
3.8
3.8
3.9
775.00
3.9
3.9
3.9
4.0
4.0
800.00
4.0
4.0
4.0
4.0
4.1
825.00
4.1
4.1
4.1
4.1
4.1
850.00
4.2
4.2
4.2
4.2
4.2
875.00
4.2
4.3
4.3
4.3
4.3
900.00
4.3
4.3
4.3
4.4
4.4
925.00
4.4
4.4
4.4
4.4
4.4
950.00
4.4
4.4
4.4
4.5
4.5
975.00
4.5
4.5
4.5
4.5
4.5
1,000.00
4.5
4.5
4.5
4.5
4.6
1,025.00
4.6
4.6
4.6
4.6
4.6
1,050.00
4.6
4.6
4.6
4.6
4.7
1,075.00
4.7
4.7
4.7
4.7
4.7
Return Event: 10 years
Storm Event: 10-yr
KAN 17030. ppc
W. CABARRUS ST
11 /5/2020

Subsection: Time -Depth Curve Return Event: 10 years
Label: Time -Depth - 1 Storm Event: 10-yr
CUMULATIVE RAINFALL (in)
Output Time Increment = 5.00 min
Time on left represents time for first value in each row.
Time
Depth
Depth
Depth
Depth
Depth
(min)
(in)
(in)
(in)
(in)
(in)
1,100.00
4.7
4.7
4.7
4.7
4.7
1,125.00
4.7
4.7
4.7
4.7
4.7
1,150.00
4.8
4.8
4.8
4.8
4.8
1,175.00
4.8
4.8
4.8
4.8
4.8
1,200.00
4.8
4.8
4.8
4.8
4.8
1,225.00
4.8
4.8
4.9
4.9
4.9
1,250.00
4.9
4.9
4.9
4.9
4.9
1,275.00
4.9
4.9
4.9
4.9
4.9
1,300.00
4.9
4.9
4.9
4.9
5.0
1,325.00
5.0
5.0
5.0
5.0
5.0
1,350.00
5.0
5.0
5.0
5.0
5.0
1,375.00
5.0
5.0
5.0
5.0
5.0
1,400.00
5.0
5.0
5.1
5.1
5.1
1,425.00
5.1
5.1
5.1
5.1
(N/A)
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Unit Hydrograph Summary Return Event: 2 years
Label: SUB 1 Storm Event: 2-yr
Storm Event
2-yr
Return Event
2 years
Duration
1,440.00 min
Depth
3.5 in
Time of Concentration
5.00 min
(Composite)
Area (User Defined)
264,888 ftz
Computational Time
0.67 min
Increment
Time to Peak (Computed)
721.33 min
Flow (Peak, Computed)
30.13 ft3/s
Output Increment
1.00 min
Time to Flow (Peak
721.00 min
Interpolated Output)
Flow (Peak Interpolated
30.04 ft3/s
Output)
Drainage Area
SCS CN (Composite)
96
Area (User Defined)
264,888 ftz
Maximum Retention
0.4 in
(Pervious)
Maximum Retention
0.1 in
(Pervious, 20 percent)
Cumulative Runoff
Cumulative Runoff Depth
3.0 in
(Pervious)
Runoff Volume (Pervious)
1.538 ac-ft
Hydrograph Volume (Area under Hydrograph curve)
Volume
1.537 ac-ft
SCS Unit Hydrograph Parameters
Time of Concentration
5.00 min
(Composite)
Computational Time
0.67 min
Increment
Unit Hydrograph Shape
483
Factor
K Factor
1
Receding/Rising, Tr/Tp
1.670
Unit peak, qp
82.68 ft3/s
Unit peak time, Tp
3.33 min
Unit receding limb, Tr
13.33 min
Total unit time, Tb
16.67 min
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Unit Hydrograph Summary Return Event: 10 years
Label: SUB 1 Storm Event: 10-yr
Storm Event
10-yr
Return Event
10 years
Duration
1,440.00 min
Depth
5.1 in
Time of Concentration
5.00 min
(Composite)
Area (User Defined)
264,888 ftz
Computational Time
0.67 min
Increment
Time to Peak (Computed)
721.33 min
Flow (Peak, Computed)
39.42 ft3/s
Output Increment
1.00 min
Time to Flow (Peak
721.00 min
Interpolated Output)
Flow (Peak Interpolated
39.33 ft3/s
Output)
Drainage Area
SCS CN (Composite)
96
Area (User Defined)
264,888 ftz
Maximum Retention
0.4 in
(Pervious)
Maximum Retention
0.1 in
(Pervious, 20 percent)
Cumulative Runoff
Cumulative Runoff Depth
4.6 in
(Pervious)
Runoff Volume (Pervious)
2.342 ac-ft
Hydrograph Volume (Area under Hydrograph curve)
Volume
2.340 ac-ft
SCS Unit Hydrograph Parameters
Time of Concentration
5.00 min
(Composite)
Computational Time
0.67 min
Increment
Unit Hydrograph Shape
483
Factor
K Factor
1
Receding/Rising, Tr/Tp
1.670
Unit peak, qp
82.68 ft3/s
Unit peak time, Tp
3.33 min
Unit receding limb, Tr
13.33 min
Total unit time, Tb
16.67 min
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

