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HomeMy WebLinkAboutWQ0045708_Return Application_20240923MCMM&CREED July 19, 2024 NCDEQ Water Quality Section 3800 Barrett Drive Raleigh, NC 27609 JUL 19 2U14 a lciz I Rcgioaal 0 — RE: Chatham Park Investors LLC North Village Pump Station and Utilities W00044474 Fast Track Sewer System Extension Application Modification To Whom It May Concern: ENGINEERS SURVEYORS P L A N N E R 5 M&C 01561-0018 We respectfully submit this application for a Fast Track Sewer System Extension Application on behalf of Chatham Park Investors LLC for the subject project. The Chatham Park North Village Regional Pump Station & Utilities project installs approximately 4,991 linear feet (LF) of gravity sanitary sewer pipe (82 LF of 18-inch PVC sanitary sewer pipe, 1,961 LF of 12-inch DI sanitary sewer pipe, and 2,948 LF of 12-inch PVC sanitary sewer pipe) and 4,509 LF of 12-inch PVC force main (4,281 LF of PVC sanitary sewer pipe and 228 LF of restrained joint (RJ) DI sanitary sewer pipe). The project is under review for the following permits: Town of Pittsboro Riparian Buffer Authorization, Town of Pittsboro Construction Drawing Approval, NCDOT Three -Party Encroachment Agreement and Chatham County Soil Erosion and Sedimentation Control. Included in this submittal are the following documentation: • Fast Track Application (Form: ETA 06-21), with attached documentation of business registry • Project Narrative • USGS Quad Map and Aerial Map (showing project area and approximate locations of proposed gravity sewer) • Check No. 40829 in the amount of $600.00 Please do not hesitate to contact me should you have any questions or concerns. We appreciate your time and consideration regarding this matter. Sincerely, Venture IV Building M[KIM/&'JCREED, INC. 1730 Varsity Drive Raleigh NC 27606 `l Larry Alewine, P.E. Project Manager 919.233 8091 cc, Fox 919.233.8031 www,mcktmcreed.com Robin Rose, CPI, LLC (electronic) 1 01%1100l8'-.ENC'.40-1'ermit%44-DEA1, DEH, DOT, etc-.WVN Permrts..FrA Documents%I - Cover Letter EorSubmittal ,Joe State of North Carolina Department of Environmental Quality DWR Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's Minimum Design Criteria (Gravity Sewer & Pump StatiOnzjoroC Mains) and that plans, specifications and supporting documents have been prepared in accordance with 15A NCAC 02T. 15A NCAC 02T .0300, Division policies, and good engineering practices. While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design calculations, and project specifications referenced in I5A NCAC 02T .0395 and the applicable minimum design criteria. These documents shall be immediately available upon request by the Division. Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303. Projects not eligible for review via the fast track process (must be submitted for full technical review): ➢ Projects that do not meet any part of the minimum design criteria (MDC) documents; ➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T; ➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps; ➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); ➢ Vacuum sewer systems. General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting documentation. A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents ® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures. Please do not submit engineering design plans with the application unless specifically requested. B. Cover Letter/Narrative Description (Required for All Application Packages): ® List all items included in the application package, as well as a brief description of the requested permitting action. ➢ Be specific as to the system type, number of homes served, flow allocation required, etc. ➢ Include the permit numberistatus of any other required sewer permits (downstream/upstream) D If necessary for clarity, include attachments to the application form. C. Application Fee (All New and Modification Application Packages): ® Submit a check or money order in the amount of S480.00, dated no more than 90 days prior to application submittal. ➢ Payable to North Carolina Department of Environmental Quality (NCDEQ) D. Fast Track Application (Required for All Application Packages, Form FTA 05-21): ® Submit the completed and appropriately executed application. ➢ if necessary for clarity or due to space restrictions, attachments to the application may be made. ® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the North Carolina Secretary of Statc. ❑ If the Applicant Type in Item 