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WQ0039674_Regional Office Historical File Pre 2018
Water Resources Environmental Quality December 8, 2017 Mr. Robb Crumpton, Managing Member Palisades Residences, LLC 2204 Lakeshore Drive, Suite 450 Birmingham, AL 35209 Subject: Permit No. WQ0039674 Palisades Residences, LLC Palisades Apartments Wastewater Collection Syste Mecklenburg County Dear Mr. Crumpton: ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Interim Director In accordance with your application received December 6, 2017, we are forwarding herewith Permit No. WQ0039674 dated December 8, 2017, to Palisades Residences, LLC (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 This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 per Conditions 1.1 & 1.2: Alternative designs are granted relative to the minimum slope of the sanitary sewer and minimum separation distance from wetlands, per 15A NCAC 02T.0105(n). Please see Conditions I.1 and 1.2 for more details. 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. Nothing Compares .,-. State of North Carolina pI Environmental Quality I Water Resources I Water Quality Regional Operations Mooresville Regional Office 161© East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115 704-663-1649 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 ma or via e-mail at barry.love@ncdenr.gov. Sincerely, byW. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office Division of Water Resources, NCDEQ cc: Christopher M. Berry, P.E. (e-copy) Barbara Gross (e-copy) Tommy Rowland (e-copy) Regional Office Files Water Resources Central Files PERCS (e-copy) e r, p ease contact Barry Love at (704) 235-2143 2 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 Palisades Residences, LLC Mecklenburg County for the construction and operation of approximately 1,670 linear feet of 8-inch gravity sewer, to serve the Palisades Apartments project, and the discharge of 40,508 gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application received December 6, 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. byW. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office Division of Water Resources, NCDEQ Permit Number: WQ0039674 Permit Issued: December 8, 2017 3 SUPPLEMENT ����&��U^� ������� ��U����� .���o o w.u.n�xx~n� n u �� PERMIT u "�v��m.o� SHEET Palisades Residences,LLCis 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 Charlotte Water McAlpine Creek Wastewater Treatment Plant in accordance with Permit Number NCO024970. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15ANCAC2T; the Division's Gravity Sewer Minimum Design Criteria adopted Febnuary1I, 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 isbased onacceptance 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. Noflow inexcess nfthe quantity permitted herein, 4OS08gallons per day, shall bemade tributary to the subject sewer system until an application for permit modification for an increase in flow has been submitted tuand approved bythe Division, [15AN[&[O2T.B3O4(b)] 2. This permit shall become voidable unless the agreement between Palisades Residences, LLC and Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A ~ 3. The Operational Agreement between the Pennitteeand the E n is incorporated herein by reference and shall be acondition nfthis permit. NoncbmpUancewith the terms of the Operational Agreement shall subject the Permittem to all sanctions provided by North Carolina General Statutes §143'JlS.64to §143-Z1S.6Cfor violation oforfailure tmact inaccordance with the terms and conditions ofthis permit. [15AN[ACO2T.U115] KLSTAPADARD CONDITIONS 1. This pennb is not transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is e name change of the Pennittee a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials asmay beappropriate, The approval ofthis requextshaU beconsidered on its merits and may ormay not beapproved. [154N[ACO2T.0104;G.S143-215.1(0)] 2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A N[A[ ZT the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for 4 the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC 027.0110] 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)1: 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 28 .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. ---- may x--,- required construction----�----`—"�-` replacement facilities.