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HomeMy WebLinkAboutWQ0030877_Regional Office Historical File Pre 2018Michael F Easley, Governor William G Ross Ir., Secretary North Carohna Department of Environment and Natural Resources Alan W, Klimek, P,E, Director Division of Water Quality October 6, 2006 Mr, Foster Chapman, President Kings Mountain North Associates, LLC PO Box 3524 Spartanburg, SC 29304 Subject: Permit No, WQ0030877 Kings Mountain IV industrial Site Kings Mountain North Associates, LLC Wastewater Collection System Extension Gaston County, North Carolina Dear Mr Chapman, In accordance with your application received on September 19, 2006, we are forwarding herewith Permit No. WQ0030877, dated October 6, 2006, to Kings Mountain North Associates, 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of the subject wastewater collection system extension, This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter shall be considered a part of this permit and is therefore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 rvlooresville, NC 28115. Internet www,n.cmwaterquality,org Customer Service 1-877-623-6748 An Equal Opportunity/Affirmaive Action Employer —50% Recycled/10% Post Consumer Paper Phone (704) 663-16.99 Fax (704) 663-6040 N?)7tbCarolina i/Vaturally Mr. Chapman Page 2 October 6, 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 Kings Mountain North Associates, LLC for the construction and operation of approximately 4,925 linear feet of 8-inch gravity sewer and the discharge of 18,750 gallons per day of collected domestic wastewater into the City of Kings Mountain existing sewerage system, pursuant to the application received September 19, 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 City of Kings Mountain WWTP (Pilot Creek NPDES No, NC0020737) prior to being discharged into the receiving stream. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Dee Browder at (704) 663-1699. Sincere for Alan W. Klimek, P.E. Mooresville Regional Office, Surface Water Protection (WWTP Per Tory Wagoner, Cavanaugh & Associates, PA Surface Water Protection Central Files Tom Asenzo, PERCS No. NC0020737 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 following specified conditions and limitations: 0 he 1. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically mentioned herein. 2. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. The wastewater collection facilities shall be properly maintained and operated at all times, The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T ,0403. If an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T ,0403: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L 0200 or the surface water standards in 15A NCAC 2B ,0200. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan shall be developed and implemented, d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le, 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. Inspection and maintenance records shall be maintained for a period of at least three years. 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, g h. 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. 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 Perrittee 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. 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. 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, Voice mail messages or faxed information is permissible, but shall not be considered as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-SSO (or the most current Division approved form), within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem does not recur, Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control, Permit issued this the 6th day of October, 2006. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W. Klimek, P.E771 D rector Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0030877 Fast Track Engineering Certification Permit No, WQ0030877 October 6, 2006 Foster Chapman, President PO Box 3524 Spartanburg, SC 29309 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 re wired for an than es result'n in no 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 Partial Final , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (E periodically, C weekly, L full time) the construction of Kings Mountain IV Industrial Site, a Gaston 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. FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 NFORMATION z 0 0 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! 1. Owner: la. Kings Mountain North Associates, LLC Full Legal Name (company, municipality, HOA, utility, etc) lb. Signing Official Name and Ti P Application Number: (to be completed by DWQ) ease review 5A NCAC 2H .0206(b) for authorized signing officials!) Ut•y‘i lc. The legal entity who will own this system is: (fiCIYti 0 Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership 0 Corporation Li] Other (spec} id, P.O. Box 3524 Mailing Address if. South Carolina State lh. 864-585-2000 Telephone 2. Project (Facility) Information: 2a, Kings Mountain IV Industrial Site Brief Project Name (permit will re 3. Contact Person: 3a. Todd Love, P.E. Name and Affiliation of Someone Who Can Answer Qu 11. 86494-5998 Facsimile o this name) le, Spartanbur City g. 29304 Zip Code E- ai 2b, Gaston County Where Project is Located oit this Application 3b. 336-759-9001 3c, todd.love@cavanaughsolutions com Phone Number E-mail 1 Project is New 0 Modification (of an existing permit) If Modification, Permit No.: For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. 