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Home My WebLink AboutNC0036277_Other Correspondence_20181017benesch Transmittal Form To: NCDEQ— Water Quality Section Mooresville Regional Office Attn: Barry Love / Debbie Luckman 610 E. Center Avenue Mooresville, North Carolina 28115 ® Mail ❑ Messenger Delivery WE ARE SENDING YOU: Alfred Benesch & Company 2359 Perimeter Pointe Parkway, Suite 350 ;?K Charlotte, NC 28208 RECEIVED/NCOENR/DWR www.benesch.com P 704-521-9880 OCT 17 ?0)0 F704-521-9955 ❑ Next Day Delivery ®Attached COPIES DATE DESCRIPTION THESE ARE TRANSMITTED as checked below WOROS MOORESVILLE REGIONAL OFFICE Date: Job No. 17000232 Subject: CPCC Merancas Campus Phase IV Classroom Building— Private Sanitary Sewer Permit Application —1" Submittal UPDATE ❑ UPS Ground ❑ Under separate cover: ❑ Other: Hand ® For approval ❑ Approved as submitted ❑Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑Submit copies for distribution ® As requested ❑ Returned for corrections ❑Return corrected prints ❑ For review and comment Remarks: Barry / Debbie, enclosed is the signed Flow Tracking / Acceptance for Sewer Extension application (FTSE) to accompany the previously submitted permit application package for a new classroom building at the Central Piedmont Community College (CPCC) Merancas Campus in Huntersville, NC. The previous FTSE form submitted was printed from a copied PDF that apparently removed the digital signature. Please let us know if you have questions or require additional information. cc: Paula Gornto, PLA Project Manager Signature: Lester Barnes, PE Project Engineer PS01-0998-06form RECEIVEDINCDENRIDWR OCT 17 2018 State of North Carolina Department of Environmental Quality DWR wOROS Division of Water Resources M00yy��SVILV1,�,REGISPN; LOFFICE Division of Water Resources 1''1ow'1'racicrng/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: BENESCH Project Name for which flow is being requested: CPCC Merancas Campus -Paso IV Classroom Building 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. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: McDowell Creek WWTP b. WWTP Facility Permit #: NCO036277 All flows are in MGD c. WWTP facility's permitted flow 12.00 d. Estimated obligated flow not yet tributary to the WWTP 0.49416 e. WWTP facility's actual avg. flow 5.033 f. Total flow for this specific request 0.01028 g. Total actual and obligated flows to the facility 5.554 It. Percent of permitted flow used 46.3% 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) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow** Current Avg. Tributary Flow Plus (Name or Capacity, * (Firm / pfl, Daily Flow, Daily Flow, Obligated Available Number) MGD MOD MGD MGD Flow Capacity*** * The Firm Capacity 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. *** 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): UNKNOWN Downstream Permit Number: UNKNOWN Page 1 of 6 FTSE 04-16