WQ0040553_Application (FTSE)_20190104

Landworks Design Group, P.A.
7621 Little Avenue,Suite 111 Tel:[phone]
Charlotte, NC 28226 Fax:[phone]
Memorandum
Date: December 18, 2018
To: NCDEQ
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: McAlister Court
Job#: 16081
Re: McAlister Court Private Sewer
On behalf of SCBP Development Inc. we are submitting a Fast-Track Application (FTA 04-16) for
gravity sewers for the construction of"McAlister Court" private sanitary sewer and related
appurtenances.
• Project Narrative
■ (2) Copies of completed application FTA 04-16
a Corporation Documents for SBCP Development Inc.
• Flow Acceptance letter
• Area Map
• Street Level Map
• $480.00 fee
Appropriate forms have been signed by the proper representatives.
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we could aid in your review, please feel free to contact me at 704.841.1604.
Regards,
Landworks Design Group, PA.
Steven S. Wilson, PE
P:12016 Jobs116081-Steele Creek Office-Daycare-LigonlPermit Submittals&ApprovalslUtility SubmittalslPrivate Sewerll_16081 DENR
Private Sewer Submittal Memo-Cover letter.docx

Landworks Design Group, P.A.
7621 Little Avenue,Suite 111 Tel:[phone]
i Charlotte, NC 28226 Fax:[phone]
Project Narrative
Date: December 21, 2018
To: NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: McAlister Court
Job#: 16081
Re: McAlister Court Sanitary Sewer Narrative
The proposed McAlister Court consists of a private Child Day Care Facility.
This project will consist of approximately +/-86 LF-8" private gravity sewer and related
appurtenances, which will connect to an existing 8" public gravity sanitary sewer on near the
rear of the site that exits the site to the East.
The estimated sewage flow from this project is 5,125 gpd based on the following calculations;
205 students/staff @ 25 gpd/person +
= 5,125 gallons per day.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE
P:12016 Jobs116081-Steele Creek Office-Daycare-LigonlPermit Submittals&ApprovalslUtility SubmittalslPrivate Sewer12 16081 DWQ-
Fast Track Narrative.docx

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans,specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T.0300,Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC I.0100;
➢ Projects that do not meet any part of the minimum design criteria(MDC)document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank-effluent pumps(STEPS)or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems(e.g.force mains);
➢ Vacuum sewer systems.
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time,and may result in return of the application. Unless otherwise noted,the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter(Required for All Application Packages):
® List all items included in the application package,as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served,flow allocation required,etc.
➢ If necessary for clarity,include attachments to the application form.
C. Application Fee(All New and Major Modification Application Packages):
® Submit a check or money order in the amount of$480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track(Form: FTA 04-16)Application(Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions,attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company,provide documentation it is registered for business with
the North.CaroIina Secretary of5tate.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters,agreements,etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15iA NCAC 02T.0106 b .
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T.0106(b).
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form(Form: FTSE 04-16)(If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project(gravity sewer,pump stations&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
® Include a street level map showing general project area.
G. Existing Permit(All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification(i.e.,permit description,flow allocation,treatment facility,etc.).
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC.02T.0305 1 ,submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T .0106(b))or proposed
contractor,stating that"the portable power generation unit or portable,independently-powered pumping units,associated
appurtenances and personnel are available for distribution and operation of this pump 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.(Required at time of certification)
1. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T.01 15(a)(I)provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Prong Owners'Associations
❑ Per 15A NCAC 02T.Oi 15(c),submit the properly executed Op Agreement(FORM:HOAR.
❑ Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation,Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.0115(b),submit the properly executed Operational A regiment FORM.DEV .
For more information, visit the Division's collection systems wehsite
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke,Caldwell,Cherokee,
Water Quality Section Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson,Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain,Transylvania,Yancey
Fayetteville Regional Office �225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson,Scotland
[phone] Fax
Mooresville Regional Office 610 E.Center Avenue Alexander, Cabarrus,Catawba, Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Water uall Section Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash,
[phone] Northampton, Orange, Person,Vance,Wake,
[phone] Fax Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie,Camden,Chowan, Craven,
Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates,Greene, Hertford, Hyde,
[phone] Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt,Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick,Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover,Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance,Alleghany,Ashe,Caswell, Davidson,
Water QualitV Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry,Watauga,Wilkes,Yadkin
[phone]
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 3 of 3