- 12The 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, tG.S. 143- 8 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: PERMIT #: PROJECT: ISSUE DATE: Palisades Residences, LLC WQ0039674 Palisades Apartments December 8, 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 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 ENGINEER'S CERTIFICATION 1, , as a dul registered Professional Engineer in the State of North Carolina, having been authorized to observe (Eperiodically, ❑ weekly, j1 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 I Environmental Quality I Water Resources I Water Quality Regional Operations Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115 STATE OF NORTH CAROLINA COUNTY OF PermitNo. WcJ111d DEVELOPER'S OPERATIONAL AGREEMENT This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of Qeber , by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and Palisades Residences, LLC , a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter known as the DEVELOPER. WITNESSETH: 1. The DEVELOPER is the owner of the certain lands lying in . Mecklenburg County, upon which it is erecting and will erect dwelling units and other improvements, said development to be known as Palisades Apartments (hereinafter the Development). 2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve the Development on said lands. 3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143- 215.1 to construct, maintain, and operate the Disposal System. 4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C or 47F of the North Carolina General Statutes. 5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration, the (Unit Owners' Association) (hereinafter Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for the purpose, among others, of handling the property, affairs and business of the Development; of operating, maintaining, re -constructing and repairing the common elements of the lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues and assessments to provide funds for such operation, maintenance, re -construction and repair. 6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed, maintained and operated in accordance with law.and permit provisions in order to protect the quality of the waters of the State and the public interest therein. NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows: 1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in accordance with applicable permit provisions and law. 2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association until construction has been completed in accordance with the permit and approved plans, and the staff of the Division of Water Resources has inspected and approved of the facilities. In order to change the name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The request must include a copy of the Association Bylaws and Declaration. 3. The.DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's successor. FORM: DEV O8-13 Page 1 of 2 4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and' appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in conformity with law and the provisions of the permit for construction, operation, repair, and. maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and disposal system as a common element which will receive the highest priority for expenditures by the Association except for Federal, State, and local taxes and insurance, The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will be maintained out of the common expenses. In order to assure that there shall be funds readily available to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part of the yearly budget. 6. In the event the common expense allocation and separate fund are not adequate for the construction, repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any time. 7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city, town, village, county, water and sewer authorities, or other unit of government shall hereinafter become available to serve the Development, the DEVEL©PER. shall take such action as is necessary to cause the existing and future wastewater of the Development to be accepted and discharged into said governmental system, and shall convey or transfer as much of the Disposal System and such necessary easements as the governmental unit may require as condition of accepting the Development's wastewater. 8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for the Association to enter into voluntary dissolution without having made adequate provision for the continued proper maintenance, repair and operation of its Disposal. System, the DEVELOPER shall provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having transferred its said system and facilities to some person, corporation or other entity acceptable to and approved by the COMMISSION by the issuance of a permit. 