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(10-11) that has already been included in the original permit. 2. Owner is 0 Public (skip to Item B(3)) 2a, If private, applicant will be: Retaining Ownership (i.e. store, church, single office, etc.) or 0 Leasing units (lots, townhomes, etc. - skip to item B(3)) 0 0 Selling units (lots, townhomes, etc. - go to Item B(2b)) 3. City of Kings Mountain re 0 z Private (go to Item 2(a)) 2b. If sold, facilities owned by a (mustchoose one) 0 Public Utility (Instruction III) 0 Homeowner Assoc./Developer (Instruction IV) Owner of Wastewater Treatment Facility ('NWTF) Treating Wastewa 4a. City of Kings Mountain — Pilot Creek WWTP Name ofWWTF 5a. City of Kings Mountain 5b, 8 inch 0 Gravity Owner of Downstream Sewer Receiving Sewer Size 4 Force Main 6, The origin of this wastewater is (check all that apply) O Residential Subdivision 0 Car Wash 0 Apartments/Condominiums 0 Institution 0 Mobile Horne Park 0 Hospital 0 School 0 Church 0 Restaurant 0 Nursing Home 0 Office 0 Other (specify): 7 Volume of wastewater to be allocated for this particular project: to not include previously permitted allocations r From This Project 4b. NC 0020737 WWTF Permit No, 5c. Permit Number of Downstream Sewer (if known) 100 % Domestic/Commercial % Industrial % Other (specify): 18750 ga Ions per day 8. 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 FAST -TRACK APPLICATION for GRAVITYR , PUMP STATIONS, AND FORCE MAINS PAGE 4 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), For Factories (Exclusive of industrial Waste) = 25 gallon/personishift = 25 gallon x 250 persons x 3 shifts 18750gallon 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) 8 Length (feet) 4925 z 2 0 ENTER TOTAL LINE LENGTH IN MILES 93 Gravity or Force Main (use the pull down menu) Gravity 2 11, Summary of Pump Stations to be Permitted (attach additional sheets as necessary) 0 Location ID Power Reliability Option < (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator MATS; 3- • plans for cross-reference) (MGD) GPM t TDH portable generator witelemetry; 4-wet well storage) 0 Et U.. z 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H ,0200 as applicable? Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION 13. Have the following pen-nits/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? 4 Yes 0 No N/A Sedimentation and Erosion Control Plan? Yes D No 0 N/A Slormwater? 14, Does this project involve aerial lines or siphons? Check if yes. El These lines will be considered high priority and must be checked once every six months 15. Does this project have gravity sewer lines designed at minimum slopes? D Be aware that the Division will riot accept installed lines more than 10% flatter than the minimum slope, Lines installed outside this tolerance should be corrected prior to submitting the final engineering certification_ EI Yes EJNo N/A FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5 z 0 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103 (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: 0 A Stream Classification is not needed because all parts &the project are at least 100 feet away from any down slope waterbody; AND, 0 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 Name of Waterbody Stream Waterbody map for cross-reference) Waterbody County River Basin Index Classification 1 Crowders Creek Gaston Catawba 11-135 Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI regardless of whether a classification is provided! 1. Applicant's Certification. I, N. FT SCt-R C RINI, attest that this application for Kings Mountain IV Industrial Site Development has been reviewed by me arrd is accurate and complete to the best of my knowledge. I understand that if all required parts of this application am not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being retumed as incomplete. Note: In accordance with North Carolina 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. la. Signing OUlcia CO 2, Professional Engineer's Certification: 0 ?A, Date 1 attest that this application for Kings Mountain IV Industrial Site Development 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 I have reviewed this rnatenal and have judged it to be consistent with the proposed design, Note: In accordance with NC General Statutes 143-215,6A and /43-215,6B, 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. Tory Wagoner, P.E. Professional Engineer Name 2b. Cavanaugh & Associates, P.A. Engineering Firm 2c, 305 West Fourth Street, Suite 1A Mailing Address 2d, Winston-Salem City 2g. 336-759-9001 Telephone Facsimile 5 2e, NC 21, 27101 State Zip 2i. tory.wegoner©cavanaughsolutions corn E-mail Seal. Signature & Date Central Files_ APS SWP 1©/©6/06 Permit Number Q0030877 Permit Tracking Slip Program Category Non -discharge us Project Type New Project Permit Type Fast Track Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual Extensions Primary Reviewer dee.browder Permitted Flow 18750 Facility Facility Name Kings Mountain IV Industrial Site Location Address Owner Permit Contact Affiliation Major/Minor Region Minor Mooresville County Gaston Facility Contact Affiliation Owner Name Owner Type Kings Mountain North Associates Non -Government s/Events Orig Issue App Received Draft In 09/19/06 Regulated Activities Commercial or industrial, other Outfail NULL Waterbody Name Scheduled Issuance Owner Affiliation