1.2 is a partnership or dlbra, enclose a copy of the certificate filed with the Register of Deeds in the county of business. ❑ The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc. ® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina licensed Profcssi anal Enjineer. ® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b}. Per l5A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). INSTRUCTIONS FOR FORM; FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of 3 E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable): NIA ❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility. ➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different. ➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year prior to the application date. ➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a), ➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE. F. Site Maps (All Application Packages): ® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area, including the closest surface waters. ➢ General location of the project components (gravity sewer, pump stations, & force main) ➢ Downstream connection points and permit number (if known) for the receiving sewer ® Include an aerial location map showing general project area (such as street names or latitude/] ongi tude) so that Division staff can easily locate it in the field. G. Existing Permit (Application Packages for Modifications to an Existing Permit): NIA ❑ Submit a copy of the most recently issued existing permit. ❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be added, and/or items to be modified (the application form itself should include only include items to be added/modified). The narrative should also include whether any previously permitted items have been certified. ❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in the final permit. H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station): N/A ❑ Per I5A NCAC 02T .W050110 ), submit documentation of power reliability for pumping stations. ➢ This alternative is only available for average daily flows less than 15,000 gallons per day ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification) 1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities): NIA ❑ Per 15A NCAC 02T .01 151 a]t 1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer extension, or ❑ Provide a letter from the North Carolina Utilities Commission's WatCr and Sewer Division Public Staff stating an application for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval is expected. J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold): NIA ❑ Home/Property Owners' Associations ❑ Per 15A NCAC 02T .01 1�, submit the properly executedOperational Agreement (FORM: HOA1. ❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws. ❑ Developers of lots to be sold ❑ Per 15A NCAC 02T .01 151b.), submit the properly executed Operational Agreement (FORM : DEV). For more information, visit the Division's collection systems nrebsite INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3 THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE: REGIONAL OFFICE ADDRESS COUNTIES SERVED Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee, Water Quality Section Swannanoa, North Carolina 28778-8211 Clay, Graham, Haywood, Henderson, Jackson, (828) 296-4500 Macon, Madison, McDowell, Mitchell, Polk, (828) 299-7043 Fax Rutherford, Swain, Transylvania, Yancey Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke, Water Quality Section Fayetteville, North Carolina 28301-5095 Montgomery, Moore, Robeson, Richmond, (910) 433-3300 Sampson, Scotland (910) 486-0707 Fax Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland, Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan, (704) 663-1699 Stanly, Union (704) 663-6040 Fax Raleigh Regional Office 3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin, Water Quality Section Raleigh, North Carolina 27609 Granville, Halifax, Johnston, Lee, Nash, (919) 791-4200 Northampton, Orange, Person, Vance, Wake, (919) 571-4718 Fax Warren, Wilson Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven, Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde, (252) 946-6481 Jones, Lenoir, Martin, Pamlico, Pasquotank, (252) 975-3716 Fax Perquimans, Pitt, Tyrrell, Washington, Wayne Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Pander (910) 796-7215 (910)350-2004 Fax 450 W. Hanes Mill Road Alamance, Alleghany, Ashe, Caswell, Davidson, Winston-Salem Regional