WQ0042384_Application (FTSE)_20210419

Central Files: APS _ SWP
3/16/2021
Permit Number WQ0042384 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions A Individual
Primary Reviewer
tyler.benson
Coastal SWRuIe
Permitted Flow
Facility
Facility Name
nCino Office Building Phase 2 Private Sewer
Location Address
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name Owner Type
Cloud Real Estate Holdings LLC Non -Government
Owner Affiliation
Raiford G. Trask III
1201 Glen Meade Rd
Dates/Events Wilmington NC 28401
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/10/2021 `t . (1 _-ZA
Regulated Activities Requested /Received Events
Additional information requested
- Additional information received

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
March 9, 2021
NC DEQ
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application (Private)
nCino Phase 2 - Building
6760 Parker Farm Drive
New Hanover County
N&T Project No. 21001
Dear Sir or Madam:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.I.
,MAR I f 2Q2e
uV611JA!NGT'nRi p(;
Enclosed is one (1) original application form, one (1) copy of the Sewer Narrative, one (1) original
Flow Tracking / Acceptance Form (FTSE 10-18) from the Cape Fear Public Utility Authority, one
(1) 8 Y2 x 11 color USGS Topographic Map, one (1) site plan (ledger size) and a $480.00 check
for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Jo n S. Tunstall, P.E.
JST/asn
21001 03-09-21-s-swr-Itr (private)
Enclosures
cc: Gardner Noble, Marcela Lauria-White, & Tammy Spivey / Trask Land Co. (by E-Mail Only)
NCBELS License C-3641

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: V 6604 l)-�Ftl (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cloud Real Estate Holdings, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Raiford G. Trask, III per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 1201 Glen Meade Road
City: Wilmington State: NC Zip: 28401-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: nCino Phase 2 - Building
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 3*14" Longitude: -°
5. Parcel ID (if applicable): R05000-003-192-000 3t­i ,--y- LIL(SL- TV), V 33 N
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John S. Tunstall, P.E. License Number: 19851
Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing address: 2602 Iron Gate Drive, Suite 102
City: Wilmington State: NC Zip: 28412-
Phone number: [phone] Email Address: itunstallknteneineers.com & anorrisgntengineers com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside WWTP) Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 04-16 Page 1 of 5

Vt. GENERAL REQUIREMENTS
%-V *5-io i
(go - b 3 - I vlLl)
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
D Yes E]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a DcvrJg='sQga4iona1 Agreement (FORM: DEVI been attached'?
El Yes FlNo ZN/A
3. If the Applicant is a Hoglpfflt(Wx:ty QwnersAgociation, has an Operational Agreement (FORM: HOA) been attached?
0 Yes []No NN/A
4. Origin of wastewater (check all that apply):
F1 Residential Owned n Retail (stores, centers, malls) El car wash
n Residential Leased El Retail with food prepamtion/service 0 Hotel and/or Motels
n School / preschool / day care n Medical / dental/ veterinary facilities [:1 Swimming Pool /Clubhouse
n Food and drink facilities [I Church El Swimming Pool/Filter Backwash
[K Businesses / offices I factories n Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A N!aAC 02T .0 103(20 )
,, Is there a Pretreatment Program in effect? El Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T,01 140)? F1 Yes F1 No
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 221.0114LW
Daily Design Flow
No. of Units
Flow
Office Building
25 gal/DAY
648
16,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
16,200 GPD
a See 15A NQkC 02T Q I 14(h), (dJ (gX 1) and(e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02101.14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 16,200 GPD (per 15A NCAC 02T .0114)
);- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why.
n Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
n Flow has already been allocated in Permit Number:
n Rehabilitation or replacement of existing sewer with no new flow expected
[] Other (Explain): -
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 30' C900 DR18 PVC
KT waloel
(4v 63-c5-�-0
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

dX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f)_& (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(D or gJ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
❑ Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
attest that this application for
Professional Engineer's name froin Application Item I11.I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:\A 1CA + .�
EAL
••� 198 1 \
r` r
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1,tl � r) s AI
that this application for
(Signature Authority's namd & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes
statement, representation, or certification m
include a fine not to exceed $10,000 as we as c
Signature:
and 143-215.6B, any person who knowingly makes any false
package shall be guilty of a Class 2 misdemeanor, which may
up to $25,000 per violation.
Date: —�
FORM: FTA 04-16 Page 5 of 5

