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HomeMy WebLinkAboutWQ0031095_Regional Office Historical File Pre 2018b Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources December 14, 2006 • Mr. John Brunner, Land Development Manager Portrait Homes — Villages at Back Creek LLC 9111-100 Monroe Road Charlotte, NC 28270 Subject: Alan W. Klimek, P.E. Director Division of Water Quality Permit No. WQ0031095 Villages at Back Creek Phase Two Portrait Homes- Villages at Back Creek LLC Wastewater Collection System Extension C-MU TRACKING #600-06-541 Mecklenburg County, North Carolina Dear Mr: Brunner, In accordance with your application received on November 7, 2006, we are forwarding herewith Permit No. WQ0031095, dated December 14, 2006, to Portrait Homes- Villages at Back Creek LLC for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to Permit Condition 3 which requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system permit issued to the Permittee. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A 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. Mooresville Regional office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040 Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748 An Equal opportunity/Affirmative Action Employer-50% Recycledll0% Post Consumer Paper NoithCarolina Vrrtura/lj r t - Mr. Brunner Page 2 December 14, 2006 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 Portrait Homes -Villages at Back Creek LLC for the construction and operation of approximately 3,210 linear feet of 8-inch gravity sewer and the discharge of 37,240 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the application received November 7, 2006, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. The sewage and wastewater collected by this system shall be treated in the Charlotte Mecklenburg Utilities WWTP (Mallard Creek NPDES No. NC0030210) prior to being discharged into the receiving stream. The Operational Agreement between the Permittee and the Environmental Management Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance with the terms and conditions of this permit. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Dee Browder at (704) 663-1699. for Alan W. Klimek, P. cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA) Steve Miller, CMU Philip Edward, Mecklenburg County Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0030210) Wesley Sherifl, Site Solutions Surface Water Protection Central Files Tom Asenzo, PERCS NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically mentioned herein. 2. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T .0403: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 .0200. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan shall be developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week. e. High -priority sewer lines shall be inspected at least once per every six-month period of time. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Inspection and maintenance. records shall be maintained for a period of at least three years. h. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C. 1 4. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. 5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. 6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where, the form is fully executed and the supporting documents are provided as applicable. 7. •A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. 8. 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. 9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as• the construction of additional or replacement facilities. 10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500. 11. Noncompliance Notification: The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville Regional Office, telephone number (704) 663-1699, as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence or first knowledge of the occurrence of either of the following: , a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate wastewater 'transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. 2 Voice mail messages or faxed information is permissible, but shall not be considered as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall file a spill report by completing Part l of Form CS-SSO (or the most current Division approved form), within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control. Permit issued this the 14th day of December, 2006. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0031095 3 • Fast Track Engineering Certification Permit No. WQ0031095 December 14, 2006 John Brunner Portrait Homes -Villages at Back Creek LLC 9111-100 Monroe Road Charlotte, NC 28270 Complete and submit this form to the permit issuing regional office with the following: • One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension • Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes -to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design criteria. This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION 111 Partial ❑ Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Villages at Back Creek Phase Two, a Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials. North Carolina Professional Engineer's seal, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. STATE OF NORTH CAROLINA COUNTY OF Permit No. (. , C 310g5 DEVELOPER'S OPERATIONAL AGREEMENT GREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 11 day of ,j.