Office Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph, Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes, Yadkin (336) 776-9800 (336) 776-9797 Fax INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3 State of North Carolina Department of Environmental Quality DWR �­ , Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION Application Number: AQo 4 3ok (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Chatham -Park, Investors 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: Robin Rose per I SA NC'AC 02T .0I06tb1 Title: Authorized Agent 4. Applicant's mailing address: 105 Weston Estates Way City: Ca[y State: NC Zip: 27513- JUL 19 2024 5. Applicant's contact information: Phone number: (919) 481-3000 Email Address: robin prestondcvxo, , P II. PROJECT INFORMATION: i . Project name: North Villagc RegionaLL Pump. Station and Utilities 2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project If a modification, provide the existing permit number: WQ0044474 and issued date: July 28, 2023, For modifications, also attach a detailed narrative description as described in Item G of the checklist. If new construction, but part of a master plan, provide the existing permit number: WQ00: 3. County where project is located: Chatham 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6962' Longitude:-79,1615 5. Parcel 1D (if applicable): AKPAR: 71493, 7474, 69490, 74820 (or Parcel ID to closest downstream sewer) Ill. CONSULTANT INFORMATION: 1. Professional Engineer: Lawrence Alewine License Number: 049959 Firm: McKim & Creed Mailing address: 4300 Edwards Mill Road Suite 200 City: Raleieh State: NC Zip: 27612-3757 Phone number: (919) 233-8091 Email Address: Ialewine(@mckimcreed.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: O c oo 2A7 14-f 1. Facility Name: City of Sanford Big Buffalo Water Reclamation Facility Permit Number: NC0021147 Owner Name: TriRiver Water V. RECEIVING DOWNSTREAM SEWER INFORMATION: 1. Permit Number(s): WQ0040741 2. Downstream (Receiving) Sewer Information: 16 inch ® Gravity ❑ Force Main 3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146 Owner Name(s): TriRiver Water FORM: FTA 06-21 Page I of 5 VI. GENERAL REQUIREMENTS I. 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 Dcvcloncr 1 QpgrptionalAgmement I FORM: DEV} been attached? ❑ Yes ❑ No ® NIA 3. If the Applicant is a Home/Property Owners' Association, has an HOA..POA Operational A rcemen ORM: HOA) and supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached? ❑ Yes ❑ No ® N/A 4. Origin of wastewater: (check all that apply): ❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential (Leased) ❑ Retail with food preparation.+service ❑ Hotel and/or Motels ❑ School / preschool 1 day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool/Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: % Domestic % Commercial _. %' Industrial (Scc 15A NCA� 02T ,01.03I20)) If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No 6. Has a flow reduction been approved under 15A NCAC 02T .01 14I ? ❑ Yes ❑ No ➢ If yes, provide a copy of flow reduction approval letter with this application 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(f)) Daily Design Flow'.b No. of Units Flow gall GPD gall GPD gal/ GPD gall GPD gall GPD gal? GPD Total GPD a See 15A N(:A(: 02T _01 14(b), (d), 461_1) and_(ek2) 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in O.S. A2A-4). b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 0 GPD (per I SA NCAC 02T _0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, please indicate why: ® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line. Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow. ❑ Flow has already been allocated in Permit Number: Issuance Date: ❑ Rehabilitation or replacement of existing sewers with no new flow expected ❑ Other (Explain): FORM: FTA 06-21 Page 2 of 5 VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 402T.0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) 18 Length (feet) 82 Material PVC 12 1,961 DIP 12 2,948 PVC ➢ Section Il & 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 requirements is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Pump StationsfForce Mains): NIA PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: North Village Regional Pump Station 2. Approximate Coordinates (Decimal Degrees): Latitude: 35,7374 Longitude:-79.1423 3. Total number of pumps at the pump station: 2 3. Design flow of the pump station: 1.19 millions gallons per day (firm capacity) ➢ This should reflect the total GPM for the pump station with the largest pump out of service. 