9. The agreements set forth in numbered paragraphs 1, 2, 3, 4,5,6, 7, and 8 above shall be conditions of any permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and operation of the Disposal System, 10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the Association. IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized representative of the parties hereto on the day and year written as indicated by each of the parties named below: FOR THE ENVIRONMENTAL MANAGEMENT COMMISSION Director. Division of"4Vter Resources (Da Print Na (Date) e and Title b l' FOR. DEV 08-13 Page 2 of 2 State of Noah Carolina Department of Enviro mental Quality Division of Water Resources 15A NCAC 02T .0300 ®'FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTA. 04-16 & SUPPORTING DOCUMENTATION t" Application Number: `"- k� pleted by t:)4VR) All items must be completed or the application will be returned. APPLICANT INFORMATION: I. Applicant's name: Palisades Residences, LLC (company, muunicipality,HHOA, utility, etc-. Applicant type: ❑ Individual ❑ Federal Corporation ❑ General Partnership 0 Privately -Owned Public Utility ❑ State/County Municipal �. Signature authority°s name: Robb Crumpton per 1 5 A NC:(' 02'F .0106(b) Title: Managing Member 4. Applicant's mailing address: 2204 Lakeshore Drive, Suite 450 City: Birmingham State: AL Zip: 35209- 5. Applicant's contacation: Phone number: (20 ) 48 3-2841 Ernail Address; robliKarlivdev.cotn Other IL PROJECT INFORMATION: 1. Project name: Palisades Apartments 2 Application!Prrrject status: ! Proposed (New Permit) © Existing Permit/Project If a modification, provide the e.yist.irrg permit m.tniber: WQOO and 'issued date: If new construction but part of a master plan, provide the existing permit number: WQ00_ 3. County where project is located: Mecklenburg 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0918' de:-81.0:328` 5. Parcel ID (if applicable): 21722240 (or Parcel ID to closest downstream sewer) CONSULTANT INFORMATION: f. Professional Engineer: Christopher M. Berry Firm: Berry Engineers„ LLC Mailing address: 3555 l eith Street NW, mite 109 City: Cleveland State: TN Phone number: (423) 790-5880 Zip: 3731.2- Ema.il Address: cbe License Number: 39998 WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970,1 1C0024945 NC0024937 Owner Name: Charlotte Mecklenburg Utility Department. V. RECEIVING DOWNSTREAM SEWER INFORMiATION (i han '!tiftNT.F): I. Permit Number(s): WQ316-593 Downstream (Receiving) Sewer Size: S" inch System Wide Collection System Permit \urtrber ifa licahle : \QCS00001 OwnerNarne(s): Charlotte ;Mecklenburg Utilit FORM: FTA 04-1.6 Page 1 of 5 GENERAL REQUIREMENTS 1. lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Con © Yes No NIA ,nience rid Necessits° been attached? If the Applicant is a Developer of Tots to be sold, has a Developer's Operational Agreement (FORM' DFV'I been attached? 3. if the Applicant is a. nie/Pro ert ' Owners' Assoc 4, Origin of wastewater; (check all that apply): ❑ Residential Owned Residential Leased ❑ School / preschool / day care ❑ Food and drink facilities © .Businesses / offices / factories Yes No IN°`A n Oer�atictnal rya teen ❑ Yes ❑No ❑ Retail (stor © .Retail vw°ith trod prepa ❑ Medical / dental / vete ❑ Church Nursing Florae Nature of wastewater : 100 °, DomesticF`Cornnrercial 6, Has 7. Su A Comntere °r© Industrial (se i SA N( AC 02T, .0 I03("?C1_)) Is there a Pretreatment Program in effect? eduction been approved under 15A. NCAC 02T 011411t 'r aro� ide t► copv of flow reduction approval letter arize wastewater generated by project: Establishment Type (see 02T.0I 14(0) At tar€me Office Yes Daily Design Flow " 135 gal/unit 25 gal/employee ❑ ❑ ` ❑ Ot been attached? 'ash and/or Motels tang Pool /Clubhouse ming Pool./Filter Backwash ain in Attachment) No. ofUnits 274 6 Flow 36,990 GPI) 150 GPD Pool 10 gal/person Fitness Center rwash,/Dogwash Stations 50 gal/100 sf 250 galr'tixture 124 2,756 3 gal/ 750 GPD GPD 40,St1 GPI) a Sce 15A NCAC 02T .0114 k' (d , e)(1`Iand (eJ1_? l'or caveats to wastewater design flow rates (i,e., minimum Clow per dwe_llpng; 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 ttt be used as vacation rentals as defined in t;;.S,42A-4). b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 115A NC°AC:. 02T.0I 14] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. Wastewater generated by project: 40,508 GPD (per 15A NC;\C_02T 01.,.14) Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing se ver with no new flow expected ❑ Other (Explain)a FORM; FTA 04-16 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02'l' .0305 & Ml)C. (Gravit% Sense 1. Summarize gravity sewer to be permitted: Section II & 11I of the MDC for Permitting of Gravity Sewers cotttairts information related to design criteria Section 111 contains information related to minimum slopes for gravity suer°(s) Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC Villa PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Pump Stsrtions/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED 1N THIS PROJECT 1. 