Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WQ0037019_Regional Office Historical File Pre 2018
^ ~ ��� ��~ DEN0� U� North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Regional Operations Section Pat MCCDOp/ Thomas A. Reeder G0Ve[DD[ [li[eCb3[ Mr. Michael Rose, Town Administrator Town ofHarrisburg P.[}.Box 10O Harrisburg, North Carolina 2DQ75 Subject: Permit No.VVQD837019 Town nfHarrisburg Blume Development 'North Wastewater Collection System Extension Cabar,us[ounty Dear Mr. Rose, John E.SkVarl2\III Secretary In accordance with your application received March 17, 2014, we are forwarding herewith Permit No. VVQD037015\dated March 24,JD2/, tothe Town ofHarrisburg for the construction and operation ofthe subject wastewater collection system extension. This permit shall beeffective from the date of issuance until rescinded and shall besubject tothe conditions and limitations asspecified therein. This cover letter and supplement shall be considered a part of this permit and are therefore incorporated therein by reference, Please pay particular attention to the following conditions contained within this permit: Condition N.4: Requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A N[AC 2T .0403 or any individual system -wide collection system permit issued tothe Pennhttee. It shall be responsibility of the Town of Harrisburg to ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties inaccordance with North Carolina General Statute §143-I15.64thrmoQh §143-215.6[, construction ofadditional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. 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 written petition, conforming to Chapter 1508 of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N[27699'6714. Unless such demands are made, this permit shall befinal and binding. mocre,sOte Reg�onal Office Lmqomzh/0East Oenue,,x,e'S"eJV1 rvt�-mr-nm|�.NC 28l|5 Phsre�(7O4)663-`699\Fax:(KN)Vb3,4604O`C,smmei 1-877�21]-�)745 Aw Eouii Opporurrh, ` Almrlgtwe Adpi epplv/ef One Town of Harrisburg kQOO701 a Page If you need addit€ona' 235-2204 or via ei-ma Sincerely, ation concerning this matter please contact l ls. dre a Allocco at (704) rcda.allocco ncd nr. ov, for Thomas A. Reeder Division of Water Resources by Michael L. Parker Water Quality Regional Operations Section, Mooresville Region Supervisor cc: i Robert Tripp, R. . consulting engineer { -copy) Mooresville Regional Office T. Bach, WSACC CC — Owner of receiving WWT• (e-copy) Water Quality Central Files BRCS (e copy) NCD R STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the Town of Harrisburg Cabarrus County for the construction and operation of approximately 12,414 linear feet of 8-inch gravity sewer and approximately 66 manholes to serve 198 three -bedroom homes as part of the Blume Development — North project, and the discharge of 71,280 gallons per day of collected domestic wastewater into the Town of Harrisburg's existing sewerage system, pursuant to the application received March 17, 2014, 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. This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein. Per sued this the 24th day of March, 2014 for Thomas A. Reeder Division of Water Resources By Authority of The Environmental Management Commission Permit Number: WQ0037019 . ^ SUPPLEMENT TO PERMIT COVER SHEET to - Construct, and then operate upon certification the aforementioned wastewater collection extension, The sewage and wastewater collected by this,system shall be treated in the Water and Sewer Authority o{CabanusCounty (VVSA[C) Rocky River Regional Wastewater Treatment Facility (NPDES Permit No. N[0036268)prior tobeing discharged into the receiving stream. Permitting of this project does not constitute on acceptance of any part of the project that does not meet I5A N{A[ 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pumnp Stations and Force Mains adopted June l' 2O08esapplicable, unless specifically nnrntk>nod herein. Division approval is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer inthe application. It shall be the Pe/mittee'sresponsibility toensure that the as -constructed project meets the appropriate design criteria and rules. Construction and operation is contingent upon compliance with the Standard Conditions and any Special Conditions identified below. . SPECIAL CONDITIONS 3. This permit shall becomevn|dab{cunless the agreement between the Town of Harrisburg and WS4[[for the collection and final treatment wfwastewater isinfull force and effect. 2� No flow in excess of the quantity permitted hcexn' 71,280 5PD, shall be made tributary to the subject sewer system until an application for permit modification for an increase in Mow has been submitted to and approved bythe Division ofEnvironmental Management. 3, Gravity sewers installed greater than ten percent below the minimum required slope per the Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected, if there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with Dnn supporting documentation. This shad be done through a permit modification with fee, Such variance requests will be evaluated on a case -by -case basis. Resolution of such request shall beevident prior tm completing and submitting the construction certification. 