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WQ0009005_Modification_20210325
t Franklin Louie Justus 47 White Oak Drive P.O. Box 2511 Candler, NC 28715 March 15,2021 Mr. Tim Helm Water Resources — Water Quality Regional Operations NC DEQ 2090 U.S. 70 Highway Swannanoa, NC 28778-8211 Re: Partial conveyance of facllltles under Permit W00009005 Mr. Heim: On March 22, 1994, the North Carolina Environmental Management Commission Department of Water Quality issued Permit WQ0009005 for construction and operation of approximately 255 linear feet of 6- inch gravity sewer and approximately 81 linear feet of 8-inch gravity sewer to convey up to 500 gallons per day (GPD) of collected domestic wastewater to Into the Metropolitan Sewerage District of Buncombe County's (MSD) existing sewerage system. On March 5, 2020, ownership of the portion of those facilities described in the permit as approximately "81 linear feet of 8-inch gravity sewer" was conveyed to the MSD. This correspondence Is being submitted in accordance with provision 5 of the permit for transfer of ownership as confirmed via email correspondence from Christyn Fertenbaugh, PE on Sunday February 28, 2020 at 9:36 PM EST, to request a modification to the permit to remove the portion of the facilities that were conveyed to MSD. The remaining facilities described at 255 linear feet of 6-inch gravity sewer which Includes taps for up to 5 business tenants at a total discharge volume of 500 GPD is to retain coverage under permit W00009005. Attached to this letter are the completed Form FTA 04-16, a copy of the ownership conveyance from F. Louie Justus to MSD as registered at the Buncombe County Courthouse, a copy of permit W00009005, a site map, and the applicable permit modification fee of $480 payable to North Carolina Department of Environmental Quality (NCDEQ). If you have any further questions on this application, I can be reached at 828.231-8341 or jliustus(olamail.corq. Respectfully, F. Louie Justus Owner Enclosures (5) MAR 17 2021 Water Quality Regional Operations Asheville Regional Office Division of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FM 04-16 & SUPPORTING DOCUMENTATION Application Number: (to be completed by DWR) AS Items must he comoleted or the amliratlon wilthe romped I. APPLICANT INFORMATION: 1. Applicants name: F. Louie Justus (company, municipality, HOA, utility, etc.) 2. Applicant type: Individual Corporation General Partnership Privately -Owned Public Utility Federal State/Comity Municipal Other 3. Signature authority's name: F. Louie Imams per 15A NCAC 07T .0106(b) Title: Own 4. Applicant's mailing address: P O. Box 7511 City: Candler State: North Carolina Zip: 211T15- 5. Applicant's contact information:. Phone number: M23) 231.3431 Email Address: tll'a w 1 om H. PROJECT INFORMATION: 1. Project name: Partial Conveyance of Fyistina Fariljprs 2. Application/Project status: Proposed (New Permit) Existing Permit/Project If a modification, provide the exlsdng permit number. W00009005 and issued date: March 22. 1994 If new construction but part of a master plan, provide the existing permit number: WOOD_ 3. County where project is located: Buncombe 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3X139"° Longitude: 412 41'S"° 5. Parcel ID (if applicable). (or Parcel ID to closest downstream sewer) Ili. CONSULTANT INFORMATION: 1. Professional Engineer: License Number: Firm: Mailing address: City: _ State: _ Zip' r_ Phone number: (J _ _ Email Address. IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Owner Name: _ IC 'V MAR 17 2021 Permit Number:_ Nater Quality Regional Operations Asheville Regional Office V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: _ inch System Wide Collection System Permit Numbed's) (if apolicablel: WQCS_ Owner Name(s): Metropolitan Sewerage District of Eunrombe Coggpl FORM: ETA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. H the Applicant is a Privately -Owned Public Utility, has a Cert ficate of Public Convenience and Necessity been attached? Yes No N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached? Yes No N/A 3. if the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA,) been attached? Yes No N/A 4. Origin of wastewater: (check all that apply): Residential Owned Residential Leased School / preschool / day care Food and drink facilities Businesses / offices / factories Retail (stores, centers, malls) Retail with food preparation/service Medical / dental / veterinary facilities Church Nursing Home 