WQ0040919_Application (FTSE)_20190611

ESP Associates, Inc.
P.O. Box 7030 Charlotte, NC 28241
L F 3475 Lakemont Blvd. Fort Mill, S�(300AEDINCDENRIDWR
704.583.4949 (NC)
803.802.2440 (SC) l 11 f i °' I'" U�'1�'
LETTER OF TRANSMITTAL
TO:
Division of Natural Resources
---- ---- ------------ ----------------------------------------------
Mooresville Regional Office
-------------- ---------------------------------------------------
610 E. Center Avenue, Suite 301
------------------------------------------------------------------
Mooresville, NC 28115
------------------------------------------------------------------
WE ARE SENDING YOU:
WQROS
I{ OORESVILL.E FEGIONALOFFICE DATE: May 31, 2019
----------------------------
ATTENTION: Corey Basinger
ESP PROJECT NAME: Cedar Ridge at Steele Creek
------------------------------------
ESP PROJECT NO.: FW45.400
❑X Enclosed ❑ Change Order ❑ Originals ❑ CD-ROM
❑ Samples ❑ Computations ❑ Sepia(s) ❑ Under separate cover via
❑ Literature ❑ Specifications ❑ Print(s) X❑ Check #1139
❑ Copy of Letter ❑ USB Drive ❑ Set(s) of Plans
THESE ARE BEING SENT:
❑
For your approval
❑X
For your use
❑
For your review and comment
❑
For your signature
❑
For Bids Due
❑
Approved as noted
❑
Approved as submitted
❑
Approved as changed
❑
Returned for corrections
❑
Returned after loan to us
Corrected and returned
❑ As requested
BY: Courier ❑ UPS K] Mail = Other
To Whom it may concern,
Enclosed is the review fee check in the amount of $480.00 for "Cedar Ridge at Steele Creek" project. Please give me a call at
0918 if you have any questions or need any additional information.
Thank you,
Tristan McMannis
Signed & Date Tristan McMannis 5/31/2019
Signed & Date
*If enclosures are not noted, kindly notify us immediately

R ECEIVEDJNCDIrN R/DWR
JUN - 3 2010
WOROS
MOORIESVILLE REGIONAL OFFICE.
May 31, 2019
Division of Water Resources
Mooresville Regional Office
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Attn: Corey Basinger
Re: Cedar Ridge at Steele Creek
Mecklenburg County, NC
Dear Plan Reviewer:
Enclosed is a check for the fast track sewer application review fee in the amount of
$480.00 for the proposed Cedar Ridge at Steele Creek 74-unit townhome community in
Mecklenburg County.
Please contact me if you have any questions or require additional materials.
Sincerely,
ESP Associates, Inc.
Tristan McMannis, RLA
Department Manager
I:SP Associates, Inc.
P.U. Box 7030 - Charlotte, NC 28241.
1.800.960.7317 • NC: 704.583.4949, fax [phone] - SC: 803.802.2440, fax803.802."25)15
www.espassociales.com iales.com