Subsection: Unit Hydrograph Summary Return Event: 25 years
Label: SUB 1 Storm Event: 25-yr
Storm Event
25-yr
Return Event
25 years
Duration
1,440.00 min
Depth
6.1 in
Time of Concentration
5.00 min
(Composite)
Area (User Defined)
264,888 ftz
Computational Time
0.67 min
Increment
Time to Peak (Computed)
721.33 min
Flow (Peak, Computed)
43.78 ft3/s
Output Increment
1.00 min
Time to Flow (Peak
721.00 min
Interpolated Output)
Flow (Peak Interpolated
43.69 ft3/s
Output)
Drainage Area
SCS CN (Composite)
96
Area (User Defined)
264,888 ftz
Maximum Retention
0.4 in
(Pervious)
Maximum Retention
0.1 in
(Pervious, 20 percent)
Cumulative Runoff
Cumulative Runoff Depth
5.6 in
(Pervious)
Runoff Volume (Pervious)
2.826 ac-ft
Hydrograph Volume (Area under Hydrograph curve)
Volume
2.824 ac-ft
SCS Unit Hydrograph Parameters
Time of Concentration
5.00 min
(Composite)
Computational Time
0.67 min
Increment
Unit Hydrograph Shape
483
Factor
K Factor
1
Receding/Rising, Tr/Tp
1.670
Unit peak, qp
82.68 ft3/s
Unit peak time, Tp
3.33 min
Unit receding limb, Tr
13.33 min
Total unit time, Tb
16.67 min
KAN 17030. ppc
W. CABARRUS ST 11/5/2020

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� ` I SITE AREA - 5.87 AC
ou
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SITE AREA = 0.21 AC
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ALL CONSTRUCTION SHALL CONFORM WITH
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RALEIGH, SPECIFICATIONS AND DETAILS. PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KANE REALTY CORPORATION
4321 LASSITER AT NORTH HILLS AVE SUITE 250
RALEIGH, NC 27609
KANT
REALTY CORPORATION
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NO. DATE REVISION DESCRIPTION
1 11 .06.2020 REVISED PER CITY OF RALEIGH COMMENTS
PLAN INFORMATION
PROJECT NO.
KAN-17030
FILENAME
KAN17030-POST
CHECKED BY
KEG
DRAWN BY
BMS
SCALE
1" = 40'
DATE
109.23.2019
SHEET
POST -DEVELOPMENT
DRAINAGE AREA MAP
POST-DA

NUTRIENT LOADING EXHIBITS
W. Cabarrus Street
KAN-17030

W.CABARRUSSTREET NITROGEN EXPORT CALCULATIONS
KAN-17030 Apportioning Method
Site Condition TN Boundary Area [acres]
Open Woods Impervious Pond Total
Pre -Development 0.61 0.00 5.26 0.00 5.88
Post -Development 0.74 0.00 5.14 0.00 5.88
Total impervious surface in post -development=
5.14
acres
Existing impervious surface =
5.26
acres
Proposed impervious surface as a percent of total =
-2.46%
Existing impervious surface as a percent of total =
102.46%
Additional impervious area added =
-0.13
acres
Open space in post -development (total) =
0.74
acres
Wooded in post -development (total) =
0.00
acres
Therefore,
Open associated with proposed impervious =
-0.02
acres
Open associated with existing impervious =
0.76
acres
Wooded associated with proposed impervious =
0.00
acres
Wooded associated with existing impervious =
0.00
acres
Area to consider for TN -export calculations = 0.14 acres
No Nitrogen Offset Required
L. VASIL, PE
11/5/2020

