20190234 Ver 1_PCN Form Submission_20190220

DWR
MOM— of Water Resources
Site Coordinates
Latitude:
35.971
FA. Processing Information
County (or Counties) where the project is located:
Durham
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.873
1a. 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)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial 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?*
G Yes r No
Qiange only if needed.
BIMS # Assigned *
Version#*
20190234
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office*
Select Project Reviewer*
Raleigh Regional Office - [phone]
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
RCC Development
1a. Who is the Primary Contact?*
Mr. Michael Kane P.E.
1b. Primary Contact Email:*
1c. Primary Contact Phone:*
[e-mail]
[phone]
Date Submitted
2/20/2019
Nearest Body of Water
Third Fork Creek
Basin
Cape Fear
Water Classification
WS -V; NSW
Site Coordinates
Latitude:
35.971
FA. Processing Information
County (or Counties) where the project is located:
Durham
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.873
1a. 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)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
14 - Linear transportation
r 401 Water Quality Certification - Express
W Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
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?
0 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Scannell Properties
2b. Deed book and page no.:
2c. Responsible party:
Joel Scannell
2d. Address
Street Address
500 Nbntgomery Street
Address Line 2
Suite 400
ab
Alexandria
Fbstal / Zip Cxie
22314
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
State / Rwince / ftim
VA
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No

1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Durham
2. Project Identification
2a. Property Identification Number:
083111761927,083008787317,
083011761927
2c. Project Address
Street Address
708 Ellis Road
Address Line 2
City
Durham
Postal / Zip Cade
27703
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Third Fork Creek
3b. Water Resources Classification of nearest receiving water:*
WS -V; NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300020602
4. Project Description and History
2b. Property size:
65
State / Rwince / Fbgion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is currently developed and contains numerous warehouse and storage buildings and associated infrastructure. The project applicant is proposing to redevelop the site into a
mixed-use development with modern facilities and improvements to the infrastructure, including adding another point of ingress and egress. land use in the vicinity is primarily
commercial and industrial.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
topo_soils.pdf
374.63KB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
topo_soils.pdf 374.63KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
200
4h. Explain the purpose of the proposed project:*
The existing warehouse development has had only one access point across railroad tracks at the northeast corner of the property to Ellis Road. We are redeveloping the site with new
buildings and have purchased the narrow property where a new and safer entry drive will be constructed in order to provide better access in and out of the development. The site plan
has approved by City of Durham.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
A new access road is being proposed for the redeveloped warehouse site to provide a safer point of ingress and egress. The current access crosses railroad tracks adjacent to Ellis
Road. A perennial stream will be crossed with the new access road. Typical construction equipment will be utilized including graders, excavators, back hoes, dump trucks, etc.
4j. Please upload project drawings for the proposed project.
combined permit drawings.pdf 809.25KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
S&EC conducted a stream determination with Durham County in 2017 (uploaded)
5b. If the Corps made a jurisdictional determination, what type of determination was made?*

r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: S&EC
Other:
5d1. Jurisdictional determination upload
Final Stream Determination Letter (Ellis Rd) -From Durham.pdf
6. Future Project Plans
2.06MB
6a. Is this a phased project?*
r Yes d No
7b. If yes, explain.
The project is phased in the way that the future buildings Will be constructed, but not in the activities that will result in impacts to wetlands and/or waters. The future buildings Will replace
emsting buildings on the site and no wetland or waters impacts willresult from that future work.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
Not applicable
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands W Streams -tributaries W Buffers
F 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
(?) Jurisdiction* length*
Road Crossing 1 Permanent Culvert Ui to Third Fork Creek Perennial Both 8 70
S1 9 Average (feet) (linear feet)
S2
Road Crossing 1
g
Permanent
Rip Ra Fill
p p
Ui to Third Fork Creek
���
Both
8
Ave age (feet)
67
(linear fee )
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
137 0
31. Total stream and ditch impacts:
137
3j. Comments:
Culvert Will be buried a minimum of 12 inches belowthe stream bed to allowcontinued movement of aquatic life
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse r Tar -Pamlico
F Catawba r Randleman
F Goose Creek V Jordan Lake
F Other
6b. Impact Type
11
6c. Per or Temp
6d. Stream name 6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Road Crossing 1
P
UT to Third Fork Creek
No
3,732
3,447
6h. Total buffer impacts:
Zone 1 Zone 2

Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 3,732.00 3,447.00
Zone 1 Zone 2
Total combined buffer impacts: 3,732.00 3,447.00
61. Comments:
An ebsting drainage easement occurs runs parallel With the buffered stream proposed for impact. The small amount of buffer that is already affected
by this dedicated drainage easement has been subtracted from the Zone 1 impact amount resulting from this road crossing.
Supporting Documentation
combined permit drawings.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
809.25KB
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The stream crossing cannot be completely avoided and still provide a necessary ingress and egress point for the project. The road crossing has been
designed to minimize the amount of impact as much as practicable while still meeting NCDOT and local engineering standards for road crossings. No
other jurisdictional impacts occur as a result of this project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The road crossing is utiliang tail walls and wing walls to minimize stream impacts. The culvert will be buries a minimum of 12 inches below the stream
bed to promote movement of aquatic life. Rip -rap is being placed upstream and downstream of the culvert to prevent scour and erosion at the
crossing location.
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:
The stream impact is less than 150 feet and does not require compensatory mitigation per the current MNP 14 regulations.
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?
F- Level Spreader
F_ Vegetated Conveyance (lower SHWf)
F- Wetland Swale (higher SHWT)
F Other SCM that removes minimum 30% nitrogen
R Proposed project wall not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
f Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 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
2d. Which of the following stormwater management program(s) apply:
R Local Government r State
Local Government Stormwater Programs
R Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.

City of Durham
Comments:
Even though we are redeveloping at less than the eAsting impervious area we are providing new storm water ponds to control TSS, 1 -yr water quality and pre -post quantity for all
storms including the 100 -yr.
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?*
f Yes r No
3b. If you answered "no," provide a short narrative description.
This project only involves the construction of a single, two-lane access road that will provide a safe and efficient ingress and egress point for the
proposed development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
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
r Unknown
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
ESI obtained a report on February 19, 2019 from the NC Natural Heritage Program indicating that there are no known occurrences of federal
threatened or endangered species in the study area. There is a Historic occurrence of smooth coneflower (Echinacea laevigata) within one mile of the
study area but this was last observed in 1954. The existing infrastructure on the site and the disturbed surrounding landscape make the site's habitat
unsuitable for other federal protected species.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NDAA-EFH Mapper
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?*
http://gis.ncdcr.gov/hpov,eb. Additionally, the site is currently developed and contains warehouses that will be replaced
7c. Historic or Prehistoric Information Upload

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes
c No
8c. What source(s) did you use to make the floodplain determination?*
https:Hmsc.fema.gov/portal/search
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Durham approved site plan.pdf 105.62KB
Signature
W By checking the box and signing below, I certify that:
. 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:
Jeffery W. harbour
Signature
��PJ ��itt�au2
Date
2/20/2019

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. NA PLAN NO. NA PARCEL NO.
:119.11 ;1a9.1010024111
1211 Person Street
Please print:
Property Owner: Scannell Propertiesr 4320, LLC
c/o Scannell Properties, LLC
Property Owner: -_-
The undersigned, registered property owners of the above noted property, do hereby authorize
Jeff Harbour . of _Environmental Services, Inc
(Contractor I Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
8801 River Crossing Blvd, Ste 300
Indianapolis, IN 48240
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
are b�
Authorized Signature Authorized Signature
Date: 2118/2019 Date:

RCC Development, Durham County, NC
Owner/Applicant: Scannell Properties
Source: Soil & Environmental Consultants, PA (USGS SW/SE Durham Quadrangle)

RCC Development, Durham County, NC
Owner/Applicant: Scannell Properties
Source: Soil & Environmental Consultants, PA (Soil Survey of Durham County, NC)