ESP Associates, Inc.
P.O. Box 7030 Charlotte, NC 28241
3475 Lakemont Blvd. Fort Mill, SC 29708
704.583.4949 (NC)
803.802.2440(SC)
LETTER OF TRANSMITTAL
DATE: May 20, 2019
----------------------------
TO: MOORESVILZREGI gLOFFICE ATTENTION: Permit _Review ________________
Mooresville Regional Office \
------------- ----- g--------------------------------------------
Water Quality Section ESP PROJECT NAME: Cedar Ridge at Steele Creek
610 E. Center Avenue-----------------------------------IIECEIVED/NCDENR/DWR----------
Mooresville, NC 28115 ESP PROJECT NO.: FW45.400
----------------------------------------------------------------- J U N- 3 2-01 J
WE ARE SENDING YOU:
WQROS
MOORESVILLE
REGIONAL OFFICE
0
Enclosed
❑
Change Order
Q
Originals
❑
Samples
❑
Computations
❑
Sepia(s)
❑
Literature
❑
Specifications
❑
Print(s)
❑
Copy of Letter
❑
USB Drive
❑
Set(s) of Plans
1
2
1
1�
1
1
1
THESE ARE BEING SENT:
❑ CD-ROM
❑ Under separate cover via
5/20/2019 I 1 !Cover Letter
--------------,�------------------,}------
12/4/2018 5-Pages I Fast------ Tra---ck Sewer------System---------(FTA- -- 04-1---
6)
12/22/2018 I 3-Pages
:Flow Tracking for Sewer Extension App
-------------------------------
11/5/2018 1 Pages !Willingness to Serve Letter from CIA
•--------------Y----------------------------- - - - -
1 Page
8.5" x 11 " USGS
- ! 1 Page
! 8.5" x 11 " (Aerial
--------------- -r-----------------�7---------------------------------------------
5/20/2019 I 1-Sht I 24" x 36" Pr000sed
❑X
For your approval
❑X
For your use
❑
For your review and comment
❑
For your signature
❑
For Bids Due
❑ Approved as noted
❑ Approved as submitted
❑ Approved as changed
❑ Returned for corrections
❑ Returned after loan to us
BY: X❑ Courier El ups
- 1 Original & -1-Copy
lications (FTSE 10-1
-Topographic-Site-Map
) Project Location Map
Private Sewer Main Exhibit
❑ Mail
❑ Corrected and returned
❑ As requested
Other
To Whom it may concern,
Enclosed are the Fast Track Sewer System Extension Application (FTA 04-16) and supporting documents fo the "Cedar Ridge at
Steele Creek" project. A check for the review fee in the amount of $480 will be submitted under a separate cover. Please give me a
call at 803-835-0918 if you have any questions or need any additional information.
ank you,
stan McMannis
Signed & Date Tristan McMannis 5/20/2019
Signed & Date
*If enclosures are not noted, kindly notify us immediately

May 20, 2019
Attn: Plan Reviewer
NCDEQ — Division of Water Resources
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Re: Cedar Ridge at Steele Creek
Mecklenburg County, NC
Dear Plan Reviewer:
Enclosed are the required materials for permitting of a proposed private gravity sewer
main for the proposed 74-unit townhome community in Mecklenburg County. This site
is located on the west side of Steele Creek Road, adjacent to the existing Southwest
Middle School.
The existing public sewer will be extended to service the proposed buildings. Based on
the calculated use of 190 gallons per day per townhome, the project site will generate
approximately 14,060-gpd.
The proposed sewer to serve the project consists of approximately 413-linear feet of 8"
PVC Pipe and approximately 20-linear feet of 8" Ductile Iron Pipe and 12-manholes.
Sewage from the system flows in to a proposed doghouse manhole on the existing
sewer line along Steele Creek Road which ultimately flows to the McAlpine Creek
Wastewater Treatment Plant (NPDES #NC 0024970). Please contact me if you have
any questions or require additional materials.
Sincerely,
ESP Associates, Inc.
Tristan McMannis, RLA
Department Manager
ESP Associates, Inc.
P.O. Box 7030 • Charlotte, NC 28241
1.800.960.7317 • NC: 704,S83.4949, fax [phone] • SC: 803.802.2440, fax[phone]
ww"v.espas sociates.com

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: 1 V w �" I O 1 ( (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Fiorenza Properites (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Adam Fiorenza per 15A NCAC 02T .0106(b)
Title: Principal
4. Applicant's mailing address: 227 East Boulevard
City: Charlotte State: NC Zip: 28203-
5. Applicant's contact information:
Phone number: [phone] Email Address: adam&fiorenzaproperties.com
+e:raNVC'i3F /13oji/��'
WO S
LE RE NAL OFFICE
❑ Privately -Owned Public Utility
❑ Other DECEIVEDINCDENRIDWR
)UN - 32019
WQROS
MOORESVILLE REGIONAL OFFICE
II. PROJECT INFORMATION:
1. Project name: Cedar Ridge at Steele Creek
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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.109257' Longitude:-80.991566'
5. Parcel ID (if applicable): 199-511-05
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John Scott Childers, P.E. License Number: 033416
Firm: ESP Associates, Inc.
Mailing address: 3475 Lakemont Blvd
City: Fort Mill State: SC Zip: 29708-
Phone number: [phone] Email Address: schilders&espassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine WWTP Permit Number: NC 0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

