WQ0045857_Application (FTSE)_20241001

Intracoastal Engineering PLLC
vjeGeived
OCT 012V
September 3oth, 2024
NCDEC Oti�Ce
,,,,,ngton Reg'onai
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: FKC Flex and Storage
PN 2023-004
Dear To Whom It May Concern,
Please find enclosed (1) original and (1) copy of Fast-Track Application for SS
Main Extensions, (1) fee check ($600.00), (1) Sewer Narrative, (1) USGS Topographic
Map, and (1) Sect. of State Document.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, P.E.
5725 Oleander Dr. Unit E-7 Wilmington,NC 28403(910)859-8983

09/30/24 PN 2023-004
Sewer Narrative
FKC Flex and Storage
i
New Hanover County, NC
f
FKC Flex and Storage project is proposed to occupy two vacant parcels totaling
4.65 acres. The project is located on the north side of Old Wrightsboro Rd. approx. 0.20
miles southeast of the intersection of Old Wrightsboro Rd. and N. Kerr Ave. in New
Hanover County, NC. The project proposes the construction of three buildings
consisting of two self-storage buildings (only one of which will have sewer or water
service), and one building containing offices and warehouse flex space served via a
proposed Private 6" SCH-40 PVC sanitary sewer main. The requested flow will be for
1,05o GPD (25 gpd/employee/shift @ 3o Employees + 1 gpd/mini storage unit @ 300
units). This flow will be routed to an Existing MH located within the Old Wrightsboro j
Rd. public Right of Way by means of a Private 6" SCH-40 PVC sanitary sewer main and
two 6" gravity services proposed for this site. We are proposing to tie to this existing
manhole where the receiving downstream sewer size is a xo" line. The flow will
ultimately reach the James A. Loughlin (NSWWTP) treatment plant WWTF Permit No.
NCo023965. Stormwater Runoff from this site is routed to U.T. to Smith Creek,
classification C;Sw, Index# 1$-74-63.
i
I
E

