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WQ0039253_Regional Office Historical File Pre 2018
Water Resources Environmental Quality It Mr. Gary S. Adams, Director of Architecture Charlotte -Mecklenburg Schools 3301 Stafford Drive Charlotte, NC 28202 Dear Mr. Adams: oOPER Governor MICHAEL S. REGAN Secretary S. JAY ZIMMERMAN Director June 7, 2017 Subject: Permit No. WQ0039253 Charlotte -Mecklenburg Schools Northridge Middle School Additions Wastewater Collection System Extension Permit Mecklenburg County In accordance with your application received May 31, 2017, we are forwarding herewith Permit No. WQ0039253 dated June 7, 2017, to Charlotte -Mecklenburg Schools (Permittee) for the construction and operation upon certification of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 the following conditions contained within this permit: 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. It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 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. -` Nothing Compares— State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115 704-663-1699 If you need additional information concerning this matter, please contact Barry Love at (704) 235-2143 or via e-mail at barry.love@ncdenr.gov. Sincerely, ce L by W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office Division of Water Resources, NCDEQ cc: James R. Baysinger II, P.E. (e-copy) Barbara Gross (e-copy) Tommy Rowland (e-copy) Regional Office Files Water Resources Central Files PERCS (e-copy) I Environmental Quality 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 Charlotte -Mecklenburg Schools Mecklenburg County for the construction and operation of approximately 85 linear feet of 6-inch gravity sewer, to serve the Northridge Middle School Additions project, and the discharge of no additional flow per day of collected domestic wastewater into the Charlotte Water and Water and Sewer Authority of Cabarrus County existing sewerage systems, pursuant to the application received May 31, 2017, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein. f_orz_by W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office Division of Water Resources, NCDEQ Permit Number: WQ0039253 Permit Issued: June 7, 2017 SUPPLEMENT TO PERMIT COVER SHEET Charlotte -Mecklenburg Schools 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 Water and Sewer Authority of Cabarrus County Rocky River Regional Wastewater Treatment Plant in accordance with Permit Number N[0036269. Permitting ofthis project doesnptcnostituteanaccepAanceofanypartoftheoroectthatdoesnotnxeet lSA NCAC ZT;the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump 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. |tshall 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. 1^ SPECIAL CONDITIONS 1. Noadditional flow shall bemade tributary bmthe subject sewer system until anapplication for permit modification for an increase in flow has been submitted to and approved by the Division. [15A NCAC 2. This permit shall become voidable unless the agreement between Charlotte -Mecklenburg Schools and Charlotte Water and the Water and Sewer Authority of Cabarrus County for the collection and final treatment ofwastewater isinfull force and effect. {15A m[A[02T.0]04(h)] 11. STANDARD CONDITIONS 1. This permit bnot transferable. |nthe event there is adesire for the wastewater collection facilities to change ownership, or there is a name change of the Pennhtee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. [15A N[ACO2T.01O4; G.S 143-215.1(d3)] 2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC JT; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for theFmot-TrackPernni1tingofPUnnp6tationsandForceK4ainsadopted]mn81,ZO8U,asapp|icab|e;and other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110) 4 I 3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. [15A NCAC 02T .0110] 4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week. e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are • documented. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C. h. A Grease Control Program is in place as follows: 1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors at existing establishments. The plan shall also • include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems. 2. For privately owned collection systems, the Grease Control Program shall include at least bi- annual distribution of grease education materials to users of the collection system by the permittee or its representative. 