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HomeMy WebLinkAboutWQ0045041_Application (FTSE)_20240308I State of North Carolina DWR Department of Environmental Quality Division of Water Resources FAST TRACT: SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION Application Number. WQ0045041 M, b_o „ upl,t,d by DWR) Application received on January 02, 2024 All items must be completed or the application still be returned I. APPLICANT INFORMATION: I. Applicant's name: Cary Hotel Inc. (company, municipality, HOA, utilit), etc,) 2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State,County ❑ Municipal ❑ Other 3. Signature authority's name: Navan C. Patel per 15A NC'AC 02T .01" Title: President 4. Applicant's mailing address: 711 Gallimore Dairy Road City: High Point State: NC Zip: 27265-9218 5. Applicant's contact information: Phone number: (2_U9 225-7744 Email Address: nayancn(@,PmaJ.com 11. PROJECT INFORMATION: L Project name: AC Hotel 2. Application/Project status: ® Proposed (New Permit) ❑ Exi�&ng Permit/Project If a modification, provide the existing permit number: WQ00— and issued date: 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: \N Q00 3. County where project is located: Wake 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.843256 Longitude.-78.889653 Parcel ID (if applicable): 0736216786 (or Parcel ID to closest downstream sewer) M. CONSULTANT INFORMATION: 1. Professional Engineer: Bart J. McClain License Number: 21117 Firm: William G. Daniel & Associates PA Mailing address: 1150 SE Maynard Road Suite 260 City: Cart, State: NC Zip: 27511-� Phone number: (219) 467-9708 Email Address: bmcciainnwmgda.com IV. WASTEWATER TREATMENT FACILITY (1V\VTF) INFORMATION: I. Facility Name: W«'RWRF Pennit Number: NC0088846 Name: Town of Cary NVWRWRF — Western Wake Regional N1 ater Reclamation Facility V. RECEIVING DOWNSTREAM SEWER INFORMATION: I. Permit Number(s): WQ 0003029 2. Downstream (Receiving) Sewer Information: 8 inch Gravity O Force Main 3. System Wide Collection System Permit Numbers) (if applicable): 11'QCS. 00013 Owner Name(s): Town of Cary FORM: FTA 10-23 Page I 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? El Yes ❑No 0N.A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? ❑Yes []No ®NA 3. If the Applicant is a Home/Property ONNners' Association, has an HQ.kPOA Operational Agreement (FORM: I10A) and supplementary documentation as required by 15A NCAC 02T.0115(c) been attached? El Yes [I No ®N:A 4. Origin of wastewater: (check all that apply): ❑ Residential (Individually O�%ned) ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential (Leased) ❑ Retail ►Kith food preparation -service ® Hotel and. or Motels ❑ School preschool - day care ❑ Medical dental veterinary facilities ❑ Swimming Pool Clubhouse ❑ Food and drink facilities ❑ Church ElBusinesses : offices factories Swimming Pool. Filter Backwash ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater : 100 oo Domestic "o Commercial % Industrial (see I5A NCAC 02 T ,0103(20}) If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No ➢ If►'es. orocide a cony of flo►v reduction annroval letter with this application 7. Summarize wastewater generated by project. Establishment Type (see 02T.0114(f)) Daily, Design Flow 8,b No. of Units Flow Hotel (144 Rooms w/out in room cooking) 0.12 gaI/sf 94650 11358 GPD (Building is 94„650 sfand per Town of gall GPD Cary flow rates within Sewer Spec's gal/ GPD 0.12 gpd/sq. ft bldg. space was used.) gal/ GPD gal/ GPD gal/ GPD Total 11358 GPD a See 15A NCAC02T .01141-- , ), UYJ1 and (e}(2) for caveats to wastewater design flow rates (i.e. 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 .0I 14(c), design flow rates for establishments not identified [in table 17A NCAC 02T.0114) shall be determined using available flaw data, water using fixtures, occupancy or operation patterns, and other measured data. 11 astewater generated by project: 11358. GPD (per 15A NCAC 02 i' .0114 and G.S. 143-215.1) ➢ Do not include future flows or previously permitted allocations If permitted flo►► is zero, please indicate ►ih): ❑ Pump Station: Force Alain 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 floe expected ❑ Other (Explain): FORM: FTA 10-23 Page 2 of 5 VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravi(y Sewers); 1. Summarize gravity sewer to be permitted: ➢ Section II & III of the AIDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section 111 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 VI II. PUNIP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Pump Stations/Force Mains): PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: AC Hotel Pump Station 2. Approximate Coordinates (Decimal Degrees): Latitude: 35.843256 Longitude:-78.889653 3. Total number of pumps at the pump station: 2 3. Design flow of the pump station: .0011358 millions gallons per day (firm capacity) ➢ This should reflect the total GP%f for the pump station with the largest pump out of service. 