WQ0045561_Application (FTSE)_20240620 (2)

Burd, Tina 1
From: Burd, Tina J
Sent: Wednesday, June 26, 2024 11:10 AM
To: [e-mail]; [e-mail]
Cc: Cocanower,Jordan M;Tharrington, Tom
Subject: WQ0045561 - Uhaul Market St Sewer
The Wilmington Regional Office of the Division of Water Resources,Water Quality Operations Section received the Fast
Track Sewer System Extension Application (FTA) and $600.00 fee for the subject project on June 20, 2024. The project
has been assigned to Jordan Cocanower, cc'd. Please note that the FTA has been revised and requests the applicant to
identify if this project is ARPA funded. If you omitted this information from the FTA, please contact Bryan Lievre, email
below, so that we can update our records. Otherwise,you will be contacted by the applicable staff member if additional
information is needed.
Staff Reviewer Counties Served Contact Information
Tyler Benson Brunswick, Columbus, Duplin & Pender tyle•r Benson@decJ_j. ,�E v_
Jordan Cocanower Carteret, New Hanover&Onslow [e-mail]
Bryan Lievre All -ARPA Projects Only an.lie-v_re0de_q_nc.gov
Tom Tharrington All-Coordinator, Please Copy on All Emails [e-mail]
1. Please provide a copy of the entire application in digital format to your assigned reviewer indicated above. The
application and drawings should be provided as separate files.
2. Please indicate in the subject line of the email the permit number(if available), name of the project, and county
where the project is located.
Please be advised that the construction of the proposed activities may not commence until the sewer permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office I
Division of Environmental Assistance &Customer Service
Phone [phone]
New email: [e-mail]
NCDEQ
i
Wilmington Regional Office
127 Cardinal Drive Ext,
Wilmington, NC 28405 j
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,MCMM&CREED LETTER OF TRANSMITTAL
Mailed DATE: 6/20/2024
'" NCDEQ PROJECTNO: 05405-0017 TASK NO: 4
127 Cardinal Drive Ext. RE: Uhaul Market Street
Wilmington, NC 28405 Sewer Permit Submittal
ATTENTION: Tyler Benson TRANSMITTAL NO: PAGE 1 OF 1
WE ARE SENDING: ®Originals ® Prints ❑ Shop Drawings ❑ Samples
❑Specifications ❑ Calculations ❑ Other -
FQuantityTDrawing No. Rev. Description Status
1 Sanitary Sewer Narrative G
1 10-23 FTA Form G
1 Flow Tracking Application G
1 Vicinity and USGS Quad Map G
1 NCSOS Documentation G
1 $600 Application Fee Check G
1 CD copy of files G
Issue Status Code: A.Preliminary B. Fabrication Only C.For Information D.Bid
E. Construction F.For Review&Comments G.For Approval H.See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend &Resubmit 5. Rejected-See Remarks
REMARKS:
Please send response to Hunter Atkins [e-mail] and Richard Collier [e-mail]
243 NORTH FRONT STREET,WILMINGTON,NC 28401(910)343-1048 FAX[phone]
cc: File,McKim&Creed,Inc. w/enc McKIM & CREED, INC
ReCeived
Signed 4: ,�
JUN 2 0 2024 Hunter Atkins
NCDEQ
Wilmington Regional Office

Uhaul Market Street
New Hanover County
June 2024
Amerco Real Estate Company is proposing to improve an existing Uhaul facility by removing
two buildings and constructing two new buildings. The Uhaul project boundary consists of
approximately 6.43 ac. The site is bound to the North by commercial and residential property,
to the West by Market Street, and South and East by residential and commercial property.
The nature of this FTA submittal is to permit a private sewer extension consisting of a gravity
sewer system collecting flow from three buildings and tying into an existing gravity sewer
system. Amerco Real Estate Company requests 1,491 GPD wastewater allocation produced by 3
buildings. One building is designated office/retail equaling 277 GPD. Another building is a U-
box storage warehouse equaling 200 GPD. The last building is a self storage building utilizing
1014 GPD.The combined flow from the three buildings equals 1,491 GPD.
The contractor for Amerco Real Estate Company will install a 6" gravity sewer system and tie
into a gravity sewer system that is maintained by Cape Fear Public Utility Authority, permit
number WQ0023468. Amerco Real Estate Company will own and maintain the private sewer
extension.
This sewer system extension is designed in accordance with NCDEQ minimum design criteria,
adhering to horizontal and vertical clearance requirements. The sewer system will be certified
in accordance with state regulations and the permit conditions.
REGElV.EJUMCMNROWR
Water Oualty Regional
Operations Section
Wilmington Regional Office
1:\05405\0017\ENG\40-Permit\02_NCDEQ-Sewer\3_Documents\Sanitary Sewer Narrative.doc

