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WQ0034964_Regional Office Historical File Pre 2018
NCDENR North Carolina Department o‘ Environment and Ntur Rscurces Division of Water Quality Beverly, Eaves Perdue Ccleen H. Sullins Cee Freeman Governer Director Secretary Mr. Jack Shytles. Mayor Town of Polkville PO Box 146 Polkville, NC 28136. September 7, 2010 Subject Permit No. WQ0034964 Woods Grill Sewer Extension Wastewater Collection System Extension Cleveland County, North Carolina Dear Mri. Shytles, In accordance with your application received on August 27, 2010, we are forwarding herewith Permit No. WQ0034964 dated September. 7, 2010, to the Town of PcIkville 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 This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 .0403or any individual system -wide collection system permit issued to the Permittee. Permitting of this project does not constitutean 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 cf 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. .MooresOle Regional OffK\e, Location,. 610 East Center Ave., Su1te 301 Mooresville, NC 28115 Phone: (7041563-1699 \ Fax' (704) 663-6040 \ CustomerServce: 1-877-623-6748 Internet: ,rva-vv_npyvajp,icayality_.o[g. NorffiCarOlina ,Natirralk/ Mr. Shylies Page 2 Serernber 7, 2C1.',:.'; 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 for the construction and operation of approximately 1,182 linear feet f 8-inch gravity' ,sewer and the discharge of 6,600 gallons per day of domestic,' wastewater in conformity with 15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria adopted February' 12, 1996, as applicable: the Div.ision'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 Shelby VWVTP (NPDES Permit No. NC0024538) prior to being discharged into the receiving stream. Assessing subsequent impacts to the downstream collection system and treatment facility is the complete responsibility of the City of Shelby. Shelby must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and the collection system permit WQCS00037. Assessing subsequent impacts to the downstream collection system and treatment facility is the complete responsibility of the Town of Polkville. Polkville must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and the collection system permit. Assessing subsequent impacts to the downstream collection system and treatment facility is the complete responsibility of the Kingstown. Kingstown must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and the collection system permit WQCSD0258. 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 Sincerely, 4.) - 16 r C leen H S Ilins co Mooresville Regional Office, Collection System Permit Files Surface Water Protection Central Files PERCS NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERM T This permit shall be effective from the date of issuance untuntil escinded 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 cf Water Quality's (Division) Gravity Sewer rvii,nimum 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. This permit shall be effective only with respect to the nature and volume of wastes described n the application and other supporting data. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system-i,,vide collection system perrrit 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 he 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 1,5A 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 implem,ented, 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 cf 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 regio,nal 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. 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 formai 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 cn its merits and may or may not be approved. 5,. Construction of the gravity sewers. pump stationsand force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge cf ',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. A copy of the construction record drawings shall be maintained cn fiie by the Permittee for the life of the wastewater collection facilities, 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 FasteTra,ck 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 cf nuisance conditions, the Permittee shall take immediate corrective action; including those as may be required by this Division, such as the construction cf additional or replaciement 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 lirnited to apphcabbe n ier 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 15,A NCAC 2H .0500. 1 1 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 fallowing, 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, etce 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 ef the influent to such station or facility„ Voice mal 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 nuniter (800) 858-0368 or (919) 733-3300 Persons reporting any of the above occurrences shall file a spill report by complenng Part I of Form CS-SSO nor the most ourrect Divisr,oh approved form), withIn 'lye days fcblowing first knowledae of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem does not recur, Part of Form OS-SSO (or the most orient Division approved form) can also be completed to show that the SSO was beyond control. Permit issued this the nth day of September, 2010. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMiSSION for Golden H Sullins, Director Division of Water Quality By Authority of the Environmental Management Commisston Permit Number WQ0034964 Permit No. WQ0034964 September 7, 2010 Owner/Ili/GCS Jack Shytles, Mayor Town of Polkville PO Box 146 Pcikville, NC 28136 woos David Lattimore n g stown 1502 Williamson Road Kingstown, NC .28150 )11P/111-P Rick Howell, City Manager City of Shelby PO Box 207 Shelby, NC 28151 PP David Odom Odom & Associates Eng., inc. 152 E. Main Street. Forest City, NC 28043 Complete and submit this. form to the permit issuing regional office with the folicwing: • 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 en the record drawings or in written summary form. Permit modifications are required for any changes resulting in non-compliance with this permit, regulations cir minimum design criteria This project shall not be considered .complete nor allowed to operate until this Engineer's Certification and ail 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 CERTIRCATION r_j Partial D Final as a duly registered Professional Engineer in the State of North Carolina; having been authorized to observe, (Li periodically: weekly, El full time) the construction. of Woods Grill Sewer Extension, a Cleveland County project for the Perrnittee, hereby state that, to the best of my abilities: due care and MIrgerice 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 21 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 E-ngineer'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 Application Number • USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be completed by DM)) 1 OwneriPermittee: la. TOWN OF POLKVILLE Full Legal Name (company, municipality, HOA, utility, etc.) lb. Hon. JACK SHYTLES, MAYOR Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) lc, The legal entity who will own this system is: 0 Individual 0 Federal Il Municipality 0 State/County 0 Private Partnership Ej Corporation 0 Other (specify): Q ld PO BOX 146 U— Mailing Address • lf. NC State O th. Telephone 2 Project (Facility) information: 2a WOODS GRILL SEWER EXTENSION le. POLKVILLE City 1g, 28136 Facsimile CL Brief Project Name (permit will refer to this name) CL < 3. Contact Person: • 3a. SCOTT ROACH, EIT — PROJECT MANAGER Name and Affiliation of Someone Who Can Answer Questions About this Application 0 IL 1- 3b, 828-247-4495 Phone Number 1 Project is 1 j Zip Code E-mail RECEIVEDDtV- 1511,,,m OF WATER QUALITY WE 21-2 10 SVVP SECTION MOORESVILLE REGIONAL OFFICE 2h, CLEVELAND County Where Project is Located 3c, .cott odomen ineenn E-mail New 0 Modification (of an existing permit) If Modification, Permit No.: 2. Owner is Public (skip to Item 8(3)) 2a. If private, applicant will be: O Private (go to Item 2(a)) 2b If sold, facilities owned by a (must choose one) 0 Retaining Ownership (i,e. store, church, single office, etc.) or 0 Leasing units (lots, townhomes. etc, - skip to Item B(3)) Ej Selling units (lots, townhomes, etc. - go to Item B(2b)) D Public Utility (Instruction C) 0 Homeowner Assoc./Developer (Instruction D) 3. CITY OF SHELBY Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. CITY OF SHELBY WWTF 4b. NC0024538 Name of WWTF WWTF Permit No. 5a, TOWN OF KINGSTOWN 5b. 8" Gravity 5c. W00024522 Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction E 6. The origin of this wastewater is (check all that apply): rt w a. th CD Residential Subdivision Ej Apartments/Condominiums El Mobile Home Park O School Restaurant O Office 0 Retail (Stores, shopping centers) 0 Institution O Hospital 0 Church O Nursing Home O Other (specify): Volume of wastewater to be allocated or permitted for this particular project: *Do not include future flows or previously permitted allocations 8. If the permitted flow is zero, indicate why: O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line Flow has already been allocated in Permit No. NC0024538 & WQ0024522 O Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a permit is required) 100 % Domestic/Commercial % Industrial (attach description ) (RO: contact your Regional Office Pretreatment staff) % Other (specify): 00 gallons per day FTA12/07 9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in Item B(7). Values other than that in 1,5A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2T .0114 (f). Q = 120 SEATS x 40GPD/SEAT + 5 HOMES © 3 BEDROOMS / HOME x 120 GPD / BEDROOM = 6600 GPD 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) 8" Length (feet) 1182 New Gravity or Additional Force Main NEW GRAVITY E; 11 Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) LLI D Pump Station Location ID N/A (self chosen - as shown on plans/map for Z im. Design Flow Operational Point Power Reliability Option Z (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length 0 2 - portable generator w/MTS 0 I Pump Station Location ID N/A (self chosen - as shown on plans/map for Design Flow Power Reliability Option Operational Point . - (MGD) GPM TDH 1permanent generator MATS; Force Main Size Force Main Length 2 - portable generator WRITS , ce Pump Station Location ID N/A (self chosen - as shown on plans/map for Ili Design Flow Operational Point Power Reliability Option (MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Length GPM @TDH 2 - portable generator w/MTS 12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility? O Yes 1 No If Yes, permit number of 2nd treatment facility (RO — if "yes" to B,12 please contact the Central Office PERCS Unit) 13. 