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DURHAM
1869
CITY OF MEDICINE
CITY OF DURHAM
Department of Public Works
Stormwater Services
101 City Hall Plaza I Durham, NC 27701
919.560.4326 1 F 919.560.4316
www.durhamnc.gov
November 30, 2017
Via E-mail
Steven Ball
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road
Suite 104
Raleigh, NC 27615
919-846-5900
[e-mail]
SUBJECT: 708 Ellis Road/RCC Project Site
REFERNCE: COD Jordan # 2017-024
Project Name
708 Ellis Road/RCC Project Site
PIN
0830-12-76-6982, 0830-11-76-1927
Parcel ID
156730, 156739
Location/Directions
708 Ellis Road
Sub Stream
Third Fork Creek
Date of Determination
November 17, 2017
Table 1. Stream Feature Determination 708 Ellis Road/RCC Project Site
N/A: Not Applicable
Explanation: The feature(s) listed on the attached Table 1 have been located on the Soil Survey
of Durham County, North Carolina and/or the most recent copy of the USGS Topographic map at
a 1:24,000 scale, or was determined to be subject per section 8.5(B)(4) of the Durham Unified
Development Ordinance. Each feature that is checked "Not Subject" has been determined not to
Not
Stream
Soil
USGS
Feature
Subject
Subject
Start @
Stop @
Type
Survey
Topo
A
X
End of Concrete Flume
N/A
Perennial
X
X
51
X
Consultant's Flag S01
Confluence withFeature
Intermittent
A
B
X
N/A
N/A
Ephemeral
X
C
X
Culvert near Western
Culvert just East of
Perennial
X
Project Area Boundary
Anson Street Cul De Sac
S2
X
Consultant's Flag SF5
Confluence with
Ephemeral
Feature D
D
X
Consultant's Flag SF4
Confluence with
Perennial
X
Person Street
E
X
Consultant's Flag SF6
N/A
Ephemeral
X
FX
Consultant's Flag SF7
Continues off Project
Perennial
X
Area Site
N/A: Not Applicable
Explanation: The feature(s) listed on the attached Table 1 have been located on the Soil Survey
of Durham County, North Carolina and/or the most recent copy of the USGS Topographic map at
a 1:24,000 scale, or was determined to be subject per section 8.5(B)(4) of the Durham Unified
Development Ordinance. Each feature that is checked "Not Subject" has been determined not to

Stream Determination — 708 Ellis Road/RCC Project Site Page 2 of 3
be a stream. Features that are checked "Subject" possess characteristics that qualify it to be a
stream. There may be other streams located on your property that do not show up on the maps
referenced but, still may be considered jurisdictional according to the US Army Corps of
Engineers (USACE) and the Division of Water Resources (DWR), or both.
Wetlands are evaluated by the City of Durham Planning Department. If a wetland is
suspected to exist within or in close proximity to the project area, contact Dennis Doty
([e-mail] or 919-560-4137 ext. 28252) to determine wetland setbacks.
This on-site determination shall expire five (5) years from the date of determination in this
letter. Landowners or affected parties that dispute a determination made by the City of
Durham may request a determination by DWR. An appeal request must be made within
sixty (60) calendar days of the date of this letter or from the date the affected party
(including downstream and/or adjacent owners) is notified of this letter. A request for a
determination by DWR shall be referred to them in writing c/o Karen Higgins, 401 and
Buffer Permitting Section, 1617 Mail Service Center, Raleigh, NC 27699-1617.
DWR's determination can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH
filing fee is received in the OAH during normal office hours (Monday through Friday between
8:OOam and S:OOpm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS, FedEx, etc.):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Durham — Where Great Things Happen

Stream Determination — 708 Ellis Road/RCC Project Site Page 3 of 3
Sam M. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This determination is final and binding unless, as detailed above, you ask for a hearing or
appeal within sixty (60) calendar days.
The owner/future owners should notify the City (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the
subject property (stated above). This project may require a Section 404/401 Permit for
the proposed activity or other City of Durham permit(s).
Any inquiries regarding section 404/401 permits should be directed to DWR (Central Office)
at [phone], and the USACE (Raleigh Regulatory Field Office) at [phone].
If you have any questions about the City's determination or need clarification please contact me.
Sincerely,
Travis Marion, Senior Engineering Technician
[e-mail]
[phone], x 30238
Attachments:
Table 1. Stream Feature Determination 708 Ellis Road/RCC Project Site
Consultant's USGS Map - Figure 1
Consultant's Soils Survey Map - Figure 2
Consultant's Site Map - Figure 3
Durham — Where Great Things Happen