4. Operational point(s) per pump(s): 135 gallons per minute (GP%) at 70 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): FS'ze (inches) Length (feet) Material T--._�._--- 1 3 1 556 1 Sch. 80 PVC If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per N,IDCPSFN,f Section 2.01C.I.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) Power reliability in accordance with 15A_NCAt.' 02T .0305(h}: ® Standby power source or ❑ Sumdby 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 «ith manual activation, quid. -connection receptacle and telemetry - or ❑ Portable pumping unit with plagged emergency pump connection and telemetry: ➢ Include documentation that the portable source is on ned or contracted by the applicant and is compatible w ith 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 pow er source or pump, including travel timeframes, shall be provided as part of this permit application in the case of a multiple station power outage. FORA: FTA 10-23 Page 3 of 5 Ix. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(Q): I. Does the project comply with a]I separations/alternatives found in ISA_'+ICACQ?T .0305(fl & (}? ® Yes ❑ No 15A NCAC 02T.0305(f) contains minimum gennrntinne that eh�n h, ­.,:,to.t f Setback Parameter* �y 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 2Water 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 Il impounded reservoirs used as a source of drinking water, and associated wetlands. 100 feet **Waters classified WS (except WS-I or «'S-V), B, SA, ORMI, HQW, or SB from normal high water (or tide elevation) and wetlands associated with these waters (see item IX.2) 50 feet **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(i) or (s). see Section X.l of this application * 15A NCAC 02T,0305(el contains alternatives where separations in 021".03050) 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 w, ftaee 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 identif} ing the areas of non-conformance. ➢ Seethe Division's draft sep ration reguiremcnts for situations Ni here 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: Cape Fear ❑ No If yes, does the project comply with setbacks found in the river basin riles per 15A NCAC 02B .0200? ® Yes ❑ No ➢ This includes Trout Buffered Streams per 15A N('AC 2B.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 number permitting status in the cover letter if coverage�authorization is required. 6. Does project comply with i5A N('AC 02TA) I05(C,]j6) (additional permits certifications)? ® Yes ❑ No Per 15A N('�LC`02T.0�$ic�(6} direct)}' 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, stormw ater management plans, etc.). 7. Does this project include any sewer collection lines that are deemed "high -priority?'' ❑ Yes ®No Per j 5A N(.'AC 02T.0402, "high -priority sewer" means any aerial sexier, sexier contacting surface xiaters, siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sexier. 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, nktterial, and location). High priority lines shall be inspected b► 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 10-23 Page 4 of 5 \. C'ERIIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the it u 514111205 and Force Mains (latest version). and the Gravity Scv,er Minimum Design a flalest xcr5ion) as applicable? ® Yec ❑ No If no, for projects requiring a single variance, complete and submit the Vanance/Altcmairve Design Request application (VADC 10-14) and supporting document► for rer.tew to the Central Office Apgroval of The reguest will be issugd concurreoilly wi it Ilic a t iroval of theriermit. and Prolvdi reguiring a variance approval m2i he stih'ect to lon -ler reviess limes. ror proitcls remilring 1,Ao or rare ~aria ces o where the variance is determined b► the Division to he a review Professional Gagiitcces Certification. 1 J M{t_lQt aitcstthatlhLsapplicalionfor C �+e iI'rafcssional I'ngmcer's narne from Application Iran III I J 1Pro�rcr Name from App=r.aue,n 1' m 11 l i Its% been reviewed by me and Is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and allolher supporting documentation to the best of my knowledge. I further alteslthat to the best of my knowledge the proposed design hasbeeo prepared to accordance with the applicable regulations, Minimum Ucsien Criteria fs2r15tayity Sewers (latest version}, andthc - of Pumn Slaliv s and Force Mains (latest version). Although other professiona is mayhave developed ccrta in portions of this submittal package, inclusion of these materials under my signature and sea I 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 143-215.6H, any person who knowingly makesany false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not toexceed S10,000,aswell as civil penalties up to S25,000 per violation. Mewepresentalwn of the appltcalinn information, including failure to disclose any design non-compliance with the applicable Rules and design cntena, 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: r . l� C _• Applicant's Certification per 15A NCAC 02T .0106(b): 1, .