3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows. i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility. L 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, The Penmittmesha|| report by telephone to a water resources staff member at the MnnnaaviUe Regional Office, telephone number (7O4)663'1699 assoon aspossible, but innocase more than Z4 hours, following the occurrence orfirst knowledge pfthe occurrence ofeither ofthe following. a. Any process unit failure, due toknown orunknown reasons, that renders the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage orbreakage, etc.;or b. Any 5SOand/or spill over 1,DC0gallons; or c. Any SSOand/or spill, regardless ofvolume, 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 norrna{budmessUouonmaya|sobpreportedto the Division of Emergency Management at telephone nummber/8[X}\ 858-0368 or (919) 733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and submitting Part of Form C8'5SQ (or the most current Division approved form) within five days following first knowledge nfthe occurrence, This report must outline the actions taken orproposed tobetaken to ensure that the problem does not recur, Part \|nfForm [S-SSO(or the mmstcurrent Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.lC(al)] 6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as, not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. [15A NCAC 02T.0108(b)] 7. 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 tothe address provided on the form. Acomplete certification isone where the form is fully executed and the supporting documents are provided asapplicable, 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 Penmittee to appropriate enforcement actions. if the permit is issued to a private entity with amOperational Agreement, then amopy of the Articles of Incorporation, Dec|aratio nanto/Remtrict|onv, 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 asapplicable. Supporting documentation shall include the following: a. One copy ofthe project construction record drawings (plan & profile views nfsewer lines & force mains) nfthe, wastewater collection system extension. Final record drawings should be clear on the plans orondigital media (CD o,DVDdisk) and are defined asthe design dnawimgsthat are marked up or annotated with after construction information and show naqulnad buffers, separation distances, material changes, etc. 6 b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge protection, detention time in the wet well, and force main, ability to flush low points in force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, include travel timeframes, shall be provided. c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written summary form. Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station design capacity design increases of 5% or greater, and increases in the number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction. After -construction requests are discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification & activation. [15A NCAC 02T .0116] 8. 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. [ 15A NCAC 02T.0105(n)] 9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116] 10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T .0108(b-c)] 11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)] 12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local ,government agencies which have jurisdiction or obtaining other permits which may be required by the Division or any other Federal, State, of Local government agencies. [G.S. 143- 215.1(b)] I FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: PERMIT #: PROJECT: ISSUE DATE: Charlotte -Mecklenburg Schools WQ0039253 Northridge Middle School Additions June 7, 2017 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: It should be submitted in a manner that documents the Division's receipt. Send the required documentation the Regional Supervisor, Water Quality Regional Operations 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 fin& 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 ENGINEER'S CERTIFICATION 1, , as a dui/ registered Professional En ineer in the State of North Carolina, having been authorized to observe (L periodically, n weekly, Li 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 02T; 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 (include description) Certification Comments/Qualifiers (attach if necessary): State of North Carolina 1 Environmental Quality j Water Resources 1 Water Quality Regional Operations Mooresville Regional Office 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115 State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTA 04-16 8& SUPPORTING DOCUMENTATION Application Number (to be eonsplcted by DVR All item, must be completed or the apnUcatio turner APPLICANT INFORMATION: 1. Applicant's name: Charlotte -Mecklenburg School (company, municipality, FIOA, utility, etc..) ?. Applicant type: © Individual ( ..] Corporatio n E] General Partrtership © Privately -Owned. Public Utility Federal U State/County Municipal © Other 3. Signature autharit ''s ntrrne: Gary . Adams per 15A NC. AC i 2'"l .0l0 (b) Title, Director of Architecture 4a. Applicant's mailing address: 3301 Stat`ord Drive City: Charlotte Stater NC Zip: 28202- 5. Applicant's contact information:; Phone number: (980) 343-728.9 Email Address: a s.adams(.4).cttts.'kiln c.us II. PROJECT INFORMATION: 1. Project name: Northridge Middle School Additions 2. Application/Project status: Proposed (New Permit) E' Existing Pernlit!Project If a modification, provide the existing permit number: WQ00 . and issued date: If new construction but part of a master plan, provide the existing permit nunnher: WQ00, 3. County where project is located: Mecklenburg 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.259' Longitude: 5. Parcel ID (ifapplicable): 110509129 (or Parcel ID to closest downstream sewer) CONSULTANT INFORMATION: 1. Professional Engineer: James R, Bayrsit der Tl License Number: 034628. Firm: Stewart, Inc. Mailing address: 101 North Tryon Street, Suite 1400 City: Charlotte State: NC Zip: 28202- Phone number: (704) 334-7925 Email Address: jbaysiiigerid?stewartinc.com, IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Rocky River Wastewater Treatment Plant Permit Number: NC0036269 Owner Name: Water and Sewer Authority of Cabarrus Count° RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WW'TF):. 1. Permit Number(s): WQ Downstream ('Receiving) Sewer Size: inch System Wide Collection System Permit Nu tber(s) (if applicable): WQCS Owner Name(s): FORM: PTA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes ENo ZN/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: D1V) been attached? ❑ Yes ❑No ®N/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached? ❑ Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ❑ Residential Owned ❑ Residential Leased ® School / preschool / day care ❑ Food and drink facilities ❑ Businesses / offices / factories ❑ Retail (stores, centers, malls) ❑ Retail with food preparation/service ❑ Medical / dental / veterinary facilities ❑ Church ❑ Nursing Home 5. Nature of wastewater : 100 % Domestic/Commercial % Commercial % Industrial (See 15A NCAC 02T .0103(20)) �Is there a Pretreatment Program in effect? 6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes > If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: ❑ Car Wash ❑ Hotel and/or Motels ❑ Swimming Pool /Clubhouse ❑ Swimming Pool/Filter Backwash ❑ Other (Explain in Attachment) ❑ Yes ❑ No ® No Establishment Type (see 02T.0114(0) Daily Design Flow a•6 No. of Units Flow No new flow gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total GPD a See 15A NCAC 02T .01 I4(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 1 14] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: zero GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ® Flow has already been allocated in Permit Number: unknown ❑ Rehabilitation or replacement of existing sewer with no new flow. expected ® Other (Explain): no new flow, building is replacing existing modulars, no increase in student population. FORM: FTA 04-16 Page 2 of 5 VD. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - I. Summarize gravity sewer to be permitted: vitv S Section II & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria • Section III contains information related to minimum slopes for gravity sewer(s) Over -sizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 07T .0305 & MDC (Pump Stations/ForceMainsl: COMPLETE FOR EACH pu.mp STATIONINCLUDED IN THIS PROJECT Pump station number or name: 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - 3, Design flow of the pump station: millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TM) 5, Summarize the force main to he permitted (for this Pump Station): Size (inches) Length (feet) INIaterial 6, Power reliability in accordance. with 15A NCAC 021' ,0305(h)(1): El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( 1 )( B)i • Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day Must be permanent to facility. Or Rate pump station has an average daily flow less than 15,000 gallons per day: Portable power source with manual activation, quick -connection receptacle and telemetry ISA NCAC 02T .0305(11)(1)(C) OF EJ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCA.0 021' .030.5(h)( )(C): • It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. • lithe portable power source or pump is dedicated to multiple pump stations„ an evaluation of all the pump stations' storage capacities and the rotation schedule ,of the portable power source or pump, including travel timeframes, slali be provided in the case of a multiple station power outage. FORM: ITA 04-16 Page 3 of 5 R. SETBACKS 1 ACKS & SEP. 3'CAT"IOCrS (02B .0200 & 15A'CAC 02T .0305(0): 1, Does, the project comply with all separations found in �bl '`�C 2�,305 f &. (g) 5A NCAC: €J2T".03C)5(f) contains miauirattant seltaratietas that shall be provided for sewer ystem Setback Parameter al -water over sewer inetuudi�ng ira benched trenches) 'a4 ater mains (hori onta Reclaimed water lines Reclaimed water Iitrc (horizontal -reclaimed over sawyer) , **Any private or public water supply source, including any wel Class rl