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SOURCE: GOOGLE MAPS
VICINITY MAP
SCALE N T S
SHEETINDEX
East End Ave
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C3
EXISTING CONDITIONS
C4
SITE PLAN
C5
LANDSCAPE PLAN
N
GRADING PLAN
i'
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SITE DETAILS
P
CENTER SCM PLAN
CIO
SOUTH SCM PLAN
QeI
SCM DETAILS
C12
u'+
C13
SOUTH SCM PLAN PLANTINGS PLAN
>7
STORMWATER PROFILES
C15
�
a
STORMWATER PROFILES
C17
STORMWATER PROFILES
C18
STORMWATER PROFILES
C19
STORMWATER PROFILES
C20
STORMWATER PROFILES
C21
STORMWATER PROFILES
SOURCE: GOOGLE MAPS
VICINITY MAP
SCALE N T S
SHEETINDEX
East End Ave
P,�
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yl 4 �� gent `
0
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c
Clover Rd
S � �
MN 50{W��WGL YAPS
b
C1
COVER SHEET
C2
NOTES
C3
EXISTING CONDITIONS
C4
SITE PLAN
C5
LANDSCAPE PLAN
C6
GRADING PLAN
C7
UTILITY PLAN
co
SITE DETAILS
C9
CENTER SCM PLAN
CIO
SOUTH SCM PLAN
C11
SCM DETAILS
C12
CENTER SCM PLANTINGS PLAN
C13
SOUTH SCM PLAN PLANTINGS PLAN
C14
STORMWATER PROFILES
C15
STORMWATER PROFILES
C16
STORMWATER PROFILES
C17
STORMWATER PROFILES
C18
STORMWATER PROFILES
C19
STORMWATER PROFILES
C20
STORMWATER PROFILES
C21
STORMWATER PROFILES
C22
SANITARY SEWER PROFILES
C23
SANITARY SEWER PROFILES
C24
SANITARY SEWER PROFILES
C25
UTILITY DETAILS
C26
UTILITY DETAILS
C27
STORM DETAILS
C28
STORM DETAILS
C29
STORM DETAILS
ECO
EROSION CONTROL — NOTES
EC1
EROSION CONTROL — PHASE 1
EC2
EROSION CONTROL — PHASE 2
EC3
EROSION CONTROL — PHASE 3
EC4
EROSION CONTROL — PHASE 4
EC5
EROSION CONTROL DETAILS
EC6
EROSION CONTROL DETAILS
EC7
EROSION CONTROL DETAILS
RCC DEVELOPMENT
CONSTRUCTION DRAWINGS
708 ELLIS ROAD
DURHAM, NORTH CAROLINA
DURHAM COUNTY
FUTURE
SCM
i
/FUTURE zT
BUILDING 5 i
I �
I FUTURE BUILDING 4
C."
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RFUTURE BUILDING 3
BUILDING 2
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DEVELOPER: SCANNELL PROPERTIES
8801 RIVER CROSSING DRIVE, /300
DEVELOPER ADDRESS: INDIANAPOLIS. INDIANA 46240
ENGINEER /APPLICANT: CAPITAL CIVIL ENGINEERING
1011 PEMBERTON HILL ROAD, SUITE 203
APEX NC 27502
919-249-8587
SITE DATA:
OWNER: SCANNELL PROPERTIES /320 LLC
SITE ADDRESS: 708 EWS RD; 863 S BRIGGS AVE; 1211 PERSON ST
DURHAM, NC 27703
PIN: 0830-11-76-1927; 0830-08-78-7317, 0830-11-76-1927
PARCEL ID: 156739; 156728; 156739
DEED BOOK, PAGE OB. 8378, PG. 739; DB. 8364, PG 116
TOTAL GROSS ACERAGE: 65.6 ACRES
ZONING: IL
OVERLAY DISTRICT:NONE
DEVELOPMENT TER: URBAN
RIVER BASIN: CAPE FEAR RIVER BASIN - JORDAN LAKE WATERSHED
WATERSHED: THIRD FORK CREEK WATERSHED
WATER SUPPLY WATERSHED: NONE
OPEN SPACE: NO REQUIREMENT
BUILDING USE SUMMARY
THE PRIMARY USE FOR BOTH BUILDINGS SHALL BE A COMBINATION OF
WAREHQUSE AND OFFICE. REFER TO THE BUILDING FLGORPLAN SHEETS FOR
BREAKDOWN OF EACH USE.
IMPERVIOUS SUMMARY
EXISTING IMPERVIOUS AREA: 1,886,148 SF - 43.3 ACRES
NEW IMPERVIOUS AREA •: 1,BB6.140 SF - 43.3 ACRES
NEW IMPERVIOUS PERCENTAGE: 66%
• INCLUDES ULTIMATE BUILD -OUT