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The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KANE REALTY CORPORATION
4321 LASSITER AT NORTH HILLS AVE SUITE 250
RALEIGH, NC 27609
REALTY CORPORATION
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PROJECT NO
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CHECKED BY
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DATE
SHEET
KAN-17030
KAN 17030-PRE
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IMPERVIOUS AREA
TOTAL: 223,092 sf
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ALL CONSTRUCTION SHALL CONFORM WITH
THE LATEST VERSION OF THE CITY OF
RALEIGH, SPECIFICATIONS AND DETAILS. PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KANE REALTY CORPORATION
4321 LASSITER AT NORTH HILLS AVE SUITE 250
RALEIGH, NC 27609
KANT
REALTY CORPORATION
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NO. DATE REVISION DESCRIPTION
1 11 .06.2020 REVISED PER CITY OF RALEIGH COMMENTS
PLAN INFORMATION
PROJECT NO. KAN-17030
FILENAME
KAN17030-POST
CHECKED BY
KEG
DRAWN BY
BMS
SCALE
1" = 40'
DATE
109.23.2019
SHEET
POST -DEVELOPMENT
NUTRIENTS MAP
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MC4DAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KANE REALTY CORPORATION
4321 LASSITER AT NORTH HILLS AVE SUITE 2
RALEIGH, NC 27609
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NO. DATE REVISION DESCRIPTION
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PROJECT NO.
KAN-17030
FILENAME
KAN17030-G1
CHECKED BY
LJV
DRAWN BY
JLB
SCALE
1"=40'
DATE
09. 22. 2020
SHEET
GRADING &STORM
DRAINAGE PLAN
C goo

Percussive activities will include those necessary to demolish the existing structures and pavement on
the site. Typical demolition equipment, such as excavators, hydraulic hammers, wrecking balls and/or
jackhammers will be used in the demolition of the site.

.:.,.
Mal s WIIJJUrV.
United States Department of the Interior`"
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: November 05, 2020
Consultation Code: 04EN2000-2021-SLI-0200
Event Code: 04EN2000-2021-E-00404
Project Name: West Cabarrus Street Mixed Use
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

11/05/2020 Event Code: 04EN2000-2021-E-00404
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratory birds/CurrentBirdlssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

11/05/2020 Event Code: 04EN2000-2021-E-00404
Attachment(s):
• Official Species List

11/05/2020 Event Code: 04EN2000-2021-E-00404
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

11/05/2020 Event Code: 04EN2000-2021-E-00404 2
Project Summary
Consultation Code: 04EN2000-2021-SLI-0200
Event Code: 04EN2000-2021-E-00404
Project Name: West Cabarrus Street Mixed Use
Project Type: DEVELOPMENT
Project Description: Mixed use re -development in downtown Raleigh, NC.
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/place/35.77494686580935N78.6473843661479W
Union
V" �wfa:,r St
'+7
SO -to, Sr
Counties: Wake, NC

11/05/2020 Event Code: 04EN2000-2021-E-00404 3
Endangered Species Act Species
There is a total of 6 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/7614
Amphibians
NAME
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/6772
Fishes
NAME
STATUS
Endangered
STATUS
Proposed
Threatened
STATUS
Carolina Madtom Noturus furiosus Proposed
There is proposed critical habitat for this species. Your location is outside the critical habitat. Endangered
Species profile: https:Hecos.fws.gov/ecp/species/528