5. Nature of wastewater : MI% Domestic/Commercial ____% Commercial % Industrial (See 15A NCAC 02T .0103(20)) 1-+Is there a Pretreatment Program in effect? Yes 6. Has a flow reduction been approved under 15A NCAC 02T 0114(fl? Yes No a Jf vespmvide a rnpv of flow reduction approval latter 7. Summarize wastewater generated by project: Car Wash Hotel and/or Motels Swimming Pool /Clubhouse Swimming Pool/Filter Backwash Other (Explain in Attachment) No Establishment Type (see 02T.0114f0) Daily Design Flow '.b No. of Units Flow Commercial Property servicing up to 5 businesses, 100 gal/day 5 500 GPD SAY GPD gal/ GPD Kali GPD gall GPD gal/ GPD Total GPD a See 15A NCAC 02T 0114(b) (d). (e)(1) and (elf 2) for caveats to wastewater design flow rates i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property Located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T,01141 shall be detemdned using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: _ GPD (per 15A NCAC 02T .0114) Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line Flow has already been allocated in Permit Number: Rehabilitation or replacement of existing sewer with no new flow expected Other (Explain) FORM: PTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T 0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 6 255 PVC a Section II & III of the MDC for Permitting of Gravity Sewers contains information vela ed to design criteria > Section ID contains information related to minimum slopes for gravity sewer(s) a Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Appl[rahle)— 02T .0305 Sr MDC (Pump Stations/Forre Mains): 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 pump(s): gallons per minute at _ feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Materiel 6. Power reliability in accordance with 15A NCAC 02T 0305(h)(1): Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .030501)(1)(BX • Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day a Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03050)(1)(C): • It shag be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. a 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 timeframes, shall he provided in the case of a multiple station power outage. FORM: PTA 04-16 Page 3 of 5 DC. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 1SA NCAC 02T .0305(11 & (g) a 15A NCAC 02T.0305(fl contains minimum se adorn that shall be provided for sewer vstems. Yes No Setback Parameter Separation Required Storm sewers and other utilities not listed below (vertical) 24 inches Water mains (vertical -water over sewer including in benched trenches) 18 inches Water mains (horizontal) 10 feet Reclaimed water lines (vertical -reclaimed over sewer) 18 Itches Reclaimed water lines (horizontal - reclaimed over sewer) 2 feet **Any private or public water supply source, includng any wells, WS-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet **Waters clactified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide elevation) and wetlands (see item IX.21 50 feet "My other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Anv building foundation 5 feet Anv basement 10 feet Too slope of embanlunent or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Anv swimming pools 10 feet Final earth grade (vertical) 36 inches • 15A NCAC 07T.0305(0 contains alternatives where separations in 02T.0305(fl cannot be achieved. > **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage >. If noncompliance with 02T.0305(f) or (g) see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes No N/A > See the Division's draft separation requirements for situations where separation cannot be meet > No variance is required if the alternative design criteria specified is utilized in design and consmctlon > As built documents should reference the location of areas effected 3. Does the project comply with setbacics found in the river basin rules per 15A NCAC 02B 02002 Yes No N/A > This would include Trout Buffered Streams per 15A NCAC 213.0202 4. Does the project require coverage/authorization under a 404 Nationwide or individual permits or 401 Water Quality Certifications? a Information can be obtained from the 401 & Buffer Permitting Branch Yes No 5. Does project comply with 15A NCAC 02T.0105fr)f6) (additional permits/certifications)? Yes No Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and sedimentation control plans, stomiwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed 'Ugh -priority?" Per 15A NCAC 07T 0407 