4. Operational point(s) per pump(s): 828 gallons per minute (GPM) at 219 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 12 4,281 PVC 12 228 DIP If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per MDCPSFM Section 2.01C. Lb, ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) 6. Power reliability in accordance with I SA NAC 02T ,0305(h)i I ): ® Standby power source or ❑ Standby pump ➢ Must have 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 and may not be portable Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C): ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - or ❑ Portable pumping unit with plugged emergency pump connection and telemetry: ➢ Include documentation that the portable source is owned or contracted by the applicant 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 as part of this permit application in the case of a multiple station power outage. FORM: FTA 06-21 Page 3 of 5 IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separationslaltematives found in I SA, NCAC 02T .03051f) & ? ® Yes []No 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems: Setback Parameter* Separation Required Storm sewers and other utilities not listed below (vertical) 18 inches Water mains (vertical - water over sewer preferred, 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-1 waters of Class I or Class II impounded reservoirs used as a source of drinking water, and associated wetlands. 100 feet !� 50 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 associated with these waters (see item IX.2) **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches, as well as wetlands associated with these waters or classified as WL. 10 feet Any building foundation (horizontal) 5 feet Any basement (horizontal) 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade (vertical) 36 inches ➢ If noncompliance with 02T.0305(n or t&l_ see Section X.I of this application * I SA NCAC 02T.0305Ig1 contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes" above if these alternatives are used and provide narrative information to explain. **Stream classifications can be identified using the Division's NC Surface Water Classifications wcage 2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No ® N;'A ➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document, signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule. 3. Does the project comply with separation requirements for wetlands? [:]Yes [-]No ® N.-'A ➢ Please provide supplementary information identifying the areas of non-conformance. ➢ Seethe Division's draft sgparation requirements for situations where separation cannot be met. ➢ No variance is required if the alternative design criteria specified is utilized in design and construction. 4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Caoe Fear ❑ No If yes, does the project comply with setbacks found in the river basin rules per I SA NCAC 0213,0200? ® Yes ❑ No ➢ This includes Trout Buffered Streams per 15A NCAC 2D.0202 5. Does the project require coverage/authorization under a 404 Nationwide?individual permits ® Yes ❑ No or 401 Water Quality Certifications? ➢ Please provide the permit numberipermitting status in the cover letter if coverage. -authorization is required. 6. Does project comply with 15A NCAC 02T.0I051 rli 6) (additional permits::certifications)? ® Yes ❑ No Per.15,A NIQ6C.02T.01 93(c)161, directly related environmental permits or certification applications must be 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.). 7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters, siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer. Siphons and sewers suspended through interference/conflict boxes require a variance approval. ➢ 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 permittee's individual System -Wide Collection permit. FORM: FTA 06-21 Page 4 of 5 X. CERTIFICATIONS: I. Does the submitted system comply with 11A_KA(_QH- the gc 4rt.Cftris for the Pcrrnntine of tlipp..Smiops and ' gns julcm version), and the i r aa', ky � Minimom l7csiyemiostl' as applicable? ® Yes ❑ No If no, for projects requiring a single variance, complete and submit the Variance?AItem ative Design Request application (VADC 10-14) and supporting documents for review to the Central Office. Apttroval of the request will be Issued concurrently with the approval of the permit, and vrolects requiring a variance approval may be suhlectto longer revie times. For proiects re-quiring two more variances or where the variance is determined by the Division to be a significant Portion of the PmLeel,the full technical review is re uired. 