WQ0033540_Application (FTSE)_20200526

Robert Tripp, PE
Merrick and Company
1001 Morehead Square Drive, Suite 530
Charlotte, NC 28203
May 15, 2020
Dear Sirs:
HE CE IV E 0 INC DEILAUF
MOORE ViLLE EGIONALOFFICL
MAYS 2010
WOROS
MC ORF-SVILI.E REGIO AL IFFICE
This permit is for the relocation of approximately 180 If of 8" gravity sewer main on the campus of Lake
Norman Charter School. Because this is a relocation of a portion of an existing main, there is no flow associated with
the project. Please let me know if there are any questions.
Sincerely,
?U P
Robert Tripp, PE
Project Engineer

TRANSMITTAL
OROS
To: Mooresville Regional Office - NCDEQ Date: 5/15/2020 MOORESVILLE REGIONAL OFTICE`
Remarks
Mu understanding is a check for the fee was mailed directly to your office from LNCS.
Respectfully submitted,
Merrick & Company Received by
By: Robert Tripp, PE
Project Manager— Merrick & Company
Date:
Merrick & Company — Charlotte
1001 Morehead Square Drive
Charlotte, NC 28203
704-529-6500
Time:

State of North Carolina
nWR
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
6P{I!�) (� FtEE� 'e:I' i�l i`a��)Ft/ti
Application Number: It be completed byDWR)
All items must be completed or the application will be returned
WQROS x
1. APPLICANT INFORMATION: MOORESVILLE REGHONIAL OFFICE
1. Applicant's namc: Lake Norman Charter School LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/C in . ❑ Municipal ❑ Other
3. Signature authority's nape per 15A N'C.AC 02T .0106(b)
ShannWStein (Superintendent)
Title: (� �•tt1 ` kA E EIV I /hl(,DENR/DW
4. Applicants mailing address: 12435 Old Statesville Road
MI Y 12 6 102T
City: Huntersville State: NC Zip: 28078-
�ORO
5. Applicant's contact information: MOORESVILLE REGIOr4AL OFFICE
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: LNCS Turf Field
2. Application/Project status: ❑ Proposed (New Permit) Existing Permit/Project
If modification, provide the existing permit number: WQ0033540 and issued date: 10/27/2008
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: i4lecklenburg,
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.39063 Longitude:-80.8376�
5. Parcel ID (if applicable): 01742112
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Robert Tripp License Number: NC23505
Firm: Merrick
Mailing address: 301 S. McDowell St. Suite 300
City: Charlotte State: NC Zip: 28204
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McDowell Creek WWTP Permit Number: NCO036277
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORi'LIATION (if different than WWTF):
1. Permit Number(s): WQN/A Downstream (Receiving) Sewer Size: 8 inch
Svstcm Wide Collection System Permit Number s) (if applicablej: WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIRE,MEN"CS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [_]No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement EQRV1-.})j,V) been attached?
[:]Yes ❑No ®N/A
3. If the Applicant is a been attached?
Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
[1 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 F1 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 02`I' .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes [] No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(-Q? ® Yes ❑ No
� If yes, provide a coDYof flow reduction at)Droval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01I40
Daily Design Flow a,b
No. of Units
Flow
No Flow
gal/Day
GPD
gal/person
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114{b) fd),Ae)(}) 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 .0I 14(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 treasured data.
8. Wastewater generated by project: 0 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:
g Rehabilitation or replacement of existing sewer with no new flow expected
Other (Explain):
FORM: FTA 04-16 Page 2 of 5

Vil. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T,0305 & MDC (Gravity Sewer
:
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 180 PVC/DIP
Section 11 & III of the NIDC 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 NIDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) —_q2LF.0305 & MDC LPump Stations/leorce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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 (TDFI)
_ 0
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NQAQ 02T.0305( )(j):
F] Standby power source or pump with automatic activation and telernetry - 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:
E] Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
F1 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T.0305(h)(1)(Q:
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) & w Q Yes n No
i> I5A NCAC 02T.0305(t) contains minimum senarations that shall he nrovided for seiner system-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface 1N'ater Classifications webpaae
If noncompliance with 02T.0305(fI or {g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) F] Yes E] No 0 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 I5A'NCAC 0213 .0200? ❑ Yes C] No ® N/A
This would include Trout Buffered Streams per 15A _'NCA.0 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes FA No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
S. Does project comply with ISA NCAC 02T.0105(c)(6) (additional permits/certifications)? 0 Yes El No
Per ISA NCAC 02'I'.0I05(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 pennits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deenmed "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 M No 0 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 time permrmitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021', the Minimum I?esiRn Criteria for the Permitting of 1'unStations
and force Mains (latest version), and the Gravity Seater Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. ADDroval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1, Robert E Tripp, PE vattest that this application for
(Professional Engineer's name from Application Item Ill. 1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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.
.............................................
North Carolina Professional Engineer's seal, signature, and date:
Certification per I CAC 02T .0106(b):
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attest that this application for
Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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.
Signature: Date.
412-6
FORM: FTA 04-16 Page 5 of 5