11/05/2020 Event Code: 04EN2000-2021-E-00404 4
Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni Proposed
There is proposed critical habitat for this species. Your location is outside the critical habitat. Threatened
Species profile: https:Hecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/784
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5217
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-13263
November 5, 2020
Kelly Roth
McAdams
2905 Meridian Parkway
Durham, NC 27713
RE. West Cabarrus Street Mixed Use, KAN-17030
Dear Kelly Roth.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
West Cabarrus Street Mixed Use
Project No. KAN-17030
November 5, 2020
NCNHDE-13263
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name Owner Owner Type
City of Raleigh Open Space - Lenoir Street Park City of Raleigh Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on November 5, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 6

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
West Cabarrus Street Mixed Use
Project
No. KAN-17030
November 5, 2020
NCNHDE-13263
Element Occurrences
Documented
Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name
Common Name
Element
Accuracy
Federal State
Global
State
Group
Observation Occurrence
Status Status
Rank
Rank
Date
Rank
Amphibian
37391
Ambystoma
Mole Salamander
1900-10-01
H
4-Low
--- Special
G5
S2S3
talpoideum
Concern
Amphibian
38432
Eurycea quadridigitata
Dwarf Salamander
1972-05-21
H
4-Low
--- Special
G5
S1
Concern
Amphibian
39566
Pseudacris nigrita
Southern Chorus Frog
1964-03-03
H
4-Low
--- Significantly
G5
S2
Rare
Bird
37932
Ammodramus
Henslow's Sparrow
1909-04-15
H
4-Low
--- Endangered
G4
S1B,S1
henslowii
N
Bird
37723
Loxia curvirostra
Red Crossbill
1976-05-24
H
4-Low
--- Special
G5
S2
Concern
Bird
37919
Peucaea aestivalis
Bachman's Sparrow
1916-04-01
H
4-Low
--- Special
G3
S3B,S2
Concern
N
Butterfly
35199
Erynnis martialis
Mottled Duskywing
1933-04-29
X
5-Very
--- Significantly
G3
S2
Low
Rare
Dragonfly or
32043
Coryphaeschna ingens
Regal Darner
2004-Pre
H?
5-Very
--- Significantly
G5
S2?
Damselfly
Low
Rare
Mammal
32135
Myotis lucifugus
Little Brown Bat
1981
H
4-Low
--- Significantly
G3
S2
Rare
Mammal
40154
Zapus hudsonius
Meadow Jumping
1944-03-14
H
4-Low
--- Significantly
G5
S1
Mouse
Rare
Moth
34927
Acronicta albarufa
Barrens Dagger Moth
1938-Pre
H
5-Very
--- Significantly
G3G4
S1S2
Low
Rare
Reptile
37601
Heterodon simus
Southern Hognose
1930-11
H
4-Low
--- Threatened
G2
S1S2
Snake
Reptile
35528
Ophisaurus attenuatus
Slender Glass Lizard
1984-05-07
H
4-Low
--- Significantly
G5
S1
Rare
Sawfly, Wasp,
37105
Bombus affinis
Rusty -patched Bumble
1994-09-01
H?
4-Low
Endangered Significantly
G2
S1
Bee, or Ant
Bee
Rare
Sawfly, Wasp,
40036
Bombus variabilis
Variable Cuckoo
1926-pre
H
4-Low
--- Significantly
G1G2
SH
Bee, or Ant
Bumble Bee
Rare
Page 3 of 6