2. Professional Engineer's Certification: L Lawrence Alewine attest that this application for North Village Regional bmR Station and Utilities (Professional Engineer's name from Application Item 111.1.) (Project Name from Apphcadon Item 11.1) has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Migi.mufn Dcsisoi vily Sqwcrs, and the MiflWtan Dcsjgn Cu i4hr thc.i'ao lmli Pcrmitli ng or routati s ai I t r ivg}. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and haveJudged it to be consistent with the proposed design. NOTE - In accordance with General Statutes 143-215.6A and 143 215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed S 10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701) North Carolina Professional Engineer's seal, signature, and date: ; `�(1� CAigO�',�, �OQ�FirSSlp4i ti9, PA NCEA��.`'� 3. Applicant's Certification per 15A NCAC 02T .0106(b): attest that this application for North.Yillane RcSiQnal_Pump Station & Utilities (S'rgnaourc Authority Name from Application Item 1.3.) (Pro:cct Name from Application Item 11.1) attest that this application 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. I understand that any discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated- I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE In accordance with General Statutes 143-213.6A and 143-215.61#, 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 510,000 as well as civil penalties up to $25,000 per violation. Signature; �� Date: , - -24 FORM: FTA 06-21 Page 5 of 5 DESIGN NARRATIVE FOR FAST TRACK SANITARY SEWER PERMIT Chatham Park Investors LLC North Village Regional Pump Station and Utilities 105 Weston Estates Way Cary, NC 27513 M&C Project # 01561-0018 July 2024 Prepared by: 0$ MCIQM&CREED ENGINffpS SElMYOPS PIANNFR) Lawrence Alewine, PE McKim & Creed, Inc. 4300 Edwards Mill [toad, Suite 200, Raleigh, NC 27612 P: 919-233-8091 DESIGN NARRATIVE 1.0 PROJECT DESCRIPTION The North Village Regional Pump Station project installs one (1) regional pump station along with approximately 4,991 linear feet (LF) of gravity sanitary sewer pipe (82 LF of 18-inch PVC sanitary sewer pipe, 1,961 LF of 12-inch DI sanitary sewer pipe, and 2,948 LF of 12-inch PVC sanitary sewer pipe) and 4,509 LF of 12-inch PVC force main (4,281 LF of PVC sanitary sewer pipe and 228 LF of restrained joint (RJ) DI sanitary sewer pipe). The project will serve future developments within the Chatham Park North Village area. The site lies to the east of US 64 and south of Country Routt Brown Road. 2.0 EXISTING SYSTEM The proposed force main will manifold into a 12" force main currently under construction (WQ0044474). The force main will then tie-in to the existing Section 5.2 gravity interceptor, which is a 16" inch sewer main. This downstream receiving sewer is permitted under WQ0040741. 3.0 PROPOSED ADDITIONS The proposed construction will add approximately 82 linear feet of 18-inch PVC gravity sanitary sewer, 1,961 linear feet of 12-inch DI sanitary sewer pipe, 2,948 Iinear feet of 12-inch PVC sanitary sewer pipe, 4,281 linear feet of 12-inch PVC force main linear feet, and 228 linear feet of restrained joint DI sanitary sewer pipe. The project will also construct 30 manholes and one (1) pump station with three pumps, one being for backup/redundancy and two operating in parallel at final buildout conditions. In the interim condition the station will operate with two pumps in series. The third pump shall be installed at a later date once the project is in or near final buildout conditions. The project does not include the permitting of new sanitary sewer flows. Other consultants will provide permits for the new flows in future projects for the development. SOSI D: 2792476 Date Filed: 2/19/2024 11:35:00 AM State of North Carolina Elaine F. Marshall Department of the Secretary of State North Carolina Secretary of State C2024 046 04837 APPLICATION FOR CERTIFICATE OF AUTHORITY FOR LIMITED LIABILITY COMPANY Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following: I. The name of the limited liability company is DMB DEVELOPMENT LLC and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited liability company wishes to use is 2. The state or country under whose laws the limited liability company was formed is DE, United States 3. Principal office information: (Select either a or b) a. (] The limited liability company has a principal office. The principal office telephone number: (480) 367-2600 The street address and county of the principal office of the limited liability company is: Number and Street:7600 E Doubletree Ranch Road, Suite 250 City: Scottsdale _ State:AZ Zip Code:85258-2136 County: Maricopa The mailing address, if different from the street address, of the principal office of the corporation is: Number and Street: City; State: Zip Code: County: _ b. ❑ The limited liability company does not have a principal office. 