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 Chapter 2T as applicable? Yes D 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 FTA 1.2/07 4*. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401Certification? El Yes D No N/A Sedimentation and Erosion Control Plan? Ej Yes E3 No N/A Stormwater? ID Yes EJ No N/A 15, Does this project include any high priority lines, jsee 15A NCAC 02T 0402 (2)] involve aerial lines, siphons, or interference manholes)? These lines will be considered high priority and must be checked once every six months Check if Yes: El and provide details 1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name) 1, _JACK SHYTLES, MAYOR , attest that this application for TOWN OF POLKVILLE has been reviewed by me and is accurate and complete to the best of my knowledge. understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.68, 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 s as civil penalties up to $25, 000 per violation 7-g tc2 Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305 0 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name) I, DAVID W. 000M, P.E. , attest that this application for TOWN OF POLKV/LLE 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. 1 further attest That to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers 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 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 NC General Statutes 143-215.6A and 143-215,68, 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. DAVID W/ ODOM, PE Professional Engineer Name 2b. ODOM & ASSOCIATES ENGINEERING, INC Engineering Firm 2c. 152 E MAIN ST Mailing Address 2d. FOREST CITY 2e, NC 21. 28043 City State Zip 2i. 2g. 8282474495 2h. 8282474498 davidodomRodomengineerino Telephone Facsimile corn NC PE Seat, Sjoature & Date C 04./ % FTA12/07 State of North Carolina Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit .Applications (FTSE —10/07) Project Applicant Name: iown of Polkville Project Name for which flow is being requested: Woods Diner Sewer Extension illore than one FTSE-10/07 may he required for a single project ifthe owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow .1„ Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: n/a b. WWTP Facility Permit 4: nia AH fiows are in MGD c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP ula e. WWTP facility's actual avgflow n/a f. Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used. 0.066 n/a n/a II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Kin' - o Pli S .ation Approx. Capacity, MGD .Approx. Current Avg. (Firm/Design) Daily Flow, MGD 0..230 0.022 III, Certification Statement: 1, Mayor David Lattimore, certify that, to the hest of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitaty sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, This analysis has been performed in accordance with local established policies and procedures using the best available data, This certification applies to those items listed above in Sections I and ti for which I am the responsible party. Signature of this form indicates acceptance of this wastewatqr . % Signing Oficial Signal Date State of North Carolina Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: TOWN OFPOLKVILLE, Project Name for which flow is being requested: WOODS DINER SEWER EXT More than one FISE-.10/07 may be required fi)r a single project if the owner of the kilYTP is not responsible for all pump stations along the route of the proposed '4,rastewater flow 1. Complete this section only if you are the owner of the wastewater treatment plant. WWTP Facility Naine: N/A b. WWTP Facility Permit : _____NLA c. WWTP -facility's permitted, flow d. Estimated obligated flow not yet tributary to the WWTP N/A e. WWTP facility's actual avg. flow N/A Total flow for this specific request 0.066 g. Total actual and obligated flows to the facility h. Percent of -permitted, flow used All flows are in MGD N/A N/A N/A II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Approx. Capacity, MGD Approx. Current Avg, (Firm/Design) Daily Flow, MGD Polkville Pump Station 0;120 0.002 HI. Certification Statement: 11, Jack Shvtles, Mayor , certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections 1 and 11 for which [am the responsible party. Signature of this form indicates acceptance of this wastewater fiow. Sign Oflkiai Sign u Date MS.RMaps: Print Page Send To Printer Back To MS Maps Change to 11x13 Print Size MIMS PoIkville, North Carolina, United / Show Grid Lines es 01 Jul 199 Change to Landscape Image courtesy of the U,S, Geological Survey © 2010 Microsoft Corporation. Terms of Use Privacy Statement http://msrmaps.com/Print1mage.aspx?I-2&S-11&Z=17&X-1104&Y-9799&W=3&qs—... 