-, a attest that thisapplication for m _ A Ia it (5:gnature thonty Name froApplication Item 63 ). (Project Name from Applicauon Irem it 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 ssa stewa ter from this non -discharge system to surface waters or the land will result in an im mediate enforcement action that may include civil penalties, injunctive relief, and/oreriminalprosecution. 1 will makenoclaimagainst the Division of Water Resources should a condition of this permit be violated. I also understand that ifall required partsof this application package are not completed and that if all required supporting information and attachments arc not included, this application package will be returned to me as incomplete. NOTE - In accordance with General Statutes 10-215.6A and 143-215 6B, any person who knowingly makes any false statement, represenlaIion, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed S I0,000 as wellas civil penalties up to 525,000 per violation. Signature t Date. 12 Z i I.Ok!s1 PTA I0-23 Page 5 of 5 DocuSign Envelope ID: 51 D24988-5AAE-4082-BEF3-0761544AB9CA .................... "I'll, MIW, Division of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-23) Entity Requesting Allocation: Cary Hotel, Inc Project Name for which flow is being requested: AC Hotel More than one FTSE may he 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: Western Wake Regional Water Reclamation Facility b. WWTP Facility Permit #: NCO088846 All f lows are in MGD c. WWTP facility's permitted flow 18 MGD d. Estimated obligated flow not yet tributary to the WWTP 1.56 MGD e. WWTP facility's actual avg. flow 7.25 MGD f Total flow for this specific request 0.012 MGD g. Total actual and obligated flows to the facility 8.82 MGD h. Percent of permitted flow used 49 % 11. 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 Approx. Obligated, Total Pump Pump Average Current Not Yet Current Flow Station Station Firm Daily Flow** Avg. Daily Tributary Plus (Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available Number) No. MGD MGD MGD MGD Flow Capacity*** Kit 0r,.,.,_ WQ0003029 6.95 2.78 1.50 0.13 1.63 1.15 West WQ0035453 31.0 12.4 3.43 0.45 3.88 8.52 0- Beaver WQ0034559 40.0 16.0 5.43 0.45 5.88 10.12 * 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): Town of Cary Gravity Sewer System Downstream Permit Number: WQCS00013 Page 1 of 8 FTSE 10-23 DocuSign Envelope ID: 51 D24988-5AAE-4082-BEF3-0761544AB9CA III. Certification Statement: I Jamie Revels 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 11 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. —DocuSigned by: YV411- kvi- ,S Signing Official Signature Utilities Director Title of Signing Official 3/8/2024 Date Page 2 of 8 FTSE 10-23 Engineering • Plamung . Site Design February 15, 2024 To: Tanvir Pasha Environmental Engineer Division of Water Resources — Raleigh Regional Office North Carolina Department of Environmental Quality 3800 Barrett Drive, Raleigh, NC 27609 RE: Additional Information Request Proposed duplex grinder pump station and forcemain (to serve AC Hotel, 4917 Hwy 55 Cary, NC) Accompanying this letter are materials supporting an application for approval of a proposed duplex grinder pump station with 3" forcemain (domestic discharge) to tie into the Town of Cary existing public sanitary sewer. The pump station �Nill serve a proposed 7 story, 144 room AC Hotel as shown on the accompanying development plans. Attached, please find the following: l . A check for the application fee in the amount of $600. 2. Updated and executed Fast Track Form (FTA 10-23). Updated on 02- 14:-2024 3. USGS exhibit depicting the site location, closest surface water, gravity sewer, and downstream connection points. 4. An aerial photo depicting the the site location, closest surface water, graN ity sewer, and downstream connection points. 5. FTSE application updated b} the Town of Cary 6. Copy of flow reduction letter and Town specs showing flow rates to be used, provided by the Town of Cary. The proposed pump station consists of dual Zoeller 72 HD Series Grinder Pumps and 556' of 3" forcemain to tie into an existing Town of Cary public sewer manhole. The projected se%Ner flow is 11358 GPD based on 0.12 GPDW Bldg with 94.650 sf of building (hotel) Sincerely, WILLIAM G. DANIEL AND ASSOCIATES 6"k- � � (n a4 i� Bart J. M lain, P.E. Project Engineer Attachments: As stated AC Hotel Additional Information Request WmGDA Written responses below in red 02/15/2024 After reviewing the Fast Track Sewer System Extension Application for AC HOTEL, additional information is required in order to further process the application. Please provide the following information by Math 2, 2024, and note that the requested information must be submitted within 30 days of this request, or the applicantwill be required to submit a new application and application fee in accordance with 15A NCAC 02T .0107. 