WQ0040760_Application (FTSE)_20190409

B U R T 0 N
E N O I N E E B I N C.
TRANSMITTAL
Attention:
Water Quality Section
Company:
Mooresville Regional Office
Address:
610 E. Center Avenue
Mooresville, NC 28115
Phone #:
704-663-1699
From:
Matthew Graham
Project Name: Aspire Huntersville Education Village
Project Number: 018-729.001
Date: 2019.03.29
AP5 -I 2'M
- Burton Engineering Associates
Re: Private Sanitary Sewer Fast Track Application Package
Via: RUPS ❑USPS ❑Courier ❑Hand Deliver ❑Pick Up
Copies
Date
Pages
Description
1
03/28/2019
8
NCDEQ SS FTA Application (Private)
1
03/28/2019
17
Sealed Pump Station Design Calculations
1
03/28/2019
1
CLTWater Flow Acceptance (Private)
1
03/28/2019
1
Cover Letter for NCDEQ SS Submittal
1
03/28/2019
1
USGS Map
1
03/28/2019
1
Aspire Carolinas Foundation NC Secretary of State Filing
1
03/28/2019
1
Check to NCDEQ for $480.00
❑ As Requested R For Approval ❑ For Your Use R For Review and Comment
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
[phone] or by emailing [e-mail]
Sincerely,
Matthew Graham
Burton Engineering Associates
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED
5950 Fairview Rd STE 100 * Charlotte, NC 28210 * 704.553.8881

B U R T 0 N
E N G t N F[. RI NG
COVER LETTER
Project Name: Aspire Huntersville Education Village
Project Location:
Project Number:
From:
Date:
Subject:
11414 Beatties Ford Rd, Town of Huntersville, North Carolina
018-229-001
Carlton Burton, PE — Burton Engineering Associates
March 28, 2019
DWR Fast Track Sewer System Extension Application (FTA 04-16) —Private
APR -1
Aspire Carolinas Foundation, Inc is proposing the construction a K-8 school campus in the Town of Huntersville, North
Carolina off Beatties Ford Rd. The site is proposed to be served by 29 LF of new private 8" gravity, two new private sanitary
sewer manholes, 1,624 LF of new private 2" PVC force main, and a proposed private wet well pump station. Three 4" PVC
gravity sewer laterals (not to be permitted) will branch out from the permitted sanitary sewer manhole to serve the school
buildings. The proposed system will connect to a proposed public sanitary sewer manhole located on the south side of
Platon Ave.
Private Sewer to be Permitted:
• 29 LF of Private 8" PVC Gravity Sewer
• 1,624 LF of Private 2" PVC Force Main Sewer
• 2 Private Sanitary Sewer Manholes
• 1 Private Wet Well Pump Station
Attached Application Documents
• FTA 04-16
• Site Maps
• Pump Station Calculation Package
• Articles of Incorporation Filing
• Check for Application Fees
• Flow Acceptance Form
• Power Reliability Plan
• Construction Plans
If you have any questions concerning this information, please contact me at [phone] or by email at
[e-mail].
Sincerely, 3
Carlton Burton, PE
5950 Fairview Rd STE 100 1 Charlotte, NC 28210 1 204.553.8881

State of North Carolina
Department of Environmental Quality
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: �W Q% (to be completed by DwR)
APR .— I %plc,
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Aspire Carolinas Foundation, Inc (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: Jennifer Nichols per 15A NCAC 02T 0106(b)
Title: Executive Director
4. Applicant's mailing address: 91 Hubbard St
City: Belmont State: NC Zip: 28012-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Aspire Huntersville Education Village
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: 35.376517' Longitude:-80.907266'
5. Parcel ID (if applicable): 01515143 & 01515113
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Carlton Burton License Number: 12557
Firm: Burton Engineering Associates, Firm #C-1157
Mailing address: 5950 Fairview Rd, st100
City: Charlotte State: NC Zip: 28210-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McDowell Creek
Owner Name: CLTWater
Permit Number: NC00036277
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 (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Prouty Owners' 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: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
),Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(00 ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,s
No. of Units
Flow
Student
15 gal/day
749
11235 GPD
Employee
25 gal/day
108
2700 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
13935 GPD
a See 15A NCAC 02T .0114(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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 13935 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
19
PVC
8
10
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 (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROTECT
1. Pump station number or name: PR Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.376517' Longitude:-80.9072660
3. Design flow of the pump station: 0.0360 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 10 gallons per minute at 78 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
1674
PVC
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)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (s) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(t) or (e). 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(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ 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

