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HomeMy WebLinkAboutwq0028587_Permit (Modification)_20170119Water Resources ENVIRONMENTAL OUALITy January 19, 2017 David A. Hollis, Town Manager Town of Leland 102 Town Hall Drive Leland, NC 28451 Subject: Permit No. WQ0028587 MODIFICATION Town of Leland Brunswick Forest Collection System Wastewater Collection System Extension Brunswick County Dear Mr. Hollis: �og''I ROY COOPER. "I", "In, WIL.LIAM G. ROSS, JR. .,ruin Fu'aan S. JAY ZIMMERMAN i?✓T'pir In accordance with your application received December 19, 2016 and additional information received on January 11t" and 18t", 2017, we are forwarding herewith Permit No. WQ0028587 dated January 19, 2017 to the Town of Leland (Permittee) for the construction and operation upon certification of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0028587 issued September 14, 2016, and shall be subject to the conditions and limitations as specified therein.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. This modification adds gravity sewer and two pump stations to serve 200 single-family residences in Phase 9 Section 3. Please pay particular attention to the following conditions contained within this permit: Special Conditions: Condition 1.1: This permit shall become voidable unless the agreement between the Town of Leland and Brunswick County forthe collection and final treatment of wastewater is in full force and effect. [15A NCACO2T.0304(h)] Condition 1.2: Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump station identifying name/number, address, 24-Hour Emergency telephone number, and name of the owner/operator of the sewer system/pump station and instructions to call the number in the event of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T .0305(h)(2)] -',--�' Nothing Compares"� 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-7215\ Internet: www.deg.nc.zov An Equal Opportunity \Affirmative Action Employer — Made in part by recycled paper Standard Conditions: Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved. Condition IIA: 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. It shall be responsibility of the Permittee to ensure that the as -constructed project meets 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. 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 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Dean Hunkele at (910) 796-7215 or via e-mail at Dean. HUnkele@ncdenr.gov. Sincerely, James egson, Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDEQ Cc: Adam Grady, Hanover Design Services Bill Pinnix, Brunswick County Public Utilities WIRO, Surface Water Protection -- Northeast Brunswick Regional (NC0086819) Sewer Ext. File Central Files, Water Quality Section PERCS Unit (via email) Permit No. WQ0028587 Page 2 of 14 Environmental Quality In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the TOWN OF LELAND BRUNSWICK COUNTY for the construction and operation upon certification of approximately 4,124 linear feet of 8-inch and 1,195 linear feet of 10-inch gravity sewer, a 372—gallon per minute pump station (#7) with duplex pumps, on -site audible and visual high water alarms, telemetry, and a permanent generator with automatic transfer switch or an automatically activated stand-by bypass pump as well as approximately 2,210linear feet of 6-inch force main to directly serve 88 three -bedroom residences and the discharge of 18,480 gallons per day of collected domestic wastewater plus flow from the system below and future service areas; for the construction and operation upon certification of approximately 4,815 linear feet of 8-inch gravity sewer, a 63—gallon per minute pump station (#8) with duplex pumps, on -site audible and visual high water alarms, telemetry, and a permanent generator with automatic transfer switch or an automatically activated stand-by bypass pump as well as approximately 1,350 linear feet of 3-inch force main to serve 112 three -bedroom residences and the discharge of 23,520 gallons per day of collected domestic wastewater; Both systems described above are associated with the Phase 9 Section 3 project discharging into the Town of Leland's existing sewerage system, pursuant to the application received December 19, 2016 and additional information received on January 111h and 181h, 2017 and 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 Environmental Quality and considered a part of this permit. AND September 14, 2016 Modification (Version 4.2) For the continued operation of approximately 1,560 linear feet of 8-inch to serve 28 three -bedroom single-family residences as part of the Phase 1 Section 5 project, and the discharge of 5,880 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received August 10, 2016. This system was certified complete on January 5, 2017. Permit No. WQ0028587 . Page 3 of 14 April 14, 2016 Modification (Version 4.1) For the continued construction and operation upon certification of approximately 4,423 linear feet of 8- inch and 154 linear feet of 12-inch gravity sewer to serve 80 three -bedroom single-family residences as part of the Phase 3 Section 3 project, and the discharge of 16,800 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received March 11, 2016. October 26, 2015 Modification (Version 4.0) For the continued construction and operation upon certification of approximately 5,390 linear feet of 8- inch gravity sewer; a 52-gallon per minute pump station with 1,210 linear feet of 4-inch force main to serve 119 three -bedroom single-family residences as part of the Phase 5 Section B-1 project, and the discharge of 24,990 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received September 10, 2015. Pump station and force main certified complete on May 24, 2016. August 3, 2015 Modification (Version 3.9) For the continued construction and operation upon certification of approximately 6,147 linear feet of 8- inch, 1,201 linear feet of 10-inch, and 538 linear feet of 12-inch gravity sewer; a 108-gallon per minute pump station with 722 linear feet of 6-inch force main to serve 220 three -bedroom single-family residences as part of the Phase 2 Section 4 project, and the discharge of 46,200 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received July 9, 2015. June 2, 2015 Modification (Version 3.8) For the continued operation of approximately 4,534 linear feet of 8-inch and 1,326 linear feet of 12-inch gravity sewer to serve 101 three -bedroom single-family residences and 30 duplex units as part of the Phase 2 Section 3 project, and the discharge of 27,510 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received April 22, 2015 and additional information received