WQ0040198_Application (FTSE)_20190701

Central Files. APS _ SWP
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Permit Number (Wg0040198 Permit Tracking Slip
Program Category Status Project Type
Non-discharge In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations,8 Pressure Sewer Extensions B Individual
Primary Reviewer Permit Contact Affiliation
helen.perez
Coastal SWRule
Permitted Flow
8,700
Facility
Facility Name Major/Minor Region
Glow Academy Private Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Glow NC Inc Non-Government
Owner Affiliation
Todd Godbey
PO Box 7621
Dates/Events Wilmington NC 28406762
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/13/2018 71112019 ,
MONTEITH CONSTRUCTION CORP. •WILMINGTON,NC 28401

CLH design, p.a. RECEIVED/NCDENR/M
400 Regency Forest Drive,Suite 120
Cary,North Carolina 27518 JUL 01 Z019
P:919.319.6716
www.clhdesignpa.com Water Quality Regional
Operations Section
\ imM1oo . n
Letter of Transmittal June 28,2019
CLH Project Number: 17-140
To: Dean Hunkele
Company: Water Quality Regional Operations Section - Division of Water Resources
Address: 127 Cardinal Drive Ext
City/State/Zip: Wilmington, NC 28405
Method: UPS
Subject: GLOW Academy-Modification to Private Sewer Permit W00040198
Prints X Originals Specifications Applications
Reports Copy of Submittals Other: x
Letter
Copies Date Description
1 06/28/19 Cover Letter
1 06/28/19 $480 Review Fee
1 06/28/19 Fast Track Application
1 06/28/19 Site Maps
1 06/28/19 Existing Permit and letter of modification to the pipe length
Additional Remarks:
Please accept the attached documents for review and approval of the modification to the private sewer permit
to serve GLOW Academy in Wilmington, North Carolina. Please call or email Zak Pierce
(zpier�gnpa com)with any questions or if you need additional information.
Thank you.
Signed: Zak Pierce
Cc: File
CLH design,p.a.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300—FAST TRACK SEVER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DwR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Glow NC, 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: Todd Godbev per 15A NCAC 02T .0106(b)
Title: CEO
4. Applicant's mailing address: P.O. Box 7621
City: Wilmington State: NC Zip: 28406-
5. Applicant's contact information:
Phone number: [phone] Email Address: tgodbev a glowacademy.net
IL PROJECT INFORMATION:
L Project name: Glow New School Building
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number: W00040198 and issued date: August 13, 2018
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: New Hanover
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.2521' Longitude: -77.8986'
5. Parcel ID (if applicable): 3138-24-9548
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Kenneth A .Loring License Number: 23953
Firm: CLH Design p.a.
Mailing address: 400 Regenev Forest Drive Suite 120
City: Cary State: NC Zip: 27518-8599
Phone number: [phone] Email Address: Mot ingL&clhdesignpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin(NSW WTF) Permit Number: NCO023965
Owner Name: CFPUA
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 aliplicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Page I 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/Property 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 (Sec 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 .01 14(fl? ❑ Yes ® No
➢ If yes, provide a coo,of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 021.OI14(ffl Daily Design Flow °° No. of Units Flow
Schools w/Cafeteria 12 gal/student 725 8,700 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 8,700 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 88 700 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 Servers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8" 1,335 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 mininuun 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
L Pump station number or name:
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)(13)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per clay
➢ 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)(l)(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,au evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timefiames, 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)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(1)&(e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 24 inches
Water mains vertical-water over sewer including in benched trenches) I8 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 1 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 h 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 glade(vertical) 36 inches
➢ 15A NCAC 02T.0305(9) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnal!c
➢ If noncompliance with 02T.0305(fl or(c), 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 tine, 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 15A N(;i'.k12T, the lvlil!iputinl-I>4�igii CC raria lot [lie 1'grI!Sil(ing-i1l')'ump tilmions
;Ind Ford�1�LIh(Inlet_�u19!),and the(irpv_i3y,fewer plit�impnLDe,sigp C uqu i_!(I;!Icu scr,ign)as applicable'?
® Yes ❑ No
If No,complete and submit the Varimicc/Allemativc Design Request application(VADC 10-14)and supporting documents for
review. APDroval of the request Is reuub'ed urior to submittal of the Fast'trnck Aoo0etlot and sortmrllne docuntentx
2. professional Engineer's Certification:
h ./ern+ A'_ Lat),A j __...._ aucst that this application for
(Professional Frigineer's name from Application Item II1.1.)
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 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravily 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
havejudged it to be consistent with the proposed design.
NO'I'F. — 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 nol to exceed$10,000,as well as civil penalties up to$25,000 per viohtiotkarN'C�,�R •,'
P�
North Carolina Professional Engineer's seal,signature,and dear. � .:pFE5SjO.y•��q
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3. Applicant's Certification per 15A NCAC 021 _0106(b)t
I, Todd Godbey, CEO mtcsi that this application for
(Signature Authority's name&title 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 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 unelersland 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 ,1,13-215.6?A and 1.11-215.613, any person who knowingly makes may false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000 as well as civil penalties up to$25,000 per violation.
Todd Godbey '
„ . .
Signature: Date:
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION

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QUAD MAP: WILMINGTON, CASTLE HAYNE DATE: 2016 SCALE: 1" = 1000'
GLO AmdeW WILMINGTON, NC CLH DESIGN P.A.
DATE: JULY 2018 Regency Park
PROJECT NO. 17.140 400 Regency Forest Drive
Suite 120
Cary, North Carolina 27518
NNEW HANOVER COUNTY QUAD MAP Phone: (919) 319- 18
Fax: [phone]
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NCDWQ Past-Track Application Attachment— Project Narrative
Project: Glow Academy—New School Building
Owner: GLOW NC, Inc.
Engineer: CLH Design, PA
Date: 03-July-2018
A new private elementary school is proposed at 2100 Sunglow Drive in Wilmington, NC. A
gravity sewer extension will be required to serve the new facilities.
The school building will be sized for 725 students. Applying the"Elementary School"
wastewater design flow rate of 12-gpd per student, the expected Average Daily Flow for the
facility is 8,700-gpd.
The nearest public sewer, an existing 8-in gravity sewer main is owned and operated by CFPUA,
and exists in Manly Avenue to the west of the proposed school site. The system eventually flows
to CFPUA's James A. Loughlin Wastewater Treatment Facility (NC0023965).
An 8-in gravity sewer system is proposed to convey wastewater from the school building to the
existing public gravity sewer in Manly Avenue.
No wetlands or streams exist within 100-ft of the proposed sewer lines or pump station.