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WQ0034473_Regional Office Historical File Pre 2018
ATA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director December 2, 2009 Mr. Randy Roberson, Director of Development Highwoods Development B, LLC 3100 Smoketree Court Suite 1100 Raleigh, NC 27604 Dee Freeman Secretary Subject: Permit No. WQ0034473 GSA-C Tax Parcel No. 203-221-32 C-MU Tracking # 600-09-554 Wastewater Collection System Extension Mecklenburg County, North Carolina Dear Mr. Roberson: In accordance with your complete application received on November 30, 2009, we are forwarding herewith Permit No. WQ0034473, dated December 2, 2009, to Highwoods Development B, LLC, for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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. Please pay particular attention to Permit Condition 3, which 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. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; 3) 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. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-205.6A through §143-205.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. Mooresville Regional Office Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-1699 1 Fax: (704) 663-6040 % Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org An Equal Opportunity %Affirmative Action Emproyer — 50% Recycled/10% Post Consumer paper Nne orthCarolina 2atlrrallf Mr, Randy Roberson December 2, 2009 Pae4e 2 !n accordance with the provisions of Article 20 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the construction and operation of approximately 466 linear feet of 8-inch gravity sewer and the discharge of 19,656 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system 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. The sewage and wastewater collected by this system shall be treated in the McAlpine Creek \ANVTP (NPDES No. NC0024970) prior to being discharged into the receiving stream. Assessing subsequent impacts to the downstream collection system is the complete responsibility of Charlotte Mecklenburg Utilities, Charlotte Mecklenburg Utilities must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the WQCS00001 permit requirements. 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 Mr. Michael Parker at (704) 663-1699. Electronic copies: Cc: Sincerely, r Coleen H. Sullins Meredith Moore, Mecklenburg County Develop Barbara Gross, CMU Philip Edwards, Mecklenburg County R. Todd Fisher, P.E., Coleienest & Stone, PA Mooresville Regional Office, Collection System Permit File Surface Water Protection Central Files PERCS Quality I NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 1. 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 of Water Quality's (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 unless specifically mentioned herein. 2. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. 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 any contravention of the groundwater standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200. b. A map of the sewer system shall. be developed and shall be actively maintained. c. An operation and maintenance plan shall be 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-month period of time. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Inspection and maintenance records shall be maintained for a period of at least three years. h. 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 §143-205.1 C. 4. 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, 5. 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. 6 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. 7. A copy of the construction drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. 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- 205.6A through §143-205.6C. 9. 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. 10, 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 28 .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 28 .0200 and 15A NCAC 2H .0500. 11. Noncompliance Notification: The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville Regional Office, telephone number (704) 663-1699, 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 r b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Voice mail messages or faxed information is permissible, but 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 Part I of Form CS-SSO (or the most current Division approved form), within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed 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. Permit issued this the 2nd day of December, 2009. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 1-6. 6 le-, for Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0034473 Permit No, WQ0034473 June 10, 2009 OwnerIWQCS Randy Roberson 3100 Smoketree Court Suite 1100 Charlotte, NC 28210 Complete and submit PE Todd Fisher, P.E. ColeJenest & Stone, PA 180 Fayetteville Street Raleigh, NC 27601 WQCSIWWTP Barbara Gross CMU 5100 Brookshire Blvd Charlotte, NC 28206 m to the permit issuing regional office with the following: * One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension * Supporting design calculations (selected pumps, system curve, operating point, 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 Changes to the project should be clearly identified on the record drawings or in written summary form, Permit modifications are required for any changes resulting in non-compliance with this permit: regulations or minimum design criteria. This project shag not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEERS CERTIFICATION 0 Partial L Final , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (l periodically, 0 weekly, El full time) the construction of GSA-C, a Mecklenburg County project for the 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 Quality's (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, signature, and date SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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. 0 z z USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! OwnerfPermit'tee: la. __ Hig6rwoods Development B, LLC Full Legal Name (company,„ municipality, HOA, util . Randy of Development 1bRoberson Director Sign ia g Official Name and Tittle (Please review 15A NCAC 2T ,0106 (b) for autl Application Number: (to be competed by DWQ) The legal entity who will own this system is ❑ individual ❑ Federal ❑ Municipality ❑ ld. 3100 Smoketree Court Suite 1100 Mailing Address d d ress f. North Carolina State Telephone 2. Project (Facility) Info 2a. GSA-C Brief Project Name (pert Contact Person: 3a Todd Fisher Name and Affiliation of 3b. 919-719- 800 Phone Number Project is ate/County ❑ Private Partnership XI Corporation L 919-8 76-424t1 Facsimile ill refer to this name) le Rale t„:sty lg __. 27604 2,b Zip Code rand E-mail enbua Other (specify): hichwoc unty Where Project is Located eerie Who Can Answer Questions About this Application 3c- tfisher@colejeneststone_com E-marl New ❑ Modification (of an existing permit) If Modification, Permit No 2. Owner is ❑ Public (skip to item 8(3)) 2a, If private, applicant will be:_..w�. go to Item 2(a)) 2b. If sold E Retaining Ownership (i,e. store, church, single office, etc.) or ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Selling units (tots, townhomes, etc. - go to Item B(2b)) e cklenburg Utilities (CMU titer Treatment Facility (WWTF) Treati 4a. __McAlpine Creek Wastewater Treatment Plan Name of WWTF Owner of Downstream Sewer }Re The origin of this wastewater is (check at that apply)_ • Residential Subdivision [] Apartments/Condominiums ❑ Mobile Home Park ❑ School ❑ Restaurant iN Office 7. Volume of wastewater *Do not include future no Sewer Size ravity Force Main owned by a (must choose one) ❑ Public Utility (Instruction C) CI Homeowner Assoc.lDeveloper (Instru ater From This Project 4b. NC0024970 WWTF Permit No. Pe CMU 690-09-554 ❑ Retail (Stores, shopping centers) ❑ institution ❑ Hospital ❑ Church ❑ Nursing Home Ell Other (specify): d rn permitted for this particular project: ows or previously permitted allocations If the permitted `bow is zero, indicate why: n D) ownstream Sewer (Instruction E), % Domestic/Commercial 0 %© Industrial (attach description.) (RO: contact your Regional Office Pretreatment staff) (L % Other (specify): gallons per day ❑ Pump Station, Outfall or Interceptor Line where flow wit be permitted in subsequent permits that connect to this line ❑ 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 b, c. USE THE TAB KEY TO MOVE FROM FIELD TO FIE DI' Application Number:. -= (to be completed by DWQ) nerlPermittee: Highwoods Development B, LLC Full Legal Name (company, municipality, HOA, u Randy Roberson Signing Official Name and Title (Please review 15A NCAC 2T .0106(b)for authorizedsigning g g signing o The legal entity who will own this system is: individual ❑ Federal ❑ Municipality 0 State/C 100 5moketree Court Sulte 110 ng Address North Carolina State h. 919 876-66 76-4200 Telephone Facsimile ?. Pra�)ect (Facility) Information: GSA-C Brief Project Name (permit will refer to this name) Contact Person: a. Todd Fisher Name and Affiliation of Someon � 919-719-1800 Phone Number Partnership El Raleigh City g. 27604 Zip Code