Element Occurrences Documented Within a One -mile Radius of the Project Area
Sawfly, Wasp,
40230
Megachile ingenua
a leafcutter bee
1930-05
Bee, or Ant
Sawfly, Wasp,
40244
Megachile integra
a leafcutter bee
1925-06-30
Bee, or Ant
Sawfly, Wasp,
40032
Megachile oenotherae
a leafcutter bee
1961-05-15
Bee, or Ant
Sawfly, Wasp,
40251
Nomada tyrrellensis
a cuckoo bee
1954-04-07
Bee, or Ant
Vascular Plant
26314
Clematis catesbyana
Coastal Virgin's -bower
1890-08-15
Vascular Plant 38697 Cyperus virens Green Flatsedge 1897-07
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Element
Accuracy Federal
State
Global
State
Occurrence
Status
tatus
Rank
Rank
Rank
A
H
4-Low ---
Significantly
G2?
SH
Rare
H
4-Low ---
Significantly
G2G3
SH
Rare
H
4-Low ---
Significantly
G1G3
SH
Rare
H
4-Low ---
Significantly
GNP
SH
Rare
H
5-Very ---
Significantly
G4G5
S2
Low
Rare
Peripheral
H
5-Very ---
Significantly
G5
S1
Low
Rare
Peripheral
City of Raleigh Open Space
- Pullen Park
City of Raleigh
City of Raleigh Open Space
- Dorothea Dix Hospital
City of Raleigh
Land
City of Raleigh Greenway -
Rocky Branch Trail
City of Raleigh
City of Raleigh Open Space
- Chavis Heights Park
City of Raleigh
City of Raleigh Greenway -
Rocky Branch Trail
City of Raleigh
City of Raleigh Open Space
- Eliza Pool
City of Raleigh
Neighborhood Park
NC Division of Mitigation Services Easement
NC DEQ, Division of Mitigation Services
City of Raleigh Open Space
- Moore Square
City of Raleigh
City of Raleigh Open Space
- Nash Square
City of Raleigh
City of Raleigh Open Space
- Cameron Park
City of Raleigh
City of Raleigh Greenway -
Rocky Branch Trail
City of Raleigh
City of Raleigh Greenway -
Little Rock Trail
City of Raleigh
Caer Type
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
State
Local Government
Local Government
Local Government
Local Government
Local Government
Page 4 of 6

Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Owner
City of Raleigh Open Space -
Wells Park
City of Raleigh
City of Raleigh Greenway - FEMA
- HMGP Phase 2
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
Forest Park
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
John P Top Green
City of Raleigh
Neighborhood Park
City of Raleigh Greenway
City of Raleigh
City of Raleigh Greenway - Chavis Way Greenway
City of Raleigh
City of Raleigh Greenway - Chavis Way Greenway
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
Tucker House
City of Raleigh
City of Raleigh Open Space -
Little Rock Trail
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
Chavis Heights Park
City of Raleigh
City of Raleigh - Caraleigh Mini
Park
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
Chavis Heights Park
City of Raleigh
City of Raleigh Open Space -
Lenoir Street Park
City of Raleigh
City of Raleigh Open Space -
Bragg Street Park
City of Raleigh
City of Raleigh Open Space -
Lee Street Park
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
Little Rock Trail
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space
City of Raleigh
City of Raleigh Open Space -
Forest Park
City of Raleigh
Owner Type
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Local Government
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on November 5, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 5 of 6

NCNHDE-13263: West Cabarrus Street Mixed Use
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Sources: Esn, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NIPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) Oper-StreetMap contributors, and the GIS
User Community
Page 6 of 6

Species Conclusions Table
Project Name: W. Cabarrus Street Mixed Use
Date: 11 /11 /2020
Species / Resource Name
Conclusion
ESA Section 7 / Eagle
Notes / Documentation
Act Determination
Red -cockaded woodpecker
No suitable habitat present
No effect
Habitat assessment indicates no potential habitat present (mature
(Picoides borealis)
pine stands are absent within the project area)
Neuse River Waterdog
No suitable habitat present
No effect
Habitat assessment indicates no potential habitat present (large,
Necturus lewisi
swift -flowing headwater streams are absent from the project area
Carolina Madtom (Noturus
No suitable habitat present
No effect
Habitat assessment indicates no potential habitat present (stable
furiosus)
streams with silt -free substrate are absent from the project area
Atlantic Pigtoe (Fusconaia
No suitable habitat present
No effect
Habitat assessment indicates no potential habitat present (stable
masons)
streams with silt -free substrate are absent from the project area
Dwarf Wedgemussel
No suitable habitat present
No effect
Habitat assessment indicates no potential habitat present
(Alasmidonta heterodon)
(perennial streams with highly stable banks and extensive root
s stems holding soils in place are absent within the project area
Michaux's sumac
Suitable habitat present,
May affect, not likely to
November 11, 2020 survey by McAdams consultant indicates
(Rhus michauxii)
species not present
adversely affect
absence
Critical habitat
No critical habitat present
No effect
Bald Eagle
Unlikely to disturb nesting
No Eagle Act permit
No known nest with 660' of project review area
bald eagles
required
Northern Long-eared Bat
Suitable habitat present
No effect
NLEB not listed for Wake County
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an
informed decision about impacts in the immediate and surrounding areas.
- l / pvUv\'� 11 /11 /2020
Si nature 1 tle Date

