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HomeMy WebLinkAboutwq0028587_Permit (Modification)_20140523NCD-ENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 23, 2014 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 Sewer Wastewater Collection System Extension Brunswick County Dear Mr. Hollis: John E. Skvarla, III Secretary In accordance with your application received April 15, 2014 we are forwarding herewith Permit No. WQ0028587, dated May 23, 2014, to the Town of Leland for the construction and operation 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 This permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0028587 issued December 19, 2013, and shall be subject to the conditions and limitations as specified therein.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 approximately 4,965 feet of 8-inch gravity sewer and a 90-gpm pump station with 2,090 feet of 4-inch force main to serve 96 three -bedroom residences as part of Phase 1 Section 4 with a discharge of 20,160 gallons per day. Please pay particular attention to the following conditions contained within this permit: Special Conditions: Condition 1.2: 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. Standard Conditions: Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved. Condition 11.4: 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. 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-7215\ Internet: www.ncdenr.gov An Equal Opportunity\Affirmative Action Employer —Made in part by recycled paper Town of Leland Permit No. WQ0028587 Condition 11.9: Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump station identifying name/number, 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. It shall be responsibility of the Town of Leland 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 150E 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, fo rmas A. Reeder, Director Division of Water Resources, NCDENR by James H. Gregson Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDENR Cc: David S. Hollis, P.E., Hanover Design Services Bill Pinnix, Brunswick County Public Utilities RO, Su.rface-Water-Protection--:Northeast-Br-unswickegionaL(NC0_0_$819 5Sewer Ext:>File Central Files, Surface Water Protection Section Michael Leggett, PERCS Unit (via email) Page 2 of 13 ' CDENR STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT 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 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 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 Environment and Natural Resources and considered a part of this permit. AND December 19, 2013 Modification (Version 3.5) For the continued construction -and operation upon certification 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. October 9, 2013 Modification (Version 3.4) For the continued construction and operation upon certification 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. Page 3 of'13 March 6, 2013 Modification (Version 3.3) For the continued construction and operation upcfn certif cation 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, 2009 Modification (Versions 2.9 and 3.0) For the, construction and operation upon certification 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, maintenance 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. February 6, 2009 Modification (Version 2.8) 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) The continued construction operation upon certification 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 5A 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. Page 4 of 13 October 17, 2008 Modification (Version 2.6)" Continued operation of approximately 4,607 linear 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) 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 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 May 4, 2009. July 18, 2008 Modification (Version 2.4) 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) 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. September 7, 2007 Modification (Version 2.2) 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) 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. Page 5 of 13 April 20, 2007 Modification (Version 2.0) 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) 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) Continued operation of approximately 13,874 linear feet of 8-inch gravity sewer; a 387—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 3,520 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) 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. May 26, 2006 Modification (Version 1.5) 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) 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. Page 6 of 13 March 10, 2006 Modification (Version 1.3) Continued operation of approximately 6,741, linear feet of 8-inch gravity sewer to 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 December22, 2006. July 21, 2005 Modification (Version 1.2) 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 partof 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) 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. In summary, this permit authorizes the potential total discharge of 418,103 gallons per day of collected wastewater. 