11. STANDARD CONDITIONS l, This permit shall not be transferable, In the event there isa desire for the wastewater uaUcct/mn facilities to change ownership, or there is a name change of the Pprmimoe, a fnnna| permit request shall be submitted to the Division accompanied by documentation horn the parties involved, and other supporting materials asmay be appropriate, The approval of this request shall be considered on its noohcs and may or may not be Z, This permit shall become voidable unless the wastewater collection facilities are constructed inaccordance with the conditions of this permit 158 NCA[ 2'C the Division's Gravity Sewer Minimum Design Criteria adopted February 12, I936as oppKcabie; the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations and Force Mains adopted June l' 7000 asapp|icab|e/ and other supporting materials unless specifically mentioned herein, 0 . ^ l This permit shall 6e effective only with respect to the nature and wohunme of wastes described in the application and other supporting data. 4, The wastewater collection facilities shall beproperly maintained and operated at all times. The Permivtee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these /ndUdes as required by 15A N[AC 2T .0401 If an individual permit is not required' the following performance criteria shall bemet asprovided inlSAN[A[2T.O4O]: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge tuland nr surface waters, and to prevent any contravention of groundwater standards or surface water standards, b. A map of the sewer System shall be developed and shall be actively maintained. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented. d. Pump stations that are not connected oza telemetry system shall be inspected every day(ie. 365 days per year). Pump stations that are connected to ate|emetry system shall be inspected at least once per week e` High -priority sewer lines shall be inspected at least nnice per every six months and inspections are f. A general observation of the entire sewer system shall be conducted at least once per year. g, Overflows and bypasses shall be reported tothe appropriate Division regional office in accordance with 15A N[AC2B.85Qh(a), and public notice shall be provided as required byNorth Carolina General Statute §l43-2l5JL hA Grease Control Program is in place as follows� L For public owned coNectinn systems, the Grease [nnzno| Program shall include at least hiannuo� distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors atexisting establishments, The plan shall also include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems, Z For privately owned collection systems, the Grease Control Program shall include at least biannual distribution of grease education materials to users of the collection system by the uerm|nee or its representative, l Grease education materials gnaU be distributed more often than required in Parts (I) and (2) of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows, i Right-of-waysand easements shall bemaintained inthe full easement width for personnel and equipment acocss�hi|ty. Documentation shall be kept for Subparagraphs (a) through (0 of this Rule fora minimum ofthree years with exception of the map, which shall be maintained for the life of the system. 5, Noncompliance Notification: The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office, telephone number (704) 336-1699' as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence orfirst knowledge ofthe occurrence rf either ofthe 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, |,ne blockage or breakage, etc,; or b. Any SSQand/or spill over I.8OUgallons; or c Any S50and/or spill, regardless ofvolume, that reaches surface water Voice mail messoge,s o/ faxed information is permissible, but this shall not be considered as the initial verbal repon. Overflows and spills occurring outside normal business hours may also bereported ,othe Division of Emergency Management at telephone number (800) 8S8'0368 m,(9l9) 733`3300. Persons reporting any nf the above occurrences shall file a spill report by completing and submitting Part | of Form CS -SS) (or the most current Division approved form) within five 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. Part || of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SS� was beyond control, h. 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 ofwastewater tw the surface waters ofthe State. 