R7 -..t of i
C} 03-16,JA)
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resoumes Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Cloud Real Estate Holdings, LLC
Project Name for which flow is being requested: nCino Phase 2 - Building
More than one ME may be required far a single project , jthe owner of the WWTP is not responsible for elf pump
suns along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
All}lows are in MGD
16.000
3.713
10.661
f. Total flow for this specific request 0.016200
g. Total actual and obligated flows to the facility 14.390
h. Percent of permitted flow used 89.9
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump Pump
Station Station
(Name or Permit
Number) No.
35 N/A
(A)
(D)
Design
Average
Approx_
Firm
Daily Flow* *
Current
Capacity, *
(Firm / pi),
Avg. Daily
MGD
MGD
Flow, MGD
9.100
3.309
2.217
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity"**
0.831
3.047
0.262
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number:
Page I of 6
FTSE 10-18

III. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Official
Engineering Manager
Title of Signing Official
3/16/2021
Date
Page 2 of 6
FTSE 10-18

Hunkele, Dean
From: Amy Norris <[e-mail]>
Sent: Tuesday, March 16, 2021 8:S0 AM
To: Hunkele, Dean
Cc: [e-mail]; David Dailey; John Tunstall
Subject: [External] nCino Phase 2 - Building (N&T #21001)
Attachments: Revised App, USE & Flow Letter for DEQ - 03-16-2021.pdf
Dean,
You received the State Private Sewer Permit application submittal package on March 10, 2021. We
discovered yesterday that when we finalized our plans, we failed to revise the permit application for the correct
GPD (16,200 GPD). We contacted the CFPUA & they revised their flow letter & the DEQ FTSE form. Please
replace the attached revised documents (revised Pg. 2 of 5 of the sewer permit application, revised DEQ FTSE
form, & the revised Pg. 1 of the CFPUA Flow letter) in our submittal package you are reviewing.
Thanks,
Amy
Amy S. Norris I Office Manager t Executive Administrative Assistant
NORMS & TUNSTAU
CONSV TING ENGDiJRS PC.
2602 Iron Gate Dr., Suite 102, Wilmington, NC 28412
910-343-9653 (Ext. 1) 1 910-343-9604 (F)
anorrisCaD_ntengineers.com
www.ntengineers.com
Hours: M-Th 8:00 AM - 5:30 PM & Friday 8:00 AM - Noon
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc.
that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party
receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in
electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes
no representations as to the usability or readability of documents resulting from the use of software application packages, operating
systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall
Consulting Engineers, Inc. in the preparation of such data.

3/16/2021 34°14'04.0"N 77'50'02.0"W - Google Maps
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[c7fi[:�AKIM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Cloud Real Estate Holdings, LLC
Information
Sosld: 2063902
Status: Current -Active O
Date Formed: 10/9/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Rogers, Hill
Addresses
Mailing Principal Office
1201 Glen Meade Road 1201 Glen Meade Road
Wilmington, NC 28401-7337 Wilmington, NC 28401
Reg Mailing
1201 Glen Meade Road
Wilmington, NC 28401-7337
Company Officials
Reg Office
1201 Glen Meade Road
Wilmington, NC 28401-7337
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Raiford G Trask , III
1051 Military Cutoff Rd, Suite 210
Wilmington NC 28405
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/1

SEWER NARRATIVE
nCino Phase 2 - Building
6760 Parker Farm Drive
Wilmington, North Carolina
For
Cloud Real Estate Holdings, LLC
1201 Glen Meade Road
Wilmington, NC 28401
[phone]
19861� `
✓.'��GINEE�'I� Q':
March 2021
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, North Carolina 28412
[phone]
[phone] (Fax)
License # C-3641
N&T Project #21001 (Private)

NARRATIVE
SEWER SYSTEM:
This private gravity system is designed to serve the nCino Phase 2 — Building
located at 6760 Parker Farm Drive in Wilmington, NC. GPD will total FrUUO'--GPD (25
GPD x nits) for the building. A total of 30 LF of 8-inch C900 DR18 PVC sewer line
will beTNed to complete the system. This new system will not require a pump
station. It will connect into an existing manhole in the existing public Parker Farm Drive
right-of-way.
This system will be served by the Cape Fear Public Utility Authority.

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