itrt. trntled rt serwtairs used as a source of drinkiuit watt \raters classified W'S water (or tide 4lairared over sewer f (lass 1 or ept WS-1 or \VS-V), 13, SA, ORW, IlQW, or Sll from normal and wetlands (see items IX.2) Any other stream, lake, i npoundrnent, or ground water lowe ditches Any building foundation Any basement. T`o t slo e of entbankn Drainage systems and in Any swimming; pools Final earth grade (vertical' rceptor drain ore vcrtica g arrd surface drainage 15ANCA4' 02T.030.5(g) contains alternatives where separations in )2T e03 5j **Stream classifications can be identified using the Division's NC.' Surface Water `1assUiicati©ns webpagc if noncompliance with 02T.0305(f) or (g), see Section X of this application IUI 24 in 18 inches 2 feet 100 fee 36 inches nnot be achieved. Yes 0 No 2, .Does the project comply with separation requirements for wetlands? (50 feet ofseparation) El Yes 0 No Q N/A i� See the Division's drat) separation requirements for situations where separation cannot be meet r No variance is required if the alternative design criteria specified is utilized in design and construction ;0 As built documents should reference the location of areas effected Does the project comply with setbacks found in the river basin rules per I5A N AC 02B ,020O? ® Yes El No El N/A This would include Trout Buffered Streams per 15A NCAC 2B 02Q2. Does the projec individual perm quire coveragelauthorization under a 404 Nationwide or or 401 Water Quality Certifications? information can be obtained from the 401 & Buffer Per mi'tfing Branch Does project comply° Per 15 NC tk 02T been applied for, o sedimentation contra th J 5A NCAC 02'T,0105(c)(6) (additional ,perrauitsa�certificati 0 6 directly related environmental permits or certifica a obtained, Issuance of this permit is contingent on is tormwater management plans, etc,). 6, Does this project include a 0 Per 15A NCACO2T.040a. "high -priority sewer positioned parallel to streambanks that is subject to are deemed "high- rt aprtt ante o d.erm Ines or deteriorates details for each line, including type (aerial lit t6rSu s Q No ications are being prepared, have f dependent permits (erosion and arface waters, siphon, or sewer sewer, material. and loca High priority lines shall inspected h) the perrnittee or its representative at least once every six-tnonthsand irtspcetrons documented per 15,A NC 021,0403(a)(5) or the per•miiee's individual System -Wide Collection permit. A 04-16 Page 4 of X. CERTI`ICATIDNS: Does the submitted system comply with 1A NC 2 and Farce Mains (latest.yersiQn), and the C ;avity„l&xvor Yes Minimum Cr4Sje C trot mil ai C'riteria 0 No pplicablc? If No, complete and submit the Variance/Alternative Design Request application (VADC 1 t1-14) and supporting documents for equcst is required review. Agttrova Professiottaltdts Certification: I, ittal f'thc I= t Tract: A c frotrt Application d sunrtur tlml doeurt. 0n t0 has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation, North Carolina Professional Engineer's seal, signature, and date: Applicant's Cki fi cation per '1 SA NCAC 02T ,0106(b): t t- ' o '" p -attest that this application for Authority's mime t title from Application Ite has been reviewed by me and is accurate and complete to the best of my knowledge. '1 understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non- discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition. of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to rite as incomplete. NOTE — In accordance with General Statutes 14 -215.6A and 143-215,6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. i lI I1 / SEAL 34628 OAYS1tk Signature: Date: FORM: FTA 04-16 Page 5 of 5 CHARLOTTE W TER May 24, 2017 Mr. Jamey Baysinger Stewart, inc. 101 N Tryon St Suite 1400 Charlotte, NC 28202 SUBJECT: WATER AND SEWER FLOW ACCEPTANCE NORTHRIDGE MIDDLE SCHOOL ADDITIONS 7601 THE PLAZA, CHARLOTTE NC CLTWATER TRACKING # 2017626 After analysis of the sanitary sewer associated with the proposed design of project, Northridge Middle School Additions, it was determined that there is sufficient capacity to accommodate the proposed sewer flow of 0 gallons per day (No Additional Flow) at the connection point(s) indicated on the submitted utility plan for transmission to the Rocky River Wastewater Treatment Plant-, NPDES permit number NC0036269, located in Cabarrus County, for treatment, This acceptance of flow is based on the existing capacity of the designated publicly owned treatments works. Please see the attached NCDEQ FTSE forms. CLTWater 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, PWS ID # 0160010 on file with the Public Water Supply Section of NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow. CLTWater does not expect any of the above conditions to preclude water or sewer service to the subject site. However, the applicant should understand that 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 CLTWater and