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: May 23, 2014 for h as A. Reeder, Directo Divis of Water Resources, N DENR By Authority of The Environmental Management Commission by James H. Gregson Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDENR Page 7 of 13 SUPPLEMENT TO PERMIT COVER SHEET TOWN OF LELAND 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 Northeast Brunswick Regional Wastewater Treatment Facility (Permit No. NC0086819) prior to being discharged into the receiving stream. 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. A Stormwater Management Plan shall be applied for and obtained in accordance with 15A NCAC 2H .1000 where applicable. 2. 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. 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. 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. 3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. Page 8 of 13 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 as provided in 15A NCAC 2T .0403: 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. L Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility. Page 9 of 13 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. 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 that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control. 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. 7. Per 15A NCAC 2T.0116, 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: a. 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 Page 10 of 13 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. 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. 8. Gravity sewers installed greater than ten percent below the minimum required slope per the 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 prior to completing and submitting the construction certification. 9. -A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. 10. Per 15A NCAC 2T.0305 (h)(2), each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump station identifying name/number, 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. 11. 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. Page 11 of 13 12. 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. 13. 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 other government agencies (local, state and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A, NCAC 213.0200 and 15A NCAC 2H .0500. i Page 12 of 13 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: Town of Leland , PERMIT #: WQ0028587 PROJECT: Brunswick Forest — Phase 1 Section 4 ISSUE DATE: May 23, 2014 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 Date ENGINEERS CERTIFICATION I, as a duly registered Professional En ineer in the State of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, LJ 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 Division of Water Resources — Water Quality Section 127 Cardinal Drive Extension Wilmington, NC 28405 Wilmington Regional Office Phone: 910-796-7215 FAX: 910-350-2004 Central Files: APS _ SWP 4/21/2014 Permit Number W00028587 Permit Tracking Slip Program Category Status Project Type Non -discharge In review Major modification Permit Type Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions X Individual Primary Reviewer Permit Contact Affiliation' dean.hunkele Coastal SWRule Permitted Flow 397,943 Facility Facility Name Major/Minor Region Brunswick Forest Sewer Minor Wilmington Location Address County Brunswick a Facility Contact Affiliation Owner z Owner Name Town of Leland Owner Type Government - Municipal Owner Affiliation David A. Hollis PE 102 Town Hall Dr Dates/Events Leland NC 28451 Scheduled Orig Issue App Received Draft Initiated Issuance 3/24/2005 4/15/2014 Public Notice Issue Effective Expiration Reauested /Received Events - - BBS;T. - ' 'r HANOV R.DESIGN SERVICES .P,A." BRANCH BANKING- E , ;; 123'.FLORAL` PKWY - 1-80o=BANK6BT..BBT:com' ,WILMINGTON, NC �28403_ r _ ,3/25/2014' PH;910-343=8002 - - ilk^,Y!' 1_�r• J_ - •- - - PAYTO.THE NCDENR/DWQ`,' 48000 -;Fdil• Hutidred Eighty-,and.00%106,� , `-a :, t> -DOLLARS C 12T QardinakDri4''Ext: .. VViliiiington,�:N.C.-Wilmington,, MEMO-:-`-�:�- ,.r-.. :0 •%,/-' • - � _ . __ , _• - - • - _•Permit Applicatiori'Fee� - = - . - - - . • - - • ; =.-- -.�--�.:�.=._s.-�-a— • E AUTHORIZED SIGNATURE : - c Ii� O :L.3.9 -2 5 ii'....oe 0•_5 3• L'0: i L• 2 -1 is C1 0 5' L 98 9 L 5 I - -- — I USE THE TAB KEY TO MOVE FROM FIELD TO FIELD i Application Number: j (to be completed by DW R) >. Owner/Permittee: 1a Town of Leland ----- --___! J-- --------------�--------- ., Full Legal Name (company, municipality, HOA, utility, etc.) z 1 b. David A. Hollis, PE, Town Manager 0 Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials) a . 