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HomeMy WebLinkAboutWQ0040749_Application (FTSE)_20190401Fast Track Sewer Extension Cover Letter Project: David Morris Sewer Service i84uoaTrvi c 9degimr,l C'FiYCc Mecklenburg County City of Charlotte, NC f A;, � ,) r t) J Project#: NCC162120 ,,,.r,OE r Date: March 27, 2019 .?.._...,... _ a:Liao V2tcr "a,pcay As part of the Fast Track Sewer Application for Ga`i@way University Apartments, i s required that a Cover Letter accompany the application. This project will include the extension of an 8" main to serve parcels located off Independence Blvd in Charlotte, NC. This package includes the information listed below in order to permit the project described above for a public sewer main extension. • Sewer FTA/FTSE Applications • Application Fee ($480) • Sewer Extension Plans (2 Hard Copies, 1 Digital) • Vicinity Maps • Flow Tracking Form • Capacity Assurance Approval Letter N,IAR 2 8 ?019 Please feel free to contact this office at 980-272-3400 if you have any questions or need further clarifications. ' Professional Engineer: Steve Farmartino, PE BOHLER ENGINEERING NC, PLLC 1927 South Tryon Street Suite 310, Charlotte, NC 28203 Professional Engineering Services Telephone: (980)272-3400 Fax: (980)272-3401 LETTER OF TRANSMITTAL VIA: FedEx TO: NCDEQ RE: David Morris Sewer Service Public Water Supply Section Submittal for Approval - Sewer 610 East Center Avenue, Suite 301 Mooresville, NC 28115 ATTN: Christyn L. Fertenbaugh DATE: March 27, 2019 JOB NO: NCC162120 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order COPIES 2 Application 1 Checklist 1 Cover Letter 1 Application Fee ($480) 1 Sewer Extension Form 2 Plans 1 Digital Copy 1 Capacity Assurance Approval Letter These Are Transmitted: ® For approval [--]For your use ❑ For review and comment ❑Approved as submitted ❑ Returned for corrections t1+ge H2cgeunai etpitc, MAR\ t0 2019 Pubue phatcr ®As requested ❑Approved as noted If you have any questions or require additional information, please do not hesitate to contact this office at (980) 272-3400. COPY TO: SIGNED: Steve Farmartino, P.E. Project Engineer State of North Carolina Department of Environmental Quality Division of Water Resources DWIR's, ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION D[v[sion of Water Resources ^ FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: �/\( 00 'Q� (tobe completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Eastside Connections JV, LLC (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County ❑ Municipal ❑ Other 3. Signature authority's name: Francis B. Teague III per 15A NCAC 021 .0106(b) Title: Manager 4. Applicant's mailing address: 6101 Carnegie Blvd City: Charlotte State: NC Zip: 28209-_ MAR 2t02019 5. Applicant's contact information: ; Phone number: (704) 945-8000 Email Address: doleksynasuncapng.com II. PROJECT INFORMATION: 1. Project name: David Morris Sewer Service 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: W000_ and issued date: If new construction but part of a master plan, provide the existing permit number: WQ00_ 3. County where project is located: Mecklenburg 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.185°Longitude: -80.7590 5. Parcel ID (if applicable): 16303226 16303225 16303249 16303248 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Steve Farmartino, PE License Number: 047366 Firm: Bohler Entrineering NC PLLC Mailing address: 1927 S Tryon St. Suite 310 City: Charlotte State: NC Zip: 28203 Phone number: (980) 272-3400 Email Address: sfannartino(u)bohlereng_pom IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: McAlpine Creek Irwin Creek, Sugar Creek Owner Name: Charlotte Permit Number:NC0024970 NC0024945 NCO024937 V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ Downstream (Receiving) Sewer Size; inch 5)stem W_,i 1e Ci)11_ection System Permit Ntunber(s) f if ap Rlil cable): WQCS_ Owner Name(s): FORM: FTA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes [:]No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM DEVj, been attached? [--]Yes ❑No ®N/A 3. If the Applicant is a been attached? ❑ Yes ❑No ®N/A 4. Origin of wastewater; (check all that apply): ❑ Residential Owned ® Retail (stores, centers, malls) ® Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature ofwastewater: % Domestic/Commercial 100 % Commercial _ % Industrial (See 15A NCAC 02T .0103(20j) L---->Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 021'.0114(1 ? ❑ Yes ❑ No ➢ If yes provide a cony of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(ti) Daily Design Flow °,b No. of Units Flow Car Wash Bay 1,200 gal/bay 1 1,200 GPD General Buisness with 30 Employees 25 gal/employee 30 750 GPD Retail 100 gal/1,000 sf 4,400 440 GPD gal/ GPD gal/ GPD gal/ GPD Total 2,390 GPD a See 15A NCAC 02T .0114(bl. fdl. (e) I and (c)f2j for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA NCAC 02T 01141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 2 390 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC )Gravity Sewers): I. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8" 185PVC ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. POMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump, Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT I. Pump station number or name: _ 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: 3. Design flow of the pump station: _ millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6. Power reliability in accordance with 15A NCAC 02T .0305(h))(1): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).* ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T .0305(h)(1)(C): ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305t I} a 1 J ® Yes ❑ No ➢ 15A NCAC 02T.03051 fl contains minimum aenaratinne that chott 6� Rrn,dd>d F . �o„,e. ......