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that Is subject w erosion that undermines or deteriorates the sewer. Yes No N/A a If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). High priority lines shall be inspected by the permlttee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the petmitees individual System -Wide Collection permit FORM: ETA 04-16 Page 4 of 5 X. CERTIFICATIONS: 1. Does the submitted system comply with y5A NCAC 02T the 4ini®um Design Criteria for the Permitting of Pump Stationa and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable? Yes No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. Approval of the realest is rrqulredprior to submittal of the Fast Trails Anoiiratlon and sypponingdnntments 2. Professional Engineer% Certification: I, attest that this application for (Professional Engineer's name from Application Item m.1.) has been reviewed by me and Is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum imum 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 be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification In any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, and date: 3. Applicant's Certification per 15A NCAC 02T .0106(b): r z r4l:ill STS /©UJ.N ' (Signature Authority's name & title from Application Item 1.3.) attest that this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being retuned as incomplete. I understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-21 s 6B any person who knowingly makes any false statement, representation, or certification application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as w as a ' nalties up to $25,000 per violation. Signature: Dam: 3 // 5/2021 FORM: ETA 04-16 Page 5 of 5 Page 1 of 5 11111111111111111011101111111 Doc ID: 066660090W6 TVo : CRC Recorded: 03H5/20220 et 2:0B:22 OP, FeMorkflow0206W0001202 a00Burcombo RD Draw ReIrl Brel Boomer r Deedo o 5877 Ra12701274 CONVEYANCE OE SEWER SYSTEM FROM F. LOUIE JUSTUS TO MSD Grantor: Grantee: RETURN TO: Ries L1 Bonk. 5377 Page. 1270 Dave 1 F. Louie Justus Metropolitan Sewerage District of Btmeombe County Metropolitan Sewerage District of Buncombe County Attn: Planning and Development Manager 2028 Riverside Drive Asheville. NC 28804 Book: 5877 Page: 1270 Seq: 1 41 Pape 2 0l9 Prepared By and Return to: Metropolitan Sewerage District of Buncombe County Attn: Planning and Development Manager 2028 Riverside Drive Asheville, NC 28804 STATE OF NORTH CAROLINA CONVEYANCE OF SEWER SYSTEM FROM F. LOUIE JUSTUS TO MSD COUNTY OF BUNCOMBE THIS CONVEYANCE OF SEWER SYSTEM made this the EI day of March 2020, from P. Louie Justus hereinatter referred to as the Grantor, to the METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NORTH CAROLINA (MSD), a public body and body politie and corporate, created and established by the Nonh Carolina State Stream Sanitation Contmiuee by Resolution adopu d on January 19. (962, under the provisions of the North Carolina Metropolitan Sewerage Districts Act. now codified as Chapter Ib2A, Article 5, of the General Statutes of Nonh Carolina, hereinater rekned to as Grantee Ithe designations Grantor and Grantee as used herein shall include said parties. their heirs, successors and assigns and shall include singular. plural, masculine, feminine and neuter as required by context). WITNESSETH: THAT WHEREAS, the Grantor has developed property known located at 1529 Smoker Park Hwy Asheville Nonh Carolina as shown on a plat recorded in Plat Book Itf31_ as Page 652 Buncombe County Registry, and operates a business an said property. WHEREAS. the Grantor installed sewer lines and sever related improvements (hereinafter Sewer Lines end Sewer Related Improvements) according to plans and specifications prepared by McGill ASSOCIATES, PA.. Gary D. Davis. P.E. N.C. License NO. 12296. an engineer licensed in the State of North Carolina; WHEREAS, Grantor obtained a permit to construct and install the sewer line and sewer related improvements from the Metmpoliunt Sewerage District of Buncombe Cowry, Nonh Carolina, to wit, Permit Number WQ0009005 Issued March 22, 1994; and WHEREAS, Gary D. Davis. PR McGill ASSOCIATES certified by letter dated October 27.1994 that the sewer lines and sewer related improvements were constructed and installed as designed; and WHEREAS. the Sewer Lines and Sewer Related Improvements constructed by the Grantor are shown on as -built drawings prepared by _McGill ASSOCIATES. PA., Gary D. Davis. P.E. N.C. License NO. 12296 entitled ES IVER LJVE