WQ0032909_Regional Office Historical File Pre 2018

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1 A NCAC t 2T ,0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
All itemsrout be completed or the appl
APPLICANT 'INFORMATION:
1 Applicant's name:
2. Applicant type: Q individual
0 Federal
U
omiptated by Dwttl
1 be
eturned
S,y„Yhof (company, municipality, HOA, utility, etc.)
© Corporation
State/County
General Partnership
0 Municipal
3.. Signature authority's name: Qary.S,Adam per 15A Q QZ.,&L
Title: Director of Architecture
4, Applicant's mailing address: 31�dy
City: Charlotte State: NC
5, Applicant"s contact informatio
Phone number: (980) 343- 95 Email Address: g [e-mail]2,nv.us
Zip: 282t18-
11. PROJECT INFORMATION:
1. Project name: Hardin Utt'ySc::t 91 Add, & Reno
2fi Application/Project status. © Proposed (New Permit)
© Privately -Owned Public Utility
Other
Existing Permit/Project
Ha modification, provide the existing permit number: WQ032.and issued date:
1f new construction but part of a master plan, provide the existing permit number: WQO0
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,2347" Lon rude: -80,9039'
5,. Parcel ID (if applicable): 061.11_ 30
(or Parcel ID to closest downstream sewer)
1:11 CONSULTANT INFORMATION:
1 Professional Engineer: ev Wet
Firm: Alfred Benesch & Company
Mailing address: 2359 Perimeter Poi
License Number: tl4) 6 4
Parkway, Suit
City: Charlotte State: NC Zip:
Phone number: [phone] Email Address: KtiWe strakbcnesch.cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name:
k WWI"P Permit Number: 0024945
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WI
1. Permit Nurnber(s). WQ . _ Downstream (Receiving) Sewer Size:
SAstetri Wide Collection ,System P mil rsrllbe.:}°L j f ppl cable.) WQCS
Owner Name(s):
1"F):
"'FA 04-16 Page 1

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes 0No
N/A
2. If the Applicant is a Developer of lois to be sold, has a Developers,Djaerational AgNement (FORM: DEK) been attached?
0 Yes DNo N/A
3. If the Applicant is a FtQePopery Owners! A.- n has ati clperational AzsementifORM: HOA) been attached?
0 Yes 0No N/A
4 Origin of wastewater, (check all that apply);
o Residential Owned
0 Residential Leased
School / preschool / day care
Ej Food and drink facilities
0 Businesses / offices / factories
D Retail (stores, centers, malls)
0 Retail with food preparation/service
D Medical / dental / veterinary facilities
0 Church
Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial
% Commercial
% Industrial (See I5A NCAC 02T ;0103(20))
)'Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T ;0114(f)? 0 Ye
Jf yes‘ provide a CODY of flow reduction approval tettet
7. Summarize wastewater generated by project;
Establishment Type (see 02T.0114(f1)
Proposed asium
Daily Deslgn Flow
50 gal/100 sq. ft,
gal/
gal/
0 Car Wash
0 Hotel and/or Motels
o Swimrning Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
0 Yes 0 No
No
No. of U
34,73
17,
Flow
8 GPD
GPD
GPD
gal/
gal/
gal/
GPD
GPD
GPD
Total 17,368 GPD
a See NQ 0 14 dj_derAllarid_ 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 Q.S.
b Per 15A NCAC 021' .0114(c), design flow rates for establishments not identified [in table 15A l'•ICAC 021,0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8 Wastewater generated by project: 17,368 GPD (per I 5A NCA 02T ,01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain);
FORM; ETA 04-16
Page 2 of 5