1. Please submit the appropriate documentation that verifies Cary Hotel, Inc. as a registered business corporation with the NC Secretary of State. Additionally, it should demonstrate the signature authority of the entity as per 15A NCAC 02T .0106 rule. Copy of Sec. of State business search for Cary Hotel, Inc. and signature authority included with additional information package. 2. Please correct the approximate coordinates provided in Section II of the application. According to the Lat/Lon provided (35.5035.7,-78.5322,7), the project area is located in Bergen, Vestland, Norway. Sorry about that. These were Lat/Long not decimal degrees. Coordinates are correct now. 3. Please clarify the wastewater treatment facility, receiving downstream sewer information, and include required permit numbers in Section Iv and V. Please check abbreviations prior to use (NCWRF or WWRWRF?). Please resubmit Page 1 of the application. Page 1 of the application included with additional information package. 4. According to 15A NCAC 02T.0114, Section VI.7 should provide information about each of the Establishment Types (with/without in room cooking facilities, number of rooms, swimming pool if present, and any other considerations), no. of units per establishment, and flows. Additional information included. a. Additionally, please indicate whether or not flow reduction approval has been provided (Section V1.6) forthis project and resubmit Page 2 of the FTA. (The current GPD is under designed). A copy of the flow reduction letter provided by the Town of Cary has been included in the additional information package. 5. Pump Station Design Criteria needs following updates in Section VIII: a. Please verify the pump station coordinates in number 2 Coordinates have been corrected. b. Provide updated design flow in number 3 & 4, and make additional changes associated with the design flow. The design flow has been added to numbers 3 & 4 and design flow additional information. Provide complete information about the length and material for the force main in number 5. Added as requested. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should be included with the application. The maps need to clearly identifythe project area, including the closest surface waters, general location of the gravity sewer, pumpstations, and force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the application requirements. Revised USGS and Aerial maps showing all required information listed above have been included in the additional information package. 7. According to Section 1X.4. of the FTA, the project is located in the Neuse River Basin. However, the address in the narrative is within the Cape Fear River Basin, and Jordan Lake Buffer Rules may apply here. Please update Section IX.4. of the FTA to reflect this, and provide the Buffer Authorization Certificate from the authorized delegation if available. River Basin has been corrected in Section IX.4 of the FTA. No impact to buffer or Buffer Authorization Certificate required. See response to #8 below. 8. According to Section IX.5., 401/404 authorization is not needed for this project. Our record indicates a stream through the western portion of the project area. Does this project have any stream crossings or other stream and/or wetland impacts? If so, what are the impacts and are they temporary or permanent? No stream and/or wetla nd impacts proposed for the installation of the forcemain. Directional boring will be used for the forcemain installation. 9. In the FTSE 10-23 Section I.g, the total actual and obligatory flows to the facility is not correct. Please update Section Ld-h. and resubmit the FTSE form. The Town of Cary has corrected the total actual and obligatory flows to the facility. See revised FTSE Application 10. While reviewing the permit, I noticed that David Hallgren is listed as the signatory authority. Our records do not indicate that David Hallgren has Signatory Authority for Town of Cary Gravity Sewer system. Please submit the i ation of UnaW e_Ll tha arity form to the Department so that we can ensure that David Hallgren has the authority to sign the submitted application, please also email me a copy of the signed form so that I can attach it to this application while NCDEQ is processing the form. Revised FTSE Application has been signed by Jamie Revels (Town of Cary Utilities Director). 11. Please submit an updated narrative. Updated narrative has been included with the additional information package. 15A_NCA-C 021-01QLSMAtRevievy. 