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: (to be completed by DWR)
All items must be completed or the aonlication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: SCBP Development 1 nc..(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:Aaron Ligon per 15A NCAC 02T.0106(b)
Title:Managing Principal
4.Applicant's mailing address:333 W.Trade St.#370
City:Charlotte State:NC Zip:28202-
5. Applicant's contact information:
Phone number:[phone] Email Address:aaron escent.com
II. PROJECT INFORMATION:
1. Project name: McAlister Court Phase 1
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: 35.106555' Longitude:-80.9877'
5. Parcel ID(if applicable): 20123107
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Steven S Wilson License Number: 15497
Firm: Landworics Design Group
Mailing address:7621 Little Avenue
City:Charlotte State:NC Zip:28226-
Phone number:[phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:McAlpine Creek W WTP Permit Number:NCO024970
Owner Name:Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ Downstream(Receiving)Sewer Size: 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;DEV)been attached?
[]Yes ❑No ®N/A
3. If the Applicant is a Home/PEggertyOwners'Association,has an Operational Agreement(FORM:HOA)been attached?
❑Yes ❑No ®N/A
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: %Domestic/Commercial 100%Commercial
%Industrial(see 1_SA NCAC 02T.0 103(20))
3Is there a Pretreatment Program in effect? ❑Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑Yes ®No
➢ If yes.1troyide a coov of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02_T.01140 Daily Design Flow e,n No.of Units Flow
Day Care 25 gal/person/day 205 5125 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 5,125 GPD
a See I5A NCAC_02T.Di i4L -(d)_L hand C_JCQ 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 l5A NCAC 02T.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 10,125 GPD(per 15A NCAC 02T.01 14)
➢ 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{GravitySewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 861f PVC
➢ 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(PumR Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDEQ�IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: oLongitude:- °
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(f)):
]. Does the project comply with all separations found in 15A NCAC 02T.0305co-&W{g) ®Yes ❑No
➢ 15A NCAC 02T.0305 contains minimum separations 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 11 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 elevationJ 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
An basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage s stems and interce tar drains 5 feet
Any swimining pools 10 feet
Final earth grade vertical 36 inches
➢ 15A NCAC 02T.0305 contains alternatives where separations in 02T.0305(o cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpate
➢ If noncompliance with 02T.0305(]f or(g), 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.0I05(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T. 105(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:
1. Does the submitted system comply with 1_3n _y('AC'4!"I;,the Minimum Ua ign('riteria iimr lhc i'crmilting-ol'Paunp titglic�
final Forec Mains ll�h!►n:{siun),and the Gravity Sewer,Minimum Dcsil n Criteria(Iinc,t vcrsicnI as applicable?
®Yes ❑No
If No,complete and submit the Variance/Alternative Design Request application(VADC 10-14)and supporting documents for
review. Alporovat of the request isj.rc ulred prior to submittal of[lie Fn5t Track Application anal xu>>t�rtia �taea�rrents.
2. Professional Engineer's Certification:
1, l V1 S, l,�Vf /1 attest that this application for
n '.S (Professional Engi eer's name from Application Item III.1.)
has bcreviewed y me and is ac ate plete and consistent with the information supplied in the plans,specifications,
engineering calculations,and all other supporting documentation to the best of my knowledge. I fiuther attest that to the beat
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 Engineers seal,signature,and date: } •~ DpF E55►p9, 9 �.
S L ;
�E
�Sri F!�'Gf y�F.�; •t1 �+.
I.....-+ter-N 5...711E�■3��..............
r+a,►ltrltl�� ,/
3. Applicant's Certification per 15A NCAC 02T.0106(b):
o-C-�c- _ attest that this application for
(Signature Authority's name&tide 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 unders;and 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 relic&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 1„13-215.6B, 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: \21 t V9
FORM:FTA 04-16 Page 5 of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
DIAslon of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Landworks Design Group, P.A.
Project Name for which flow is being requested: McAlister Court-Phase
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#: NC0024970,NC0024945,NCO024937
A11 flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 11.815
e. WWTP facility's actual avg. flow 65.008
f. Total flow for this specific request 0.005
g. Total actual and obligated flows to the facility 76.830
h. Percent of permitted flow used 77.6%
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 Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm/pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Steele creek 7.900 3.160 4.135 0.845 4.980 -1.820
*The Firm Capacity 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.
***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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

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 indicates acceptance of this wastewater flow.
KA., 7/9/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

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
16.97 %and 0.845 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
0.845 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 December 2018 ; 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
December 31,2018.
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.
7/9/2018
Signing Official Signature Date
Page 3 of 6
FTSE 04-16

CHARLOTTE
W TER
April 12, 2018
Ms. Lisa Carey
Landworks Design Group P.A.
7621 Little Avenue, Ste. 111
Charlotte, NC 28226
SUBJECT: CAPACITY ASSURANCE REVIEW
MCALISTER COURT-PHASE 1
13739 STEELE CREEK RD.CHARLOTTE NC
CLTWATER TRACKING#2018474
A Capacity Assurance Review of the subject site has been completed and the following has been
determined:
After an analysis of the sanitary sewer associated with the proposed design of project 2018474, McAlister
Court-Phase I, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 5,125 gallons per day(205 employees x 25gal/employees)from this project for transmission to the
McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970,for treatment. This
acceptance of flow is based upon the existing capacity of the designated publicly owned treatments
works.
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.
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
CL TWater and sewers stem is accepted on a first corns first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one 2 ear of
issuance of this Capacity Assurance Review, and nayment for any service connections has not been
received within (2) year of issuance of this CapacitV Assurance Review letter, this approval shall be
rescinded and a new Capacity Assurance Review must be made. If you have any questions, you may
contact me at(704) 391-5178 or Jonathan Beam at(704) 336-7772.
Sincerely,
rzwendo-!�n Zanner
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd,Charlotte,NC 28216 charlottewater.org
Operated by the City of Charlotte

12/17/2018 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 an Amended a Annual Report form • Print a Pre-
Populated Annual Report form
Limited Liability Company
Legal Name
SCBP Developer, LLC
Information
Sosld: 1602643
Status: Current-Active
Annual Report Status: LLC Under Review
Citizenship: Domestic
Date Formed: 6/15/2017
Registered Agent: Ligon,Aaron
Addresses
Mailing Principal Office Reg Office
333 W. Trade Street, Suite 370 333 W. Trade Street,Suite 370 333 W. Trade Street,Suite 370
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
Reg Mailing
333 W. Trade Street, Suite 370
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online services/search/Business_Registration_Results 1/1

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Central Files: APS _ SWP
1 /4/2019
Permit Number WQ0040553
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
5,125
Facility
Facility Name
McAlister Court - Phase 1
Location Address
Owner
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Scbp Development Inc Non -Government
Owner Affiliation
Aaron Ligon
333 W Trade St
Dates/Events Charlotte NC 28202
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
1 /4/2019 1 /3/2019
1 /4/2019 1 /4/2019
Regulated Activities
Requested /Received Events
Office
Additional information requested
School
Additional information received
Wastewater collection
Outfall
Waterbody Name Streamindex Number Current Class Subbasin