TO.SERVE .JIISTUS' PROPERTY dated 2/IP'94 reference to which drawings is made for a complete description of the Sewer Lines and Sewer Related Improvements: WHEREAS, it is the intent of the Grantor to convey to MSD approximately RI linear feet of S.mch gravity sewer fine encased in steel under US 19-23 and a connected manhole adjacent to the 1520 Smokey Park Highway property- (hereinafter the "Sewer Lines and Sewer Related Improvements to he Conveyed"). This line Is connected to an existing MSD manhole on the South side of ❑S 19-23. WHEREAS, (irantor obtained an encroachment permit from the North Carolina Department of Transportation TO install and construct the sewer line within the right of way of US Highway 19-23. Book 5877 Page. 1270 Pagel cos Book: 5877 Page: 1270 Seq; 2 Page 3 of 5 WHEREAS, the Grantor retains the Sewer Lines and Sewer Related Improvements shown on the same as buih drawings to continue business operations on the 1520 Smokey Park Hwy.: and defined In the F. Louie Justus WASTEWATER COLLECTION PERMIT as approximately 255 linear feet of 6 inch gravity sewer (with 5 collection taps) to serve the Justus Property, and die discharge of 500 GPD of collected domestic wastewater into the Metropolitan Sewerage District of Buncombe County's existing sewerage system. WHEREAS, the Grantee now desires to procure from the Grantor and the Grantee is willing m accept the Sewer Lines and Sewer Related Improvements to be Conveyed, including any and all liabilities associattxl with the Sewer lines and Sewer Related Improvements to be conveyed occurring prior to, during. and following the transfer of said property, becoming elTective upon the time of transfer of the Sewer Lines and Sewer Related hnpmvemcnts to the Grantee. To the extent permitted by law, the Grantee, its successors, assigns. and any representatives agree to indemnify the Grantor from and against any and all liabilities related to the Sewer Lines and Sewer Related Improvements to be Conveyed. To the extent pemiined by law. this indemnification shall extend beyond the Grantor and include its successors and assigns_ NOW, THEREFORE., the Grantee, for and in consideration of the sum of EIGHTEEN THOUSAND DOLLARS (S18,000.00), and other good and valuable consideration, the receipt and adequacy of which is hereby acknmvledged, has given, granted and conveyed, and by these presents does give, grant and convey tram the Grantee, its successors and assigns. the Sewer lines and Sewer Related Improvements. said Sewer Lines and Setter Related Improvements consisting of approximately 81 linear feet of 8 inch gravity sewer line encased in steel under CS Highway 19.23, being a portion of the Sewer Lines and Sewer Related Improvements shown on the as -built drawings prepared by Gary Davis dated 2(10/94, together with the full right of reasonable access to the Sewer Lines and Sewer Related Improvements in order to pmperly operate and maintain the Sewer Lines and Sewer Related Improvements and to repair and replace the Sewer Lines and Sewer Related Improvements as necessary. IT IS UNDERSTOOD DY AND BETWEEN THE GRANTOR AND THE GRANTEE: L That the Grantee shall have the right. but not the obligation, to keep the properly clear at all times, and the right. but not the obligation, to go upon the property for the purpose of clearing the same and removing therefrom all brush, tees and otter obstructions of any kind. 2. That the Grantor shall at all times, other than while the Sewer Lines and Sewer Related Improvements are under actual construction, have the right to use said property in the same manner as has been heretofore done; provided .such use shall in no manner interfere with or be inconsistent with the use thereof by Grantor as provided herein. 3. Thal the Grantee agrees to restore the topography of the property alter any accessary repair or replacement of the Sewer Lines and Sewer Related Improvements to the same condition as existed prior to the repair or replacement. 