v
v MCKIM&CREED
v
July 24, 2024 M&C 05405-0017 (10)
Jordan Cocanower
Biological Engineer
NCDEQ DWR
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: WQ0045561 (U-Haul Market St/Wilmington NC) Request for Additional Information
Dear Mr. Cocanower,
In response to your 7/9/2024 email comments received regarding the UHAUL Project; we offer the
following responses:
1. Mr. Marcus Ezell is listed as the signatory for Amerco Real Estate Company. Because Mr. Ezell
is not listed on the NCSOS as a manager, please provide documentation that Mr. Ezell has
signature authority. Written approval from the president as listed in the NCSOS will suffice.
Response: Mr. Marcus Ezell has directly responded to this comment via email.
2. 277 GPD has been allocated to the office building as stated in the FTA. Please describe the
purpose of this office building and the corresponding flow/unit as found in the .02T Rules. If
using historical flow data, please provide.
Response: The building allocation was determined based on a combination of retail space and
office space. Two employees work in the building each day, based on general business/ office/
factories. Accounting for 25ga1/day x 2 employees = 50GPD. Then used the retail portion of the
building (2,266sf) as Stores and shopping centers without food service. Accounting for
226611000sf x 100 = 227GPD. Combining the 50GPD + 227GPD for a total of 277 GPD.
Sincerely,
McKIM & CREED, INC.
•C� I
1
I
Richard Collier, PE
Vice President
cc: Project File 05405-0017
243 North Front Street, Wilmington, NC 28401 910.343.1048 Fax, 910.2S1.8282 www,mckinicreed.corn

AMERCO.
REAL ESTATE COMPANY
2727 N.CENTRAL AVE.,PHOENIX,AZ 85004
PHONE:[phone].FAX:[phone].EMAIL:[e-mail]
July 17t', 2024
RE: Letter of Authorization
U-Haul Moving $ Storage of Porters Neck
7710 Market St., Wilmington, North Carolina 28411
To Whom It May Concern:
Please be advised that Amerco Real Estate Company, a Nevada corporation, owners of
the above-listed property, authorize local U-Haul Co. of Southern Atlantic Coast contact
Marcus Ezell to act on behalf of Amerco Real Estate Company, as an authorized
representative to sign and submit non-binding documents; including but not limited to
the sewer extension application.
Sincerely,
Wesley Chadwick
Assistant Secretary
STATE OF ARIZONA §
COUNTY OF MARICOPA §
The foregoing instrument was acknowled end before me by means of/physical
presence or ❑ online notarization, this day of MAV , 2024, by
the( ^4- Co--&.}7�YV_ of A erco Real r Elate
Compan a Nevada corporation, on behalf of said corpor tion. He (check one) t��► is
personally known to me or( ) has produced a valid driver's license as identification.
VALEFIIA C.RODRIGUEZ
NorARY PUeuc.Awz+orrA
fAAFtICQPACOUNN
C4MMISSMN#IB24449
MY CommlS3ION F7tRIRE$
M APe H 30,2026
Notary Public, State of Arizona

UHAUL MARKET ST
7710 MARKET ST, NEW HANOVER,NC 28411
NEW HANOVER COUNTY, NC
FAST TRACK APPLICATION NARRATIVE
Prepared for:
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DR
WILMINGTON,NC 28403
Prepared by:
v MCMM&O?XED
v
243 North Front Street
Wilmington, NC 28401
[phone]
Project #05405-0017 (40)
June, 2024 RECEIVED/NCDENR/DWR
JUN 2 0 2024
Water Ouaky Regional
Operations Section
Wilmington Regional Office
FTA Narrative

VI. 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 Horne/Property Owners'Association,has an HOA/POA Operational Agreement(FORM,HOA)and
supplementary documentation as required by ISA NCAC 02T.0I 15(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. Has a flow reduction been approved under 15A NCAC 02T.0114(f) ❑Yes ®No
➢ If yes,provide a cony of flow reduction approval letter with this apnlicat_lon
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,n No.of Units Flow
SCC e4i!49 Retail/Office Building 277 gal/day 1 277 GPD
Ubox Building 100 gal/bay 2 200 GPD
Self Storage Building 1 gal/unit 1014 1014 GPD
gall GPD
gal/ GPD
gal/ GPD
Total 1491 GPD
a See l SA NCAC 02T .0114(b). (d).(c)(I) and(e)(2)for caveats to wastewater design flow rates(i.e. 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.01 t4(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 I ] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 1491 GPD(per 15A NCAC 02T.0114 and O.S. 143-215.1)
➢ 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 pert-nits 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 Pen-nit Number: _ Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected RECEIVED/NCDENR/DWR
❑ Other(Explain): JUN 2 0 Zru.'4
Water Quality Regional
Operations Section
Wilmington Regional Office
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T ,0305& MDC (Gravih,Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
6" 1180 PVC
6" 30 DIP
➢ 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
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude:- °
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 2.01C.1.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I):
❑ 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 docurnentation 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 10-23 Page 3 of 5