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 purnp(s): gallons per minute at feet total dynamic head (TDi-l) 5. Summarize the force main to be permitted (.for this Pump Station): Size (inches) Length. (feet) Material 6. Power reliability in accordance with i $A_NCAC 02T .0305L)(1): [� Standby power source or pump with automatic activation and telemetry - 1 5A NCAC 02T1` ➢ Required for all pump stations with rtn average daily flow greater than or equal to 15,000 gallons per day Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: L] Portable power source with manual activation, quick -connection receptacle and tele .0305(h)(1)(C) or y- 15ANCA.0O2T © Portable pumping unit with plugged emergency, pump connection and telemetry - l5A NCAC 02T .0305(h)(1)(C): it shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations" storage capacities and the rotation schedule of the portable power source or pump, including travel feimeframes, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T ,0305(f)): 1. Does the project comply with all separations found in 15A NCAC 02I .0_O t;f (g) 15A NCAC 02T"_0305(0 contains minimum that shall be provided foi tback Parameter* Storm sewers and other u ins (vertical -water ove nains (horizontal) Reel water I Reclaimed water' d below (vertical) n benched trenches) Separation Required 24 inches ed over sewer) clammed over sewer) **Any private or public water supply source, including any wells, WS-I waters of Class I or p drinking Class II impounded rescs^��oirs used as a source of inking water **Waters classified \\ S (except WS-I or WS-V'), B, SA, ORW, HOW, or SB from normal high water (or tide elevation) and wetlands (see itettt IX,2) **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches Any building foundation Any 'basement Top slope of embankment or cuts of 2 feet or more vet°tica Drainaj systems and interceptor drains Any swimming pools h grade (sertical) 18 inches inches 2 feet 100 feet 50 feet 10 NCAC" 02103405(g) cant aitts alternatives where separations in 02T 0305(I.,) cannot'be achieved am classifications can be identified using the Division's NC Surface ,Water Classifications wvc compliance with O2T.0305(1) or- (g), see Section X of this application 2, Does the project comply with separation requireattents t'or wetlands? (50 feet of separation) See the Division's draft separation requirern.ents for situations where separation cannot be meet ➢ 'No variance is required if the alternative design criteria specified is utilized in design and construction As built documents should reference the locat Does the project comply vvith setbacks found in the rives° h sin rules per 15,, Tlris would include Trout Buffered Streams per 15ANCAC 2B.0202 4. Does the project require coveragctauthorization under a 404 Nationwide or individual permits or 401 Water t` uabty Certifications' Information can he obtained from. the 401 & Buffer Pemut(ine Hranch 0200? No Does project comply with 15A \t4 ( 02'I`.0I05(c ffb) (additional permits/certilications `y e ( No Per j5A NCAC 02T 0105(00), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained, Issuance of this permit is corntingenton issuance of dependent permits (erosion and sedimentation control plans, stormwater management plans, etc.), Does this project include any sewer collection lines that are deerned "high -priority?" Per 15A NCAC 02T 0402, `.high -priority sewer' means an aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. Yes No NIA Ify°es, include an attachment with details for each line, including type (aerial line, size, material, and Itacation). High priority lines shall 1e inspected by the permittee or its representative at least of six -months and inspections documented per 15A NCAC 02'T.0403(a)(5) or the permiteers individual System Wide C`trlleetion Iaermit. FORM: rTA 04-16 Page 4 of 5 CERTIFICATIONS: 1. Does the submitted system comp and Force Main' &test version,), with A_;1 d the Gravi the Min Desittn Criteria for the Pertn. rt Criteria (latest versiots app Yes fl No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review, Approval of the request„ i documents. Professional Engineer"s Certification: * ....._ .., . , Flu[.., : &l- enquired prior to submittal of the Fast Track Application and supporting Professional Engineer's !hame from. Application a that this application for has been reviewed by me and is accurate, complete and consistent with the information. supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best (Amy knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest Version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to he 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 line not to exceed 510,000, as well as civil penalties up to $25,000 per violation_ North Carolina Professional Engineer"s seal, signature, and date: Applicant's Certification per 15A NCAC 02'T .0106(b): I, __A1?.._._..._ tent nature Authority's name title"fl°onApplication Item 0 PE# attest that this applica n ror has been reviewed by me and is accurate and complete to the 'hest of my knowledge. I understand that Wall 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. 