�( aaOC , by and between the North Carolina Environmental Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and Portrait Homes-Viell a�ek ash.T.we--c�orrporationlgeneral 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 The Villages at Back Creek Phase Two (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 DecIaration), 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 Villages at Back Creek HOA (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 Quality 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. • CND T ir. rtint u rn /na n , ,o 1 „4') to 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. 5. 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 andmaintenance 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 DEVELOPER 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. S. 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. The agreements set forth in numbered paragraphs I, 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 M Alan W. Klimek, P.E.; Director Division of eater Quality ., (Date) t r n 11 A• I-V A /' fi'Y /fl l (Signature Print Name and Title (Date) 1 .61‹ APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Owner: la. Portrait Homes -Villages at Back Creek LLC Full Legal Name (company, municipality, HOA, utility, etc.) Z Q 'ib. John Brunner, Land Development Manager , Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) rlc, The legal entity who will own this system is: Individual El Federal ❑ Municipality 0 State/County 0 Private Partnership Corporation 0 Other (specify Q 1d. 9111-100 Monroe Road le. Charlotte Application Number: (to be completed by DWQ U- Mailing Address City North Carolina State lh. 704-849-2221 Telephone Project (Facility) Information: pages at Back Creek Phase Two i. 704-849-2225 Facsimile f Project Name (permit will refer to this n .................................... .. Contact Person: Phillip E. Hobbs, ASLA e jig. 28270 Zip Code 1j, j©hn.brunner@pasquinelli.com E-mail 2b. Mecklenburg County Where Project is Located Name and Affiliation of Someone Who Can Answer Questions About this Application 3b, 704-521-9880 Phone Number phitlip@sitesolutionspa.com E-mail Project is New ❑ Modification (of an existing permit) If Modification, Permit No.: For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only include the modified information in this permit application - do not duplicate project information in B(7) and B(19-11) that has already been included in the original permit. 2. Owner is ❑ Public (skip to Item 8(3)) Private (go to ltem 2(a)) 2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choo Retaining Ownership (i.e. store, church, single office, etc.) o ' 0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) O Selling units (lots, townhomes, etc. - go to Item B(2b)) Charlotte -Mecklenburg Utilities e one) © Public Utility (Instruction III) Homeowner Assoc./Developer (Instruction 1V) Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project Mallard Creek Wastewater Treatment Plant O Name of WWTF U. 5a. Charlotte -Mecklenburg 5b, 8"Gravity Z Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main 6. The origin of this wastewater is (check all that apply): Residential Subdivision ❑ Apartments/Condominiums © Mobile Home Park ❑ School Restaurant Office 0 Car Wash 0 Institution ❑ Hospital Church O Nursing Home 0 Other (specify): 4b. NC0030210 WWTF Permit No. c Permit Number of Downstream sewer (if known) 100 % Domestic/Commercial % Industrial °/© Other (specify): Volume of wastewater to be allocated for this particular project: 37,240 gallons per day 'Do not include previously permitted allocations If the permitted flow is zero, indicate why: 0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line 0 Flow has already been allocated in Permit No. 0 Rehabilitation or replacement of existing sewer with no new flow expected ETA 02/03 - Rev. 3 04/05 CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4 B. PERMIT INFORMATION (CONTINUED) 1 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H .0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2H .0219(1)(3). 196 residential units X 190 gpd/unit = 37,240 gallons per day 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) Gravity or Force Main (use the pull down menu) S" 3210 Gravity ENTER TOTAL LINE LENGTH IN MILES 0.61 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Location ID (self chosen - as shown on plans for cross-reference) Design Flow (MGD) Operational Point GPM @ TDH Power Reliability Option (1- dual line feed; 2- permanent generator w/ATS; 3- portable generator wltelemetry; 4-wet well storage) 12. Does the sewer system comply Mains (latest version), the with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable? reference the pertinent minimum design criteria or regulation and indicate why a is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS TO THE VARIANCE WITH YOUR APPLICATION l/ Yes ❑ No 1f no, please variance PERTINENT 13. Have the following