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 MR)
All items trust be completed or the application will be returned
1. .APPLICANT INFORINIATION:
L Applicant's native: Lake Nonnan Charter School LLC (company, municipality. HOA, utility, etc.)
2. Applicant type: ❑ Individual M Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal t'N ❑ State/C n ❑ Municipal ❑ Other
3. Signature authority's naille: t per ;151 NQAQ 02`C .0106(b)
-- ~ harm Stein (Superintendent)
Title: ti1iS it
4. Applicant's mailim address: 12435 Old Statesville Road
City: Huntersville State: NC Zip: 28078
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: LNCS Turf Field
2. Application/Project status: ❑ Proposed (New Permit) E Existing Permit/Project
If a modification, provide the existing permit number: WQ0033540 and issued date: 10/27/2008
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: i`tecklenburg
4. approximate Coordinates (Decimal Degrees): Latitude: 35.3906" Longitude:-80.8376-
5. Parcel ID (ifapplicable) 01742112
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I . Professional Engineer: Robert Tripp License Number: NC23505
Firm:Merrick
4lailing,address: 301 S. McDowell St Suite 300
City: Charlotte State: NC "Zip: 28204-
Phone number: [phone] Email Address: robert.tripp n merrick.com
IV. WASTEWATER "TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:. McDowell Creek WWTP Permit Number: NCO036277
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF)
1. Permit Number(s): WQN/A Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection ,Systein,Permit uniber(s) (if}ippliitbje : WQCS
Owner Name(s): Charlotte Water
FORNI: FTA 04-I6 Page I of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02`I' .0305 & YIDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 180 PVCIDIP
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 NIDC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUINIP STATION INCLUDED IN THIS PROJECT
1. 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)
d. Operational point(s) of the puinp(s): gallons per minute at feet total dynamic head JDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15 NQAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(B)
y 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 15,000gallons 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)(I)(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, as evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or Pump, including travel timefranies, shall be provided
in the case of multiple station power outage.
FORIt,I: FTA 01-16 Page 3 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desi n Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?'
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2 Professional Engineer's Certification:
1, Robe rtE Tripp, PE attest that this application for
(Professional Engineer's name from Application Item 1L1_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, l further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies, that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine 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
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3. App 'ca 's Certification per 15".1 CAC 02T .0106(b): 05/04/2020
u�! ll (% ��MfjMq_i- attest that this application for
(Signature tr orty's name & title fr n Applicatitern 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 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 —'fir accordance with General Statutes 143-215.6A'and 143--2�15.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties tip to $25,000 per violation.
f..
12- Signature: � Date:.
FORi4t: FTA 04-16 Page 5 of 5

00 r Ln

Mr. Rich Bovard, Treasurer
Lake Norman Charter School
12435 Old Statesville Road
Huntersville, NC 28076
Michael F Rusloy. Governor
William 0, Ross Jr., sccrelary
North Carolina Deportment of Environment and Natural 110ourcus
Coluen K Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0033540
Lake Norman Charter School
Tax Parcel #017-421-04
C-MU Tracking # 600-08-569
Wastewater Collection Systern Extension
Mecklenburg County, North Carolina
In accordance with your application feceived on October 23, 2008., we are forwarding herewith
Permit No. WQ0033540, dated October 27, 2008, to Lake Norman Charter School for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit 'Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T.0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 1 SA NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. it shall be the
Permittee's responsibility to ensure that the as -constructed project meats the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board,
Nor
Onc
thCutrofiria
Mooresville Rational Office 610 Cast ccarcy Ave., Suite 301 N' ooresville, NC 28115 Plione. [phone] Fax: [phone]
Internal: wwa.rimaterquatiryorg Customer Servitz: 1-877-623-6748
An 7- val Opartimlly[Affirmative Action Emplayer - 501A Racycleadift Post Consumer Paper
zq EG:80 800Z/16/01
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Mr, Rich Savord
Pago 2
comber 27, 2008
In accordance with the previsions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 1471 linear feet of 6-inch gravity sewer and
the discharge of 11,250 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,
as applicable; and other supporting data subsequently filed and approved by the Department of
Isnvironment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the CMU's McDowell
Creek WVVTP (NPDE$ No, NCg0 6277) prior to being discharged into the receiving strum.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the
tttWQCS00001 permit requirements.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 1508 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, RC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Michael Parker at
[phone],
Sincerely,
�.� J
Or Colean H. Sullins
Electronic opies: Meredith Moore,r County Development
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Robert Tripp,
Cc: Mooresville Regional Office, Collection System Permit Pile
Surface Water Protection Central Piles
PERCS
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.-.
'this permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations.
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit, 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adapted February 12, 19,96, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adapted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein,
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting date.
3. The wastewater collection facilities shall be properly maintained and operated at all times, The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as rewired by 15A NCAC 2T.0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2@ .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year), Pump stations that are connected to a telemetry system} shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year,
g. Inspection and maintenance records shall be maintained for a period of at least three years,
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1
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4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved,
5. Construction of the gravity sewers, purnp stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State,
6. Per 15A NCAC 2T 01,16, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable: and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-21 5,6C.
0, In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands
under 15A NCAC 28.0200 and 15A NCAC 2H .0500.
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etr,.,, or
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b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 11 of Form CS -SBA? (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 27th day of October, 2008.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033540
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., Permit No. WQ0033540
October01.
Owner/WQCS PE WooS/ WVTP
Rich Bovard Robert Tripp, A.E. Barbara Grass
Lake Norman Charter School Turnbull Sigmon Associates Charlotte Mecklenburg Utilities
12435 Old Statesville Road 1001 Morehead Square Drive, Ste. 530 5100 Brookshire Blvd.
Nuntersville, NC 28078 Charlotte, NC 28203 Charlotte, NC 28216
Complete and submit this farm to the permit issuing regional office with the fallowing:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
® Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
to the project should be clearly identified on the record drawings or in written summary form. Kermit
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTiPICAT10N
El Partial 0 Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe Q periodically, 0 weekly, [ J full time) the construction of take Norman Charter School, a
Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 1SA NCAC 2T; the Division of Water Ouality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date-.
s , r
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
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