sewer system is accepted on a first come, first served basis. The applicant should understand that this letter is not authorization to construct or extend 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 any service connection(s) has not been received within one (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, please do not hesitate to contact me at (704) 432-5801. Sincerely, Barbara Gross Engineering Assistant Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewaterorg Sti Operated by the City of Charlotte 4C0F W A 7- State of North Carolina Department of Environment and Natural Resources p Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) . (JURISDICTION USE ONLY) Jurisdiction Requesting Flow Acceptance for Collection System: ['City of Concord City ofKannapolis ❑Town of Harrisburg ElTown of Mt. Pleasant ®Charlotte Water Project Title, Description, and Number of LotsfUnit: Project Title: Northridge Middle School Additions, 2017626 Description: The Northridge Middle School engineering plans and specifications, as prepared and sealed by James Baysinger, NCPE, with Stewart, Inc., for the wastewater collection system extension consisting of approximately 89.31 feet of 4-inch sanitary sewer to serve Northridge Middle School Additions located on The Plaza Road in Charlotte NC, with a wastewater discharge of No Additional FIow GPD. What is the quantity of flow that will be discharged? 39,897 GPD Flow type: ❑ Domestic ® Commercial 100 % ❑ Industrial 0/0 Section I.- List the Jurisdiction's pump stations located between the project connection point and the WSACC Intercet for connection oint. Pump Station (Name or Number) Firm Capacity * MGD (A) Design Average Daily Flow'* (FimdpO MGD (B) Approx, Current Average Daily Flow MGD (C) Obligated, Not Yet Tributary Daily Flow MGD (D) = (B+C) Total Current Flow Plus Obligated Flow MGD (E)—(A-D) Available Capaoity*** MGD "The Firm Capacity of any pump station is defined as the maximum pumped flow that con be achieved with the Iargest pump taken out of service. *hDesign Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not leas than 2.5. ***A Planning Assessment Addendum shall be attached for each pump station located behveen the project connection point and the WWTP svbere Available Capacity is a 0. Section II. Jurisdiction's Certification Statement: Lear' wilsorr 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 WSACC interceptor; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to the receiving WSACC interceptor 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 Section I plus all attached planning assessm addendum for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signa. �; f thiform indicates acceptance of this wastewater flow. Jurisdiction' ► igning f c aignature Revision Date: 08/09/13 WSACC May 10 2it17 M.s. Bar f ngineeri.ng ,assistant Charlotte Water 5100 Brookshire Blvd. Charlotte, NC 28216 Flow Acceptance Request Northridge Middle School Additions Charlotte Water Tracking Number 2fl117 26 Dear Ms. Gross: This is air approval of the flo- acceptance request that was received by Authority of Cabarrus County (WSACC ) from Charlotte Water on May 9 WATER & SEWER AUTHORITY OF CABARRUS COUNTY 232 Davidson Hwy, Concord, NC 28027 704386,1783 • 704,79515E04 Fax wwwwsacc,orq and Sewer WSACC has or will have capacity at the Rocky River Regional Wastewater "l"reatnient Plant and. appropriate sewer interceptors to transport and treat the commercial wastewater from the proposed Northridge Middle School Additions project, WSACC acknowledges that this project is an extension of an existing sewer line, and that no additional flow will be generated as a result of this project. As such, WSACC agrees to accept 0 gallons per day (gpd) of additional flow frorn this project. The wastewater generated by this project will be conveyed through the proposed 4-inch gravity line, through the existing gravitww line. and then enter WSACC's system at the existing 36-inch Reedy Creek Interceptor. Please note that if construction of this project is toot started ww°ithin two (2) years of the date of this approval, the approval is rescinded and a second request and approval be required. Please notify WSACC in writing when construction of this project is initiated. If you have any questions, please call me at (704) 786-178 i, extension ?28.. Sincerely, J. Thomas Hahn, PE l�tility Systems Engineer cc: Carl Wilson, Pl /CMC1 Michael Wilson Tim ,Kiser, PE Mark Lomax Chad VonCannon, PE treatment facility and the flow from t.t)is project is not a or overburden on any downstream pump stl given the implementation of the planned Unproven analysis has been perforated in accordance with local This certitic.auicett applies to those items listed above it addendunes to rwhichw tag the tt(st r)f t ty° lwrttrww ledge, W of this form indicates acceptance of Divisil n of Water Resources (W SA C(:" #2017626) State of North Carolina Department clf Ert °irttntrtetat and Natural Resources i�t'lsitln of Water Resources Flow Tracking/Acceptance for SCAN'er Extension Permit Applications triSE —01/14) Northridge .J\7iddi School Additions (C Section 1. Name of Wastewater treatment Z Rocky River Wastewater Treatment Facie © Muddy Creek Wastewater 'Treatment Faci V4'WTP fad! t.irrtated abl fl MGD \ ater Tt") receiving wastewater: #NCQQ36269 'NCOQ81621 P facility's eci fltww n al avg. dai tributary to the ow„ MGD _Total flow for this specific request, MGD Total actual and obligated flows to the facility itted flow used 4% Section If. Pump stations along the route from th Pump Station dNarne or t4urnber1 edy Creek PS 3 16.5(1(1 River Ps p it Average Wily Flow is the t�tirea rapacity of the pump 'ant Pon divined by w peaking (actor mot teas than 2,5,. ur,isdict►on's connection point to the Apirros Ciorrm ita (cy) obligated, Not stet 'tributary Daily 'Flow MCI) 1457 t1, 89 rim rAsseasitiont Addend to ahal Total t„ WIVI.10 HOW PlUi ilhli itted Flow '4tGt) 1,746 p iakrie ,cur of se nectioit `ww'TP whr. 4,854 Lion. Ill 1 'SAC'C Ce ifieat;ion Statement: 1, J. Thomas ahn, I'E,, certify that, to th hest �f nv l rti)�v Ied.te, the addition ofthe Volume of i',aste',water to be permitted itt this project has been evaluated along the route from the connection to the ilttcrceptor to the receiving Wastewater ncipated to cause any capacity related sari] the receiving treatment plant under nonna hied in the planning assessment where applic Wished policies and procedures usitag the test av ion 1 and Section t! plus all attach not adversely affect the dowsnstreant sewercaapacity, er data, ttire AP.laz j - 4Bapti Church Produced by the United States Geological Survey North American Datum of 1983 4NAD831 World Geodetic System of 1984 IWGS841, Projection and 1 000-meter grid: Universal Transverse Mercator,,. Zone 17S 10 000-foot ticks: North Carolina Coordinate System of 1983 This map is not a legal document. Boundaries may be generalized for this map scale. Private lands within government reservations may not be shown. Obtain permission before entering private lands,. Imagery. .NAIP, May 2014 Roads.........................r.,,.,.. U.S. Census Bureau, 2i}15 - 2016 Names,. Ghl 2016 Hydrography......_.....W......„National Hydrography Dataset, 2014 Contours. ..>.,.,,....,.National Elevation Dataset„ 2008 Baundarfes,,......,..,Multiple sources; see metadata file 1972 - 2016. Wetlands.,,,.....FWS National Wetlands Inventory 1977 - 2014 r 46° 138 MrLS GN UTM GRID AND 2016 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET 100,a00an Square I© 7 1000 2 SCALE 1:24 OO( TE 0 MILES 4000 5000 FEET CONTOUR INTERVAL 10 NORTH AMERICAN VERTICAL DA This map was produced to conf National Geospatial. Program U5 Topo Pr A metadata file associated with this produ Goy„ogle aps 7601 The Plaza Map data € 2©17 Google 1 mi c. STE' ART May 30, 2017 Mooresville Regional Office Water Quality Section 610 E. Center Avenue Mooresville, North Carolina 28115 Charlotte Mecklenburg Schools Northridge Middle School Additions Fast Track Application FTA 10-14 To whom it may concern; Enclosed please find the Fast Track Application for the referenced project. The project includes the construction of a private sanitary sewer extension to serve a new building, including approximately 86 linear feet of 6" gravity sanitary sewer from a new building to connect to the existing private gravity sewer system. This package includes the following; • Application Fee check in the amount of $480.00 • Application and Checklist (FTA 04-16) • Street level map (by Google, 2016) • USGS Quad map (by Google Earth) ▪ Charlotte Water flow acceptance letter (5/24/2017) • Flow Tracking/Acceptance for Sewer Extension (FTSE 04-16) Please contact me with any comments or questions at (704) 909-3503. Sincerely, Jamey Baysinger Project Manager Enclosures (listed above) CC; Tim Ames, CMS STRONGER KEY DESIGN 101 NORTH TRYON ST. SUITE 1400 CHARLOTTE, NC T 704,334.7925 28202 F 704.334,7926 Central Files: APS S1NP 6/7/2017 Permit Number WQ0039253 Permit Tracking Slip Program Category Status Project Type Non -discharge Active New Project Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer barry.love Coastal SWRuIe Permitted Flow 0 Facility Version Permit Classification 1.00 individual Permit Contact Affiliation a Facility Name Northlake Middle School Additions Location Address Owner MajorlMinor Region Minor Mooresville County Mecklenburg Facility Contact Affiliation Owner Name Charlotte Mecklenburg Schools Dates/Events Owner Type Government - County Owner Affiliation Anthony B. Ansaldo 3301 Stafford Dr Charlotte NC 28208 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 6/7/2017 5/31/2017 6/7/2017 6/7/2017 Regulated Activities Requested !Received Events School Wastewater collection Outfail Additional information requested Additional information received Waterbody Name Streamlndex Number Current Class Subbasin