permits/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? Sedimentation and Erosion Control Plan? Stormwater? ❑ N/A ■ Yes ►i No ►i Yes ❑ No ■ N/A ►1 Yes ❑ No ■ N/A 14. Does this project involve aerial lines or siphons? Check if yes: 0 No Tb_e e line_s will be_c idere_d.hiaJi Drioritv_and mtts! •e checked once eo�sr Jx_menths 15. Does this project have gravity sewer lines designed at minimum Be aware that the Division will not accept installed lines more than 10% flatter than corrected prior to submitting the final engineering certification.. slopes? • installed outside this tolerance should be the minimum slope. Lines FTA 02/03 - Rev. 3 04/05 RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5 C. STREAM CLASSIFICATION 7 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality regional office (see instructions for addresses) OR indicate the following: ►l A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody; AND, 11 A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability option for any pump station near a Class C down slope waterbody. Location ID on Map (self chosen - as shown on map for cross-reference) Name of Waterbody County River Basin Waterbody Stream Index Waterbody Classification Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI regardless of whether a classification is provided! D. CERTIFICATIONS 1. Applicant's Certification: 1, John Brunner attest that this application for The Villages at Back Creek Phase Two has been reviewed by me and is not completed package 215.6A application pe i accurate and complete to the best of my knowledge. 1 understand that if all required parts of this application are and that if all required supporting documentation and attachments are not included, this application is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143- and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil _ $2 ,000 per violation. 1a. IRA'b Signing fficial S nature Date 2. Professi nal Engineer's Certification: 1 attest that this application for The Villages at Back Creek Phase Two has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package may have been developed by other professionals, 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 NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. 2a. Wesley E. Sherrill Professional Engineer Name +`'�•.■*���•������.' ��0o s CAQoZ\ b. Site Solutions F -i •'• Engineering Firm . , . 2c. 2320 West Morehead Street = o " • Mailing Address I5471 e A::. 1: C 2d. Charlotte e. NC 12f. 28208 • tCd, •..,`GIN-4.•• mow. City State Zip '•'•�FY SNP•.•� ••+•��`••"""r 2 704-521-9880 g. h. 704-521-8955 i. Wesle y@sitesolutionspa.com {... Oso Telephone Facsimile E-mail Seal, Signature & Date FTA 02/03 - Rev. 3 04/05 Page 1 of 1 Elaine F. 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NC 27626-0622 (9 7-2000 Date: 12/13/2006 Click here to: View Document Filings ( iQ Print apre-,populated Annual Report Form l Annual Re an Annual Report l Corporation Names Count f F Name Name Type NC Portrait Homes Villages Legal at Back. Creek LLC Limited Liability Company lnfoormafion SOSID: Status: Date Formed: Citizenship: State of inc.: Duration: Registered Agent 0822254 Current -Active 1f1112006 Foreign IL Perpetual Agent Name: Registered Office Address: Registered Mailing Address: Principal Office Address: Principal Mailing Address: h Carolina Secretary of State's we CT Corporation System 225 Hillsborough Street Raleigh NC 27603 225 Hillsborough Street Raleigh NC 27603 6880 North Frontage Road, Suite 100 Burr Ridge IL 60527 6880 North Frontage Road, Suite 100 Burr Ridge IL 60527 send e-mail to Webmaster. htttp://www.secret.s e.nc.us/Corp©rations/Corp.aspx?1'itenild=789 940 12/13/2006 Permit Number WQ0031095 Central Files: APS SWP • 12/13/06 Permit Tracking Slip Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions - Primary Reviewer dee.browder Permitted Flow 37240 Facility Fast Track Status In review Version A Project Type New Project Permit Classification Individual Permit Contact Affiliation Facility Name Villages at Back Creek Phase Two Location Address Owner Major/Minor Minor Region Mooresville County Mecklenburg Facility Contact Affiliation Owner Name Portrait Homes Construction Company Dates/Events Owner Type Non -Government Owner Affiliation Thomas Shoemaker 9105 Monroe. Rd Ste 120 Charlotte NC 28270 Orig Issue 12/14/06 App Received Draft Initiated 11/03/06 Regulated Activities Scheduled Issuance Public Notice Issue 12/14/06 Effective 12/14/06 ReauestedlReceived Events Expiration Subdivision Wastewater collection Outfall NULL Additional information requested Additional information received Waterbody Name Stream Index Number Current Class Subbasin CHARLOTTE. CHARLOTTE-MECKLENBURG UTILITIES June 9, 2006 Mr. Phillip Hobbs Site Solutions 2320 West Morehead Street Charlotte, NC 28208 SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE VILLAGES AT BACK CREEK, PHASE II PORTION OF TAX PARCEL #051-122-05 C-MU TRACKING# 600-06-541 Dear Mr. Hobbs: In response to your request, a flow acceptance study of the subject site has been completed and it has been determined that the discharge from this project does not transmit through an area of SSO concern by the NCDENR, Division of Water Quality. Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte - Mecklenburg Utilities agrees to accept the sewage flow of 37,240 gallons per day (196 residential units x 190 gpd/unit) from this project for transmission to the Mallard Creek Wastewater Treatment Plant; NPDES permit number NC0030210, for treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned treatments works; which is contingent upon final acceptance and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might have control. Upon completion and acceptance of all necessary water mains, Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010) on file with the Public Water Supply Section of NCDENR. However, C-MU cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of Environment, Health, and Natural Resources. Charlotte -Mecklenburg Utilities does not expect any of the above conditions 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 C-MU system is accepted on a first come, first served basis. If you have any questions, please contact me at (704) 391-5107 Sincerely, CHARLOTTE-MECKLENBURG UTILITIES Barbara Gross EngineeringlAssistanf CHARLOTTE-MECKLENBURG UTILITIES Customer Service Division • New Services Section __ 1 www.cmutilities.com 5100 Brookshire Boulevard Charlotte, NC 28216 Ph: 704/399-2221 Fax: 704/393-2219 SO° 44` 0" W 80°43"00" W WGS84 80°42'00" W lages at Back Creek -Phase 2 Portrait Homes USGS Location Map Charlotte, North Carolina Paged k 22898 Drawl Ir. P44G Date 814.06 Scale NTS Sheet Number. Exhibit-2 4 1 • J - l' 1 4. • 80°4 0" W WGS84 8O°42'OO" W Villages at Back Creek -Phase 2 Portrait Homes USGS Location Map Charlotte, North Carolina ?re xt Me 22191 Drewe er uatc 8.24.06 Solt Pill Int ttembtr Exhibit-2 Jeri. 01->ttMh , Letter of Transmit tAti2 'MURAL RESOURCES � NIOORESV;IE CU ANAL OFFICE -TO NCDEHR-Division of Water Quality 610 E. Center Avenue, Suite 301 Mooresville, NC 28115 NOV 0 3 200( 704-663-1699 DATE 11.02.06 Joe NO. 2289.E • jATER Q f 1 1TY j ATTENTION RE: Villages at Back Creek Phase Two WE ARE SENDING YOU: ❑ Shop drawings ❑ Copy of letter r 3ECT1Og ❑ Atladied ❑ Under separate cover via Fed Ex ❑ Prints ❑ Plans ❑ Change order ['Samples El Specifications SITE 1 SOLUTIONS 2 3 2 0 W. Morehead Street Charlotte, NC 28208 Landscape Architecrure Site Planning Civil Engineering www.siresoluuonspa.com P 704.521.9B80 F 704.521.8955 www.sitesolutionspa.com COPIES DATE NO. DESCRIPTION 3 fast track application (1 original, 2 copies) 1 10/31 /2006 check $400 application fee 3 operational agreements (1 orignal, 2 copies) 1 6/9/2006 flow acceptance letter from CMU 1 7.5 minute USG5 Topo Map THESE ARE TRANSMITTED as checked below: 0 For approval ❑ Approved as submitted ❑ Resubmit ❑ For your use ❑ As requested ❑ For review and comment REMARKS ❑ Approved as noted ❑ Submit ❑ Retuned for corrections ❑ Return COPY TO SIGNED: Phillip Hobbs Fast Track Engine ring Certification Permit No, WQ0031095 December 14, 2006 John Brunner Portrait Homes -Villages at Back Creek LLC 9111-100 Monroe Road Charlotte, NC 28270 Complete and submit this form to the permit issuing regional office with the following: One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes to the project should be clearly identified on the record drawings or in written summary form, Permit modifications are required for any changes resultin rn non-com 'lance with this perrntt regulations or minimum design criteria. This project shall not he considered complete nor allowed to operate wall this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION Partial LI Final 5karf; , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (j periodically, El weekly, D full time) the construction of Villages at Back Creek Phase Two, a Mecklenburg County project for the Perrnittee, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting materials. North Carolina Professional Engineer's seal, signature, and date: CA • s A 1547) G r4 E 5 SEND THIS FORM & SUPPORTING bOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 2P' The Permittee is responsible for tracking all partial certifications up until a final certification is wastewater flow made tributary to the wastewater collection system extension prior to comp Engineer's Certification shall be considered a violation of the permit and shall subject the P enforcement actions, Letter of Transmit TO Mooresville Regional Office Surface Water Protection 610 East Center Avenue, Suite 301 Mooresville, NC 28115 704-663-1699 DATE ATTENl ON 1.16.©8 Dee Browder Villages at Back Creek Permit No. WQ 0031095 Request for final approval to operate WE ARE SENDING Y'U: ❑Sh¢ata drawings [Davy of letter D Prints DATE 1,16.08 1 1.16,08 2289.2 ri u ©Plans JISamples OSpeclfications NO, D L 4.1, L 4.2, L 4.3, L 4.4 utility asvbuilts Fast Track Engineering Certification copy of permit letter dated December 14, 2006 for your referrace THESE ARE TRANSMITTED as ['For approval Dr your uue ❑As requested OForrefiew' and comment REMARKS COPY TO Fed Ex DAPprtrved as uOte0 ❑ Resubmit OsutymR LIReturned for can rr ions ❑Return SIGNED 0 2 3 2 0 W. Morehead Street. Charlotte, NC 28208 Lantcape Archlsecture Sire Pixinlrlg Civil Enemwe. ing; wf',r w,seesaeut irare,pa.0 rn P 704,521,9880 F 704.521.8955 www sitesojutiensaa com Phil Hobbs