8124/2010 CITY OF SHE BY North Carolina Of a of the City Manager Octo e 2 Town of Polkville Attn: Honorable Jack PO Box 146 Polkville, NC 28136 h le Re: Letter of Willingness Town of Polkville Sewer Project WWTP Permit No. NC0024538 Dear Honorable Mayor Shytl This letter of willingness shall serve the proposed Town of Polkville Sanitary Sewer Project in Polkville, NC. The City of Shelby does have the capacity at its Waste Water Treatment Facility (Permit No. NC0024538) to accept the flow from this project which consists of a proposed pump station and 6" force main via interconnect with the Town of Kingstown system. The City of Shelby committed pursuant to Resolution No. 36-2000, 75,000 - 100,000 GPD of treatment capacity at the Shelby Wastewater Treatment Plant for the Town of Kingstown and surrounding area. Should you have any further questions regarding this matter, please don't hesitate to contact Brad Cornwell at (704) 484-6840. Cc: Mrs. Julie McMurry, Interim Utilities Director Mr. Brad Cornwell, PLS, Assistant Utilities Director Mr. David Odom, PE, Odom, Hollifield and Associates MISSION STATEMENT . We wt l the City of Shelby to be the best governed and most livable city in the, state of North Carolina placing value on high quality services,. its. citizens and its employees. WASHINGTON AT GRAHAM ST. • BOX 207 • SHELBY, NORTH C;AROLINA 28151-0207 PHONE (704)484-6801 • FAX (704)484-6871 August 16, 2007 TOWN OF KINGSTOWN 2014 KINGSTON ROAD KINGSTOWN, NC 28150 (704) 8 - 77 Fax (704) 484-8612 The 1lannrable Jack hyde Town of P 1kv it e PO Box16 Polk Dille, NC 28136 RE: Polkville Surer System Flow Acceptance Dear Mayor Shy= k: This letter is to confirm that the Town of Kings wn Sewer Systena can accept the 10,360 galln per day of waste water from the Town of Polkville"s Sewer System Project, and adequately convey this flow to the City of Shelby WWTP. The waste water collection system permit number for the Town of Kingstown is WQ0024522.e suer and waste water collected by this system will be treated in the City of Shelby V W1 P (NPDES t o N "003 3 0). Sincere Mayor Clarence Withrow Town of Kingstown Perm it Number WQ0034964 Permit Tracking S P a APS__ 09103°1J Program Category Non discharge Permit Type Gravity SewsrEx Extensions Primary Review dee. brotvder Coasts er Rule permuted Flow 6600 Facility_ nsion, Pu Facility Nar re Woods Grill Sewer Extension Location Address Owner Owner Name Town of Polies le nt p Stattn Pre Ong Issue Apo Received Draft Initiated 09 0 /10 08/27 10 effPlated A ivities fiesta arrant Subdivision u^astewater coI#action Out taterbodyr Name Status Active Project Type New Project Version Permit Classifiedtie 1.00lndlvdtittel Penni Contact Affiliation Major/ inor Region Minor Mooresville Scheduled issuance County Cleveland FacilityCori tactAffiliation Owner Type Government - Mon i ipal Owner Affii ati n Jack Shytie Mayor PO Box146 Polkville Pub lac Notice Issue 0910 a`1 tl NC 28136 Eit tiv R ue t 1e eiv Events Additional Ictfcmidden received Additional information requested Epiratien Stream Index Nuner Current Class Subbasin PAY TO THE ORDER OAF,_ FOR BBB' BRANCH 1 BANKING ANN TRUST COMPANY wUroac(-7(4,1-/ 000009E1ee' I:0 5 3 10 1 i, 2 I:000 5 1.0 3, 099 6t 112/5.3, DOLLARS . 2/2010 20: 55 7041530988 Permit No. WQ0034964 September 7, 2010 Owner/WQCS Jack Shyties, Mayor Town of Polkville PO Box 146 Polkville, NC 26138 WOGS David Lattimore Kingstown 1502 Williamson Road Kingstown, NC 28150 PDLKVILLE BAPTIST 1/4VTP Rick Howell, City Manager City of Shelby PO Box 207 Shelby, NC 28151 1 PAGE 01 RECEIVED IMION OF WATER QUALITY OCT 0 4 2010 SVVP SECTION PE MOORESVILLE REGIONAL OFFICE David Odom Qdom & Associates Eng., Inc, 152 E, Main Street Forest City, NC 28043 Complete and submit this form to the permit issuing regional office with the foitowing: 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 paint, 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 summaryorm, permit modifications are required for any changes resulting In non-cornpliance with this permit, regulations or 'rnnimum d.son critera. This project shall not be considered complete or 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. EIOINEEWS PlITIFIG/YTION rj Partial 0/Final 1, 6 (1). , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe penodically, D weekly, 0 full tirrie) the construction of Woods Grill Sewer Extension, a Cleveland 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 perrrit; 16A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 aa 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 ail partial certifications up until a final certification is received. Any wastewater flow made tributary to the wastewater collection system extension prier to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.