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Home My WebLink AboutWQ0045522_Application (FTSE)_20240725VL GENERAL REQUIREMENTS I. 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 Op rational Acrcemcnt (FORM: DLb� been attached? ❑ Yes ❑ No ® N/A 3. If the Applicant is a Home/Property Owners' Association, has an FICA iPOA Operational .Agreement ( FORM: HOA) and supplementary documentation as required by I5A NCAC 02T.0I 15(c) been attached? ❑ Yes ❑ No ® N/A 4. Origin of wastewater: (check all that apply): ® Residential (Individually 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 % Industrial (See 15.A ACAC 02T .0103(20)) If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No 6. Has a flow reduction been approved under 15.1, NCAC 021 .01 141 fl? ❑ Yes ❑ No > If yes, provide a copy of Row reduction approval letter with this application 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(o) Daily Design Flow'" No. of Units Flow Single Family Townhome 3 BR 225 gal/unit 13 1925 GPD Commercial 225 gal/unit 1 225 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 3, 150 GPD a See I5.-A NCAC 02T .01 14(b). Id), le)(1 ) and le)(' 1 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,_12A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 02T.01 14] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. S. Wastewater generated by project: 3 l50 GPD (per 15 A SC. -AC 02T .01 14) Do not include future flows or previously permitted allocations If permitted flow is zero, please indicate why: ❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line. Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow. ❑ Flow has already been allocated in Permit Number: Issuance Date: ❑ Rehabilitation or replacement of existing sewers with no new flow expected ❑ Other (Explain): FORM: FTA 06-21 Page 2 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: Town of Southern Pines Project Name for which flow is being requested: Bradford Village Townhouses More than one FTSE may he 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. 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Moore County Water Pollution Control Plant b. WWTP Facility Permit k NC O037508 All flows are in MGD c. WWTP facility's permitted flow 10.0000 d. Estimated obligated flow not yet tributary to the WWTP 1.03259 e. WWTP facility's actual avg. flow 5.00900 f. Total flow for this specific request 0.00315 g. Total actual and obligated flows to the facility 6.04474 It. Percent of permitted flow used 60.4474 11. 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) (F)=(A-D) Design Obligated, Pump Pump Average Approx. Not Yet Total Current Station Station Finn Daily Flow** Current Tributary Flow Plus (Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available Number) No, MGD MGD Flow, MGD MGD Flow Capacity*** SP-4 5.0000 2.0000 0.8824 0.1664 1.0488 0.9512 * 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 (pt) 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): Moore County Public Utilities Downstream Permit Number: WQCS00034 Page 1 of 6 FTSE 10-18 11I ��t�l��i;1�� t��[i��,i�; I��G ;l I l� {� IY Ulvlston of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: Town of Southern Pines Project Name for which flow is being requested: Bradford Village Townhouses 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. 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Moore County Water Pollution Control Plant b. WWTP Facility Permit #: NC 0037508 c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow f Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used A11 flows are in AIGD .00315 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 Pump Average Approx. Not Yet Total Current Station Station Firm Daily Flow** Current Tributary Flow Plus (Name or Permit Capacity, * (Firm / pi), Avg. Daily Daily Flow, Obligated Available Number) No. MGD MOD Flow, MOD MGD Flow Capacity*** * 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): Moore County Public Utilities Downstream Permit Number: WQCS00034 Page 1 of 6 FTSE 10-18 III 1,Ilfl��ll�i ��tl��t Il�� 1 ti _ .. ..