State of North Carolina
Department of Environmental Quality
D.WR Division of Water Resources
Dlvlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Fisher and Killebrew Capital, LLC
Project Name for which flow is being requested: FKC Flex and Storage
More than one FTSE nnay be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. 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
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 5.097
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.001050
g. Total actual and obligated flows to the facility 15.759
h. Percent of permitted flow used 98.5
11. 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pfl, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
62 WQ0035123 1.382 0.553 0.090 0.254 0.345 0.208
97 N/A 0.288 0.115 0.059 0.030 0.089 0.026
* The Firm Capacity(design flow)of any pump station is defined as the maximum pumped flow
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
(pi)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 1 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.
e I hebPi e 06/11/2024
Jeff The6rge(Jun 11,202 08:30 EDT)
Signing Official Signature Dale
Engineering Manager
Title of Signing Official
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
DW Division of Water Resources
ON=, M IMF R
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: W kQ V��- ) ?(to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
I. Applicant's name: Fisher&Killebrew Capital,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:Emil. Fisher per 15A NCAC 02T.0106(b)
Title: Member/Manager
4. Applicant's mailing address:1108 East BIvd.
City:Charlotte State:NC Zip:28203-
5. Applicant's contact information:
Phone number: 704 778-8786 Email Address:[e-mail]
II. PROJECT INFORMATION:
I. Project name:FKC Flex&Storage
2. Application/Project status: ® Proposed(New Permit) ❑ Existing Permit/Project
If a modification,provide the existing permit number: WQ00 and issued date: ,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
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: 34.287'Longitude:-77.908'
5. Parcel ID(if applicable): R03300-004-005-000.R03300-004-006-000(or Parcel ID to closest downstream sewer)
I I I. CONSULTANT INFORMATION:
l. Professional Engineer: Charles Cazier License Number: P-0662
Firm: Intracoastal Engineering, PLLC
Mailing address:5725 Oleander Dr.
City: Wilmington State:NC Zip:28403-
Phone number:[phone] Email Address:CharlieAintracoastalenLineering.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name:James A. Loughlin(NSWWTP) Permit Number:NCO023965
Owner Name:Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving)Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS Owner Name(s):
FORM: FTA 06-21 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an I IOA/POA Operational Agreement FORM: HOA and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑ Car Wash
❑ Residential(Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑Church ❑ Swimming Pool/Filter Backwash
® Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: % Domestic 100%Commercial % Industrial (See 15A NCAC 02T.0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC:02T.01 14 f ? [] Yes ®No
➢ If Yes, provide a couv of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(1)) Daily Design Flow e•h No.of Units Flow
General Business&Office 25 gal/employee/shift 30 750 GPD j
Min Storage Facility 1 gal/unit 300 300 GPD
gal/ GPD
gal/ GPD
gall GPD
gall GPD
Total 1,050 GPD
a See 15A NCAC 02T .01 14(b), (d). (e)(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.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 14]shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
S. Wastewater generated by project: 1.050 GPD(per 15A NCAC 02T .01 14
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
i
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 06-21 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
l. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 20 SCH-40 PVC
➢ Section 11& 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 requirements is not allowed and a violation of the MDC
VI11. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:_Nk-0
2. Approximate Coordinates(Decimal Degrees): Latitude: 0Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(t)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 021".0305(t)&(r)? ® Yes [:]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems: [
Setback Parameter* Separation Required f
Storm sewers and other utilities not listed below(vertical) 18 inches
ZWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
ZWater 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-I waters of Class I or {
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 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 associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 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
➢ If noncompliance with 02'T.0305(fl or(g).see Section X.1 of this application
*15A.NCAC 02"T.0305(a)contains alternatives where separations in 02'T.0305(f)cannot be achieved. Please check"yes" !
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC"Surface Water Classifications Lye
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑Yes [:]No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200`? ❑ Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 28.0202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ❑Yes ®No
or 401 Water Quality Certifications? f
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC:02'T.0105(c)(6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC;023".0105(c)(6 ,directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/confliet boxes require a variance approval.
➢ 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 permittee's individual System-Wide Collection permit.
FORM: FTA 06-21 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the anproval of the permit and projects requiring a variance approval may be subject to loneer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
sienificant portion of the project,the full technical review is required
2. Professional Engineer's Certification:
1,Charles D.Cagier,P.E.,attest that this application for FKC Flex&Storage
(Professional Engineer's name from Application Item I11.1.) (Project Name from Application Item 11.1)
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,
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 143-215.613, 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$25,000 per violation.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC;,qIR7,01)
..........................tea ... ...... llf� ,
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North Carolina Professional Engineer's seal,signature,and date: ``�Ol• ''Vol
SEAL s
032555 s
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
I,Emily Fisher ,attest that this application for FKC Flex&Storage '
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included,this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included,this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not ceed$ ,000 as well as civil penalties up to$25,000 per violation.
Signature: Dater 2
FORM: FTA 06-21 Page 5 of 5

LIMITED LIABILITY COMPANY ANNUAL REPORT
Ilb12022
NAME OF LIMITED LIABILITY COMPANY: Fisher & Killebrew Capital, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 2483866 STATE OF FORMATION: NC E-Filed Annual Report
2483866
REPORT FOR THE CALENDAR YEAR: 2023 CA20232/912023 00:158
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Fisher, Emily A
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS &COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
1108 East Boulevard 1108 East Boulevard
Charlotte, NC 28203-5706 Mecklenburg County Charlotte, NC 28203-5706
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Holding
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
1108 East Boulevard 1108 East Boulevard
Charlotte, NC 28203 Charlotte, NC 28203
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business
I
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Emily A. Fisher, CPA NAME: NAME:
i
TITLE: Managing Member TITLE: TITLE;
i
ADDRESS: ADDRESS: ADDRESS:
1108 East Boulevard
Charlotte, NC 28203
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Emily A. Fisher, CPA 2/9/2023
SIGNATURE DATE
Farm must be signed by a Company Official listed under Section C of This form.
I
Emily A. Fisher, CPA Managing Member
Print or Type Name of Company Official Print of Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

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