X. ' CERTIFICATIONS:
I. Does the submitted system comply with 15A NCA T, lhgdimm um Dgg rC ritep J,, r the Per
and Forg Mang; Imo, tay 4;dnL and the Gravy__Sewer Mmigfm Des g+, n Criteri4 latest 6y aloft as
® 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:
Carlton Burton, PE
_...__ attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 seat 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
SEAS, r
12S57
I�C9..'..P....^:7Ttv`a��vv��*/
aGINE�.- 0�- L
Z'��'\4��141'VTg\3......3. Applicant's Certification per 15A NCAC 02T .0106(p
1, attest that this application for
(Signature Authority's name &•tale from Application Item L3 )
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE- In accordance with General Statutes 14-121$ 6A and 14-3 23.613, any person who knowingly makes any false
statement, representation, or certification in anry 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: 9111t I 1� Date: March 28, 2019
FORM: FTA 04.16 Page 5 of 5

APR V�" "'I
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ADIVIslan of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Button Engineering
Project Name for which flow is being requested: ASPIRE Huntersville Education Village
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: McDowell Creek WWTP
b. WWTP Facility Permit #: NC0036277
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
A11 flows are in MGD
12.0
0.651
5.033
0,013935
5.698
47.5
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
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MOD MGD
Flow, MGD
MGD
Flow Capacity***
* 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
1 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.
A., (3 2/12/2019
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2of6
FTSE 10-18

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SITE VICINITY PLAN
ASPIRE
BEATTIES FORD ROAD AND HAMBRIGHT ROAD
HUNTERSVILLE, NORTH CAROLINA
PROJECT NO.: 1335-19-010

Aspire - HEV
Wastewater Pump Station
Force Main
Design Calculations
B U R T U N
E N G I N E E P I N G
Project Name:
Aspire - HEV
Location:
Huntersville
Designed By:
CTB
Checked By:
CTB
Date:
3/25/2019
Project No.:
SEAL `
12557GINS
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Independence Crossing
Wastewater Pump Station
Force Main
Project Summary
Project Name: Aspire - HEV
Average Daily Flow (gpm): 3.82
Pump Operational Point No. 1 (gpm@tdh): 28gpm @ 48 TDH
Pump Operational Point, No. 2 (gpm@tdh):
Pump Manufacturer:
Barnes
Model Number:
XSGV-L
Impeller Diameter.
5.00"
Horse Power:
2
Voltage: 230 V 1 Ph
Force Main Diameter (in): 2"
Force Main Length (ft): 1750
"All Pumps On" conditioi
"All Pumps Off' conditio

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Design Pumping Flow Rate
Peaking Factor Calculation
Service Area Population = 30,000
FOR RESID. APPLICATIONS
(SETPOP. AT 30KFOR COMM. USES)
Peak Factor = 18 + 4P
4+4P
Calculated Peak Factor =
2.5
Design Peak Factor =
2.5
Determine Minimum Pump Rate
Average Daily Flow =
13,935
GPD
Peak Flow=
34838
GPD
Minimum Pumping Rate Required =
24
GPM
Design Pumping Rate =
25
GPM
0

Cycle Time & Wet Well Geometry
Target Cycles Per Hour
ADF = 10 gpm
Pumping Rate = 25 gpm
Time = 20.0 min.
Cycles Per Hour = 3.0
Check Cycles Per Hour: OK
Check Cycles Per Hour: OK
Determine Wet well Diameter
Required Volume =
Pick Wet Well Diameter =
Pick Wet Well Cycle =
Volume in Cycle =
119
jFt
5.0
1.0
147
Vertical Datum Used: JNAVD 88
Determine Wet Well Invert & Float Elevations
Wet well Dia. = 5.0 Ft
Top Elev= 714.50 I
Gnd Elev= 714.00
SS Invert In= 706.00
Alarm = 700.75
TOTAL HT 1 Lag On = 699.75
17.50 1 Lead On =i 698.75
1.0 Pumps Off, 697.75
min. sub.(per mfr) 0.75
Bottom Invert Elev*=1697.00
*As required for complete submergence
(a