7, Per 15A N[AC 2T0116. upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form attached to this permit shall he submitted with the required supporting documents tothe address provided onthe form. Acomplete certification isone where the form iv fully executed and the supporting documenLsare provided asapplicable. Any wastewater flow made tributary /o the wastewater collection system extension prior tucompletion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions, If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of Incorporation, Decla ratio ns/Cove na nts/ Restrictions, and Bylaws that have been appropriately filed with the applicable Comnt/sRegister ofDeeds office shall be submitted with the certification. A complete certification is one where the form is fully executed and the supporting docurnents are provided as applicable, Supporting documentation shall include the following: a. One copy of the project construct -ion record drawings (plan & profile views of sewer lines & force mains) of the wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (CD ornVDdisk) and are defined asthe design drawings that are marked up or annotated with after construction information and show required buffers, separation distances, material changes, etc, b' One copy ofthe supporting pump station des�gn calculations (selected pumps, system curve, operating point, buoyancy calculations, and available storage if portable generator(s) or storage greater than longest past throe year outage reliability option se|ec/ed)fnr any pump stations permitted as part of this project. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, mrinwritten summary form, Prior tvCertification (Final or Partial): Permit modifications are required for any changes resulting in non- compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station design capacity design increases of 6% or greater, and increases in the number/type of connections}, regulations, or the Minimum Design Criteria. Requested modifications nrvariances t, the Minimum Design Criteria will he reviewed on a case -by -case bads and each on its own merit, Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction, After -construction requests are discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification & activation. A copy of the construction record drawings shall be maintained on file by the Permi wastewater collection facilities, e fo he life of the 9. 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, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board, 10. 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. 11. 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 NCG410000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0504. FAST TRACK ENGINEERING CERTIFICATION Permittee: Town of Harrisburg Project: Blume Development - North Permit No. WQ0037019 Issue Date: 03/24/14 Complete and submit this form to the permit issuing regional office with the following' One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction; • Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes to the project should be clearly identified on the record drawings or in written summary form Permit modifications are required for any changes resulting in non-compliance with this permit e ulations or minimum design criteria. Modifications should be submitted prior to certification. This project shall not be considered complete nor allowed to operate until the Division has received this Engineers Certification and all required supporting documentation, Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. PERMITTEE'S CERTIFICATION , the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof, Printed Name, Title Signature ENGINEERS CERTIFICATION Date 111 Partial LI Final , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (0 periodically, LIT weekly, E full time) the construction of the subject 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 02T, the Divisions 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 Division of Water Resources Water Quality Regional Operations Section Mooresville Regional Office 610 East Center Avenue, Suite 301 Mooresville, North Carolina 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 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, USE THE TAB KEY, TO MOVE FROM FIELD TO FIELD 1. Owner/Permittee: la, Town of Harrisburg Full Legal Name (company, municipality, HOA, utility, etc.) Z lb. Michael Rose, Town Administrator Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials) Application Number: (to be completed by DWQ) ilt lc. The legal entity who will own this system is: 0 Individual 0 Federal El Municipality 0 State/County 0 Private Partnership 0 Corporation 0 Other (specify): Et O ld, P.O. Box 100 le. Harrisburg LL. Mailing Address City Z it. NC lg. 28075 Z State Zip Code O lh. 704-455-0727 — li, 704-455-1206 1j. mrose@harrisbugnc.org I.- Telephone Facsimile E-mail CZ (..) 2. Project (Facility) Information: 2a, Blume Development - No 2b, Cabarrus O. Brief Project Name (permit will refer to ths name)County Where Project is Located CL cE 3. Contact Person: ▪ 3a, Robert Tripp, PE Merrick & Company Name and Affiliation of Someone Who Can Answer Ouestions About this Application 3b. 704-612-0672 3c, robertk @merrick.com Phone Number E-mail 1, Project is El New Ej Modification (of an existing permit) If Modification, Permit No.: 2. Owner is El Public (skip to Item B(3)) 0 Private (go to Item 2(a)) 2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one) 0 Retaining Ownership (i.e. store, churchsingle office, etc.) or Ej Public Utility (Instruction D) 0 Leasing units (lots, townhomes, etc, - skip to item 8(3)) 0 Homeowner Assoc./Developer (Instruction E 3. The Water and Sewer Authority of Cabarrus CoutrtyjWSACCli Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project • 4a. Rocky River Regional WWTP 4b. NC0036269 Name of WWTF WSACC 5b. 42" 0 u. Owner of Downstream Sewer Receiving The origin of this wastewater is (check all Residential Subdivision 0 Apartments/Condominiums 0 Mobile Home Park O School O Restaurant O Office WWTF Permit No. Gravity 5c, WQ003330- Sewer Size 0 Force Main Perrrir# of Downstream Sewer (Instruction that apply): D Retail (Stores, shopping centers) 0 Institution 0 Hospital 0 Church 0 Nursing Home 0 Other (specify): Volume of wastewater to be allocated or permitted for this particular project. 