1 c. The legal entity who will own this system is: ❑Individual El Federal ®Municipality ❑ State/County El Private Partnership ❑Corporation ❑ Other (specify —_ Q' 1d. 102 Town Hall Drive 1e. Leland LL Mailing Address City. —_-- Z 1f. _--- ;1g. 28451-_�-- NC z : State Zip Code 0 1h. _ _-.- 910-371-0148 _1!..910-371-1073 1' dhollis@townofleland.com F— Telephone Facsimile E-mail . V = - 2, Project (Facility) Information:^-- J 2a. ' Brunswick Forest; Phase 1-Section 4: 2b. -Brunswick - Brief. Project Name (permit will refer to this name) County Where Project is Located- - 3. Contact Person: ---------- " 3a. - David S. Hollis, PE, PLS, Hanover Design Services, PA Q . Name and Affiliation of Someone Who Can Answer- Questions About this Application �3b. 910-343-8002 3c. dhollis@hdsilin.com - ;.� Phone Number = E-mail j1. Project is ❑ New ® Modification (of an existing:permit) _ If Modification, Permit No.: W496285�ft/IOD : Dated 7-21-05 ;'2, Owner is ® Public (skigto Item 8(3)) . . . ❑ Private (go to Item 2(a)) •.;' ' I 2a. If private,:applicant will be: 2b. If sold; facilities owned b a must choose one Y ...( .. ❑ Retaining Ownership (i.e. store, church, single office, etc:) or ❑ Public Utility.(Instruction D) ❑ Leasing units (lots, townhomes, etc.,- gk1A to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction E) ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) 3. Brunswick County z Owner of Wastewater Treatment Facility. (WWTF) Treating Wastewater'From This Project " 4a. Northeast Brunswick Regional WWTF :4b'. NC 0085819 Name of WWTF WWTF Permit No. 5a. Town'of Leland jb. 12" Gravity c. I v=28587 Mod -. Owner of Downstream Sewer Receiving. Sewer Size Force Main - Permit # of Downstream Sewer (Instruction F) — LL- 6. The.origin of this wastewater is (check all that apply)_---: z_ ® Residential Subdivision ❑Retail (Stores; shopping centers) 106% Domestic/Comrriercial'. ❑ Apartments/Condominiums ❑ Institution %Industrial ❑ Mobile Home Park ❑ Hospital, W- ❑ School ❑ Church (Attach Description) � i a _ . ❑ Restaurant. El Nursing Home - %Other ❑ Office ❑ Other (specify): (Attach Description) T. Volume of wastewater to be allocated- or permitted for this particular project: 20,160 GPD gallons_ per day { *Do not include future.flows or previously permitted allocations 8 -- If the permitted flow is zero, indicate why: — --- ----- ---- - -----��-- J---- -- -------- -- 4-------- ----- ❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line f ❑ Flow has already been allocated in Permit No. ❑ Rehabilitation or replacement of existing sewer'with no new flow expected (see 15A NCAC 02T .0303 to determine if a permit is required) FTA 08-13 APPLICATION Page 3 of 6 �9. Provide the wastewater flow calculations used, in determining the permitted flow in accordance with 15A' NCAC 2T .0114 for the value in Item- B(7) ANDNOR the design flow for line or pump station sizing if a reduced or zero flow is being requested in Item B(7). Values other than that in 15A- NCAC 2T .0114 (b) and (c) must be- supported'with actual -water or wastewater use data in accordance with 15A NCAC 2T .0114 (f). 96-single family: homes- @ 210 GPD = 20,160 GPD 10.- Summary of Sewer Lines to be Permitted (attach additional-shee.ts if necessary) Size (inches)'Length (feet) New Gravity or Additional -.Force Main 8" _ _ 4,965 LF -- - - : — - ----- New Gravity -- — MaL. W. Z ill. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary).. '. Z Pump Station Location ID: ��' : (self chosen - as shown: on plans/map.,foi, reference) �Longitudec � IL7' 1.,.S tr -Latitude: Zc5G�f � 05'" u-01A Z. Design Flow Power-Reliabili ~ Q' (MGD) Operational Point GPM @TDii• Option'. 1 - permanentgen ator. w1ATS, - Force Main Size Force Main Length 2 - portable eneratorwNMTS :.: 2gCa 9b c 4 5 '3'dlr{ 4µ l.�" . tL , - -- Z, -� Pump Station Location ID: p - (self chosen = as shown on plans/map for reference) Longitude: Latitude:. : .. ... LU T T LL ' ' Design Flow ;(MGD) Operational -Point GPM @TDH Power Reliability Option 1 - permanent generator w(ATS; Force Main Size - . Force Main Length 2 - portable generator w/MTS:. I12. Will the wastewater flow in the proposed sewer lines or pump stations be able to -be directed to another treatment facility?-. - - 0 Yes ® No If Yes, permit number of 2" d treatment facility ,(RO - if "yes".to B,12 please contact.the Central Office PERCS Unit) 13: -Does the sewer system comply with the Minimurim Design Criteria for the Permitting of Pump Stations and ForceMains (latest, version), the Gravity Sewer Minimum Design Criteria (latest version),and 15A NCAC Chapter 2T as applicable? ® Yes -[I No If No,, please reference the pertinerit.minimum design criteria or regulation and Indicate why a variance -is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR'APPLICATION FTA 08-13 APPLICATION Page 4 of 6 _J 14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Strearri Crossings -General Permit or 401 Certification? ❑ Yes ❑ No ® -N/A Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A Trout Buffer Waiver? ❑ Yes ❑ No ® N/A Stormwater? ® Yes ❑ No ❑ N/A 15. Does this project include any high priority lines,(15A NCAC 02T .0402 (2)) involve aerial lines; siphons, or interference manholes)? These lines will be considered high priority and must be checked once every six months Check if Yes: ❑ and provide details: -� Owner/Permittee's Certification: (Signature -of Signing Official:and Project Name) 1, David.A. Hollis, PE, Town Manager, attest that this;application for Brunswick Forest, Phase 1 Section 4 has been . reviewed by me and./s accurate and complete to the best of my knowledge: I understand that -if al! required parts of this application are 'not completed and that'if all required supporting. documentation and'attachments are not included, this ;.. ;J.application package is subject to being returned as incomplete. - Note: In accordance with North Carolina General Statutes 943-295.6A and 943-295.68: any person who knowingly makes any false:stafement, representation; or.cencation in any application shall be guilty of a Class, 2 misdemeanor, which may include • a: fne not to exceed $10,000 as well as civil penalties up to $25,000 per violation. 1 a. n Signing. Official Signature Date ' ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION.'.THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY. c TO OTHER: UTILITIES, DESIGN. CALCULATIONS, ETC: REFER TO.15A NCAC 02T .0305 1- 2. Professional Engineer's Certification:- (Signature of Design Engineer and Project -Name) V /, David S. Hollis, PE, PLS, Hanover Design Services, PA ,attest That this application for Brunswick Forest, Phase LL' ' 1 Section 4 has been reviewed by me and is accurate, complete and consistent with the information in -the engineering F- plans, 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 W ; : Minimum Design Criteria for Gravity Sewers adopted February,1 Z.1996, and the Minimum Design Criteria for the Fast - �. Track Permitting of Pump Stations -and Force Mains adopted June 9, 2000 and the watershed classification in accordance � V with Division -guidance. Although other professionals may have developed certain portions of this:' submittal package; - inclusion of these materials under, my signature and seal signes that 1 have reviewed this material and have judged.it to- be'consistent with the proposed design.' Note: In accordance:with NC General Statutes 143-215 6A and 943-215.6B,.any person who knowingly makes any false statement, representation, :or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $90,000 as well as civil penalties up to 15,191 '/(+{erryiolation. 2a. David S. Hollis, PE, PLS . �•��Q�••E .SStO••�,� Professional Engineer Nam_ ��f ' °� e • •QQF 2b. Hanover Design Services, PA • S� a ., Engineering Firm P o o007 m t- a • b A - - -- -- --- - -- 2c. 11'23 Floral Parkwa p°, ••'`•••N••°• Mailing Address ��00'' 2d. Wilmington _-� - 2e. NC 2f. 28403 City State ____1-- - — _ - 2g. 910-343-8002 2h. 910-343-9941 2i. dhollis@hdsilm.com j \VVI Telephone ) Facsimile E-mail ; NC PE seal, signature &Date FTA 08-13 APPLICATION Page 5 of 6 Hmver.Design Services 1123"FWW Pkwy.. - W tfgtor; NC 284W State of North Carolina Department of Environment and Natural Resources ' 1 Division of Water Resources - Flow i2Yv&s@ace of Water Ezesauee�s Flow Traclung/Acceptance for Sewer Extension Applications (FTSE 08-13) . Project Applicant Name: TOWN OF LELAND Project Name for which flow is being requested: Brunswick Forest - Phase 1, Sec. 4 More than one FTSE »iay 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 Naive:. NORTHEAST:BRUNSWICK REGIONAL WWTP .: WWTP Facility Permit #: NC 0086819 All flows are in MGD- c. WWTP facility's permitted flow 1,65 . I- Estimated obligated flow not yet tributary to the WWTP. 2.302 -e. WWTP facility's actual avg. flow 1.359 f. Total flow for this specific request .02016 g. Total actual and obligated flows -to -the facility' 3:68 I. Percent of permitted flow used . ; .. 223% 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: Design . Obligated,: Pump, : - Average Daily Approx. Not Yet Total Current. Station Firm Flow**- Current Avg.: Tributary Flow Plus - (Name or Capacity,* (Firm / p0i _ = Daily Flow,.: Daily Flow, Obligated Available Number). MGD MGD ... MGD MGD .. Flow - Capacity*** x The Firjn-Capacity of any pump_stationis 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 pealdng 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. Page 1 of 6- FTSE 08-13 III. Certification Statement: I Ann- . kor8l certify to the best of my knowledge that the addition of the:volume of wastewater b 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 llisted.above in Sections I" and 11 plus:. all attached: planning assessment addendums :for' which I am the responsible party: Signature of this form indicates acceptance of this wastewater flow. Q I`, Signing: Official Signature U Date Page 2 of 6 FTSE 08-13 r� OF W ATF,4 State of North Carolina as QG Department of Environment and Natural Resources CO" Division of Water Quality 5 O Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE 06-13) Project Applicant Name: Town of Leland Project Name for -which flow is being requested: Brunswick Forest Phase -1 Section 4 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'FacilityName: b. WWTP Facility Permit #: All 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 - 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 andahe WWTP: (A) (B) :.: - (C) (D): (B+C) (E)=(A-P) Design Obligated, Pump. Average Daily Approx. Not Yet . Total Current . - Station Firm Flow** Current Avg. Tributary . =: Flow Plus`.., (Na,me or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available Number) MGD - MGDMGD MGD Flow. Capacity*** #18 BF :.. " -. I R14 0.864 0.113 0.398 0.511 0.353 #1 9af 0.703 0.25.0 0.136 0.398 0.534-0.284 #3 j 1.512 0.672 0.592 0.535 1.127 ' 0.455 * The Firm Capacity'' of any pump station is -defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. ** Design Average -Daily Flow is the firm capacity of the pump -station divided'by a peaking factor (pf) not less than 2.5. xxx A Planning Assessment Addendum shall be attached -for each puirip:station located between the project connection point and the WWTP where the Available Capacity is < 0. Page 1 of 6 FTSE 06-13 Certification Statement: I- David A. Hollis: - - 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 se�ver=6verflows or.ov ' urden 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. ------ -Signing Official Signature ::Date Page 2 of 6 -FTSE 06-13 FTSE PLANNING ASSESSMENT -ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary. Daily Flow (C) accounts for 79 %:and -0.455 MOD of the Available Capacity (E) in Pump Station Lift Station # 3 ; and that b. The rate of activation -of this obligated, not' tributary capacity is currently approximately 0.03 8 MGD per year;: and that c. A funded Capital Project that will'provide the required planned capacity, namely US 17 Corridor Force Main Win design or under construction with planned completion in ' 2014/2015 Budget ; and/or. - - - - A 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 f u-thure flow from Lift Station #' 18. and pump directly - into.the Northeast -Regional Force Main which will bypass. Lift Station #1 and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant. Therefore:' .. - Given reasonably _expected conditions -and planning ipformation; there is sufficient justification to allow this flow to be permitted, with_ out 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 introductio_ ii of :any waste in excess of the capacity of the waste disposal. system, .�3 /3 Signing Official Signature Dale Page 3 of 6 FTSE 06-13 FTSE PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section H -where Available Capacity is < 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary. Daily. Flow (C) accounts for 1.59 % and -0.284 MGD of the Available Capacity (E) in Pump Station Lift Station # 1 ; 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' 2014/2015 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 Northeast Regional Force Main which will bypass Lift Station #1 and Lift Station # 3 and flow directly to the Northeast Regional Treatment Plant. 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 iii the system- infrastructure.. . . I understand that this .does not relieve the collection system owner fiom 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. Page 3 of 6 - FTSE 06-13 Hanover Design Services, P.A. Land Surveyors, Engineers, Land Planners March 25, 2014 Mr. Dean Hunkele Department of Environment and Natural Resources Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: Brunswick Forest, Phase 1 Section 4 New submittal Town of Leland Brunswick County Dean: The purpose of this project is to construct 96 single-family homes. With a demand of 210 GPD per unit. 20,160 GPD of additional flow will be directed by way of 2,090 LF of 4" force main sewer extension. The proposed force main will tie into the existing 8" main along Shelmore Way (MH#10) which feeds into existing Brunswick Forest Pump Station # 5 and ultimately into Brunswick Forest Pump Station #1 (see the previously approved Permit # W00028587 MOD). Enclosed please find:I Jkzca�#Vllf.� • The application and one copy • A check for $480 �v • 11 x 17 Pump Station Locations (Color Map) • 11 x 17 (200 scale) Project Overview If you have any questions or comments, please feel free to contact m�e.I VED APR 15 2014 ,—Si erely, avid Brown Hanover Design Services dbrown@hdsilm.com 343-8002 Office 343-9941 Fax 8829-Ph 1 Sec4-DH 1.doc r' R I tD MAR 1123 Floral Parkway Wilmington, N.C. 28403 Phone (910) 343-8002 Fax 910) 343-9941 Business Firm License No. C-0597 Brunswick Fore'stff 4 ��1 F y+1f • 4 r + r. i r+ i IF COMMON AREA w . e� / '� m vim" es `\ as U� \ ,r•> '... � � " -�� r 9. ' , �, / �I � -✓ / �_- -18- ,� 'ti �� �n 3 —�__r'- -- 1 \ ExiJpp��-�'�i¢P\�prid i\ i \ �� \ 23 a B3 tl�, - &Q5° 91 \\I 3e 31 ®.`,.\\.1�\\\ j j �•\...\ . r' 81 ` �i - W�w.. 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