J MCADAMS CULTURAL RESOURCE ENVIRONMENTAL REVIEW > KAN-17030
November 11, 2020
Ms. Renee Gledhill -Earley
State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Re: Cultural Resource Environmental Review
W Cabarrus Street Mixed Use
Raleigh, Wake County, NC
Dear Ms. Gledhill -Earley:
McAdams has been contracted to conduct a site investigation for the proposed W. Cabarrus Street Mixed Use site
located on the north side of W. Cabarrus Street between Dupont Circle and S. West Street in Raleigh, Wake County,
North Carolina (hereinafter referred to as the project area). It consists of three parcels owned by 3119 Associates, LLC
and Clancy Properties, LLC (Wake County PINS 1703475257, 1703477144 and 1703478178). The seven -acre project
area is shown on the attached U.S. Geological Survey (USGS) 7.5-minute Raleigh West, NC topographic quadrangle
(Figure 1). The subject property vicinity is a densely developed urban area with residential, commercial, office and
industrial uses. The proposed project is a mixed -use development consisting of approximately 284,500 sf of office
space, 350 residential units and a 1,450-space parking deck.
McAdams conducted a review of SHPO's records for the subject property. The following 52 structures and districts
were identified within 0.25-mile of the subject property. The list does not include an additional 52 properties with a
status of Surveyed Only, two of which are within the project area boundary.
Site ID
Status
Site Name
Description
WA2591
BF
Union Seed and Fertilizer Company
Warehouses
WA2983
BF
Commercial Buildings
WA2575
BF
Warehouses
WA2980
BF
Commercial Buildings (Warren's
1950 2-story parapet roof Moderne steel frame
Restaurant Building)
building w/ brick veneer & curved corner
WA2577
BF
Commercial Buildings
WA2979
BF
Commercial Buildings
WA0730
BF
Commercial Buildings
WA4555
BF
Dillon Supply Co & Peden Steel Company
Offices & Warehouses
WA2857
BF
Houses
WA2648
BF
Houses
WA4569
BF
Commercial Buildings
WA2647
BF
Houses
WA3591
BF
Houses & Commercial Bldg.
WA3336
BF
Houses
WA3337
BF
Houses
WA3590
BF
Houses & Commercial Bldgs.
creating experiences through experience 1 of 3

J MCADAMS CULTURAL RESOURCE ENVIRONMENTAL REVIEW > KAN-17030
WA3602
BF
Houses & Commercial Bldgs.
WA3603
BF
Houses & Commercial Bldgs.
WA3589
BF
Houses
WA3451
BF
Houses
WA3452
BF
Houses & Commercial Building
WA3449
BF
Houses & Store
WA3450
BF
Houses
WA3638
BF
Houses & Commercial Bldgs.
WA3288
BF
Houses & Warehouse
WA3289
BF
Houses
WA3587
BF
Houses
WA3588
BF
Houses
WA3582
BF
Houses
WA0728
BF
Commercial Buildings
WA4554
BF
Commercial Buildings
WA2973
BF
Buildings
WA----
DOE
Bridge
1936 reinforced concrete tee beam (DOT
910539)
WA3750
DOE
Dr. Hubert Royster House
19012 1/2-story hip roof brick Queen Anne
house
WA----
DOEHD
Depot Historic District Expansion 2
WA3996
LHD
Boylan Heights Local Historic District
WA0033
NR
Montford Hall
1858 Italianate 2-story brick house
WA0026
NR
Joel Lane House (Wakefield)
c. 1770, 1790s Georgian 1 1/2-story gambrel
roof frame house
WA0195
NRHD
Boylan Heights Historic District
Early 20th C. residential district
WA0724
NRHD
Depot Historic District
Late 19-early 20th C. warehouse
WA7774
NRHD
Depot Historic District Bounday Increase
WA6524
SA
Depot Historic District Expansion
Late 19-early 20th C. warehouse
WA6515
SA
Old Fourth Ward Historic District
Boundary Expansion
WA2578
SD
Strother-McRary House (Gone)
WA3640
SD
Houses & Garage (Gone)
WA3639
SD
Houses (Gone)
WA4213
SD
Sir Walter Chevrolet (Gone)
WA3645
SD
Boylan Tower (Gone)
2-story front gable interlocking signal house
WA2574
SL
Norfolk & Southern Depot
1920 brick / 1 1/2-story
WA2982
SL
B. F. Goodrich Rubber Company
c. 1917 Comm/brick/2-story.
WA2981
SL
U. S. Rubber Company
1928 Craftsman/Comm/brick
WA4082
SLHD
Old Fourth Ward Historic District
creating experiences through experience 2 of 3