Force Main & Piping Design
Off -Site Force Main Data
Design Pump Rate (gpm) =
25
Select Force Main Size (in) =�
Velocity (fps) =
2.55
Meets Minimum Velocity Requirement?
OK
Meets Maximum Velocity Requirement?
OK
Required Pump?
Consider Grinder Pump
Line Length (ft) =
1,750
Account for Minor Losses =
5%
Equiv Length (ft) =
1,838
Connection Point.Nw MH at Prop. Line
High Pt.— 723
Inv PS= 697.5
Hs= 25.5
Pump Station Piping Data
Design Pump Rate (gpm) =
Pick Wet Well & Valve Vault Piping Size (in) =
Velocity (fps) =
Meets Minimum Velocity Requirement?
Meets Maximum Velocity Requirement?
25
1.25
6.54
OK> 2 FPS
OK < 8 FPS
Item
Number of Fittings
L/D Ratio
Equivalent Length
45 bend
90 bend
22.5 bend
Branch Tee Flow
Check valve
Plug Valve
2
16
3.33
2
30
6.25
0
9
0.00
1
60
6.25
11
135
14.06
1
17
1.77
0.00
0.00
0.00
Equivalent Fitting Length (ft) =
Wet Well & Valve Vault Piping Length (ft) =
Total Equivalent Pump Station Pipe Length (ft) =
Equivalent Off -Site Diameter Length (ft) =
32
20
52
509
Total Equivalent Force Main Length (ft) =
2346

Pump Selection
Force Main Diameter (in) = 2
Equivalent Force Main Length (ft) = 2346
Hazen -Williams C Factor= 140
Minimum Required Pump Rate (GPM) = 24
Design Pumping Rate (GPM) = 25
Pressure Head at
Connection
Pressure Head
"Only Proposed
L0nII:TDH
at Connection
Pump Station
Static Head
"All On"
Pump Head
GPM
"All On" (feet)
On" (feet)
(feet)
TDH (feet)Velocity
(fps)
(feet)
0
0
0
25.5
26
26
0.0
82.0
10
" 0
0
25.5
32
1.0
76.0
20
0
0
25.5
4S
2.0
70.0
30
0
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25.5
108
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25.5
151
151 11
5.1
L 8.0
mp Manufacturer: Barnes
Model Number: XSGV-L
npeller Diameter: 5
Horsepower:
Voltage: 230V 1 Phase
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Station Operation Check
Proposed Operational Point No.l C=140 NEW
33 GPM @ 82 TDH
Check Wet well Cycle Times
Wet well
Wet well
Wet well
Wet well
Diameter
Area
Cycle
Volume
(feet)
(gal / VF)
(ft)
(gal)
5.0
147
1.0
147
Fill = Wet well Volume =
ADF
Run = Wet well Volume =
Pump Rate - ADF
15.2 minutes
6.3 minutes
Total = 21.5 minutes
Cycle Time = 2.8 Cycles / Hour
Meets Minimum Cycle Time? OK
Meets Maximum Cycle Time? OK

Station Operation Check
Proposed Operational Point No. 2 C=120 OLD
34.5 GPM @ 111 TDH
Check Wet well Cycle Times
Wet well Wet well Wet well Wet well
Diameter Area Cycle Volume
(feet) (gal / VF) (ft) (gal)
5.0 147 1.0 147
Fill = Wet well Volume = 15.2 minutes
ADF
Run = Wet well Volume = 5.9 minutes
Pump Rate - ADF
Total = 21.1 minutes
Cycle Time = 2.8 Cycles / Hour
Meets Minimum Cycle Time? OK
Meets Maximum Cycle Time? OK
QN

