WQ0043343_Application Attachment_20220413

RECEIVED/NCDECl/DWR
APR - 7 2022
WOROS
OORESVILLE REGIONAL OFF
State of North Carolina
lartment of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Bonnie Cone Leadership Academy — Project # 20216527
Description: The Bonnie Cone Leadership Academy engineering plans and specifications, as prepared and sealed
by George A. Genero, NCPE, with Civil & Environmental Consultants, Inc., The Bonnie Cone Leadership
Academy located on 16101 Poplar Tent Church Road, Huntersville, NC, with a wastewater discharge of 26,250
GPD.
What is the quantity of flow that will be discharged? 26,250 GPD
Flow type:
❑ Domestic
Commercial 100
❑ Industrial
OA
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
D= (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
CLARKE CREEK
1.014
0.406
0.0257
0.0050
0.307
0.099
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Keri Cantrell, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
KrN;CC- 1/18/2022
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13