1X. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(Q&(Q? ®Yes ❑No
1 SA NCAC 02T.0305(f)contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical-water over sewer preferred,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-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I 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) F 36 inches
➢ If noncompliance with 02T.0305(_fl or(g),see Section X.1 of this application
*15A NCAC 02T.0305,(g)contains alternatives where separations in 02T.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 webpage
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 0213.0200? ❑ Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does die project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0I05(c)(6)(additional permits/certifications)? ® Yes ❑ No
Per l5A NCAC 02T.0I05(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,stormwatcr management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" [:]Yes ®No
Per I$A NCAC 02'r.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/conflict 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 10-23 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 approval of the permit and pr•oiects requiring a variance approval may be subject to longer
review times For protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect,the full technical review is required.
2. Professional Engineer's Certification:
I Richard Collier ,attest that this application for. Uhaul Market Street
(Professional Engineer's name from Application item 111.1.) (Project Name from Application Item IT.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,
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.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 56.0701)
.................�...�... .t7.r '.;;!.........._......� '
North Carolina Professional Engineer's seal,signature,and date: .,
RECEIVED/NCDENR/DWR Z ;•Q ✓�� y r
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JUN 2 0 2924 = 022574P
;cy ��•��:':
Water Quallty Regional FNG�N•• ��•` ,
Operations section �•N) M.•G,,�` I
Wilmington Regional office �•r r.ry. .�. ..._.�..A.... ....
3. Applicant's Certification per 15A NCAC 02T .0106(b): d
I Marcus Ezell ,attest that this application for Uhaul Market Street
(Signature Authority Name from Application Item 1.3 J (Project Name from Application Item it.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 all 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 requited supporting information and attachments are not included, this application
package will be recurred 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 to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: �A�3�—
FORM: FTA 10-23 Pagc 5 of 5

State of North Carolina
Isamh
Department of Environmental Quality
Mar
DWI% Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Amerco Real Estate Company
Project Name for which flow is being requested: U-Haul Market Street
More than one FTSE may be required far a single project if the o►vuer 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
A11 flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 5.096
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.001491
g. Total actual and obligated flows to the facility 15.758
h. Percent of permitted flow used 98.5
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:
(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/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
89 WQ0013551 14.583 5.833 4.177 2.100 6.277 -0.444
79 N/A 0.720 0.288 0.243 0.039 0.283 0.005
* 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
(pf) not less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
Planningconnection Addendum itNCoENR/pwRbetwenthe project pont and the WWTP where the Available Capacity is<O
—
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority SUN 2 U 2024
Downstream Permit Number: WatrQoperat�aNtrR ;o
Wihmngtonlons Sfttio�al
ton Re9lona1 Once
Page 1 of 6
FTSE 10-18

Ili. 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 -Ihebev e 06/10/2024
Jeff Theberge(Jun 10,202 16:41 EDT)
Signing Official Signature Dale
Engineering Manager
Title of Signing Official
Page 2 U 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station(Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
33.5 %and 2.1000 MGD of the Available Capacity(E)in Pump Station
PS 89 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
N/A MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity,namely
N. College Road Force Main and PS is in design or under construction with
Upgrades
planned completion in 2026 ;and/or
d. The following applies:
CFPUA has a funded Capital project to install a new 16-inch,20-inch, and 24-inch force
main along North College Road. This new force main will discharge into a new CFPUA
pump station that will repump this flow and send it directly to the wastewater treatment
plant. This new force main will replace an existing force main and redirect flow around
PS 89.This will reduce the overall average daily flow at PS 89 leaving adequate capacity
for this project.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
17h�7,,LQ, e 06/10/2024
lie
Jell The erne IJun l0,7021 :Il EDT)
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

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7/17/23, 11:30 AM North Carolina Secretary of State Search Results
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an Amended a Annual Report form
Business Corporation
Legal Name
Amerco Real Estate Company
I
Information
Sosld: 0296175
Status: Current-Active O
Date Formed: 11/4/1991
I
Citizenship: Foreign
1
State of Incorporation: NV
Fiscal Month: March
Annual Report Due Date: July 15th
Currentgnnuat Report Status:
Registered Agent: CT Corporation System
Addresses
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/2

7/17/23, 11:30 AM North Carolina Secretary of State Search Results
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 2727 N. Central Avenue
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417 Phoenix, AZ 85004-1120
Principal Office
2727 N. Central Avenue
Phoenix, AZ 85004-1120
Officers
Treasurer President Assistant Treasurer
Jason A Berg Matthew F Braccia Tobias C Bridgeman
2727 N. Central Ave. 2727 N Central Avenue 5555 Kietzke Ln, Suite 100
Phoenix AZ 85004 Phoenix AZ 85004 Reno AZ 85004
Assistant Secretary Secretary Assistant Treasurer
Wesley Chadwick Laurence J De Respino Kevin J. Harte
2721 N Central Avenue 2727 N Central Ave 5555 Kietzke Ln, Suite 100
Phoenix AZ 85004 Phoenix AZ 85004 Reno AZ 85004
Assistant Secretary
Randal W Studer
2727 N. CENTRAL AVENUE
Phoenix AZ 85004
Stock
Class: 99 SEE CERT
Shares: 0
Par Value 0
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 2/2