1 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, andlor criminal prosecution. 1 will snake no claim against the Division of Water Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE-- In accordance with General Statutes I . `r-15a(A and l43 21 S.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to S.25,000 per violation. Signature: Date, I'f FORM: 'TA 04-16 Page 5 of CHARLOTTE W TER October 23, 2017 Mr. Josh Hutcheson Berry Engineers, LLC 3555 Keith St, NW Suite 109 Cleveland, TN 37312 SUBJECT: WATER AND SEWER FLOW ACCEPTANCE PALISADES APARTMENTS 15952 GRAND PALISADES PARKWAY, CHARLOTTE NC CLTWATER TRACKING# 20171494 After an analysis of the sanitary sewer associated with the proposed design of project, Palisades Apartments, it was determined that there is sufficient capacity to accommodate the proposed sewer flow of 40,508 gallons per day (274 apartment units x 135 gpd/unit; 2,756 ft2 amenity center x 50 gpd1100 ft2; 124 person pool x 10 god/person, Car Wash and Dog Wash with 3 plumbing fixtures x 250 gpd/fixture) at the connection point(s) indicated on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the existing capacity of the designated publicly owned treatments works. Please see attached NC DEQ FTSE form. Charlotte Water (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. The applicant should understand that due to the involvement of other agencies and continuing growth of the water system, the ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the CLTWater 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 construction has nest started within one (1) year of issuance of this flow acceptance, and payment for any service connections have not been received within 1 ear of issuance of this flow acce Lance letter this flow acre fence re ues# 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 charlottewater.org Operated by the City of Charlotte ,tEN.?�'a.;?_s Division of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting AIlocation: Berry Engineers, LLC Project Name for which flow is being requested: Palisades Apartments More than one FTSE may be r equired for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater jlaw. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP FacilityName: McAlpine Creek, Irwin Creek, Sugar Creek b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937 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 Allflows are i:: MGD 99.000 13,174 64.375 0.041 77.590 78.4% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)-(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow** Current Avg. Tributary Flow PIus (Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity*** Studman 2.200 0.880 0.134 0.588 0.722 0.158 Steele Creek 7.900 3.160 4.060 0.935 4.995 -1.835 * 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. *** 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 t 0. Downstream Facility Name (Sewer): Sutton by the Lake, PH 2-1 Downstream Permit Number: 316-593 Page 1 of 2 FTSE 04-16 III. Certification Statement: I Carl Wilson certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums . for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. Signi Of cia i t e Page 2 of 2 /0/7 ate FTSE 04-16 A PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station Iisted in Section II where Available Capacity is < O. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily FIow (C) accounts for 18.7 % and 0.935 MGD of the Available Capacity (E) in Pump Station Steele Creek ; and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0 , 935 MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely Steele Creek LS Replacement and FM Relocation is in design or under construction with planned completion in March 2 Dia ; and/or d. The following applies: The Steele Creek Pump Station Replacement Prolect will provide a new regional facility capable of handling build - out flows for tributary basins and includes a new 30-MGD pumping station, approximately 35,000 LF of 36-inch diameter force main, demolition of the existing pump station, and other additional work. The Steele Creek Pump Station Replacement Prolect is approximately 60(% complete, with substantial completion expected by March 6, 2018. Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143-215,67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. Signing 'dal Signature Page 3 of 6 Date n,»o FTSE 04-16 Love, Barry F From: Sent: To: Cc: Subject: okUTIQN: ExternalLemai .reportspam@jov.,. Ben Berry <ben@berryengineers.com> Thursday, December 07, 2017 10:30 AM Love, Barry F josh@berryengineers.com [External] Re: WQ0039674 Palisades Apartments o:not click Inks or open attachments unless venfted 5end�all suspicious,emai1s an attachment You can ignore the 4" as these are just building laterals. We are only asking to permit the 8" lines and manhole. The 6" are also laterals, covered by the building code. Thanks! Ben Berry On Dec 7, 2017, at 10:26 AM, Chris Berry <cberry@ berrvengineers.com> wrote: Ben, Please see below regarding Palisades. Christopher M. Berry; PE, PTOE Berry Engineers, LLC (423) 790-5880 From: Love, Barry F [mailto:barry.love@ncdenr.gov] Sent: Thursday, December 7, 2017 10:09 AM To: Chris Berry <cberry@berryengineers.com> Subject: WQ0039674 Palisades Apartments Mr. Berry, I am reviewing the sewer extension application for Palisades Apartments in Mecklenburg County. The table for gravity sewer to be permitted lists 710 ft. of 4-inch gravity sewer. We can't permit anything smaller than 6-inch for private sewer and 8-inch for public sewer. Maybe the 4-inch line is building sewer(lateral) to be covered by the building inspector/plumbing code? Just let me know if you need that line permitted by us, in which case it will have to be 6-inch. Barry Love Environmental Specialist Water Quality Regional Operations Section Division of Water Resources North Carolina Department of Environmental Quality 704 663 1699 office 704 235 2143 direct barry.love a(�ncdenr.gov 610 East Center Avenue Suite 301 Mooresville, NC 28115 1 NORTH CAROLINA Department of the Secretary of State To all whom these presents shall come, Greetings: I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify the following and hereto attached to be a true copy of APPLICATION FOR CERTIFICATE OF AUTHORITY OF PALISADES RESIDENCES, LLC the original of which was fled in this office on the 30th day of November, 2017. Scan to verify online. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Raleigh, this 30th day of November, 2017. Xioott-J- I"aolaie Certification# C201731932625-1 Reference# C201731932625-1 Page: 1 of 4 Verify this certificate online at http:l/www.sosnc.gov/verification Secretary of State SOSID: 1640889 Date Filed: 11/30/2017 12:50:00 PM Elaine F. MarshaIl North Carolina Secretary of State C2017 319 32625 State of North Carolina Department of the Secretary of State APPLICATION FOR CERTIFICATE OF AUTHORITY FOR LIMITED LIABILITY COMPANY Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited Iiability company hereby applies for a Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following: I. The name of the limited liability company is Palisades Residences, LLC and lithe limited liability company name is unavailable for use in the State ofNorth Carolina, the name the limited tiabilitycompany wishes to use is - 2. The state or country under whose laws the limited liability company was formed is .-D_el _._,aware -,_,.., , 3. Principal (Alice information: (Select either a orb.) a. © The limited liability company has a principal office. The principal office telephone number: 205-484^2843 The street address and county of the principal office of the limited liability company is: Number and Street: 2204 Lakeshore Drive, Suite 450 City: Birmingham state: AL Zip code: 35209 County: Jefferson The mailing address, if drfferenefron, the street address, of the principal office of the corporation is: Number and Street: City: , State:____. Zip Codc:..._......__ County: b. ❑ The limited liability company does not have a principal office. 4. The name of the registered agent In the State ofNorth Carolina is: Paracorp Incorporated . 5. The street address and county of the registered agent's office in the State of North Carolina is: Number and Street 176 Mine Lake Ct. #100 . ity: Raleigh State: NC Zip Code: 27615 County: Wake 6. The North Carolina mailing address, If different from the street address, of the registered agent's office in the State of North Carolina Is: Number and Street _. . City:_ City:. State: NC Zip Code:_ .. _ County: ,— BUSINESS REOISTRATION DIVISION (Revised July 2017) P.O. BOX 29622 RALEIGH, NC 27626-0622 (Form L-09) Certification# C201731932625-1 Reference# C201731932625- Page: 2 of 4 APPLICATION FOR CERTIFICATE OF AUTHORITY Page 2 7. The names, titles, and usual business addresses ofthe current company officials of the limited liability company are: (use attachment if necessary) (This document must be signed by a person listed in item 7) Many and Tide Business Address Palisades Investment Partners, LLC 2204 Lakeshore Drive, Suite 450 Manager Birmingham, AL 35209 B. Attached Is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official having custody of limited liability company records In the state or country of formation. The ertifleite ofEttatei a nraetbe Ilea this alit nrantpa old, A nhctaconv oft he cerlifkallon cannot be:eeeoted, 9. lithe limited liability company is required to use a fictitious name in order to transact business in this State, et copy of the resolution °fits managers adopting the fictitious name is attached. UI. (Optional): Please provide a business e-mail address: Privacy Redaction . The Secretary ofState's Office will e-mail the business automat -many as me actress praviaen to ve at no cost when a document Is filed. The e•rgsilgyavlded will not be viewgble on the white. For more information on why this service Is offered, please see the instructions for this document. 