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: DE)) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
® Yes ❑No ❑N/A Form: HOA will be sent under a separate cov
4. Origin of wastewater: (check all that apply):
® Residential 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: 100 - Domestic ommercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow a,b
No. of Units
Flow
Townhome
190 gal/Unit
74
14,060 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
14,060 GPD
a See 15A NCAC 02T .0114(b) Q. (e)(1)aand(e)S2) 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 14,060 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ 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"
571
SDR 35 PVC
8"
89
DIP
➢ 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
VIII. 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: N/A
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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(fj):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum se arations that shall be provided for sewers stems:
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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
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 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(gl contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305() or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(cl(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(cl(61, 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 ® N/A
➢ 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

1 ,
X. CERTIFICATIONS:
1. 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:
I, John Scott Childers, PE attest that this application for
(Professional Engineer's name from Application Item III.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, 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date: .0%, AR
AL
033416
' LICENSE NO.: .� =
N
F-1407 �!GINE,.X,TT
O�o s�
ti
(rA. ........................ �ry'IUVVVW A.0...........1�1.....,
3. Applicant's Certification per 15A NCAC 02T .0106(b): 111004,166
�12
I Adam Fiorenza, Member attest that this application for
(Signature Authority's name & title from Application Item I.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. 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 to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: 12� { I (g .
FORM: FTA 04-16 Page 5 of 5

=. LIMITED LIABILITY COMPANY ANNUAL REPORT
Via.' • � v1'
10/2017
NAME OF LIMITED LIABILITY COMPANY: Fiorenza Properties, LLC
SECRETARY OF STATE ID NUMBER: 1478757 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: gn1 q
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Fiorenza Properties, LLC
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
1478757
CA201910602808
4/16/2019 10:02
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
227 East Blvd
Charlotte, NC 28203 Mecklenburg County
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
227 East Blvd
Charlotte, NC 28203
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
227 East Blvd
Charlotte, NC 28203
227 East Blvd
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
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Adam R. Fiorenza NAME:
TITLE: President TITLE:
ADDRESS: ADDRESS:
301 Fieldbrook Place
NAME:
TITLE:
ADDRESS:
Charlotte, NC 28209
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Adam R. Fiorenza 4/16/2019
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Adam R. Fiorenza President
Print or Type Name of Company Official Print or 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

`Divl ton of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: ESP Associates, Inc.
Project Name for which flow is being requested: CEDAR RIDGE AT STEELE CREEK
More than one FTSE may 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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NCo024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 13.14
e. WWTP facility's actual avg. flow 64.333
f. Total flow for this specific request 0.014
g. Total actual and obligated flows to the facility 77.487
h. Percent of permitted flow used 78.3
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.
Steele Creek
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Firm
Daily Flow**
Current
Tributary
Flow Plus
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
7.90
3.16
4.135
0.843
4.978
-1.818
* 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.
*** 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): SS Along Walker Branch & Sledge Rd.
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Keri Cantrell 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.
Signing Official Signature
Chief Engineer
Title of Signing Official
12/22/2018
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
16.93 % and 0.843 MGD of the Available Capacity (E) in Pump Station
Steele Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.843 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Steele Creek LS Replacement and FM Relocation is in design or under construction with
planned completion in April 2019 ; and/or
d. The following applies:
The Steele Creek Pump Station Replacement Project will provide a new regional facility capable of handling
build -out flows for tributary basins and includes a new 30-MGD pumping station, approximately 35,000 LF of
36-inch diameter force main, demolition of the existing pump station, and other additional work. The Steele Creek
Pump Station Replacement Project is approximately 90% complete, with substantial completion expected by
April of 2019.
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.
Y cSG3� 12/22/2018
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

CHARLOTTE
W6TER
November 5, 2018
Mr. Tristan M. McMannis
ESP Associates, Inc.
P.O.Box 7030
Charlotte, NC 28241
SUBJECT: WILLINGNESS TO SERVE
CEDAR RIDGE AT STEELE CREEK
13608 STEELE CREEK ROAD, CHARLOTTE, NC
After an analysis of the sanitary sewer system associated with the proposed design of project
CEDAR RIDGE AT STEELE CREEK, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow at the connection point(s) indicated on the submitted utility
site plan.
Please note that availability of flow is subject to change, and this Willingness to Serve review does
not guarantee future capacity. Further review of this project through the Charlotte Water Capacity
Assurance Program is required prior to the acceptance of the proposed flows. Please contact New
Services at 704-432-2854 for official submittal guidelines to the Capacity Assurance Program.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not an authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 chadottewater.org
Operated by the City of Charlotte

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