71,280 *Do not include future flows or previously permitted allocations 100% Domestic/Commercial % Industrial (Attach Description) % Other (Attach Description gallons per day 8. If the permitted flow is zero, indicate why: D Pump Station, Outfall or Interceptor Line where 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 (see 15A NCAC 02T ,0303 to determine it a permit is required) FTA 12-12 APPLICATION Page 3 of 6 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 15A NCAC 2T ,0114 (b) and (c) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2T .0114 (f). Blume Development - North = 198 dweling units x 3 bedrroms x 120 gallons per day = 71,280 gallons per day 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) New Gravity or Additional Force Main 8 12,414 New Gravity 66 manholes 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) 0 Pump Station Location ID: (self chosen - as shown on plans/map for reference) Longitude: 0 cc 0 LL. th Latitude: Design Flow erational Point Power Reliability Option Op (MGD) GPM TDH . permanent generator w/ATS; Force Main Size Force Main Length ''F, 2 - portable generator w/MTS Pump Station Location ID: (self chosen - as shown on plans/map for reference) Longitude: Latitude: Design Flow erational Point Power Reliability Option Op .. . (MGD) 1 GPM @TDH permanent generator w/ATS; Force Main Size Force Main Length 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? El Yes EI No If Yes, permit number of 2n6 treatment facility: (RO — if 'yes" to B,12 please contact the Central Office PERCS (Jnit) 13. Does the sewer system comply with the Minimum Desidn Criteria for the Permitting of Purlla„Stations and Force Mains (latest version), the Gravity Sewer tvlInimurn Ete,5Ign Qriteria (latest version) and 15A NCAC Chapter 2T as applicable? Yes El 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 ETA 12-12 APPLICATION Page 4 of 6 CO Z 00 0 14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401Certification? Ej Yes El No 0 N/A Sedimentation and Erosion Control Plan? Ej Yes EI No El NiA Trout Buffer Waiver? D Yes No El N/A Stormwater? Ej Yes E] No 0 N/A 15, Does this project include any high priority lines (115A 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, Michael Rose, attest that this application for Blume - North Residential Development 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 returned as incomplete, Note: In accordance with North Carolina General Statutes 143-215,6A and 1,43- 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 vioiglion- la Signing Official Signature ;_ib* 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 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name) 1, Robert Tripp ,attest that this application for Blume - North Residential 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 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 143-215,6B, 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. Robert Tripp Professional Engineer Name 2b. Merrick & Company Engineering Firm 2c. 1001 Morehead Square Dr. Suite 5 Mailing Address 2d. Charlotte 2e, NC 2f 28203 State City Zip 2g. 704-529-6500 2h. 704-522-0882 2i. robed,trippamerrick.corn Telephone Facsimile E-mail NC PE Seal, Signature & Date FTA 12-12 APPLICATION Page 5 of 6 DiVisIon of Walefit,esourc State f North Carolina Department of Environment and Natural Resources Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE -01/14) (WSACC USE ONLY) Blume North Residential Development Project Section I. Name of wastewater treatment facility (WWTF) receiving wastewater: Rocky River NVastewater Treatment Facility - Permit #NC0036269 E Muddy Creek Wastewater Treatment Facility - Permit #NC0081621 TP fac' rmitted flow, MGD Estimated obli a ed flow not yet '.butary to the WWTP facility's actual avg. daily flow,1vIGD Totat flow for this sDecific reuest, MGI) 26.500 WTP, MGD 0.842 Total actual and obli 'rated flows to the facility, MGD Percent of perrnittedflowused 16.150 (60.94% of permit) 0.071 17.063 64,39% Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP. Pump Station (Name or Number) U1Tl Capacity MGD CA) (B) Design Averag Daily Flew " Approx, Current (Firm/p0 ,Av-erage Daily Flaw MGD MGD • Reedy Creek PS I...owe!. Rocky River PS 16..500 37.000 1,360 14,800 9..020 (C) Obligated, Nia YeR Tributary tiT)aily Flow MGD 0.080 0748 (D) = (D+C) Total Curre 13 HOW Plus Obligated How MGD 1 440 9:768 *The Firm Capacity of any pomp station is defined as the maximum .pumped flow that can he achieved with the largest pump taken out ()-1 service, **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor .not less than ***A Planning