MCADAMS CULTURAL RESOURCE ENVIRONMENTAL REVIEW > KAN-17030
Figure 2 depicts the subject property on an aerial photograph of the area. The project area is developed with
commercial, light industrial, residential and institutional uses. Based on a field reconnaissance of the project area,
there are five structures present on the property, including a women's shelter, a non-profit that serves at -risk youth
and a construction company. The attached Appendix A includes pictures of the structures that are present on the
subject property.
We are requesting consultation regarding the project's impact to cultural resources. If you should have any questions
or require additional information, please do not hesitate to contact me at [phone].
Sincerely,
MCADAMS
Kel Roth, S
Environmental Consultant II, Water Resources
Attachments:
Figure 1 USGS Exhibit
Figure 2 Existing Conditions Exhibit
Appendix A —Structure Photographs
creating experiences through experience 3 of 3

D
N
1*
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A ill
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rcuRrr
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Q
Legend
Project Area
NOTES:
1. USGS; 7.5 MINUTE QUAD, RALEIGH WEST, NC; 2019
2. LAT: 35.775258, LONG:-78.647518
0 1,000 2,000
ul
FIGURE 1. USGS TOPOGRAPHIC VICINITY MAP Feet
WEST CABARRUS STREET MIXED USE 1 inch = 2,000 feet
RALEIGH, WAKE COUNTY, NC VERSION: 1
DATE: 11/5/2020
MCADAMS JOB NO: KAN-17030
DRAWN BY: roth

J MCADAMS APPENDIX A: STRUCTURE PHOTOGRAPHS > KAN-17030
Appendix A: Structure Photographs
Photo 1: The Women's Center (35.774978,-78.646378)
Photo 2: Clancy & Theys Construction Company building (35.774651,-78.646481)
creating experiences through experience 1 of 5

MCADAMS APPENDIX A: STRUCTURE PHOTOGRAPHS > KAN-17030
Photo 3: Clancy &Theys Construction Company building (35.774649,-78.646735)
Photo 4: Clancy & Theys Construction Company building (35.774668,-78.647063)
creating experiences through experience 2 of 5

MCADAMS APPENDIX A: STRUCTURE PHOTOGRAPHS > KAN-17030
Photo 5: Brick building (35.775125,-78.646804)
Photo 6: Haven House Services building facing north (35.775357,-78.6468036)
creating experiences through experience 3 of 5

J MCADAMS APPENDIX A: STRUCTURE PHOTOGRAPHS > KAN-17030
Photo 7: Haven House Services building facing southwest (35.775357,-78.6468036)
al
Photo 8: Garage structure (35.775909,-78.647721)
creating experiences through experience 4 of 5

J MCADAMS
APPENDIX A: STRUCTURE PHOTOGRAPHS > KAN-17030
Photo 9: Trailer (35.775699,-78.648123)
creating experiences through experience 5 of 5

J MCADAMS W. CABARRUS STREET MIXED USE > KAN-17030
Existing Retaining Wall Photographs
Photo 1. Existing retaining wall on east bank of S1, facing upstream
Photo 2. Existing retaining wall on east bank of S1, facing downstream
creating experiences through experience 1 of 1

Bloom, Amanda
From: [e-mail]
Sent: Saturday, October 24, 2020 12:01 AM
To: Bloom, Amanda
Cc: [e-mail]
Subject: Pre -Filing Meeting is not needed for West Cabarrus Street - 20201267 Ver 1
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for West Cabarrus
Street that you submitted on 9/23/2020 8:45 AM. The ID number for that project is 20201267, Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1309216
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.