11. This application will be effective upon filing, unless a delayed date and/or time is specified: This the 1% day of November 17 .�. Y Palisades Residences, LLC Name of Limited Liability Company By: Palisades tnvaatmentPattnr (e, I C. Its.Manager By. UV Pao l a' LC, Notes: 1. Filing fee is 3250. This document must be filed with the Secretary of State. BUSINESS REGISTRATION DIVISION (RevlsedJirly 2017) P.O. BOX 29622 RALEIGH, NC 27626-0622 (Form L-09) Certifecation# C201731932625-1 Reference# C201731932625- Page: 3, of 4 Delaware The First State Page 1 I, JEFFRJY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, Do HEREBY CERTIFY "PALISADES RESIDENCES, LW" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS Thre RECORDS OF THIS °n um SHOW, AS OF THE FOURTEENTH LIAY OF NOVEMD R, A.D. 2017. 6610112 8300 SR# 20177056899 You may verify this certificate online at corp,aelaware.$cv/authver,shtmi Authentication: 203564385 Date:11-14.17 Certification# C201731932625-1 Reference# C201731932625- Page: 4 of 4 NorthCarolina Secretary of State Search Results Page 1 of 1 Limited Liability Company Legal Name Palisades Residences, LLC Information Sosld Status Annual Report Status Citizenship Date Formed 1640889 Current -Active Current Foreign 11/16/2017 FiscaL Month: State of Incorporation Registered Agent January DE Paracorp Incorporated Addresses Reg Office Reg Mailing Principal Office 176 Mine Lake Ct #100 176 Mine Lake Ct #100 2204 Lakeshore Drive, Suite 450 Raleigh, NC 27615 Raleigh, NC 27615 Birmingham, AL 35209 Mailing 2204 Lakeshore Drive, Suite 450p Birmingham, AL 35209 Company Officials All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. https://www.sosnc.gov/online_services/searchLBusiness_Registration_Results 12/7/2017 ~� . 35S5Keith Street NVV Suite 189 Cleveland, TN37312 (423)790'5888 ^� DATE: 12/04/17 TO: Mooresville Regional Office Water Quality Section FROM: Josh Hutcheson RE: Private Sewer System Application — Palisades Apartments Please find enclosed the following items for the privateoevveroystonnapp|icationpmcka8eforthe proposed Palisades Apartments located at 15952 Grand Palisades Parkway in Charlotte, Mecklenburg County. This will bealow flow gravity sewer system serving 374apartment units with 443total bedrooms, a2,756sfamenity center, a2I4'pe,sompool, aleasing office with Bemployees, acarwash, and Zdog wash stations. The following items have been included in this submittal package (two of each — one original and one copy): * FTAO4'l6Application ° Proof ofNorth Carolina Registration * Developer's Operational Agreement * Flow Acceptance Letter from Charlotte Water * 8.5°x11"TnpnMap m 8.S"xll"Aerial Map * Application Fee Check #11386/$48U\ Please let us know if you have any questions or need additional documents in order to process your review. 3555aErn|��Suoz )ov (Lcv2L*mc\TmJ73cz TsL1Z17vo! Central Files: APS SWP 12/8/2017 Permit Number W00039674 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 40,508 Facility Version Permit Classification 1.00 Individual Permit Contact Affiliation Facility Name Palisades Apartments Location Address Owner MajorlMinor Region Minor Mooresville County Mecklenburg Facility Contact Affiliation Owner Name Palisades Residences LLC Dates/Events Owner Type Non -Government Owner Affiliation Robb Crompton 2240 Lakeshore Dr Mountain Brk AL 35209 Orig issue App Received 12/8/2017 1216/2017 Draft initiated Scheduled Issuance Public Notice Issue Effective 12/8/2017 12/8/2017 Regulated Activities Requested /Received Events Apartment complex Wastewater collection Outfall Additional information requested Additional information received Expiration Waterbody Name Streamindex Number Current Class Subbasin FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: Palisades Residences, LLC PERMIT off: WQ0039674 PROJECT; Palisades Apartments ISSUE DATE: December 8, 2017 This project shall not he 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 flaw made tributary to the wastewater collection system extension prior to completiori 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 Anal Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted. PERMITTEE'S CERTIFICATION 1, 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 ": n or portions thereof, Printed Name, T e mom; CA rM t t,r! , as a dui registered Prt fessionai En sneer In the State of North Carolina, having be n authorized td observe (periodically, weekly, 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): yGwiterx Ammo. Suit