Assessment Addendum shall beattached for each pump station located between the project connection point, and h& V 'IP Where Available Capacity is < O. (E)=(A-D) Capacity*** MGD Section III. WSACC Certification Statement: 1,, Thomas A.. Bach , certify that, to the best .of my knowledge, the addition of the volume of wastewater to he permitted in this project. has been evaluated along the route from the connection to the interceptor to the receiving wastewater treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream 'pump station in route to the receiving trezitment plant under normal circum.stances. given the implementation of the planned improvements identified in the planning assessment Nvhere applicable, This analysis has been performed in accordance with local established policies and procedures using the hest aailable data. This certification fipplies to those items listed above in Section 1 and Seem:inn plus all attached planning assessmcnt addendurns for which, to the best of iny knowledge, will not adversely affect [he downstream sewer capacity. Signature i' ' s form indica -.'s acceptance of this wastewater flow, , 4/0 VV.SACC's Signing Official Signature Revision Date: OS/DWI 3 WATER & SEWER AUTHORITY OF CABARRUS COUNTY March 12, 2014.. Michael Rose Tovm Manager Town of Harrisburg P.O. Box 100 Harrisburg, NC 28075 Subject: Flow Acceptance Request - Town of Harrisburg Blume North Residential Development Dear Mr. Rose: Office: 232 Davidson H. Concord,. NC 2S327 Box 428 Concord,. NC 28026-0,128 704.786. 783 Fax: 704795.1 564 This is an approval of flow acceptance that was 'received by the Water and Sewer Authority of Cabarrus County (WSACC) for the Town of Harrisburg on March 7, 2014.,WSACC has or will have capacity at the R.ock.y River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the domestic Wastewater from the proposed project entitled Blume North Residential Development located along Hickory Ridge Road just south of the intersection with Rocky River Road in Harrisburg. The, referenced project has a projected wastewater flow of 71,280 gpd. The wastewater generated by this project will be conveyed through the Town of Harrisburg's proposed 8-inch. lines, and then enter WSACC's system at the existing 42-inch Middle Reedy Creek Interceptor located east of the crossing with Hickory Ridge Road. WSACC agrees to accept Wastewater .from the proposed project based on information provided. by Merrick & Company (Civil Engineer for the project) using North Carolina Department. of Environment and. Natural Resources (NCDENR) wastewater flow guidelines. The projected flow is 71,280 gpdk however WSACC expects the actual wastewater flow to more closely approximate 49.500 gpd based .upon Master Plan engineering data.. The WSACC Capital Improvement Program (C1P) has been on pay as you go since Fiscal Year 2005 — 2006 and has funded Capital Projects entirely from Capital Reserves, and expects to continue this policy into the future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing bodies, regulatory approval, and funding availability. At this time there are no scheduled upgrades to WSACC facilities in the current six year CIP that are located downstream of this proposed project. It should be noted that the list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions and needs. Since this proposed sewer connection will be made directly to the existing WSACC 42-inch Middle Reedy Creek Interceptor, WSACC must be notified 48 hours prior to the connection toade. Notifin tic I to be ade to extension 231. If you has any s, p!csc c ((0) 716 cc: I crek Slocum EI/1 rr sbur Robert Tripp, PF/ `IcrTl k&( r Colernan Keeter/WSACC Chad G or:Ca n, PE/ACC Mark Ior ax.` At.( 78.8, as A. Ic' I tllit °2ystems Enginea ark cosr1I omax at ° 7 - 18, rt: Pump Stati ans Pressure ewwer Exfenslons Central Flee: APS Permit Numbs WQ00370 9 Permit Tracking Slip Pr grrrr Category Nun-.1 charge Permit Type Gravity Sewer Extera; Prnrnary ftev rnarcia.adiar Penmtted Flow 71„ dt Facdlt r (fame fllume Development - North oction Addres Owner SWP 31 4/ 014 Status Project Type Active New Project Version Permit Classificati n 1 00 Individual Permit Contact Affitladon rnor nor Region Mooresville County Cabarrus Na sown of Harrisburg Da / vert ri mer Type Government w Mun c'oat Owner Affiliation Martha Melvin PO Box 1 30 iarrisburtt NC 2807 01r Orig issue 3) 4/2014 Apo Received 3d17/2 14 Regulated Activ Subdivision Wastewater atet softentia 6utfall Draft rnit Scheduled issuance Public Issue Effective 3/ 41 014 3/ 41 014 Requested /Received Even Additional information requested Additional information received Ex on Waterbody Name Strearaindax u Current I Subbasln 0 ES OF CHARLO LC 3 E A TON OVAL, SLIME 420 L UU, OH 43219 Y FOUR1If R I EI TY TO rI ORDER NCDFNJ n to p 9 CO CO 0 V co 0 Allocco, Marcia From: Sent: To: Cc: Subject Attachments: Good afternoon Marcia, Bryan Clark <Bryan.Clark@Merrick.com> Wednesday, January 07, 2015 4;14 PM Allocco, Marcia Josh Motes; Robert Tripp Blume North Wastewater FinaN Certification 2014.1028 SS Testing.pdf; Sealed Final SS Certification.pdf Thank you for giving us a call about our submitted wastewater certification, As per our conversation I have attached the final certification with total as -built length and added the associated testing report for your review, if you need anything else please give us a call. Have a wonderful week, 3 M. Clark Merrick & Company 1001 Morehead Square Drive, Suite 530 Charlotte, North Carolina 28203 Direct: 704-81 7-0753 CO: 704-530-0254 in: 704-529-6500 Fax:: 704-522-0882 ERRIOK, 1VMFANV Architecture' Design -Build Surveying j Ge©Spatial Soler Please consider the environment before printing this email„ This transmission, which may contain confidential information, is for the intended recipient only. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please contact the sender and delete the material from your computer and networks- FAST TRACK ENGINEERING CERTIFICAT1ON Permittee: ToWn of Harrisburg Project: Blume Development - North Permit No. VVQ0037019 Issue Date: 03/24/14 Complete and submit this form to the permit issuing regional office with the following: • One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater collection system extension, Final record drawings should be clear on the plans or on digital media (CD or DVD disk) in Of format, Record drawings should indicate the design and the marked up changes during construction. • Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes to the project should be clearly identified on the record drawings or in written summary form, Permit modifications are required for anv channo rasultirm in non-compliance with this permit regulations or minimum deslqn Merle. Modificationhoul b submi d priQr to cerufkation. This project shall not be considered complete nor allowed to operate until the Division has received this Engineers Certification and all required supporting documentation. Therefore. It is highly recommended that this certification be t in a mannermaiiner thatrovide of f cel t b the Division. PERNTITTEE'S CERTIFICATION ()CI- , the undersigned agent for the Permittee, hereby state that this project has n constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted here)! e'eei i ei"e Printed Name, Title ignature 'lel- ENGINEER'S CE LJ Partial Robert E. Tripp , as a duly registere having been authorized to observe (IK periodically, 3111 we for the Permittee hereby state that, to the best of my abiliti of the construction such that the construction was obs€ permit; 15A NCAC 02T; the Division's Gravity Sewer Mi applicable; the Division's Minimum Design Criteria for V- Mains adopted June 1, 2000 as applicable; and other supp North Carolina Professional Engineer's Seal, si2nature, and date: = 23505 i'l<ILk (2-<-1) .C:k OIL a_CA- C-71 t ite e- ' 1:1;-1 Final Ce 11A.„_ of 8" San ----- test resur SE WITH REQUIM The Permittee is responsible for tracking all partial certi wastewater flow made tributary to the wastewater coll Engineer's Certification shall be considered a violation of tt enforcement actions eeee"). CAO SEAL 235O FAST TRALT: ENGINEERING C1i4TJFICAT1ON PennIttee: Town of Harrisburg Project: Blurts) Development - North Permit No. W00037019 Issue Date: 03/24/14 Complete and submit this, form to the permit issuing regional office with the following: • One copy of the project record dravvings (plan & profile views and detail drawings of sewer lines) of the wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (GO or DVD disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction. 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 modifications are required for any chegges resulting in non-compliance with minimum design criteria. Modifications ahould, be submitted odor to certification. This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's Certification and all required supporting documentation. Therefore, it is highly retrontmended that this certification be sent in a manner that provides Proof of receipt by the Division, -PERMITTEE'S boen constructed pursuant to the applicable standards & requirements, the Professional Engineer below has CERTIFICATION the undersigned agent for the Permittee, hereby state that this project has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof. Printed Nam , Title Signature ENGINEER'S ERTIFICATIC/14 Date Robert E. Tripp E Partial Eg Final , as a duly re istered Professional Engineer in the State of North Caroline having been authorized to observe ( periodically, Li weekly, 0 full time) the construction of the subject project for the Permitter) hereby state that to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division'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 materials. Final Certification includes 12,262.11 LF North Carolina Professional Engineer's Seal, signature, and date: 14 of 8" Sanitary Sewer and 66 manholes as indicated in the attached sewer test results SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS Division of Water Resources Water Quality Regional Operations Section Mooresville Regional Office 610 East Center Avenue, Suite 301 " E Mooresville, North Carolina 28115 , The Permittee is responsible for tracking ail partial certifications up until a final certification is ree,eived. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions,