WQ0041775_Application (FTSE)_20200702

Application Number:v� (to be completed by DwR)
V 1- r,
All items must be completed or the application will be returned
IVIV0Fd0
I. APPLICANT INFORMATION: ,00 SVf-,x Rt 010NAL 0rr1^sL-
I. Applicant's name: Mariner Foundation (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal 0 State/County ❑ Municipal
3. Signature authority's name: Toni M. Gortney per 15A NCAC 02T .0106(b)
Title: Mariner Foundation Chair
4. Applicant's mailing address: 1209 Little Rock Road
City: Charlotte State: NC Zip: 28214-
5. Applicant's contact information:
Phone number: [phone] Email Address: twinstead@a earl be it�nnin sg cdc_com
IL PROJECT INFORMATION:
❑ Privately -Owned Public Utility
M Other
I . Project name: Mountain Island Day Community Charter School
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: 36.06889' Longitude: -79 35000"
5. Parcel ID (if applicable): 5920108
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: George A. Genero, PE License Number: 035509
Firm: Civil & Enviromnental Consultants, Inc.
Mailing address: 3701 Arco Corporate Drive Suite 400
City: Charlotte State:,NC Zip: 28273-
Phone number: [phone] Email Address: ggenero cecinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine W WTP. Permit Number: NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ , Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
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. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ 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,b
No. of Units
Flow
School with Cafeteria
15 gal/Student
431
6,465 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
6,465 GPD
a See 15A NCAC 02T .0114(bb),(d). (e)(1) and LL 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: 6,465 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 pen -nits 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
6 590 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 PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
IQ
❑ 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(1)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) &..(g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(fl 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-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
Ariy 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(a) contains alternatives where separations in 02T.0305(D cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® 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 213.0202
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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design 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.
Professional Engineer's Certification:
1 0 k at F�%� attest that this application for
(Professional Engineer's name from Application Item III.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 143-215.613, 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: \`�� �N, GAfO s®�
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1
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, n i M. LAIOrtm attest that this application for
(Signature Authority's ame & title from 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 143-215.6B, 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.
Date:
FORM: FTA 04-16 Page 5 of 5

/'Awzy "ow AM aROL i
t
P1 a
Civil & Environmental Consultants, Inc.
June 15, 2020
J1 t
North Carolina Department of Environmental Quali i�
Division of Water Resources
610 E. Center Avenue(�j
Mooresville, North Carolina 28115
To whom it may concern:
Subject: Fast Track Sewer System Application
Mountain Island Day Community Charter School
Private On -Site Gravity Sanitary Sewer
CEC Project 194-994
fFi `il
wal os
Attached for your review and approval are the following items for Fast Track Sewer System
Application permitting for the Mountain Island Day Community School located at 1209 Little Rock
Road in the City of Charlotte, Mecklenburg County:
® One (1) check written to the amount of $480.00 for application fee. Check made payable
to North Carolina Department of Environmental Quality (NCDEQ);
® One (1) original and one (1) copy of the completed and executed Fast Track Application;
® One (1) original and one (1) copy of the completed and executed Flow
Tracking/Acceptance Form;
® One (1) copy of an 8.5" x I I" USGS topography map; and
• One (1) aerial map of project area.
The project includes approximately 590 linear feet of 6" private gravity sewer that connects to the
Paw Creels Outfall and the McAlpine WWTP — NC0024970.
Should you have any questions or require any additional information in support of this application,
please do not hesitate to contact me at 864-230-0274.
Sincerely,
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
Matthew Johnson, PE George enero, PE
Assistant Project Manager Principal
Enclosures
3701 Arco Corporate Drive, Suite 400 1 Charlotte, NC 28273 1 p: 980-237-0373 f: 980-237-0372 1 www.cecinc.com

CHARLOTTE
Wt)TER
April 8, 2020
Mr. George Genaro
Civil & Environmental Contractors, Inc.
3701 Arco Corporate Drive
Suite 400
Charlotte, NC 28273
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MOUNTAIN ISLAND DAY COMMUNITY CHARTER SCHOOL
1209 LITTLE ROCK ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20201694
After analysis of the sanitary sewer associated with the proposed project, 20201694, MOUNTAIN
ISLAND DAY COMMUNITY CHARTER SCHOOL, it was determined that there is sufficient capacity
to accommodate the proposed sewer flow of 6,465 gallons per day (431 students x 15 gpd/student)
at the connection point(s) indicated on the submitted utility plan for transmission to the McAlpine
Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This
acceptance of flow is based upon the existing capacity of the designated publicly owned treatments
works. Please see attached NCDEQ-FTSE form.
Charlotte Water (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.
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 or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two L2) Years of issuance of this flow acceptance and payment for any service
connections have 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 request must be made.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Cr u-i,(.teewt.Q- AwzoLl,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Braoksl=itr Bivcl. harlotrN; N{_ 28216 C`si-7i- [tery rei � „
?? Operated by the City of Charlotte

r� State of North Carolina
Department of Environmental Quality
Division of Water Resources
w t Tracking for Sewer Extension Applications
_ ._ � ;N100R ��t �_ . - EGI N, ( - , (FTSE 10-18)
Entity Requesting Allocation: Civil & Environmental Consultants
Project Name for which flow is being requested: Mountain Island Day Community Charter School
More than one FTSE inay be required for a single project if the owner of the WWTP is not responsible for all pufnp
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
WWTP Facilit Name: McAlpine Creek, Irwin Creek, Sugar Creek
a. J
b. WWTP Facility Permit #: NCo024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 11.957
e. WWTP facility's actual avg. flow 72.625
f. Total flow for this specific request 0.006465
g. Total actual and obligated flows to the facility 84.582
h. Percent of permitted flow used 85.4%
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)
Design
Pump Pump
Station Station
(Name or Permit
Number) No.
Firm
Capacity, *
MGD
Average
Daily Flow**
(Firm / p f),
MGD
Paw Creek
10.3
4.12
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
5.895
0.917
6.812
-2.692
* 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): Paw Creek OutfalI
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell certify to the best of my knowledge that the addition of
I
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.
4�A-. &> 4/2/2020
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2of6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
13.5 % and 0.917 MGD of the Available Capacity (E) in Pump Station
Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.1 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Long Creek EQ Basin and Paw Creek Forcemain Replacement is in design or under construction with
planned completion in Long Creek EQ Basin - Complete ; and/or
d. The following applies:
Charlotte Water's Community Investment Plan has allocated funds for improvements to the Paw
Creek force main and a five -million gallon EQ basin at Long Creek Pump Station. Long Creek
and Paw Creek pump stations operate as a system using SCADA data to determine the rate of
flow delivered from the upstream pump station, Long Creek, to Paw Creek the downstream
facility. Long Creek pump station has the ability to transfer flows to flow equalization
tanks during peak flow events and then meter out flow to Paw Creek as flow conditions allow.
In addition, the basins for both stations are large and result in a daily peaking factor of
2.06 at Paw Creek Pump Station, which allows the stations to operate safely at flows greater
than 40% of the firm pumping capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
KA.,
4/2/2020
Signing Official Signature
Date
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For
POTWs that implement a pretreatment program, include flows allocated to industrial users who may not be
using all of their flow allocation. Please contact your Pretreatment Coordinator for information on industrial
flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by
the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d.=0.515MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed
flow for this project with other obligated flows that have been approved for the pump station but are not yet
tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less
than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is <
0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there
is significant likelihood that needed improvements or reductions in obligated flows will be in place prior to
activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or
control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration
and inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten ear capital plan contain recommended scope and fundin fora capital project entitled
Kaw Creek Pum Station upgrade with funding planned in July 2014. This 12roject is planned to add 0.100 MGD
to the firm capaci1y of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priorityfor
fundingand construction to be im lemented ahead of the activation of obligated, not yet tributa1y flows
in
amounts that exceed the firm 12u= station ca acities identified in Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 6of6
FTSE 10- 18

ISMS/�(►(� U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
aaA+q:geab
MOUNTAIN ISLAND LAKE QUADRANGLE
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Genero, George
From:
Luckman, Debbie <[e-mail]>
WGROS
Sent:
Thursday, June 25, 2020 11:20 AM
i 1f IALOVFIC
To:
Genero, George
Subject:
RE: [External] RE: Fast track application for Mountain Island Community Charter School
A
George,
0� s
Your signature and stamp are the
originals, but the applicants signatures also have to be originals. �tp. ter,
-
[ . ID rah Luelman
E Er viroy enialAssistance aid Cwtomer Service
I North Carolina Department of l nvkonrneutal Quality
,
ta-.zur,a s, ac��'.�-,t
1 704-?35-2111 (Office)
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debbie.luc_lan�it c lenr. TE
AF
From: Genero, George [mailto:[e-mail]] 14eVC)
Sent: Thursday, June 25, 2020 11:07 AM -
To: Luckman, Debbie <[e-mail]> ��
Subject: [External] RE: Fast track application for Mountain Island Community Charter School
The application had original signatures and my original seal. I was on vacation when my staff sent the application to
your office. Can you please check? It was in blue ink. If not, my apologies. We will track down an original copy.
Attached are the approvals provided by Charlotte Water.
Thanks,
George A. Genero, P.E. I Principal
Civil & Environmental Consultants, Inc.
mobile [phone] ggenero(o-)-cecinc.com I www.cecinc.com [cecinc.coml
Greenville 1 530 Howell Rd., Suite 203, Greenville, SC 29615 1864.626.3140
Charlotte 13701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Senior Leadership = Integrated Services
�._� personal Business Relationships
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North Carolina Secretary of State Search Results
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Legal Name
Mariner Foundation
Prev Legal Name
Mountain Island Day School Parent Teacher Organization
Sosld: 1252848
Status: Current -Active
Date Formed: 4/3/2012
Citizenship: Domestic
Annual Report Due Date:
CurrentAnnual Report Status:
Registered Agent: Holt, Ken
Mailing
1209 Little Rock Road
Charlotte, NC 28214
Principal Office
1209 Little Rock Road
Charlotte, NC 28214
Reg Office
8101 Fallsdale Drive
Charlotte, NC 28214
Reg Mailing
8101 Fallsdale Drive
Charlotte, NC 28214
https://www.sosnc.gov/online_services/search/Business_Re2istration_Results 6/30/2020