1d Permit Preparationstates_ • "(2) (a) If an application is accepted and laterfound to be incomplete, the applicant shall be advised how the application or accompanying supporting information may be modified to make it complete. The staff shall advise the applicant: (2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned application shall be accompanied with a new application fee." Please contact me with any questions that you may have regarding this request. *Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill259, Water Quality and Stormwater Fees, Section 12.14(a)]. Sincerely, A B M "Tanvir" Pasha, MS (he/him) Environmental Engineer Division of Water Resources — Raleigh Regional Office North Carolina Department of Environmental Quality 3800 Barrett Drive, Raleigh, NC 27609 Office: 919-7914250, Cell 984.202-3390 to nvir. Qasha@deca. nc.g ov NORTH CAROLINA Department of Environmental Qua !FtmC),�ity Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. • 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 Business Corporation Legal Name Cary Hotel, Inc. Information Sosid: 2225206 Status: Current -Active O Date Formed: 7/1 /2021 Citizenship: Domestic Fiscal Month: December Annual Report Due Date: April 15th CurrentAnnual Report Status: Registered Agent: Patel, Jayesh Addresses Mailing 711 Gallimore Dairy Road High Point, NC 27265-9218 Reg Mailing 711 Gallimore Dairy Road High Point, NC 27265-9218 Officers Secretary Jayesh N. Patel 711 Gallimore Dairy Road High Point NC 27265-9218 Stock Principal Office 711 Gallimore Dairy Road High Point, NC 27265-9218 Vice President Jayesh N. Patel 711 Gallimore Dairy Road High Point NC 27265-9218 Reg Office 711 Gallimore Dairy Road High Point, NC 27265-9218 President Nayan C. Patel 711 Gallimore Dairy Road High Point NC 27265-9218 F c u a E L a CL 0 a a a a 41 Q u N 7 ate, rU LA cr a O O vt H � a � tD.o a v m � n Ln w N rn V) m N E o00o u7 E G00 QJ C) ao Q +-� Lon W bo h; � (1) -t t w U) as m 4-, V) m o �N (A m W 73 o o QI C: a a M b.�O A ( cll N (AQ ntko to L- ac C C W LU bS O N of r6 rr 4 Q 3: l!i _n • of North Carolina 'partment of Environment, rlealth and Natural Resources �- � Divisionof Environmental Managemt fi—;.xr— li.�, James B. Hunt, Jr., Governor MAY 2 7 1994 Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., DirectorDEHNR-RAL RO May 25, 1994 S. DougIas Spell, P.E., Town Engineer Town of Cary Post Office Box 1147 Cary, North Carolina 27512-1147 RE: Town of Cary Reduction in Wastewater Flows Wake County Dear Mr. Spell: On May 12, 1994, the Division received your wastewater flow reduction request and support documentation concerning wastewater flows associated with present residences in the Town of Cary. Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per bedroom as required in required by North Carolina Administrative Code to 275 GPD per household for single family residential units and 100 GPD per bedroom for multi -family units. In support of your request, documentation and water consumption data was supplied from households located in Cary. On May 23, 1994, after a preliminary review by the Division, additional information and water consumption data was requested. This information was provided to the Division on May 25, 1994. An evaluation was completed by the Division in accordance with 15A NCAC .02190)(3) using the water consumption data provided for five hundred and ninety-one (591) households in six different subdivisions. The data included twelve (12) months of data starting from January 1993. The peak month was determined to be July 1993. Using the water consumption data for the month of July, the Town of Cary eliminated twenty-nine (29) households with zero (0) or extremely low flows. Upon review by the Division, an additional twelve (12) households were deleted which had flows equal to 0.0 or less than e GPD per household for the month of July. Using the remaining water consumption data, a flow rate of 278.5 GPD was calculated. In view of the information submitted, the Division of Envirorunental Management will allow the use of 280 GPD per residence and 100 GPD per bedroom for multi -family units on all applicable no permit applications for future wastewater collection extensions which will be made tributary to the South Cary Wastewater Treatment Plant (Pemut No. NC0065102) and to the North Cary Wastewater Treatment Plant (Permit No. NC0048879). This consideration applies to any applicable future projects submitted to this Division as well as any projects which are presently under review. This letter must be submitted with future wastewater collection extension applications. Wastewater flows presently tributary to the wastewater treatment facilities can be adjusted upon negotiations between the Town of Cary and the Raleigh Regional Office. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-249$ An Equal Opportunity Affirmative Action Employer 50% recycled/ 10%post-consumer paper ,n of Cary .ay 25, 1994 If you have any questions or comments regarding this matter, please contact Mr. Michael D. Allen or Mr. Randy L. Kepler at (919) 733-5083. Sincerely, 4v--Freston oward, Jr., P.E_ cc: Raleigh Regional Office, Water Quality State Engineering Review Group 2 constructed to fully comply with water system testing and integrity standards as described by 15A NCAC 18C, when the minimum separation cannot be met, at least 12-inches of clearance shall be maintained, the sewer main shall be provided in ductile iron pipe in full compliance with water main standards, and the void space between the pipes shall be filled with minimum 