PARKING CALd1LATIONS:
PARKING REQUIREMENTS PER CITY OF DURHAM UDO•
OFFICE: (1) SPACE PER 250 SF
WAREHOUSE: (1) SPACE PER 5000 SF
URBAN TIER MINIMUM IS 90% OF REQUIRED
URBAN 71ER MAXIMUM IS 175% OF REQUIRED
BICYCLE SPACES REQUIREMENTS PER CITY OF DURHAM UDO::
OFFICE: (1) SPACE PER 500D SF
WAREHOUSE: 2% OF MV PARKING (MINIMUM OF 2)
BUILDING 1 - 410,000 SF
VEH•CLE PARKING
OFFICE: 62,000 SF REQUIRES 248 SPACES
WAREHOUSE 348,000 SF REQUIRES 70 SPACES
TOTAL SPACES REQUIRED: 318 SPACES
TOTAL SPACES PROVIDED: 316 SPACES (99X OF REQUIRED)
ADA SPACES RED.- 7 SPACES
ADA SPACES PROVIDED - 8 (8 VAN ACCESSIBLE)
BICYCLE PARKING
BICYCLE SPACES REQUIRED: 15 SPACES (13 OFFICE k 2 WAREHOUSE)
BICYCLE SPACES PROVIDED: 16 SPACES (8 RACKS)
BUILDING 2 - 144,000 SF
VEHICLE PARKING
OFFICE: 24,000 SF REQUIRES 96 SPACES
WAREHOUSE 120,000 SF REQUIRES 24 SPACES
TOTAL SPACES REQUIRED: 120 SPACES
TOTAL SPACES PROVIDED: 117 SPACES (98X OF REQUIRED)
ADA SPACES REO. v 5 SPACES
ADA SPACES PROVIDED e 5 (4 VAN ACCESSIBLE)
BICYCLE PARKING
BICYCLE SPACES REQUIRED: 7 SPACES (5 OFFICE & 2 WAREHOUSE)
BICYCLE SPACES PROVIDED: 8 SPACES (4 RACKS)
CONSTRUCTION ORAWING9 CRY OF DURRAM PURE
t58M FORT WORKS DEPARTMENT APPROVED
■ PRELIMINNP'
O DO DO 600 ■ MUNICIPAL RENEW ENGINEERING DATE
❑BIO SET STORMNATER DATE
ALE: -INCH - t0P•FEET ❑ CONSTRUCTION DOCUMENTS
TRANSPORTATION DATE
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DATE
DECEMBER 20, 2018
ISSUED FOR
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DEVELOPED PARCEL
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Culvert Design
Inlet
Inlet Type:
Square
Edge, 30 to 75 Degree Wingwall Flares
Thu Dec 20 2018
400
Ke:
0.40
----------T----------
Design Parameters
I
I
Inverts
Inlet Invert Elevation:
349.000
ft (ABOVE 12"
BURY)
Section
Outlet Invert Elevation:
348.000
ft (ABOVE 12"
BURY)
Shape:
Box
Length:
66.000 ft
Material:
Concrete
Slope:
1.52
----------
Rise: (ABOVE 12" BURY)
60.00 in
Culvert Calculation
+–––– – – – –
– –
-----I----380
Width:
78.00 in
Discharge:
201.26
cfs (100–year
storm)
Manning's n:
0.0130
Headwater Elevation:
354.27
ft
Number of Barrels:
1
Tailwater Elevation:
349.91
ft
370 ------------1--
Downstream Velocity:
16.001
ft/s
--L-----�----
370
Downstream Flow Depth:
1.93
ft
Flow Control Type:
Outlet Control, Gradually
Varied Flow
400
400
-----------
I
I
----------T----------
I
I
-----I----
I
I
390
I
I
I
I
I
I
I
I
I 390
380
----------
--
--––
+–––– – – – –
– –
-----I----380
I
PROPOSED
I
I
GRADE
370 ------------1--
—--------------
--L-----�----
370
CONCRETE END,WALL
PER NCDOT
STD
DWG 838.27
BOTH ENDS
360
I
i
i 360
----------
100' YR
I
—_
-----------------
I
—
T
----
I 1 00'YR
HEADWATER
WATER
TAIL_
354.27'
49.91'
I
'5'
350350
'_____
10YR
I —
—
+---------
i — —
HEADWATER/I
350.85'
INN=348
66'(INCL
NDWALLS)
_
x
6'x6.5' RCP
I§OX CULVERT
x
INV=347
m
®
1.152%
m
I
340U-)
I EXISTING
i
I 340
w
x
GROUND
z
x
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I
w (D
I
I
I
I
I
I
+
I
+
I
0
0
1+
PERSON ST ACCESS ROAD CULVERT PROFILE
SCALE: 1"=20' H, 1"=10' V