4. That the Grantor shall have the rights to pass oter and upon said property with appropriate roadways for the full use of its property, provided, however. that the construction, maintenance and use of said roadways shall in no way interfere with the Sewer Lines and Sewer Related Improvements. As to paved roads, the Grantee, in future repairs or maintenance of said Sewer Lines and Sewer Related Improvements, shall only be responsible for regraveling, tamping and patching the portion of said paved roads disturbed in connection with any repairs or inaintenance. As to non -paved roads, the Grantee shall only be responsible for regmveling and tamping in connection with any repairs or maintenance. Book: 5877 Page: 1270 Seq: 3 Bouk_5en rage. 1270 Page 3 of 5 Page 4 of 5 S. The Grantee will at no cost to the Grantor; Transfer Permit to the ownership of the MSD. transfer the DOT Encroachment Agreement —US 19-21 to the MSD and have the WASIE WATER COLLECTION PERMIT for F. Louie Justus revised to reflect the Transfer of Ownership of the Sewer Lines And Sewer Related Improvements. Application for these changes to be submitted within ten weeks of signing the agreement with hard copies to be delivered to the Grantor. Ilard copies of the approved Permits and Encroachment to be delivered to the Grantor within two weeks of completion. 6. Any fights of Grantor and Grantee herein shall be subject to the North Carolina Department of Transportation's rights in and ownership of US Ilighway 19.23. TO HAVE AND TO HOLD said Sewer Line and Sewer Related Improvements unto said Grantee, Its successors and assigns, forever upon the tens set forth herein. The Grantor covenants to and with the Grantee. its successors and assigns that the Grantor is the owner of the Sewer Lines and Sewer Related Improvements. and that said Sewer Lines and Sewer Related Improvements therefor are free from any and all liens. IN WITNESS WHEREOF. the Grantor and Grantee have hereunto set its hands and seals. or if corporate, has caused this document to be executed by its duly authorized officers, mid its seal to be hereunto aftixed, as of the day and year first above written. • Grantor @ - Grantee STATE OF NORTH CAROLINA COUNTY OF BUNCOMBE (SEAL) (SEA h a Notary Public of the State and County aforesaid, certify that r. LOLL 0✓�+-5�-� personally appeared before me this day and acknowledged thee execution of the foregoing instrument. WITNESS my hand and racial stmnp or seal, this J^_ day of fl \QfC k _ 20 ele R. i(G v� NO {ARV PGHIdC Book:5877 Page;1270 Seq:4 MwkSal] Page. 1270 P„ye 4of5 Page 5 015 GRANTEE METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NORIII CAROLINA A ITEST: W�k Jac a N. Bryson STATE OF NORTH CAROLINA COUNTY OF BUNCOMBE I, a Notary Public for said State and County. cenify that JACKIE W. BRYSON personally came before me this day and acknowledged that she is Secretary of METROPOLITAN SEWERAGE DISTRICT OF BUNCOMBE COUNTY, NORTH CAROLINA, a Public Body and Body Politic and Corporate, and that by authority duly given and as the act of the corporation. the foregoing insmnnent was signed in its name by its Chairman of the Hoard, sealed with its corporate seal, and attested by her as its Secretary. WITNESS my hand and official stamp or seal. thisJday of Di1A 2020, Nmary I'ubiic as iossvu.i Book 5877 Payn. 1270 Pogo 5 of Book: 5877 Page: 127O Seq: 5 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION 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 F. Louie Justus Buncombe County FOR THE construction and operation of approximately 255 linear feet of 6 inch gravity sewer and approximately 81 linear feet of 8 inch gravity sewer to serve the Justus Property, and the discharge of 500 GPD of collected domestic wastewater into the Metropolitan Sewerage District of Buncombe County's existing sewerage system, pursuant to the application received February 14, 1994, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment, Health and Natural Resources 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 following specified conditions and [imitations: 1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 2. This permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. The facilities must be properly maintained and operated at all times. 4. The sewage and wastewater collected by this system shall be treated in the Metropolitan Sewerage District of Buncombe County Wastewater Treatment Facility prior to being discharged into the receiving stream. 5. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division of Environmental Management accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 6. Construction of the sewers, pump station(s) and force main 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. 1 Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535. 8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of five years from the date of the completion of construction. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Environmental Management, in accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c). 