500-psi, quick setting non- excavatable flowable fill extending at least 3-ft on both sides of the crossing. Main Size Slope and Desi n Criteria a) Public gravity mains shall be a minimum of 8 inches in diameter. b) Major interceptors shall be sized in accordance with the most current "Cary Wastewater Collection System Master Plan". In areas not included in the master plan, interceptors shall be designed based on the proposed land use (according to Cary's Comprehensive Growth Plan), using the following flow factors. At a minimum, all gravity sewer mains shall be designed and sized to serve the ultimate tributary buildout of the drainage basin. Residential flow rates: Land Use Flow Factor Sin le Family Residential 280 gpd per dwelling unit Multi -Family Residential 100 gpd per bedroom Non-residential flow rates: Use flow factors as required by the North Carolina Department of Environmental Quality (at the time of this Specification revision, these flow rates are contained in 15A NCAC 02T .0114). For all other flow rates not listed in Section ii above, use: Land Use Flow Factor Office and [nstitutional 0.09 d/s .ft bldg. space Commercial 0.12 d/s .ft bldg. space Industrial 0.20 d/s .ft bldg. space c) The ratio of peak to average daily flow shall be 3.3. d) Sanitary sewers shall be designed to carry the projected peak flow at no more than 2/3 full. The minimum velocity for sanitary sewer lines shall be 3-fps. 7000-8 Cary Standard Specifications and Details: Amended July 1, 2023 1 APPROX. LOCATION 1fi� / J ` + r KIT CREEK PUMP STATION -�R-Kt t Gil s � J + APPROX.c, I GRAVITY SEWER ;gyp EN LN ..` r - ! I'P 1 E - 5 ROSFPINF n ; LOCAT ON OF CONNECTION soy y TO GRAVITY SEWER ~S�REEK NS'AARMIRD . _. APPROX.— 7 FORCE _ _ - MAIN r .77.. GR`- o , E Ir AC Hotel USGS QUAD SHEET Scale: 1" = 1,000' Green Level, NC 2019 r r r �+4 r. • • ' • „.w`� �NetMpp R.T,f� KIT CREEK PUMP ON 1TIVATERr.-I . RDtESTA,TES4 m s4 ch Road VRalel-1 11z1prov It obby Lobby ` _ TER �� ,r �' b VIT SEWER Via,-. +s ., -a N:'...+ . >. • • • 1 " P w '4,., , � ,. . . � . ,,,.,,�- • , t �. � � Ai►..[� � tom' LOCATION • CONNECTION, TO GRAVITY SEWER FORCE! MAIN ROFT a _- ' + F;IDGEFIELD FARMS J � William G. Daniel & Associates Letter of Engineering • Planning • Site Design Transmittal TO: Theresa Williams DVElbjC:j]L �1 3 `2024 NCDEQ Water Resources - WQROS Quality 3800 Barrett Drive Raleigh, NC 27609 JA N 0 3 ., PROJECT: AC Hotel - FTSA Office Please find the following items Tr•ansrnitted by: ❑ Fax Fax Number: 'Pages: Mail Pick-1 1p �R Delivered Overnight Ded Ex Ground Furyemr: Approval Information Ouse Records Distribution F—]Revie%N &: Comment ❑ Copies Revision date I Description l I Original Pa,-,e 5 of the Fast Track Sewer Extension Am) REMARKS: Theresa. Please let me kno" if you need anything else. Sincerer, COPIES TO: file BY: Bart McClain bmcclain@wmgda.com 1150 S.E. Maynard Road, Suite 260, Cary, N.C. 27511 • (919) 467-9708 • Fax (919) 460-7585 Trusted. Tested, Tough,'° ®�r�erl 1 0 ENGINEERED PRODUCTS MAIL TO: P.0 BOX V, 47 • Louisville, KY 40266-ci347 SHIP TO: 3649 Cone Run Road • Louisville, KY 40211 1961 t el: (507) 778 2731 • 1 (800) 928 PUMP SECTION: 03.30.T0o ZM3316 0823 Supersedes 0922 Visit our wobsile: zoel lerenginee red, com Product information prexer.tad hate reflects omiditions . t tl"e of publication. Con ;Ot fa.:.t,uy regarding discrepancies or inconsistencies. 72 HD SERIES SW GRINDER PUMPS TECHNICAL DATA S� 1 D& 1 S H P 1 treuea utaas Wra NGSA222 oa starAxdsl f, MODEL NUMBER: ❑ 7212 213 PUMP NAME PLATE HORSEPOWER: HP 10.0 15.0 SERVICE FACTOR: 1.0 1.0 NEC LOCKED ROTOR CODE: J J MAXIMUM KW INPUT: 14.2 18.7 IMPf LLER DfAMETERS- IN (MM) STANDARD REFER TO PUMP PERFORMANCE DATA DISCHARGE SIZE: 3' Flanged Horizontal ❑ 4" Flanged Horizontal IMPELLER TYPE: DUCTI. E RON VORTEX TANDEM SEALS: Standard FLANGE: ANSI B16 1 MOTOR DESIGN LETTER: NEMA B (3 Ph) PUMP NET WEIGHT. lbs. tkg) 475lbs. (215kg) POWER CORD LENGTH: FT (M) 25' (7.6 m) _2L' MOTOR SHAFT: 416 SS POWER CORD: TYPE SOOW AMPS: #12-4 H8-4 1 f14-4 <20 1 <36.7 1 >36.7 RPM: 3450 STATOR & LEAD WIRES INSULATION Class F MOTOR TYPE: Submersible MAXIMUM STATOR TEMPERATURE: 311 -F (155 °C) SHAFT SEAL CONSTRUCTION: STANDARD UPPER - CARBON CERAMIC LOWER - SILICON CARBIDE/SILICON CARBIDE OPTIONAL UPPER ❑ SILICON CARBIDE/SILICON CARBIDE ❑ SILICON CARBIDE/SILICON CARBIDE VITON OPTIONAL LOWER ❑ SILICON CARBIDE/SILICON CARBIDE VITON O-RNG ELASTOMERS STANDARD BUNA-N OPTIONAL ❑ VITON STANDARD SENSING DEVISES:* MOTOR THERMAL SHUTOFF MOISTURE DETECTION THERMAL SENSORS WITH AUTOMATIC RESET MOISTURE SENSING PROBES ❑ DESIGN POINT: J�.