Foster Chapman P© Box 3524 Spartanburg SC 29304 Public Notice Issue Fffectiu'e Expiration ReauestedIReceived gvents. Additional information requested Additional information received Stream Index Number Current. Class Subbasin THE CITY OF KINGS MOUNTAIN September 7, 2006 Todd Love, P.E. Cavanaugh & Associates, P.A. 305 West Fourth Street, Suite l-A Winston-Salem, NC 27101 PSI, BOX 429 • KINGS MOUNTAIN, NORTH CAROLINA 28086 • 704,734-0333 RECEIVEE SEP ?re RE: Kings Mountain IV,— Industrial Development Gravity Sewer Extension and Flow Acceptance (C&A No:11.01.001) Dear Mr. Love, This letter confirms that the City of Kings Mountain has the willingness and capability to accept the sewerage from the Kings Mountain IV — Industrial Development, located on Woodlake Parkway. The design daily average flow from the 500,000 square foot building, expandable to 1,000,000 square feet is calculated to be 18,750 gpd. The new sewer facility will include approximately 4,925 linear fee of 8" diameter sewer pipe and connect to the existing City of Kings Mountain pump station at the Firestone facility. Our treatment facility, Pilot Creek (NC 0020737) operates with a 6.0 mgpd capacity and currently receives and average of 2.7 mgpd. Ow commitment to serve is of course contingent upon the project complying with all local and state rules and the City's water and sewer extension policies, All projects are subject to final approval by City Council along with final approval of the construction, If construction on the proposed water distribution system has not started within twelve (12) months from the date of this letter, the commitment to serve will be null and void. Sincerely, vtafilyn Sellers Interim City Manager Cc: Steve Killian, Planning Director Dennis Wells, Water Department Director The Historical City SCALE: 1 °' 1 OCQ' 1000 C 1000 SCALE OF MAP MAY BE REDUCED DUE TO IvETHODS OF REPRODUCTIOk CAVANAU G H Solutions through integrity and partnership 711.44 74 Msw7,41 ee, P A., 306 Ylfast foul: Shwa( Sude fJ'!, Wfroton-3atem, 7 Cure Class Date Prop. Class Basin trear l Index oed Tributary From source to Duharts Creek Creek, aurc.e to Lax WylieCatawba River hony Creek Ftam source to Dam at (Robinwood Lake) Robinwood Lake: am at Robinwood Catawba Creek ed Tributary From source to at Orthopedic Catawba Creek Mil 3 Creek From source tc Catawba Creek Rrct source tc north Carolina South Carolina State Line source toorth C na-Souuth Carolina ine Branch From source to Crowders Creek eek From source to Crowders Creek Pnamed Tributary From, sturce tc at Camp James Camp James Lake (Camp James Lake) Tributary From Dam at Camp James Lames Lake to Crowder Creek Abernethy Creek Creek' mer ranch Dates Creek Oakland Lake ckwood Creek Creek source, to Crowders to rnethy Creek source: to Crowders C reek From source to Besse ter C' Branch Entire lake and nnecting ;stream to wders Creek k Ferguson Branch From Creek source to Crowclea wders McGill Branch From source to Crowd ere C Creek South Fork Crowders Creek North Carolina P 09/01/74 2 99/Qi/74 0i 74 09/01/74 �79/01/74 09/01/74 01/74 09/01/74 03/9 62 / 74 09/01/74 09/01/74 t9/i1d"4 09/01/74 0 9, 74 74 Ali{ 74 91/74 0:3/31162 Catawba Cata a taws Cata a Catawba Catawba Catawba Catawba Catawba Ca wba Catawba" awba a wba Catawba Catawba Catawba Catawba Catawba: 1-129-19-1 30 2 4 2- (2) 30-4 5 4 _4u1 5 6" 7 Page of LETTER OF TRANSMITTAL Date: Job No. Attn.. Ref.. /2006 11,06,001 Mooresville Regional Office King's Mountain IV Industrial development TO: NCDENR Item No. Copies 2 4 610 East Center Avenue, Suite 30 Mooresville, NC 28115 The Following Item(s): ❑ Shop Drawings ❑ Copy of Letter CAVANAIJGH Solutions through integrity and partnership ❑ Prints ❑ Plans Fast -Track Sewer App)ication Packet These are Transmitted as Checked Below: ❑ For approval ❑ For Your Use ❑ As requested • For Review and Comment ❑ For Bids Due We are sending you: ❑ Attached ❑ Under Separate Cover Description ❑ Approved as Submitted ❑ Approved as Noted ❑ Returned for Corrections Resubmit CD Specifications ❑ Change Order ❑ Submit ❑ For Distribution Prints • Corrected Prints 0 0 Prints Returned After Loan to Us Remarks: Copy To: Signed: odd(. 7ve. Todd Love, P.E. Cavanaugh Associates, P.A., 305 West 4th Street, Suite 1A, Winston-Salem, NC 27101 Phone: 336/759-9001 Fax: 336/759-1005 www.cavanaughsolutions.com CAVANAUGH September 15, 2006 Division of Water Quality Mooresville Regional Office North Carolina Department of Environment and Natural Resources 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Re: Fast -Track Application for Gravity Sewer C&A No.: 11.06.001 Kings Mountain IV Industrial Development NCDENR To whom it may concern, Please accept this application for Fast -Track permit review. With this letter please find attached the following: 1. Two certified application forms 2. Application fee of $400 00 3, Flow acceptance letter from City of Kings Mountain 4. 8,5-inch by 11-inch color copy of the USGS topographic map 5. Stream classification If you have any additional questions or concerns regarding this submittal please do not hesitate to call. Sincerely, CAVANAUGH Tory Wagoner, P.E Cc: David Berry, Johnson Development Associates ASSOCIATES, P.A. N:\1 1.06.001 Kings Mountain\docs\Letter - Cover - Fast Track Sewer -Sept 15-2006.doc Assrrartes. P.A., 305 west Fourth Street, Suite 3A NC 27101 336 759-9001 fox 336 759-1005 www, . u, Pctt%taras,com Page 1 of 1 Elaine F. 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