on June 1, 2015. This system was certified as complete on February 11, 2016. January 15, 2015 Modification (Version 3.7) For the continued construction and operation upon certification of approximately 3,217 linear feet of 8- inch gravity sewer to serve 44 three -bedroom homes as part of the Phase 2 Section 5 (Tennyson Village) project, and the discharge of 9,240 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received December 11, 2014. May 23, 2014 Modification (Version 3.6) For the continued operation of approximately 4,965 linear feet of 8-inch gravity sewer; a 90—gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and a permanent generator with automatic transfer switch as well as approximately 2,090 linear feet of 4-inch force main to serve 96 three -bedroom single—family residences as part of the Brunswick Forest Phase 1 Section 4 project, and the discharge of 20,160 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received April 15, 2014. This system was certified as complete on March 17, 2015. Permit No. WQ0028587 Page 4 of 14 December 19, 2013 Modification (Version 3.5) For the continued operation of approximately 1,766 linear feet of 8-inch gravity sewer to serve 43 three - bedroom single-family residences as part of the Brunswick Forest Phase 1 Section 6B project, and the discharge of 9,030 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received November 21, 2013. This system was certified as complete on August 6, 2014. October 9, 2013 Modification (Version 3.4) For the continued operation of approximately 5,685 linear feet of 8-inch gravity sewer to serve 101 three - bedroom single-family residences and 22 three -bedroom duplex units as part of the Brunswick Forest Phase 2 Section 2 project, and the discharge of 25,830 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received August 29, 2013 and additional information received.on September 4, 2013. This system was certified as complete on August 19, 2014. March 6, 2013 Modification (Version 3.3) For the continued construction and operation upon certification of approximately 208 linear feet of 8-inch gravity sewer to serve a medical office on Lot 10 of the South Village commercial area as part of the South Village Lot 10 project, and the discharge of 750 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received January 24, 2013, and additional information received on January 30, 2013. March 21, 2012 Modification (Version 3.2) For the continued operation of approximately 4,411 linear feet of 8-inch gravity sewer, to serve 87 three - bedroom residences (18,270 gpd), 32 three -bedroom townhomes (6,720 gpd), and 4 buildings with a total of 16 multi -family units (3,360 gpd) as part of the Brunswick Forest Phase 2B Section 1 project, and the discharge of 28,350 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the applications received March 5, 2012. This system was certified as complete on March 24, 2014. April 21, 2011 Modification (Version 3.1) For the continued operation of approximately 679 linear feet of 8-inch gravity sewer, to serve 13 three - bedroom residences (70 gpd/bedroom), as part of the Brunswick Forest Phase 1 Section 6A project, and the discharge of 1,820 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the applications received March 30, 2011. This system was certified as complete on June 30, 2011. February 13, 2009Modification (Versions 2.9 and 3.0) For the continued operation of approximately 4,765 linear feet of 12-inch gravity sewer, 13,696 linear feet of 8-inch gravity sewer; a 450—gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and on -site generator with automatic transfer switch with approximately 9,805 linear feet of 8-inch force main to serve 193 three -bedroom residences, ma intenance shed with wash bay (1,650 gpd), golf course restrooms (1,000 gpd), and a country club with food service (7,440 gpd) as part of the Brunswick Forest Phase 3B & Country Club project, and the discharge of 50,620 (reduced from 79,570) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the applications received January 26, and 27, 2009. This system was certified complete on August 30, 2016. Permit No. WQ0028587 Page 5 of 14 February 6, 2009 Modification (Version 2.8) For the continued operation of approximately 3,988 linear feet of 8-inch gravity sewer to 48 three - bedroom residences and 72 two -bedroom residences as part of the Brunswick Forest Phase 1 Section 2 Village 2-A Sewer project, and the discharge of 20,160 (reduced from 34,560) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received January 9, 2009. This system was certified as complete on May 4, 2009. January 30, 2009 Modification (Version 2.7) For the continued operation of approximately 13,192 linear feet of 8-inch gravity sewer, approximately 1,564 linear feet of 10-inch gravity sewer, approximately 2,531 linear feet of 12-inch gravity sewer; a 550— gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, on -site generator with automatic transfer switch with approximately 10,325 linear feet of 10- inch force main to serve 324 single-family three -bedroom lots as part of the Brunswick Forest Phase SA and Phase 5 project, and the discharge of 68,040 (reduced from 116,640) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received December 22, 2008. This system was certified as complete on July 13, 2015. October 17, 2008 Modification (Version 2.6) Forthe continued operation of approximately 4,607linear feet of 8-inch gravity sewer to serve as a gravity sewer outfall or interceptor line for future upstream or tributary sewer systems as part of The Villages at Brunswick Forest project with no additional discharge of collected domestic wastewater into Town of Leland's existing sewerage system, pursuant to the application received September 26, 2008. This system was certified as complete on December 8, 2008 & updated May 4, 2009. August 1, 2008 Modification (Version 2.5) For the continued operation of approximately 599 linear feet of 8-inch gravity sewer to serve a 3,511 gallons per day medical office building as part of the South Village Phase-1 project, and the discharge of 3,511 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received June 19, 2008. This system was certified as complete on May 4, 2009. July 18, 2008 Modification (Version 2.4) For the continued operation of approximately 1,630 linear feet of 8-inch gravity sewer to serve a 49,170 sf Grocery Store (4,920 gpd), 84,370 sf of Retail Space with no food services (8,437 gpd), a 13,225 sf Pharmacy (1,325 gpd), a 30 space Restaurant Drive-Thru (1,500 gpd) and a 50 seat Restaurant (2,000 gpd) as part of the East Village Phase-1 project, and the discharge