randy.robersont highwoods,com E-mail orporation $ Other (specify) Mecklenburg _ County Where Project is Located Who Can Answer Questions About this Application 3c, tfisher coleLeneststone.corn E-mail Project is New ❑ Modification (of an existing permit) If Modification, Permit No Owner is ❑ Public (skip to Item B(3)) If private, applicant will be: Retaining Ownership ('t,e, store, church, single office, etc.) o 0 Leasing units (lots, townhomes, etc, skip to item B(3)) 0 Selling units (lots, townhomes, etc. - go to !tern B(2b)) Private (go to Item 2(a)) 2b. if sold, facilities owned by a (must choose one) ❑ Public Utility (Instruction C) ❑ Homeowner Assoc./Developer (Instruction D) Charlotte -Mecklenburg Utilities (CMU) caner of Wastewater Treatment Facility (WVVfF) Treating Wastewater From This Project McAlpine ek Wastewater Treatment Plan 4b NC0024970 Name of VVWTF WWTF Permit No, CMU Owner of ©ownstrearn Se b er Receivin The origin of this wastewater is (check a ❑ Residential Subdivision 0 Apartments/Condominiums 0 Mobile Home Park 0 School ❑ Restaurant Office 8" ewer Size .hat apply)~: Gravity ,5c Force Main Per ❑ Retail (Stores, shopping centers) ❑ Institution ❑ Hospital 0 Church O Nursing Home 0 Other (specify): Volume of wastewater to be allocated or permitted for this particular project: *Do not include future flows or previously permitted allocations the permitted flow is zero, indicate why 19.656 CMU 600-09-554 # of Downstream Sewer ns+t tction E 100 % Domestic/Cr rrrmercial 0 % Industrial (attach description.) (RO: contact your Regional Office Pretreatment staff) % Other (specify). gallons per day ❑ Pump Station, Outfall or Interceptor Lone where flow will be permitted in subsequent permits that connect to this line 0 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 12/07 _ B; PERMIT'INFORMATION;(CONTINUED). 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .01)4 for the value in Item B(7) ANDIOR 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). (163,000 sf office) x (120 gpd 11,000 sf) = 19,656 gpd 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) New Gravity or Additional Force Main 8" 466' New Gravity • 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary) Pump Station Location ID (self chosen - as shown on ptanslmap for reference) :Desigr>`iow (MGD) Operational Point GPM @TDH Power Reliability Option 1 - permanent generator w/ATS; 2 - portable generator wIMTS Force Main Size Force Main Length Pump Station Location ID (self chosen - as shown on plans/map for reference) Design Flow (MGD) Operational Point GPM @TDH Power Reliability Option 1 - permanent generator wWATS; 2 - portable generator w/MTS Force Main Size Force Main Length Pump Station Location ID (self chosen - as shown on plans/map for reference) Design Flow (MGD) Operational Point GPM @TDH Power Reliability Option 1 - permanent generator wIATS; 2 - portable generator wIMTS Force Main Size Force Main Length 12. ■ Will Yes the f wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility? No If'Yes, permit number of 2nd treatment facility ="r ,•-— (RO _ if "yes=lto;:B,12 please contact the Central Office PERCS Unit) 13= Does;the seWe'lvgKstepl comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force rY; .• [tiaigs (latest)/g[sllon7, the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applii abl ':, ok' .4 Yes L]•to If No, please reference the pertinent 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 12/07 14 Have the tollowing permits/certitications been submitted for approval for the system or project to be served`? Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes 0 No ® N/A Sedimentation and Erosion Control Plan? 1t Yes 0 No 0 N/A Stormwater? Yes 0 No 0 NIA 15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)1 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: 0 and provide details Owner/Permittee's Certification: (Signature of Signing Official and Project Name) i, Randy Roberson , attest that this application for GSA-C 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. Note: In accordance with North Carolina General Statutes 143-215 6A and 143-215.68, any person who knowingly makes any false statement, representation, or certificatro in an . lication shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well .iei/�".des up to $25,000 per violation. Signing gnarure Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCU ENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER, TO 15A NCAC 02T .005 z Professional Engineer's Certification. (Signature of Design Engineer and Project Name) R. Todd Fisher, P.E. , attest that this application for GSA-C been reviewed