4. The name of the registered agent in the State of North Carolina is: Capitol Corporate Services, Inc. 5. The street address and county of the registered agent's office in the State of North Carolina is: Number and Street:176 Mine Lake CT Ste 100 City; Raleigh State: NC Zip Code:27615 _ County: Wake 6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North Carolina is: Number and Street:176 Mine Lake CT Ste 100 City:Ralcigh State: NC Zip Code:27615 County: Wake BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622 (Revised July 2017) (Form L-09) APPLICATION FOR CERTIFICATE OF AUTHORITY Page 2 7. The names, titles, and usual business addresses of the current company officials of the limited liability company are: (use attachment if necessary) (This document must be signed by a person listed in item 7.) Name Nickolas A. Taratsas Title Member /Executive Officer James C. Hoselton Member /Executive Officer Mary S. Alexander Business Address 7600 E Doubletree Ranch Road, Suite 250 Scottsdale AZ, 85258-2136 United States 7600 E Doubletree Ranch Road, Suite 250 Scottsdale AZ, 85258-2136 United States Member !General 7600 E Doubletree Ranch Road, Suite 250 Scottsdale Counsel/Executive AZ, 85258-2136 United States 8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be less than six months old. A photocopy of the certification cannot be aecepted. 9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the resolution of its managers adopting the fictitious name is attached. 10. (Optional): Please provide a business e-mail address: Privacy Redaction The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered, please see the instructions for this document. 11. This application will be effective upon filing, unless a delayed date andior time is specified: This the 15th day of _.. _ February 2024 DMB DEVELOPMENT LLC Name of Limited Liability Company Mari S. Alexander Signature of Company Official Mary S. Alexander Member Type or Print Name and Title Notes: 1. Filing fee is $250. This document must be filed with the Secretary of State. BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622 (Revised July 2017) (Form L 09) (Continued) Additional Officers/officials - DMB DEVELOPMENT LLC James C. Hoselton - Member Signature: James C. Hoselton Address: 7600 E Doubletree Ranch Road- Suite 250 Scottsdale AZ, 85258-21.36 United States Mary. S. Alexander - Member Signature: Mary S. Alexander Address: 7600 E Doubletree Ranch Road, Suite 250 Scottsdale AZ,.85258-2136 United States Andrew S. Beams - Member Signature: Andrew S. Beams Address: 7600 E Doubletree Ranch Road, .Suite 250 Scottsdale AZ, 85258-2 l 36 United States Brent E. Herrington - Member Signature: Brent E. Herrington Address: 7600 E Doubletree Ranch Road Suite 250 Scottsdale AZ 85258-2136 United States Delaware Page 1 The First State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY "DIYB DEVELOPMENT LLC" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND .IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF THE FOURTEENTH DAY OF FEBRUARY, A.D. 2024. AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "DRB DEVELOPMENT LLC" WAS FORMED ON THE FIRST DAY OF DUNE, A.D. 2016. AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN PAID TO DATE. 6057697 8300 y o.''iaF�n sp•F 5R# 20240510806 -"'"'A- You may verify this certificate online at corp.delaware.gov/authver.shtmi r1rey W. d1dW%F.SrpN4ry d WW Authentication: 202813215 Date: 02-14-24 -< z 5R 0 0 O CV) 1,' k; rt m 0 O i m +� 1 a-- O cc C O v as P° +-+ M • LU IT O N N x- O O Q1 v McIQM&CREED V 1730 VARSITY DRIVE, SUITE 500, RALEIGH, NC 27606 TEL (919) 233-8091 • FAX (919) 233-8031 ADDRESS: NC DEQ Water Quality Section Raleigh Regional Office 3800 Barrett Drive Raleigh. NC 27609 ATTENTION: LETTER OF TRANSMITTAL DATE: July 19, 2024 PROJECT #: 01561-0018 TASK #: PERMIT RE: North Village Regional Pump Station and Utilities TRANSMITTAL #: 1 PAGE 1 OF 1 WE ARE SENDING: ❑✓ Originals ❑✓ Prints ❑ Shop Drawings ❑ Samples ❑ Specifications [I Calculations ❑✓ Other - Check Quantity Drawing No. Rev. Description Status 2 Fast Track Sewer Application G 2 USGS Map C 2 Project Narrative C 2 Flow Reduction Letter VIOZ 6 I ]Ar C 2 Cover Letter C I Check No. 40829 ($600.00) (? C Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid E. Construction F. For Review & Comments G. For Approval H. See Remarks Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other 4. Amend & Resubmit 5. Rejected - See Remarks REMARKS: This is the first submittal for a FTA permit for the North Village Regional Pump Station & Utilities project. Please let me know if you have any questions. ccl McKIM & CREED, INC. Signed Larry Aiewine, PE Wilson, Susan A From: Wilson, Susan A Sent: Monday, September 23, 2024 11:19 AM To: Larry Alewine; Amanda Privette Cc: robin@prestondev.com Subject: RE: Fast Track Sewer Extension Application: North Village Pump Station and Utilitites WQ0045708 APPLICATION RETURN: North Village Regional Pump Station and Utilities (WQ0045708) Based on my conversation with Amanda this morning, DWR understands that the project is likely to undergo re- design. When you have obtained the requested information and/or the re -design information that is needed to make the application package complete, return it with a new application and fee for review [see httr)s://www.dea.nc.aov/about/divisions/water-resources/permitting/municipal-nr)des-pretreatment-and- co[lection-system/collection-systems/sewer-extension-permitting for the most up to date information and application]. Please be advised that construction and/or operation of wastewater collection system without a valid permit or uncertified is a violation of North Carolina General Statute §143-215.1 and may subject the owner/operator to appropriate enforcement actions in accordance with North Carolina General Statute §143-215.6A-6C. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required by North Carolina General Statute §143-215.1. If you have any questions or comments concerning the resubmittal, please contact me via this e-mail or direct line (919) 791-4240. From: Wilson, Susan A Sent: Monday, September 23, 2024 9:59 AM To: Larry Alewine <LAlewine@mckimcreed.com>; Amanda Privette <APrivette@mckimcreed.com> Cc: robin@prestondev.com Subject: RE: Fast Track Sewer Extension Application: North Village Pump Station and Utilitites WQ0045708 Hi Larry and Amanda — have not seen a response to this yet and it's past the 30 day deadline. Could y'all let me know what is happening with this? (hopefully I have not missed something that's come in). Thanks much. From: Wilson, Susan A Sent: Monday, August 19, 2024 12:29 PM To: Larry Alewine <LAlewine@mckimcreed.com>; Amanda Privette <APrivette@mckimcreed.com> Cc: robin@prestondev.com Subject: Fast Track Sewer Extension Application: North Village Pump Station and Utilitites WQ0045708 Larry/Amanda: I've given this application a review and just have the following comments/questions: 1. As we agreed- because this is new infrastructure - DWR has assigned this anew permit number (rather than modifying another permit). This might make things easier to track (and as indicated above, WQ0045708 will be the new permit number for this project). 2. 1 was able to find the signature authority for Robin Rose from another project - I've attached it. If it's OK with everyone - I will include this as part of the submitted application. There was some information regarding DMB Development LLC submitted with this application. I'm not sure why? We do have Chatham Park Investors LLC listed as a NC registered entity - so I believe we have all the information we need on it. Maybe DMB was meant for another project/application? I'm not sure how these relate otherwise. 4. Part IV. 1. Regarding the permit number- that should be NCO024147 (and I will correct this on the application if that's OK with folks). 5. Part IX.2. -would you explain why that is indicated as N/A? It's somewhat rare. 6. Part IX.S. -would you provide a reference number for that 401/404? Please provide the above information within 30 days. If additional information/corrected application is not received within 30 days, your application will be returned, and you will need to resubmit along with the fee (ref. 15A NCAC 02T.0107(e)(2)]. Thanks much. Let me know if you have any questions. Respectfully, Susan Wilson Environmental Engineer (Part Time, Temporary) Water Quality Regional Operations - Raleigh Regional Office NC Department of Environmental Quality Office: 919-791-4240