wry SEWS" DESIGN CRITERIA (if Applicable) ©2T .0305 & MDC (Gravi
1, Summarize gravity sewer to be permitted:
➢ Section. II & Ill oche MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section 111 contains information related to minimum slopes for gravity sewer(s)
➢ Overstzi.ng Lines to meet minimum slope requirement Is not allowed and a violation of the MDC
VIII, PUMP STATION DESIGN CRITERIA (If Applicable,) — OZT i13I & MDC (Flupp Statiops(Eorce 11aij :
COMPLETE FOR EACH PUMP STATION 1NC I; ED IN THIS FROJE! T
1. Pump station number or name:
2: Approximate Coordinates (Decimal Degrees).: Latitude: . Longitude:
3, Design flow of the pump station: millions gallons per day (fum capacity)
4. Operational point(s) of the pump(s): gallons per minute at .... feet total dynamic head (`i"DH)
5, Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T ,4305(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:
El 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 Divisionthat the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
Y 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 & I5A NCAC 02T .0305
1, Does the project comply with all separations found in 15A NCAC 2
5A NCAC 02T.0305(f) ctaratains mins that sha
Setback f'aran
Storm sewers and other utili
d below (vertical)
Water mains vertical -water over sewer including in benched trench
Water mains (horizontal)
Reclaimed water lines Svertical - reclaimed over sewer
Reclaimed water lines (horizontal -reclaimed over sewer)
**Any private or public water supply source, including any
Class II irrtpounded reservairs used a source of drinkin
Yes D No
Separation Required
24 inches
S-1 waters of Class 1 or
**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)
**Any other stream, lake, impoundment, or ground water to
ditches
Any, building foundation
Any basement
Top slope of embankment or cuts of 2 feet or inure veicat height
Drainage systems and interceptor drains
Any,swirnrning pools
Final earth grade (vertie
• N, AC 0,2T..030$(gj contains alternatives where separations in
S* *Stream classifications can be identified using. the Division's NCLS 1fae
• Ifnon^ompliance with 92:17„,0,05W917see Section X of this application
ing and surface drainage
8 inches
10 feet
18 inches
2 feet
100 feet
50 feet
5 feet
in feet
36 inch
t be achieved.
ific at aril wchp ,g
Rues the project comply with separation requirements for wetla.nds? (50 feet of separation) l"tt, Yes Q No Q 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
Does the
• This
jet comply with setbacks found in the river basin rules per,15A_NCAC 02Ei�0200'r fj Yes © No I N/A
uld include Trout Buffered Streams per .15,,ALN...C.A,CM.02,112
4. Does the project require coverage/authorization under a 404 Nationwide or
individual. permits er 401 Water Quality Certifications?
i> Information can be Obtained from the 401,4„Buffer Per i tt i l3 ttlith
© Yes +t No
Does project comply with l5 NCAC 02T,0I05(c)t) (additional permits/certiftcations)? Yes D No
Per 156,NCAJ' 02T,0i,05(0001, directly related environment& 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 I5A NC&C,� t►2'1 0402, -high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or see
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
Q' 'YesNo 0 N/A
Y 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 I5A NCAC 02T.0403(a)(5) or the permitee's Individual System -Wide Collection permit.
FORM: F1'A 04-16
Page 4 of 5

CERTIFICATIONS:
1, Does the submitted system comply with 15A,NCAC 02T, the Minimum Design Criteria for the Permit -tins, of Pump Stations
and Force Mains (latest version), and the Gravity_S_Qwer Minimum Design Criteria (latest version) as applicable?
Yes DNo
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 supportirtz documents.
2. Professional Engineer's Certification:
Kevin 1, Westra, P.E.
(Professional Engineer's from Application Item MA )
iat his apphcttion for
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 143-215.68, 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:
3. Applicant's Certification per 15A NCAC 02T ,0106(b):
Gary S. Adams - Director of Architecture attest that this application for
(Signature Authority's name it title from Application Item I 3)
has been reviewed by me and is accurate and complete to the best of my knowledge, 1 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 ap�plicati©n package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143::215.6A and 143:45.69, 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.
Date:
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
W TER
February 5, 2019
Mr. Matt S. Blackmon
Alfred Benesch & Company
2359 Perimeter Pointe Parkway
Suite 350
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
HARDING UNIVERSITY HIGH SCHOOL ADDITIONS & RENOVATIONS
2001 ALLEGHANY STREET, CHARLOTTE, NC
CLTWATER TRACKING# 2019862
After an analysis of the sanitary sewer associated with the proposed design of 2019862, HARDING
UNIVERSITY HIGH SCHOOL ADDITIONS & RENOVATIONS, it was determined that there is
sufficient capacity to accommodate the proposed sewer flow of 17,368 gallons per day (34,735 sf x
50 gal/100 sf) at the connection point(s) indicated an the submitted utility plan for transmission to
the Irwin Creek Wastewater Treatment Plant; NPDES permit number NC0024945, for treatment.
This acceptance of flow is based on the existing capacity of the designated publicly owned treatment
works. Please see the attached FTSE form.
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.
CLTVVater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, 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 authorization to construct private water and
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 two (2) years of issuance of this flow acceptance letter, and payment for any service
connection(s) has not been received within two (2) ,years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance study must be made, if
you have any questions, you may contact me at (704) 432- 5801,
Sincerely,
GiiIisrmMa
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 chartottewater.org
Operated by the City of Char