«e.,..,. Setback Parameter* Separation Required Storm sewers and other utilities not listed below (vertical) 24 inches Water mains vertical -water over sewer including in benched trenches) 18 inches Water mains horizontal 10 feet Reclaimed water lines vertical - reclaimed over sewer 18 inches Reclaimed water lines (horizontal - reclaimed over sewer 2 feet **Any private or public water supply source, including any wells, WS-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet **Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide elevation) and wetlands (see item IX.2) 50 feet **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Any building foundation 5 feet Any basement 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Draina>e systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade vertical 36 inches ➢ 15A NCAC 02T 0305(u) contains alternatives where separations in 02T.0305(o cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee ➢ If noncompliance with 02T.0305(f or (a). see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N/A ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No individual permits or 401 Water Quality Certifications? ➢ Intormation can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ® No Per l5ANCAC.02T.0195Lc(J, directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per 15A NCAC 02TA402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. ❑ Yes ® No ❑ N/A ➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X, CERTIFICATIONS: 1. Does the submitted system comply with ISA NCAC 02T, the Minimum Desian Criteria for the Pon and Force Mains (latest yereion)and the Gravity Sewer Mimmum esigg Criteria (latest version) as ® Yes ❑ No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. Approval of the request is required nrinr to submittal of the Fast Track AnnitcatiIII end sunnortin documents 2. Professional Engineer's Certification: (Milo name from Application Item that this application for has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in, any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, and date: 3. Applicant's Certification per 15A NCAC 02T .0106(b): hiA14 =t3, _ attest that this application for (Signature Authority's name k title from Appli ation Item 1.3.) 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, 1 understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143- 15.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: Date: 3 / (y l�r'il Gj FORM: FTA 04-16 Page 5 of 5 CHARLOTTE W TER February 25, 2019 Mr. Steve R. Farmartino Bohler Engineering, NC, PLLC 1927 South Tryon Street Suite 310 Charlotte, NC 28203 SUBJECT: WATER AND SEWER FLOW ACCEPTANCE MORRIS PROPERTY SEWER SERVICE 5320 EAST INDEPENDENCE BOULEVARD, CHARLOTTE, NC CLTWATER TRACKING# 20191171 After an analysis of the sanitary sewer associated with the proposed design of project, 20191171, MORRIS PROPERTY SEWER SERVICE, it was determined that there is sufficient capacity to accommodate the proposed sewer flow of 2,390 per day (4,400 sf x 100 gat/1,000 sf; 30 emp/shift x 25 gal/emp/shift; 1 carwash bay x 1,200 gpd/bay) at the connection point(s) indicated on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the existing capacity of the designated publicly owned treatments works. Please see attached NCDEQ-FTSE form. Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow. The applicant should understand that due to the involvement of other agencies and continuing growth of the water system, the ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis. The applicant should understand that this letter is not authorization to construct or extend private water or sewer systems, as the appropriate local or State permits are required prior to construction. have not been received within two (2) years of issuance of this flow acceptance letter, this flow acceptance approval shall be rescinded and a new flow acceptance request must be made. If you have any questions, please do not hesitate to contact me at (704) 432-5801. Sincerely, Guillermo Anzola Engineering Assistant Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org t& operated by the City of Charlotte State of North Carolina Department of Environmental Quality itiizrst ruf rJV.rter Besoxuc Entity Requesting Allocation: Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Bohler Engineering, NC, PLLC Project Name for which flow is being requested: Morris Property Sewer Service (Commerical) More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek b. WWTP Facility Permit #: Nc0024970, NCo024945, N00024937 c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow All flows are in MGD 99.0 13.23 IE f. Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used 0.00239 82.491 83.3% 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: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Pump Average Approx. Not Yet Total Current Station Station Firm Daily Flow** Current Tributary Flow Plus (Name or Permit Capacity, * (Firm / p fl, Avg. Daily Daily Flow, Obligated Available Number) No. MGD MGD Flow, MGD MGD Flow Capacity*** * The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. ** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. *** A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is < 0. Downstream Facility Name (Sewer): US-74 Independence Boulevard Downstream Permit Number: Unknown Page 1 of 6 FTSE 10-18 III. Certification Statement: I Keri Cantrell certify to the best of my knowledge that 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, given the implementation of the planned improvements identified in the planning assessment where applicable. 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 II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form certifies that the receiving collection system or treatment works has adequate capacity to transport and treat the proposed new wastewater. Signing Official Signature Chief Engineer Title of Signing Of 3/22/2019 Date Page 2 of 6 FTSE 10-18 North Carolina Secretary of State Search Results Page 1 of 1 • File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form Limited Liability Company Legal Name Eastside Connections JV, LLC Information Sosld: 1549325 Status: Current -Active Annual Report Status: Current Citizenship: ;Domestic Date Formed: 10/12/2016 Registered Agent: McNaughton, J. Flint Addresses Mailing 6101 Carnegie Blvd Ste 180 Charlotte, 'NC 28209-4609 Reg Mailing 6101 Carnegie Blvd Ste 180 Charlotte, NC 28209-4609 Company Officials Principal Office 6101 Carnegie Blvd Ste 180 Charlotte, NC 28209-4609 Reg Office 6101 Carnegie Blvd Ste 180 Charlotte, NC 28209-4609 All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. Manager Eastside SC Management, LLC 6101 Carnegie Blvd, Suite 180 Charlotte NC 28209 https://www.sosne.gov/online_services/searclVBusiness_Registration Results 3/28/2019