by me and is accurate, complete and consistent with the information in the engineering 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 Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that l 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 143-215.6B, 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 $10,000 as well as civil penalties up to $25,000 per violation.. R. Todd Fisher, P.E. Professional Engineer Name 2b. ColeJenest & Stone, P.A. Engineering Firm 2c. 150 Fayetteville Street, Suite 950 Mailing Address Raleigh y NC 'f. 27601 State Zip 22g, 919-719-1800 '2h. 919-719-1819 i. tfishera@colejeneststone.com Telephone I Facsimile E-mail 414*#,, CA NC PE Seal_Signature )ate� FTA1121t17 CHARLOTTE,. CHARLOTTE-MECKLENBURG UTILITIES April 7, 2009 Mr. Anand Parikh ColeJenest & Stone 200 South Tryon Street Suite 1400 Charlotte, NC 28202 SUBJECT: WATER AND SEWER FLOW ACCEPTANCE HANSON ROAD OFFICE PARK TAX PARCEL# 203-»221-32 C-MU TRACKING #600-09-554 ,PROW, NO. In response to your request, a flow acceptance study of the subject site has been completed and the following has been determined: Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 19,656 gallons per day (163,000 ft2 office x 120 gpd/1,000 ft2) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned treatments works. Please see attached basin map and flow tracking form. Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a constant pressure or quality of flow, Due to the involvement of other agencies and continuing growth of the water and sewer system, the ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis, The applicant should understand that this letter is not authorization to construct private water or sewer systems, as the appropriate local or State permits are required prior to construction, if the appropriate, authorization to construct permits are not obtained and construction has not started within one (1) year of issuance of this flow acceptance, and payment for service connection(s) has not been received within (1) year of issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow acceptance request must be made, If you have any questions, you may contact me at (704) 391-5129, Barbara Gross Engineering Assistant New Services Section CHARLQTTE-MECKLENBURG UTILITIES Customer Service Division • New Services Section www.cmutilities.com 5100 Brookshire Boulevard Charlotte, NC 28216 Ph: 704/399-2221 Fax: 704i393-2219 Charlotte -Mecklenburg Utilites �' i P Service Areas with Basins d Creek WWTP State of North Carolina Department of Environment and Natural. Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE—10/07) Project Applicant Name: ColeJeStone, PA Project Name for which flow is being requested: Hanson Road office Park More than one FTYSE-1O/07 may be required for a single project if the owner ©f 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: McAlpine Creek, Irwin Creek, Sugar Creek WWTP b. WWTP Facility Pennit #: NC0024970, NC0024945,_ NC0024937 All flo 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 s are in MGD 99.0 1.2.00 66.8 0.019656 77.34 78. II. Complete this section for each pump s: proposed wastewater .flow. List pump stations located between the project connection point and the WWTP Pump Station Name n you are responsible for along the route of this Approx. Capacity, MGD Approx. Current Avg. (FirrinlDesign) Daily Flow, MGD III. Certification. Statement: I, _Barry 6 L Ca.r.r ri , certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving 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. 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 11 for which I am the responsible party. Signature of this form indicates ccetatatnce of this wastewater flow. Sign al ignature 3/234 Date Ethrtplog the Environment Realizerio the Possibiiiiilert 200 Trvor Streit:le Solite 1400 Chnovottitii„ 2 0 .2 , 4 „iiiintlitt lettertirt „ 704 tic:N:3 „ iticintontinletenieriiitemimoirion NOV — TRANSMITTAL Date: November 4, 2009 Reference: 50244 — GSA-C Attention: Ms Dee Browder Company: North Carolina Department of Environment and Natural Resources Mooresville Regional Office Division of Land Resources 610 East Center Avenue Mooresville, North Carolina 28115 We Are Transmitting: Transmitted Via: 0/22/09 Tel (704) 663-1699 Herewith El Under Separate Cover ription Fast Track Application for Gravity Sewers, Pump Stations and Force Mains Application Fee (Check No: 00752445 - $480 00) Topographic Map (8 ¼x11" Flow Acceptance Letter overnight LI Courier it For Approval D For Your Use [11 Hand Delivery El Pick -Up As Requested EJ For Review Remarks: The attached Fast Track Application is for your