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Alfred Benesch & Company
Project Name for which flow is being requested: Harding University High School Additions & Renovations
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.
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, NC0024937
e. 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
Allflows are in MGD
99.0
13.12
69.19
0.017
82.33
83.2%
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
Pump Pump
Station. Station
(Name or Permit
Number) No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pf),
MGD
0
lion point and the
(B) (C)
Obligated,,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
P:
(D)=(13+C) (E)—(A-©)
Total Current
Flow Plus
Obligated
Flow
Available
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
(p.f) 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 (Se
), 1-85 & Alleghany Street
Downstream Perntit Number: Unknown
Page 1 of b
FTSE 10-18

III, .Certification Statement:
I Keri Cantrell certify to the best ©f 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.
2/5/2019
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

U.S. DEPARTMENT OF THE INTERIOR
0 s, GEOLOGICAL SURVEY
IS, TT
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+• , - , IA ',,- '''.. - "1-," 11,,,,,,N&E„,, -,ELL—ALT LETEL..„„ArE
=1" 2t7ii „
Ln:Ira
CHARLOTTE WEST QUADRANGLE
NOM CARCAIIKAATGAILAAWII5 CO
7 .MINUTE SOWS
CHARLOTTE WEST, NC
Out
—
It,
Kai

benesch
Date: 2./21/19
Department of Environmental Quality — Division of Water Resources
Mooresville Regional Office — Water Quality Section
61.0 E. Center Avenue
Mooresville, NC 2811.5
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www,benesch,com
P 704-521-9880
704521-8955
Subject: Harding University High School Additions and Renovations- Fast Track Sewer System
Extension Application
To whom it may concern:
Enclosed for your review is the Fast Track Sewer System Extension Application (FTA 04-16) for the
Harding High School Addition & Renovation Project located in Charlotte, NC. This project involves the
construction of a new gymnasium located on the existing campus of 'Harding High School. Included in
this project are; the gymnasium building, utilities to serve the structure, adjoining parking lot
renovations, and several non -adjoining parking area renovations.
This project is located at 2001. Alleghany Street west of the intersection of Alleghany Street and Ashley
Road, in Mecklenburg County, The property is owned by the Charlotte Mecklenburg Board of
Education (PID# 06111330) and is approximately 44.0 acres. This project involves the construction of a
new 35,000 SF gymnasium building, surrounding parking lot, and underground utilities to serve as new
sports event venue.
The private sewer portion of this project includes approximately 425 linear feet of 8-inch, PVC sewer
pipe, 4 manholes and the associated appurtenances. Flows for this project were calculated as per the 1.5A
NCAC 02T .0114 -- Wastewater Design Flow Rates and have been reviewed by City of Charlotte.
Inclu.ded with this application are the Flow Acceptance Letter and Flow Tracking for Sewer Extension
(FTSE 10-18) from Charlotte Water.
Please feel to contact me with any questions or if there is any additional information that will help in this.
review process.
Sincerely,
Matt Blackmon, El
Alfred Benesch & Company
[e-mail]

Transmittal Form
To: NC0EC\—Water Quality Section
Mooresville Regional Office
Attn: DebbieLuckmnan
61OEast Center Ave. Suite 30I
� Mooresville, NC28115
n Mail [] Messenger
VVEARE SENDING YOU,
2
2
Next Day Delivery
Attached
DESCRIPTION
Alfred Benesch &[ompwny
2320 West More head Street
Charlotte, NC 28J*�
www.�*nem:h'cc��
�7t4~63���**
F704-521-V9�5
--
U------
| Subject: Harding High School Add. &Reno.
Fast Track Sewer System Extension Application
V Submittal
Z UPS Ground n Other:
Under separate cover:
Cover Letter
.�.
Application Fee _54WU]DO(Check #32S70U)
FTAO4-1GFast Track Sewer System Extension Application (1Original)
Flow
Acceptance Letter Charlotte Water
Flow Tracking for Sewer Extension Application /FTSE 10'1
Site Map
(USGS-8.5xx11)
THESE ARE TRANSMITTED
�
Date: 2-21-19 Job No. 17000185
eschecked below:
For approval Approved essubmitted it copies for approval
For your use | Approved as noted Submit copies for distribution
As requested | | Returned for corrections | KReturn corrected prints
For review and comment
Remarks:
Hello Debbie,
Enclosed are Fast Track Sewer System Extension Application and Supporting Documents for the
Harding High School Additions 6&Renovations Project inCharlotte, NC. Please let n`eknow ifyou
need anything else orhave any questions.
Brian
cc:
lCannella, PLA/File
Signature:
P831-0998,06fu,m