10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. 11. In the event that the 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 wastewater collection facilities. 12. Noncompliance Notification: The Permittee shall report by telephone to the Asheville Regional Office, telephone number 704/251-6208, 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. Persons reporting such occurrences by telephone shall also file a written report in letter form within 15 days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. 13. This permit shall become voidable unless the agreement between F. Louie Justus and the Metropolitan Sewerage District of Buncombe County for the collection and final treatment of wastewater is in full force and effect. Permit issued this the 22nd day of March, 1994 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION lr,ni, wL t to a4Q 1" 1 A. Preston }coward, Jr., P.E., Director Division of Environmental Management By Authority of the Environmental Management Commission Permit Number W00009005 0 0 H ASSOCIATES, P.A. LILTING ENGINEERS EVILLE, NORTH CAROLINA N r m< Z 00- DZ{0 O D z H 20� rAm O p- N O- O - A 0 ti p0D O Z mzo N m A N C m O A-0 0 0 DG Zm <ZI 0 D D Dm N O 2 m W mm 0 DW m 0 DtiDlr Z?ZXO 0 N j D D N 0 0 DZMrz 1-yD�N W ArnDO ti 0O Z A m mOx,X DZ- -_Ni Ac Njmz m r - 0 o r C O C y rn Cp7 r~-- O _7-4 mfl m mvm D in0,- D O 0 N rn - m=oU ZrnsZO r N OZa°r> O NZ-tm -ym0FD O -IN o � 0• SZ mD ZD �NOm p ODZZ D Cn. Oro O 73 O m Z 0 U1 ER LINE TO SERVE US PROPERTY IBE COUNTY, NORTH CAROLINA ,p2ss `DEAN C)r mom Ly • I IRON PIPE PROFIL SCALE: HORIZ VERT. 1 rr 81 LF J m Q V 8" DIP SS ,a 0.40 MANHOLE I�' TELEI?HONE WATER LINE 2120 2 w.._. X EXISTING a- 2120. EXISTING BURIED J TOP EXISP CRC_ 2119.5 E... 2115 EXISTING 8" SS 2110 �, EXISTINGO 18' CMP _ .�? • se "`�.As_ INV. IN 2105 INV. OUT 2110.6 2111.3 INV. OUT t - INV. IN 2110.8 PROPOSED �11t.1 I II D PROPOSED Z. 'S - O 5 PROPOSED X 1 p o C9 z F 0) X Q 1- 0o 7.s Z theltas t— w BUNCOMBE COUNT SS INV. 2117.9 JOB NO.: 93296 JANUARY, 1993 0 0 Z co w cr 0 U 0 co REVISION: 2-8-94 o w w w o 0 a a -Q m Er re 04 tot Z te)pn zz r ��r-t-� - r°�a 49- ® w W' z 0) ,J w CC Lu an co SHEET MANHOLE (CONNECT TO EXISTING MANHOLE, CORE DRILL FOR PROPOSED 8" PIPE; RECONSTRUCT INVERT FOR SMOOTH FLOW INVERT) PROPOSED 81 LF 8" DIP SANITARY SEWER LINE CURB STA.1 0+85 PROPOSED MANHOLE NAIL HOLE IN CATCH BASIN CURB A. K. HALL. DAIS)" HALL D.B. 73L P. 461 FIRST TRACT EXISTING 18" CMP STA.11+ 6 r PCM CLEAN \�'- 2% MONUMENT (PCM) PLASM CAP \ CONTRACTOR TO FIELD LOCATE (4)6"x4" WYES WITH CLEAN OUTS \ FOR SERVICE TAPS STA13+40 PROPOSED / 6"x4" WYE, CLEAN OUT, PLUG uMIiS OF R/N EXISTING 8" SEWER LINE H I G H W H 9 & 2 3 PROPOSED 75 LF 16"DIA.x0.25" WALL THICK. BORED STEEL ENCASEMENT +75 PROPOSED WYE, ,45' BEND, WYE, t.'A . OUT BURIED TELEPHONE (BELL) CABLE EXISTING WATER LINE CURB PROPOSED 280 LF 6" SANITARY SEWER LINE (TOTAL) -- LIMITS OF R/W EXISTING YARD HYDRANT W/STEEL POSTS STA.12+50 PROPOSED / 8 x6" WYE, 6" 45' BEND, 6"x4" WYE, i CLEAN OUT 3/8' REINFORCING ROO S 76' 46' 00" W 6"x4" WYE WITH CLEAN OUT oWM 3/e' REINFORCING ROC' PROPOSED 80 LF 4" PVC SERVICE W/6"x4" WYE, AND CLEAN OUT F. LOUIE JUSTUS SHELIA P HAWKINS D.B. 1480 P. 287 PIN 960714430148 CLEAN OUT WITH PLUG 1/2' REINFOI N In PP m PA NAIL SET- 3/4' IRO P1 asQ(\ McGILL ASSOCIATES, P.A. CONSULTING ENGINEERS October 27, 1994 Mr. A. Preston Howard, Director Division of Environmental Management North Carolina Department of Environment, Health, and Natural Resources Post Office Box 29535 Raleigh, North Carolina 27626-0535 RE: Engineer's Certification Permit No. W00009005 Justus Property Sewer Extension Buncombe County Dear Mr. Howard: Construction of the subject project, approved under Division of Environmental Management Permit Number W00009005, dated March 22, 1994 is now complete. The following certification is submitted in accordance wtth the Permit requirements: I, Gary D. Davis, as a duly registered Professional Engineer In the State of North Carolina, having been authorized to periodically observe the construction of the project, Justus Property, Buncombe County, for the Permihee 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 and intent of the approved plans and specifications. Sincerely, McGILL ASS! CIATES, P.A. GARY D. DAVIS, P.E. N.C. LICENSE NO. 12296 GDD:rwg cc: F. Louie Justus 5.0 APH9.NOV P.O. BOX 22EE ASHEVILLE. NC EEB02 704/252-OE7E 704/232-2S12 WAX, / 3B ORANGE STREET ASMEVILLE. NC 121111301