Buoyancy Calculations
concrete wet well
Wet well Outside Dimensions
6.00
Feet
Wet well Inside Dimensions
5.00
Feet
Wet well Top Slab Elevation
714.50
Feet
Wet well Invert Elevation
697.00
Feet
Extended Base Slab Diameter
8.00
Feet
Extended Base Slab Thickness
1.00
Feet
Top Slab Thickness
0.50
Feet
Calculate Total Volume of Wet well Structure
Volume of Wet well Riser Sections=
495
jcf
Volume of Wet well Extended Base=
50
cf
Total Volume of Wet well Structure-1
545
Jcf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Wet well Structure) * (62.41bs/cf)
H2O Displaced= 33995 lbs
Calculate Submerged Weight of Wet well Components
Section Total Rt Weight
Top Slab Thickness (ft.)
0.50
1 1238
Riser - Total Vertical Ft.
17.50
13244
Base Slab Thickness (ft.)
1.00
4403
Totals=
19
18886
Total Weight of Concrete in Wet well= 18886 lbs.
Calculate Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
50
sf
Total Area of Wet well Riser
28
sf
Area of Extended Base less Wet well
22
sf
Height of Soil Above Extended Base
23
ft
Volume of Soil Above Extended Base
506
cf
Weight of Soil Above Extended Base (estimated)
50
lbs/cf
Total Weight of Soil Above Extended Base
25290
lbs/cf
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base:PNqO
lbs
Weight of Water Displaced By Wet Well: lbs
Flotation Protection Required?
(9

Buoyancy Calculations
fiberglass wet well
Wet well Outside Dimensions
9.00
Feet
Wet well Inside Dimensions
8.00
Feet
Wet well Top Slab Elevation
50.50
Feet
Wet well Invert Elevation
27.00
Feet
Extended Base Slab Diameter
11.00
Feet
Extended Base Slab Thickness
Top Slab Thickness
Calculate Total Volume of Wet well Structure
Volume of Wet well Riser Sections=1
1494
jcf
Volume of Wet well Extended Base=l
95
jef
Total Volume of Wet well Structure
1589
jcf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Wet well Structure) * (62.4 lbs/cf)
H2O Displaced= 99168 lbs
Calculate Submerged Weight of Wet well Components
Section Total Ht Weight
Top Slab Thickness (ft.)
0.50
2786
Riser - Total Vertical Ft.
23.50
27486
Base Slab Thickness (11.)
1.00
8325
Totals=
25
38597
Total Weight of Concrete in Wet well= 38597 lbs.
Calculate Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
95
sf
Total Area of Wet well Riser
64
sf
Area of Extended Base less Wet well
31
sf
Height of Soil Above Extended Base
23
ft
Volume of Soil Above Extended Base
723
cf
Weight of Soil Above Extended Base (estimated)
50
lb:
Total Weight of Soil Above Extended Base
36128
lbE
Flotation Protection Required?
Weight of Concrete and Weight of Soil Above Extended Base: IYES
lbs
Weight of Water Displaced By Wet Well: lbs
Flotation Protection Required?

Reliability Calculations
If Qadf is less than 15000 gpd, the portable power/servics options are avaialable
subject storage equal to or greater than the response time agreed to by the Maintenance
provider.
Qadf= 13,935 gpd
9.68 gpm
PS Dia= 5 ft. (ID)
Response
Vol CF Vol al Available (hrs)
Volume per VF of LS 19.63 CF
Inv. PS 697.00
Min Subm. 0.75
El. At Pump Off 697.75
Invert in from sewers 706.00
Top of PS elev 714.50
Station Depth= 17.50
Building Sewer Lateral Information
All laterals drain from buildings to Ml
all Bld'g sewer laterals start at -2.5 BFF.
161.99 1211.66 2.09
328.88 2460.04 4.24
FFE
LL._. In
o e
Fall
Inv cP bld'g
Liu Ext
SITne
Fall
Inv a MH
Bld'g 1
715.1
n/a
0.02
0.00
712.6
200
0.010
2.00
710.60
(crawl)
Bld'g 2
715.1
60
0.01
0.60
712
832
0.006
4.99
707.01
Bld'g 3
715.1
440
0.01
4.40
708.2
45
0.006
0.27
707.93