of 18,182 gallon per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received June 19, 2008. This system was certified as complete on September 27, 2011. October 12, 2007 Modification (Version 2.3) For the continued operation of approximately 1,174 linear feet of 8-inch gravity sewer to serve 62 three - bedroom and 10 two -bedroom residences as part of the Phase 1 Section 2 Village 4-A project, and the discharge of 14,420 (reduced from 24,720) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received September 18, 2007. This system was certified as complete on July 31, 2008 and updated May 8, 2009. Permit No. WQ0028587 Page 6 of 14 September 7, 2007 Modification (Version 2.2) For the continued operation of approximately 2,952 linear feet of 8-inch gravity sewer to serve 72 three - bedroom residences as part of the Phase 1 Section 2 Village 1-A project, and the discharge of 15,120 (reduced from 25,920) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received July 25, 2007. This system was certified complete on July 31, 2008. June 8, 2007 Modification (Version 2.1) For the continued operation of approximately 1,393 linear feet of 8-inch gravity sewer to serve Lots 1 & 2 for a bank.with 10 employees (250 gpd) and an unspecified development on the other (will require allocation to be added prior to connection) as part of the East Village Commercial Center project, and the discharge of 250 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received May 16, 2007. This system was certified as complete on December 6, 2007. April 20, 2007 Modification (Version 2.0) For the continued operation of approximately 5,065 linear feet of 8-inch gravity sewer to serve 94 three - bedroom single-family residences as part of the Brunswick Forest Phase 1 Section 3 project, and the discharge of 19,470 (reduced from 33,840) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received March 29, 2007. This system was certified as complete on August 6, 2008. April 13, 2007 Modification (Version 1.9) For the continued operation of approximately 5,126 linear feet of 8-inch gravity sewer to serve 56 three - bedroom single-family residences and 30 three -bedroom & 30 two -bedroom townhomes as part of the Brunswick Forest Phase 6 Sections 1-B & 2 project, and the discharge of 22,260 (reduced from 38,610) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received March 9, 2007. This system was certified as complete on November 30, 2007. December 22, 2006 Modification (Version 1.8) For the continued operation of approximately 13,874 linear feet of 8-inch gravity sewer; a 387—gal Ion per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and on - site generator with automatic transfer switch; as well as approximately 3,520 linear feet of 6-inch force main to serve 193 three -bedroom residences as part of the Brunswick Forest Phase 1 Section 2 project, and the discharge of 40,530 (reduced from 69,480) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received December 1, 2006. This system was certified as complete on May 4, 2009. October 27, 2006 Modification (Version 1.6) For the continued operation of approximately 1,008 linear feet of 8-inch gravity sewer to serve future development including a sales center & wellness facility in Brunswick Forest Phase 6 Section 1-A as part of the Brunswick Forest project and the discharge of 800 gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received September 15, 2006. This system was certified as complete on June 15, 2007. Permit No. WQ0028587 Page 7 of 14 I May 26, 2006 Modification (Version 1.5) For the continued operation of approximately 5,926 linear feet of 8-inch gravity sewer; a 380—gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry, and on - site generator with automatic transfer switch; as well as approximately 3,915 (increased from 2,821 feet per modification issued November 3, 2006) linear feet of 6-inch force main to serve 149 three -bedroom residences as part of the Jefferson Landing at Brunswick Forest Phase 2 (aka Phase 1 Section 1-B) project, and the discharge of 31,290 (reduced from 53.640) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application originally received April 24, 2006 and subsequent modification request received September 25, 2006. This system was certified as complete on March 27, 2007. April 7, 2006 Modification (Version 1.4) For the continued operation of approximately 793 linear feet of 10-inch, and 2,329 (reduced from 3,830) linear feet of 12-inch gravity sewer to serve as a gravity sewer outfall or interceptor line for future upstream or tributary sewer systems as part of the Brunswick Forest Phase 3A project with no additional discharge of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received February 16, 2006. This system was certified as complete on March 15, 2007. March 10, 2006 Modification (Version 1.3) For the continued operation of approximately 6,741 linear feet of 8-inch gravity sewerto serve 131 three - bedroom residences as part of the Jefferson Landing at Brunswick Forest Phase 1 (aka Phase 1 Section 1-A) project, and the discharge of 27,510 (reduced from 47,160) gallons per day of collected domestic wastewater into the Town of Leland's existing sewerage system, pursuant to the application received February 14, 2006. This system was certified as complete on December 22, 2006. July 21, 2005 Modification (Version 1.2) For the continued operation of approximately 25 linear feet of 8-inch and 3,290 linear feet of 12-inch gravity sewer to serve as a gravity sewer outfall or interceptor line for future development upstream of the previously approved sewer listed below as part of the Brunswick Forest Phase 2 project, and with no additional discharge of collected wastewater into the Town of Leland's existing sewerage system, pursuant to the application received June 15, 2005. This system was certified as complete on December 8, 2008. March 24, 2005 Original Permit (Versions 1.0 & 1.1) For the continued operation of approximately 868 linear feet of 8-inch, 3,414 linear feet of 10-inch, and 3,141 linear feet of 12-inch gravity sewer; a 1500—gallon per minute pump station with duplex pumps, on - site audible and visual high water alarms, telemetry/autodialer, and on -site generator with automatic transfer switch, as well as approximately 20,650 total linear feet of 10-inch force main (dual force mains) to serve this large residential and commercial development as part of the Brunswick Forest Phase 1 project with no discharge of wastewater into the Town of Leland's existing sewerage system, pursuant to the application received March 11, 2005. This system was certified as complete on March 15, 2007. From the original permit 25,257 gpd of commercial flow allocation remains in reserve from the October 17 2008 modification. Permit No. W00028587 Page 8 of 14 This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein. Permit Number: WQ0028587 Issued Today: January 19, 2017 James H.