review and approval. Please call with any questions By: GC: Frank G, Miller, El Project Mangaer Mr. Randy Roberson — HP Mr. Michael S. Cole RLA LEED AP — CJS Mr R. Todd Fisher, PE — CJS II GRID AND 1996 MAGNETIC NORTH ECLINAT1ON AT CENTER OF SHEET ORr 4854 1 /! SCALE 1:24C c 4006 'ER CONTOUR INTERVAL 10 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS FOR SALE BY U.S. GEOLOGICAL SURVEY DENVER, COLORADO 80225, OR RESTON, VIRGINIA 22092 A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS 15 AVAILABLE ON REQUEST i, MILE QUADRANGLE LOCATION Revisions shown in purple compiled in cooperation with North Carolina Department of Environment, Health and Natural Resources from imagery dated 1993 and other sources Map edited 199E Information shown in purple may not meet USGS content standards and may conflict with previoussylmapped contours 11. Permit Number WQ0034473 Central Files: APS_ SWP_ 12/02/09 Permit Tracking Slip Program Category Non -discharge Permit Type Fast Track Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer michael.parker Coastal SW Rule Permitted Flow 19656 Facility Facility Name GSA-C Location Address Owner Status Active Project Type New Project Version Permit Classification 1.00 Individual Permit Contact Affiliation Major/Minor Minor Region Mooresville County Mecklenburg Facility Contact Affiliation Owner Name Highwoods Development B LLC Dates/Events Orig Issue 12/02/09 Owner Type Non -Government Owner Affiliation Randy Roberson 3100 Smoketree Ct Raleigh NC 27604 App Received Draft Initiated 11/19/09 Regulated Activities Office Wastewater collection Scheduled Issuance Public Notice Issue 12/02/09 Requested/Received Events Additional information requested Additional information received Effective 12/02/09 Expiration 11/16/09 11/30/09 Outfall NULL Waterbody Name Stream Index Number Current Class Subbasin VE ATER Q'UA.ITY Permit No. WQ0034473 June 10, 2009 Ownerl'WQCS Randy Roberson 3100 Smoketree Court Suite 1100 Charlotte, NC 28210 PE mooRCS,v Todd Fisher, P.E.. ColeJenest & Stone, PA 150 Fayetteville Street Raleigh,, NC 27601 OF F I CEa WQCSIWWTP Barbara Gross CMU 5100 Brookshire Blvd Charlotte, NC 28206 Complete and submit this form to the permit issuing regional office with the following: One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension Supporting design calculations (selected pumps, system curve, operating point, 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 Changes to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are required for any changes resulting_ in non-compliance with this permit, regulations or minimum design criteria. This project shall not be considered complete nor allowed to operate until this Engineers Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION LI Partial 1 Final 1, Q. ic>hry F%%WV?, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe ( periodically, © weekly, full time) the construction of GSA-C, a Mecklenburg County project for the 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 Quality's (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, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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. 4 ol enest Stone Shaping OleEnvironmcm i2o0i92i09 Poy8b1199,(0, E982 8999g Lanc2i2N4:92AtT122:8!:Jure Civ2 Erlinet9228: Urban De8848 150 f891er:892999. Strc8t, Sufte 950 NC 27601 .0419 719 1800 2 919 719 1819 IRI".:CEI\I DIVISION WATER QUALITY EWE ECIEC:ON MOORIESEELIE2 iRECIONAL, OFFICE, Date: December 13, 2010 Reference: 50244 — GSA-C Attention: Mr. Michael Parker Company: North Carolina Department of Environment and Natural Resources Mooresville Regional Office Surface Water Protection 610 East Center Avenue, Suite 301 Mooresville, North Carolina 28115 We Are Transmitting: Transmitted Via: Remarks: By: cc: Copies 1 Mail Dated 12/13/10 12/13/10 Tel: TRANSMITTAL 704-663-1699 Herewith El Under Separate Cover Description Sanitary Sewer As -Built Plans (CV5,0 & CV5.1) Encineers Certification Overnight For Approval 0 Courier 0 Hand Delivery 0 For Your Use 0 As Requested 0 Pick -Up 0 For Review The attached is submitted for final certification and approval of the wastewater collection system to serve the GSA-C project under Permit Number WQ0034473, issued December 2, 2009, Please contact us if you should require anything further. R. Todd Fisher, PE Senior Project Manager Mr, Randy Roberson — HP Mr. Stanley W. Williams, AIA, NCARB, LEED AP — GUI Mr, Mike Rhoades — SI Mr, Dave Pettit — HGC Mr. Michael S. Cole, Sr., RLA, LEED AP — CJS eemisrckfrprojectm,SkAKPRO.M5OMI4', „, emmendeeperM2010', rrarm'',12 P., Parker, M., r NCOENR r Sanitary SEANA't AS• bre s, doe