SOSID: 1638286
Date Filed: 11/16/2017 1:56:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2017 313 00733
Stale of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
NONPROFIT CORPORATION
Pursuant to §35A-2.02 of the General Statutes of North Carolina, the undersigned corporation does hereby submit these Articles of
Incorporation for the purpose of forming a nonprofit corporation.
1. The name of the nonprofit corporation is: Aspire Carolinas Foundation, Inc.
2. 7✓ (Check only if applicable.) The corporation is a charitable or religious corporation as defined in NCGS
§55A-1-40(4).
I The name of the initial registered agent is: Jennifer R. NICh015
4. The street address and county of the initial registered agent's office of the corporation is:
Number and Street: 91 Hubbard St.
City: Belmont State: N_ Zip Code: 28012 County: Gaston
The mailing address ifdifferenl front the street address of the initial registered agent's office is:
Number and Street or PO Box:
City: State: NCB Zip Code: County:
5. The name and address of each incorporator is as follows:
Name Address
Jennifer R Nichols 91 Hubbard St., Belmont, NC 28012
6, (Check either "a" or'-b" below,)
aLt fhe corporation will have members.
b[l'he corporation will not have members.
7. Attached are provisions regarding the distribution of the corporation's assets upon its dissolution.
8. Any other provisions which the corporation elects to include are attached.
1l0SIN1'.SS l(LOISTRA"f WN I)WISION p. 0. 80X 29622 RALLIGI-1. NC 276264)622
rRerised.fagun, 20171 /4u•e0'-01

9. The street address and county of the principal office of the corporation is:
Principal Office Telephone Number: 704-651-4811
Number and Street 91 Hubbard St.
Cary. Belmont state: NC
Zip Code:28012 County: Gaston
The mailing address jfdifferent from the street address of the principal office is:
Number and Street or PO Box:
City: State: Zip Code: County:
10. (Optional): Listing, of Officers (See instructions for why this is imoortantl
Name
Address
Title
Marty McCarthy
4205 Quail Hunt Lane
Chair, Board of Directors
Charlotte, NC 28226
Barksdale Halton
1530 Queens Rd, PH 1
Vice Chair, Board of
Charlotte, NC 28207
Directors
Privacy Redaction11. (Optional): Please provide a business e-mail a
The Secretary of State's Office will e-mail th
when a document is filed. The e-mail provided will not be viewable on the website. For more information
on why this service is being offered, please see the instructions for this document.
12. These articles will be effective upon filing, unless a future time and/or date is specified:
This is the g day ofNovember 2017
Jen
's nanre and
NOTES:
I. Filing fee is $60. This document must he tiled with the Seerelary ol'Statc.
Director
Bt1SlNUSS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH. NC 27626.0622
/Revised August 26171 Farm :A-01

Addendum of provisions regarding the distribution of the Aspire Carolinas Foundation,
Inc. assets upon its dissolution.
Distributions Upon Dissolution
Upon the dissolution of the corporation, the Board of Directors shall, after paying or making
provision for the payment of all of the liabilities of the corporation, dispose of all of the assets of
the corporation exclusively for the purposes of the corporation in such manner, or to such
organization or organizations organized and operated exclusively for the religious, charitable,
educational, scientific or literary purposes as shall at the time qualify as an exempt organization
or organizations under Section(c)(3) of the Code as the Board of Directors shall determine. The
preferred organization would be the Dale Halton Foundation, Charlotte, NC, if still in existence.
Any such assets not so disposed of shall be disposed of by the Superior Court of the county in
which the principal office of the corporation is then located, exclusively for such purposes or to
such organizations, such as the court shall determine, which are organized and operated
exclusively for such purposes, or to such governments for such purposes.

North Carolina Secretary of State Search Results
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Non -Profit Corporation
LegaL Name
Aspire Carolinas Foundation, Inc.
Information
Sosld: 1638286
Status: Current -Active
Citizenship: Domestic
Date Formed: 11/16/2017
Registered Agent: Nichols, Jennifer R
Addresses
Principal Office
91 Hubbard St.
Belmont, NC 28012
Reg Office
91 Hubbard St.
Belmont, NC 28012
Reg Mailing
91 Hubbard St.
Belmont, NC 28012
https://www.sosnc.gov/online_services/search/Business_Registration—Results 4/3/2019