(Gregson, Regional Supervisor Wilmington Regional Office Water Quality Regional Operations Section Division of Water Resources, NCDEQ By Authority of the Director and The Environmental Management Commission Permit No. WQ0028587 Page 9 of 14 SUPPLEMENT TO PERMIT COVER SHEET NAME OF APPLICANT is hereby authorized to: Construct, and then operate upon certification the aforementioned wastewater collection extension. The sewage and wastewater collected by this system shall be treated in the WWTF NAME Wastewater Treatment Facility in accordance with Permit Number NCOOXXXXX or WQOOXXXXX. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A NCAC 2T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; 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 meets the appropriate design criteria and rules. Construction and operation is contingent upon compliance with the Standard Conditions and any Special Conditions identified below. I. SPECIAL CONDITIONS 1. This permit shall become voidable unless the agreement between the Town of Leland and Brunswick County for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)] 2. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump station identifying name/number, address, 24-Hour Emergency telephone number, and name of the owner/operator of the sewer system/pump station and instructions to call the number in the event of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single- family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T .0305(h)(2)] II. STANDARD CONDITIONS 1. 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. [15A NCAC 02T.0104; G.S 143-215.1(d3)] 2. 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'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 materials unless specifically mentioned herein. [15A NCAC 02T.0110] Permit No. WQ0028587 Page 10 of 14 3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. [15A NCAC 02T .0110] 4. 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 required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)] a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 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 -months and inspections are documented. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C. h. A Grease Control Program is in place as follows: 1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors at existing establishments. The plan shall also include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems. 2. For privately owned collection systems, the Grease Control Program shall include at least bi- annual .distribution of grease education materials to users of the collection system by the permittee or its representative. 3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows. i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility. j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years with exception of the map, which shall be maintained for the life of the system. Permit No. WQ0028587 Page 11 of 14 5. Noncompliance Notification: The Permittee shall report by telephone to a water resources staff member at the Wilmington Regional Office, telephone number (910) 796-7215, 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, etc.; or b. Any SSO and/or spill over 1,000 gallons; or c. Any SSO and/or spill, regardless of volume, that reaches surface water Voice mail messages or faxed information is permissible, but this 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 (800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most current Division approved form) within five days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure thatthe problem does not recur. Part II of Form CS-SSO (orthe most current Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(al)] 6. Construction of the gravity sewers, pump 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. [15A NCAC 02T.0108(b)] 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. 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. If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the applicable County's Register of Deeds office shall be submitted with the certification. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Supporting documentation shall include the following: One copy of the project construction record drawings (plan & profile views of sewer lines & force mains) of the wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after construction information and show required buffers, separation distances, material changes, etc. b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating point, buoyancy calculations, and 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. Permit No. WO0028587 Page 12 of 14 c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written summary form. Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station design'capacity design increases of 5% or greater, and increases in the number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction. After -construction requests are discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification & activation. [15A NCAC 02T .0116] 8. Gravitysewers installed greaterthan ten percent belowthe minimum required slope perthe Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with firm supporting documentation. This shall be done through a permit modification with fee. Such variance requests will be evaluated on a case -by -case basis. Resolution of such request shall be evident priorto completing and submitting the construction certification. [ 15A NCAC 02T.0105(n)] 9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116] 10. 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 §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T .0108(b-c)] 11. '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. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)] 12. 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 the Division any other Federal, State, or Local government agencies which have jurisdiction or obtaining other permits which may be required by the Division or any other Federal; State, of Local government agencies. [G.S. 143-215.1(b)] Permit No. WQ0028587 Page 13 of 14 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: Town of Leland PERMITff: WQ0028587 PROJECT: Brunswick Forest Phase 9 Section 3 ISSUE DATE: January 19, 2017 COUNTY: Brunswick This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until the Division has received this Certification and all required supporting documentation. Consequently, it should be submitted in a manner that documents the Division's receipt. Send the required documentation to the Wilmington Regional Supervisor, Water Quality Section at the address at the bottom. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up until a final certification is received. A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted. PERMITTEE'S CERTIFICATION I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof. Printed Name, Title Signature ENGINEER'S CERTIFICATION Date I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, n full time) the construction of the project name and location as referenced above for the above 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; 15A NCAC 2T; the Division of Water Resources' (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 w/signature & date ❑ Final ❑ Partial Certification Comments/Qualifiers: NC DWR — Water Quality Regional Operations Section 127 Cardinal Drive Extension Wilmington, NC 28405 Wilmington Regional Office Phone: 910-796-7215 FAX: 910-350-2004 Central Files: APS _ SWP 12/21/2016 Permit Number WQ0028587 Permit Tracking Slip Program Category Status Project Type Non -discharge In review Major modification Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal SWRule Permitted Flow 548,723 Facility Facility Name Brunswick Forest Collection System Location Address Owner Version Permit Classification Z05 Individual Permit Contact Atiliation Major/Minor Region Minor Wilmington County Brunswick Facility Contact Affiliation Owner Name Owner Type Town of Leland Government - Municipal Owner Affiliation David A. Hollis PE 102 Town Hall or Dates/Events Leland NC 28451 Scheduled Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 3/24/2005 12/19/2016 Regulated Activities W Requested IReceived Events Any ,m t o.mnlex Additional information requested . State of North Carolina DWR 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 Application Number: a �Q sO I (to be completed by DwR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Town of Leland (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Federal ❑ State/County ® Municipal 3. Signature authority's name: David A. Hollis. P.E. per 15A NCAC 02T .0106(b) Title: Town Manager 4. Applicant's mailing address: 102 Town Hall Drive City: Leland State: NC Zip: 28451-_ 5. Applicant's contact information: Phone number: 910 371-0148 Email Address: dhollis(a townofleland.com H. PROJECT INFORMATION: ❑ Privately -Owned Public Utility ❑ Other 1. Project name: Brunswick Forest, Phase 9 Brunswick Parkway Extension 2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project If a modification, provide the existing permit number: WQ0028587 and issued date: 9/14/2016 If new construction but part of a master plan, provide the existing permit number: WQ0028587 3. County where project is located: Brunswick 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.17485' 5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer) M. CONSULTANT INFORMATION: 1. Professional Engineer: Adam Grady, PE License Number: 043166 Firm: Hanover Design Services, PA Longitude:-78.044554' Mailing address: 1123 Floral Parkway EC E I V E City: Wilmington State: NC Zip: 28403- DEC 9 Phone number: (91J0 343-8002 Email Address: aaradvnandsilm.com 20� BY° IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION: 1. Facility Name: Northeast Brunswick Regional Permit Number: NCO085819 Owner Name: Brunswick County V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): W00028587 Downstream (Receiving) Sewer Size: 10 inch System Wide Collection System Permit Number(s) (if applicable): WQCS00333 Owner Name(s): Town of Leland 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 tFOILb1_DEVj been attached? ❑ Yes ❑No ®N.'A 3. If the Applicant is a Home/Property Owners' Assopiiation, has an Operational Agreement (FORM: HOA) been attached? []Yes []No ®N.`A 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 _ 0/6 Industrial (Sge 15A NCAC 02T .0103(20)1 )"Is there a Pretreatment Program in effect? [:]Yes ® No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(D? ®Yes ❑ No D If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.01140 Daily Design Flow'-6 No. of Units Flow Residential 210 gal/day 200 42,000 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 42,000 GPD a See 15A NCAC 02T .0114(b), id), (e)(1) 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.42AA . 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: 42 000000 GPD (per 15A NCAC 02T .0114) D 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: _ ❑ 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 Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 10 785 DR18 PVC I D Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria D Section III contains information related to minimum slopes for gravity sewer(s) D Oversizing lines to meet minimum slope requirement is not allowed and a violation or 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: Pump Station 7 2. Approximate Coordinates (Decimal Degrees): Latitude: 34.17485 Longitude:-78.044554` 3. Design flow of the pump station: 0.53 millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): = gallons per minute at 57 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6 2210 SDR21 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)_ D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day D 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) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C): D It shall be demonstrated to the Division that the portable souse is owned or contracted by the applicant (draft agreement) and is compatible with the station. D If the portable power souse 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 souse 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(t)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e) D 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems: ❑ Yes ❑ No 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-1 waters of Class 1 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 systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade (vertical) 36 inches D 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305tf) cannot be achieved. D **Stream classifications can be identified [sing the Division's NC Surface Water Classifications webnaee D 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 D See the Division's draft separation requirements for situations where separation cannot be meet D No variance is required if the alternative design criteria specified is utilized in design and construction D As built documents should reference the location of areas effected 3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [:]No ➢ This would include Trout Buffered Streams per 15A NCAC 213.0202 4. Does the project comply with an individual 404 Permit or any 401 Certifications? ❑ Yes ® No D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters D Information can be obtained from the 401 & Buffer Permitting Brancb 5. Does project comply with I-NCAC 02T.01051cN6) (additional permits/certifications)? Per ILA NCAC 02T.OIOStcN61, 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 perms (erosion and sedimentation control plans, stormwater management plans, etc.). & 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 D 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 Pumo Stations and Force Mains. Llalest versiop, and the Gravity Sewer Minimum Design Criteria (latest version l 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 suoportine documents 2. Professional Engineers Certification: name from Application Item I11,1.) that this application for 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: ����0%%IC 1111/f i i SEAL 43165 ••.�Vt31Pffi�'� �� I 3. Applicant's Certification per 15A NCAC 02T .0106(b): /l o D / 0/rn(rt attest that this application for (Signature Autho ' y's name & title from Application Item 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 — 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. Signature: Date: l0 lG FORM: FTA 04-16 Page 5 of 5 DWR Division of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Town of Leland (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County ® Municipal ❑ Other 3. Signature authority's name: David A. Hollis. P.E. per 15A NCAC 02T .0106(b) Title: Town Manager 4. Applicant's mailing address: 102 Town Hall Drive City: Leland State: NC Zip: 28451-_ 5. Applicant's contact information: Phone number: (9M) 371-0148 Email Address: dhollis ,townoffeland.com II. PROJECT INFORMATION: 1. Project name: Brunswick Forest, Phase 9 Section 3 2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project If a modification, provide the existing permit number: W00028587 and issued date: 9 A K If new construction but part of a master plan, provide the existing permit number: WQ0028587 3. County where project is located: Brunswick 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.16703' Longitude:-78.036899' 5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Adam Grady, PE License Number: 043166 Firm: Hanover Design Services, PA Mailing address: 1123 Floral Parkway City: Wilmington State: NC Zip: 28403- Phone number: (910) 343-8002 Email Address: agradvna,hdsilm.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Northeast Brunswick Regional Owner Name: Brunswick County Permit Number: NCO085819 V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF): 1. Permit Number(s): WQ0028587 Downstream (Receiving) Sewer Size: 10 inch System Wide Collection System Permit Number(s) (if applicable): WQCS t)0 3 Owner Name(s): Town of Leland 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? ❑ Yes ❑No ®N/A 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)) L---->Is there a Pretreatment Program in effect? ❑ Yes ® No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes ❑ No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 021.0114(f)) Daily Design Flow °•b No. of Units Flow gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total GPD a See 15A NCAC 02T .0114(b). (d). (e)(1) 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. 42A41. 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: 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: Pending ❑ Rehabilitation or replacement of existing sewer with no new flow expected ® Other (Explain): Flow has already been requested in previous application FORM: FTA 04-16 Page 2 of 5 VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 10 410 DR18 PVC 8 8,939 DR18 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 VHI. 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: Pump Station 8 2. Approximate Coordinates (Decimal Degrees): Latitude: 34.167031' Longitude:-78.036999' 3. Design flow of the pump station: .0972 millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): 63 gallons per minute at 39 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 3 1350 SDR21 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) or ❑ 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 .d1200 & ;15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & W ® Yes ❑ No ➢ 15A NCAC 02T.0305(f) 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 H impounded reservoirs used as a source of drinking water 100 feet **Waters classified WS (except WS-1 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 systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade (vertical) 36 inches ➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae ➢ If noncompliance with 02T.0305Lfl or (g), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [—]No ➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project comply with an individual 404 Permit or any 401 Certifications? ❑ Yes ® No ➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters ➢ 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 ➢ 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. 2. Professional Engineer's Certification: I, BPPw--y,14'.'GRDV attest that this application for (Professional Engineer's name from Application Item 111.1.) 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: 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, -Vpv; (Signature Autho(-ity's name & title from Application Item 1.3.) CA , i SS/p �2 ti -:y SEAL 9r 43166 � 1 ®� ' t`?e'clreg. attest that this application for 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. Sig , 1 is J I b nature: Date: FORM: FTA 04-16 Page 5 of 5 ,£ 1 7# ), State of North Carolina rH"A _ Department of Environmental Quality Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Town of Leland. Project Name for which flow is being requested: Brunswick Forest Phase 9 Section 3 More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump 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: NORTHEAST BRUNSWICK b. WWTP Facility Permit #: WQ 0086819 All flows are in MGD c. WWTP facility's permitted flow 2.475 d. Estimated obligated flow not yet tributary to the WWTP 1.991 e. WWTP facility's actual avg. flow 1.806 f. Total flow for this specific request 0.042 g. Total actual and obligated flows to the facility 3.840 h. Percent of permitted flow used 155% 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) CD)=(B+Q (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 / pD, Daily Flow, Daily Flow, Obligated Available Number) MGD MGD 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 perm capacity of the pump station divided by a peaking factor (pf) not less than 2.5. *X 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): Downstream Permit Number: Page 1 of 6 FTSE 04-I6 III. Certification Statement: I Ann B. Hardy, County Manager certify to the best of my knowledge that the addition of 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 indicates acceptance of this wastewater flow. i Signing Official Signature Date Page 2 of 6 FTSE 04-16 EcEiVE ` State of North Carolina JAM 1 2Q11 DWR Department of Environmental Quality Division of Water Resources Phision of water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Brunswick Forest Project Name for which flow is being requested: Brunswick Forest Phase 9 Section 3 More than one FTSE maybe required for a single project if the owner of the Wif'TP 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: b. WWTP Facility Permit #: Al! flows are in MGD 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 It. Percent of permitted flow used 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 i p0, Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity"' # 29 BF 0.090 0.023 0.0 0.0 0.0 0.023 428 BF 0.525 0.210 0.0 0.0 0.0 0.210 #27BF 0.672 0.268 0.0 0.042 0.042 0.226 418BF 2.160 0.864 0.205 0.292 0.498 0.366 * 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 (pi) 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): Town of Leland Downstream Permit Number: WQCS00333 Page 1 of 6 FTSE 04-16 State of forth Carolina ; � t AM 2017 i))Department of Environmental Quality Division of Water Resources DIvIsIon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Brunswick Forest Project Name for which flow is being requested: Brunswick Forest Phase 9 Section 3 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: b. WWTP Facility Permit #: AlI flows are in MGD 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 Il. 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 Average Daily Station Firm Flowy4* (Name or Capacity, * (Firm f pf), Number) MGD MGD #1MG 0.703 0.281 #3 MG 2.177 0.871 (B) (C) (D)=(B+C) (E)=(A-D) Obligated, Approx. Not Yet Total Current Current Avg. Tributary Flow Plus Daily Flow, Daily Flow, Obligated Available MGD MGD Flow Capacity*** 0.305 0.347 0.652 -0.371 1.259 0.490 1.750 -0879 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 (pt) 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): Town of Leland Downstream Permit Number: WQCS00333 Page 1 of 6 FTSE 04-16 III. Certification Statement: I David A. Hollis, Town Manager certify to the best of my knowledge that the addition of 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 forth indicates acceptance of this wastewater flow. Signing Official Signature Date Page 2 of 6 FTSE 04-16 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): Givers that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 94 % and -0.329 MGD of the Available Capacity (E) in Pump Station # I Front of Magnolia Greens ; and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.035 MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely US 17 Corridor Force Main is in design or under construction with planned completion in 2016/2017 Budget ; and/or d. The following applies: The Town of Leland has a 5 year capital project plan which contains the recommended plan's and funding for the project. This plan is designed to take the current and furthure flow from Lift Station # 18 and pump directly into the Towns Lill Station # 10 which will bypass Lift Station #I and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant. The permit has been received and the bidding process has taken place and the bids received has been rejected and are going out for rebid. The construction is projected to begin around March 2017 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. otgntng vfftcrat otgnarure hate Page 3 of 6 FTSE 04-16 PLANNING ASSESSMENT ADDEND (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 FIow (C) accounts for 49 % and -0.837 MGD of the Available Capacity (E) in Pump Station # 3 Magnolia Greens ; and that b. The rate of activation of this obligated, not yet tributarycapacity is currently approximately 0.038 MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely US 17 Corridor Force Main is in design or under construction with planned completion in _2016/2017 Budget ; and/or d. The following applies: The Town of Leland has a 5 year capital project plan which contains the recommended plan's and funding for the project. This plan is designed to take the current and furthure flow from Lift Station # 18 and pump directly into the Towns Lift Station # 10 which will bypass Lift Station #1 and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant. The permit has been received and the bidding process has taken place and the bids received has been rejected and are going out for rebid. The construction is projected to begin around March 2017 Wherefore: 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. Signing /' . Date Page 3 of 6 FTSE 04-16 PROJECT' NARRATIVE for Brunswick Forest, Phase 9, Brunswick Parkway Extension Located in the Town of Leland, Brunswick County, North Carolina Prepared for: Funston Land & Timber, LLC 1007 Evangeline Drive Leland, NC 28451 910-383-1425 Owner: Funston Land & Timber, LLC 1007 Evangeline Drive Leland, NC 28451 910-3 83-1425 PROJECT DESCRIPTION — This project is for the construction of a new pump station on the western side of Sunny Point Railroad to ultimately serve 1000 units in Phase 9. The project is located in the previously approved development of "Brunswick Forest" off of Brunswick Forest Parkway in the Town of Leland, Brunswick County, NC. Pump Station 7 will be initially staged to serve 500 units. Once that capacity has been reached the station will be modified to its ultimate design stage to serve 1000 dwelling units. At this time as well flow is being requested for 200 single family residences that will be connecting to this pump station in Phase 9 Section 3 just south of the traffic circle. Flow will enter the pump station through a 10" sewer line that will be extended around the roundabout for future sewer allocations. From the pump station, sewer will flow through a proposed 6" force main and will drain into an existing public 10" gravity collector located on Brunswick Forest Parkway at the eastern side of the rail road. From there the sewer will flow to pump station 6 located in Phase 2 Section 4. All runoff will drain into proposed storm sewers and into proposed wet retention / detention ponds within the limits of the project or to an existing permitted and certified stormwater wet retention / detention pond on the other side of the parkway. Please refer to the sewer location map attached with the application for further details. PROJECT NARRATIVE for Brunswick Forest, Phase 9, Section 3 Located in the Town of Leland, Brunswick County, North Carolina Prepared for: Funston Land & Timber, LLC 1007 Evangeline Drive Leland, NC 28451 910-3 83-1425 Owner: t. Funston Land & Timber, LLC 1007 Evangeline Drive Leland, NC 28451 910-383-1425 PROJECT DESCRIPTION — This modification request is for the construction of sewer infrastructure and a minor pump station (Pump Station. 8) for Brunswick Forest Phase 9 Section 3. The project is located just South of the Brunswick Forest Circle in the Town of Leland, Brunswick County, NC. The allocation of the 42,000 GPD for the 200 single family units has already been requested with the Brunswick Parkway Extension modification request which coincides with this project and is also a part of this total package. The northern half of the residential area will be serviced solely by an 8" gravity sewer that will flow to a 10" gravity main that that will run along Green Spring Blvd. The proposed 10" line will tie into a proposed manhole located just south of the Brunswick Forest Parkway Circle. From there the sewer will flow to proposed pump station 7. The southern half of the residential area will be serviced by an 8" gravity sewer that flows to proposed pump station number 8. A 3" force main will take the flow from the pump station and will tie in into the northern 8" sewer network. All runoff will drain into proposed storm sewers and into proposed wet retention / detention ponds within the limits of the project. or to an existing permitted and certified stormwater wet retention / detention pond on the other side of the parkway. This modification request is being sent along with the Parkway Extension request in hopes that they can be handled in one overall modification. Please let us know if additional information is needed. Hanover Design Services, P.A. Land Surveyors, Engineers, Land Planners December 12, 2016 Mr. Dean Hunkele Department of Environment and Natural Resources Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: Brunswick Forest Parkway Extension New submittal Town of Leland Brunswick County Dean: Enclosed please find the sewer submittal package for Brunswick Forest Parkway Extension which is to include: • A check for $480 • 1- Project narrative • Project Location Map • Fast Track Sewer Application and one additional copy • Flow Tracking/Acceptance for Sewer Extension Application and one additional copy • 1- Sewer system Location Map If you have any questions or comments, please feel free to contact me. Thanks. Sincerely, Adam Grady, PE Hanover Design Services P.A. agrady@hdsilm.com (910) 343-8002 Office (910) 343-9941 Fax 1123 Floral Parkway Wilmington, N.C. 28403 Phone (910) 343-8002 Fax 910) 343-9941 Business Firm License No. C-0597 y I • V Hunkele, Dean From: Adam Grady <agrady@hdsilm.com> Sent: Wednesday, January 18, 2017 6:40 PM To: Hunkele, Dean Subject: RE: Brunswick Forest Phase 9 Section 3 and Pump Station 7 sewer apps Dean, I hope you are doing well today. Sorry I didn't get back to you sooner we have been pretty busy today. Gravity was run as far as possible throughout Phase 9 Section 3 directly from Pump Station 7. We are able to service 88 lots with gravity flowing directly to pump station # 7. The rest of Phase 9 section 3, 112 lots, will be gravity fed by approx. 4815' of 8" sewer main to Pump station 8 and pumped to the upper system previously mentioned that flows directly to Pump Station 7. . Pump Station 8: Will service 112 lots on the southeastern side of Phase 9 section 3. Pump Station 7: Will service 200 lots ( all of phase 9 Section 3). Pump Station 7 is designed to ultimately serve 1000 units west of the RR tracks. Please let me know if you need any more information and clarification. Thanks for your help. Adam Grady, P.E. Hanover Design Services, PA Land Surveyors, Engineers, Land Planners 1123 Floral Parkway Wilmington, N.C. 28403 Phone: 910-343-8002 Fax: 910-343-9941 From: Hunkele, Dean [mailto:dean.hunkele@ncdenr.gov] Sent: Wednesday, January 18, 2017 11:10 AM To: Adam Grady <agrady@hdsilm.com> Subject: Brunswick Forest Phase 9 Section 3 and Pump Station 7 sewer apps Importance: High Adam, How much of the gravity & how many lots are directly tributary to the smaller pump station #8 and how much gravity & how many lots are directly tributary to the larger pump station #7? Dean Hunkele Senior Environmental Specialist Water Quality Regional Operations Section Division of Water Resources Department of Environmental Quality 1 910.796.7215 Reception Desk 910.796.7380 Direct 910.350.2004 Fax Dean.HunkeleC@ncdenr.Rov Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 25405 'I'Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30 days. For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is recommended that confirmation be printed and/or saved. Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources- perm its/ peres/co I lectio n-syste ms-perm its Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc. 9i Leland # 27 Permit WQ0028587 Mod i5 PUMP STA No. 6 (MAJOR) Ph2 Sec4 & Future\ �v' � 00G? PROPOSED PUMP STA No. 7 (MAJOR) Leland # 28 Total Design flow = 525,000 GPD Average Daily flow = 210,000 GPD PROPOSED 1 SEWER MAIN �$ oo 2 Q o ° o 0 0 ITT ' Phase 2 Section 5 Flow = 9,240 GPD W i / 1 OLF F �Sj`✓��� Phase 2 12�O.CO_^�, / r G�6 /,o( v jv `11'93LF�0198LFO28v ®185� �0 Section � LOW �5V e FUTURE DEVELOPMENT Future flow = 13,650 GPD Y � F° Phase 9,, Currently anticipated flow = 336,840 6" Force Main Ph! >�ection 3 10" Gravity Sewer Fr 000 GPD SEWER LOCATION DRAWN AHG DATE 10/21/2016 BRUNSWICK FOREST PARKWAY EXTENSION APPROVED DATE SCALE 1 "= 400 SHEET 1 PROJECT NO. 8829 SEWER LOCA710N.dw9Leywtl 12/16/2016 11:11:131 : 400 PROPOSED (Pending) `, �.� ' �0 ,�, MPSTA- :o �� S �� LeandK#18:� L ---�, �'Q� otarDesgn flow - 525,000 GPD- lAVerage Daily flow = 210,000 GPD l 1 x � ,O' I BrUns Ick Forest Pkwy Extension ®B.uns'wick Pkwy Extension # yy,, 1 jbPhase 9 Section 3 # Permit4bodification request pendin Sent in atlsame time ti t� Phase -f:5�� 'r1 icipa 'ed flow W= 336 42, 0 PhaSe 2 f Section 6 FUTURE DEVELOPMENT %% Futur- flow 13.650 GPD f � -. N NU f' '��a\N FORCE MAIN CONNECTION PRO -POSER (MINOR) li PUMP SETA No.8 ei n flow = 90,720 GP e Daily flow - 23,520 G SEWER LOCATION DRAWN AHG DATE 12/5/2016 APPROVED DATE SCALE 1 "=400 SHEET 1 PROJECT NO. PHASE 9 SEC. 3 SEWER LOCAT10N.dwg Laycutl.12116/201611:02:501 : 400