�_ GPM @ 5-: DH, IMPELLER DIA. IMPELLER TRIM: ❑ OPTIONAL MAXIMUM WATER TEMPERATURE: 104 °F (40 °C) "Requires a circuit in control panel to function. ` MODEL HP SERVICE FACTOR 200V / 3 PHASE ❑ 230V / 3 PHASE ❑ 460V / 3 PHASE 0575V / 3 PHASE FLA LRA FLA LRA FLA LRA FLA LRA 7212 10.0 1.2 48.3 318 42 296 21 148 17 119 7213 15.0 1 62.1 318 54 296 27 148 22 119 Zoeller Engineered Products • 3649 Cane Run Road • Louisville, Kentucky 40211-1961 • (502) 778-2731 SWPA Data Categories Presented-- Data on this sheetsupply design information as tire minimunl recommended bythe Submersible Wastewater Pump Association and is defined in accordance with SWPA's Standardized Definitions for Pump and Motor Characteristics. The accuracy of the data is the responsibility of Zoeller Engineered Products. © Copyright 2023 Zoeller' Co. All rights reserved. 1 sasaw.rtww HIGH HEAD MODELS PERFORMANCE DATA 10 & 15 HP - 3450 RPM FLANGED DISCHARGE :1 • w■ CURVE PUMPPERFORMANCE MODELS DISCHARGE) ,..■■■■■■■Standard Impellers Model 1 11 . ■'`'.■■■■■ 0 16 32 48 64 80 96 112 128 144 160 176 U.S, GALLONS LITERS 0 100 200 300 400 500 600 FLOW PER MINUTE 157926 MAIL TO: P,O. BOX 16347 • Louisville, KY 40256.0347 ZA ���o SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 ® Tel: (502) 778-2731 • 1 (800) 928-PUMP visit our web Site: ENGINEERED PRODUCTS Trusted. Tested. Tough' zoellerengineered.com O Copyright 2023 Zoeller° Co. All rights reserved. MODIFIED PROJECT INFORMATION Project Name AC Cary Hotel(Cary,NC Contact Info Chris Saffioti (704) 525-3043 �OELLE/'i. Trusted. Tested. Tough. Prepackaged Duplex Basin System, Pre -Plumbed, w/ Rail Systems (Stainless Steel Pump Lifting Cables Included) BASIC SYSTEM INFORMATION Build Prepackaged Plug Valves & Type Duplex Check Valves Discharge Exit Side Installed INTENDED PUMP DATA Pump Division Engineered Prod. No Vent Holes Pump Family 72HD in Cover Pump Discharge 3" Horizontal BASIN SIZE PREFERENCES Diameter 72 " Height 144 " COVER PREFERENCES Surface Material Vent Quantity PLUMBING PREFERENCES Inlet Hub Discharge Piping Discharge Depth Pipe Material Shutoff Valve Gas -Tight Hatch 24" to Cent Side Discharge 3 " Plumbing Sch. 80 PVC 8" Cast Iron Loose Hub Aluminum None 8" Cast iron 3" 24 " Sch. 80 PVC Plug Valve DISCONNECT PREFERENCES Class Stainless Steel 3" Horizontal Rail Material Stainless Steel Rail System S.S. Flange DESIGN AIDS Hub Invert Depth' 72 " Gallons / Inch 17.63 Gal / In Working Volume 634.5 Gallons I Hub is field installed. Depth is used to compute working volumes. 2 Usable volume between inlet invert and minimum water level. Pricing Sign Below For Approval No Approx. 2,520 Ibs Weight: 72 " Dia. Gas -Tight Hatched Cover - Aluminum i.S. Rails 44 " Tall Fiberglass Basin 6teel AFD 78" x 78" ACCESSORIES Lifting Lugs Yes Electrical Coupling Loose x2 NOTES: DRAINING IS NOT TO SCALE. PUMPS NOT INCLUDED - Pumps shown only for reference, Systems include check valves and disconnects as selected. Individual components may differ from those shown. Customer is wholly responsible for verifying code compliance. Consult factory for basins larger than 72" dia. or 144" tall. This Builder is valid for use until 11112024, V4.80 3/11 /24, 11:06 AM Mail - Pasha, Tanvir - Outlook RE: [External] Re: AC Cary Fast Track form Yang Song <Yang.Song@carync.gov> Fri 3/8/2024 4:38 PM To:Bart McClain <bmcclain@wmgda.com>;Pasha, Tanvir <tanvir.pasha@deq.nc.gov> Cc:William Daniel <bdaniel@wmgda.com>;Brian Nichols <bnichols@wmgda.com>;Karan Patel <karan@cnhotels.net>;Dave Hallgren<Dave.Hal Igren@carync.gov>;Robert Hirt <Robert.Hirt@carync.gov> 0 1 attachments (303 KB) FTSE_10-23_0_for_AC_Hotel_u pdated_030824.pdf; CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hello Mr. Pasha, Hope my email finds you well! My name is Yang Song and I am an Utility Engineer at Cary. Mr. Bart McClain reached out to me and asked me to provide further clarification on AC Hotel FTSE form. Please find attached updated FTSE form provided by Cary that demonstrate the Kit Creek PS has sufficient capacity to accept sewer flow from AC Hotel. I went back to the dataset and realized the raw data average daily flow calculation was inaccurate. The updated 2023 ADF of 1.50 MGD would put us at available capacity of 1.15 MGD for Kit Creek PS. I am sorry for the confusion and please reach out to me for any further clarifications. I would be happy to talk with you more on the Winding Pine PS as it will ultimately replace Kit Creek PS. Thank you and have a good weekend! -Bart and Bill, the attached FTSE form should be the final version and we don't need the PAA since the sewer capacity is positive. Thanks! Yang From: Bart McClain <bmcclain@wmgda.com> Sent: Friday, March 8, 2024 9:36 AM To: Yang Song <Yang.Song@carync.gov> Cc: William Daniel <bdaniel@wmgda.com>; Brian Nichols <bnichols@wmgda.com>; Karan Patel <karan@cnhotels.net> Subject: FW: [External] Re: AC Cary Fast Track form Yang, Please look at the email below that we received yesterday evening from Tanvir Pasha (NCDEQ) FTSA reviewer. It seems that the sewer capacity for Kit Creek <0 and that we would need a Planning Assessment Addendum and clarification per the email. I have attached the latest FTSE for reference. Is this something that you can provide Tanvir? Please keep us in the loop. Bart J. McClain, PE William G. Daniel & Associates, PA 1150 SE Maynard Road, Suite 260 Cary, NC 27511 https:Houtlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQACeWuJULcNxEhbCZMgGg%2B... 1 /4 3/11 /24, 11:06 AM 919-630-4466 Cell Mail - Pasha, Tanvir - Outlook From: Pasha, Tanvir <tanvir.pasha deq.nc.gov> Sent: Thursday, March 7, 2024 5:51 PM To: Karan Patel <karan @cn hotels. net>; Dustin Bass <dustin.bass@aeedinc.com> Cc: Bart McClain <bmcclain@wmgda.com>; Johnny Sullivan <Johnny.Sullivan( aeedinc.com> Subject: Re: [External] Re: AC Cary Fast Track form Hi All, need some clarification on the Planning Assessment Addendum of Kit Creek (WQ0003029) and Winding Pine Pump Station. I was unable to locate any information about Winding Pine Pump Station. Also WQ0003029 permitted for zero flow as per the record. Thank you Tanvir A B M "Tanvir" Pasha (he/him) Environmental Engineer Division of Water Resources — Raleigh Regional Office North Carolina Department of Environmental Quality 3800 Barrett Drive, Raleigh, NC 27609 Office: 919-791-4250; Cell: 984-202-3390 tanvir.pasha@deq.nc.gov D_E NORTH CAROLINA Department of Environmental Quality From: Karan Patel <karan cnhotels.net> Sent: Thursday, March 7, 2024 5:30 PM To: Dustin Bass <dustin.bass@)aeedinc.com> Cc: Bart McClain <bmcclain@)wmgda.com>; Johnny Sullivan <Johnny.Sullivan@aeedinc.com>; Pasha, Tanvir <ta nvir. pasha deq.nc.gov> Subject: [External] Re: AC Cary Fast Track form CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hello Mr. Pasha, https:Houtlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQACeWuJULcNxEhbCZMgGg%2B... 2/4 [External] RE: AC Hotel -Additional Information Request Bart McClain <bmcclain@wmgda.com> Thu 2/15/2024 10:50 AM To -Pasha, Tanvir <tanvir.pasha@deq.nc.gov>;nayancn@gmaiLcom <nayancn@gmaiLcom> Cc:William Daniel <bdaniel@wmgda.com>;Brian Nichols <bnichols@wmgde.com> CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Tanvir, just wanted to let you know that I dropped off at your office, less than hour ago, the additional information package. Hard copies and a USB thumbdrive. Let me know if you need anything else. Thanks and have a nice day. Bart J. McClain, PE William G. Daniel & Associates, PA 1150 SE Maynard Road, Suite 260 Cary, NC 275 11 919-630-4466 Cell From: Pasha, Tanvir <tanvi r. pasha @deq. nc.gov> Sent: Thursday, February 1, 2024 3:10 PM To: nayancn@gmail.com; Bart McClain <bmcclain@wmgda.com> Subject: AC Hotel_Additional Information Request Hello Nayan and Bart, After reviewing the Fast Track Sewer System Extension Application for AC HOTEL, additional information is required in order to further process the application. Please provide the following information by March 2, 2024, and note that the requested information must be submitted within 30 days of this request, or the applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T .0107. 1. Please submit the appropriate documentation that verifies Cary Hotel, Inc. as a registered business corporation with the NC Secretary of State. Additionally, it should demonstrate the signature authority of the entity as per 15A NCAC 02T .0106 rule. 2. Please correct the approximate coordinates provided in Section II of the application. According to the Lat/Lon provided (35.5035.7,-78.5322.7), the project area is located in Bergen, Vestland, Norway. 3. Please clarify the wastewater treatment facility, receiving downstream sewer information, and include required permit numbers in Section Iv and V. Please check abbreviations prior to use (NCWRF or WWRWRF?). Please resubmit Page 1 of the application. 4. According to 15A NCAC 02T.0114, Section VI.7 should provide information about each of the Establishment Types (with/without in room cooking facilities, number of rooms, swimming pool if present, and any other considerations), no. of units per establishment, and flows. a. Additionally, please indicate whether or not flow reduction approval has been provided (Section VI.6) for this project and resubmit Page 2 of the FTA. (The current GPD is under designed). 5. Pump Station Design Criteria needs following updates in Section VIII: a. Please verify the pump station coordinates in number 2 b. Provide updated design flow in number 3 & 4, and make additional changes associated with the design flow. c. Provide complete information about the length and material for the force main in number 5. 6. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map should be included with the application. The maps need to clearly identify the project area, including the closest surface waters, general location of the gravity sewer, pumpstations, and force mains, and the downstream connection points for the receiving sewer. Please provide the required maps according to the application requirements. 7. According to Section IXA. of the FTA, the project is located in the Neuse River Basin. However, the address in the narrative is within the Cape Fear River Basin, and Jordan Lake Buffer Rules may apply here. Please update Section IXA. of the FTA to reflect this, and provide the Buffer Authorization Certificate from the authorized delegation if available. 8. According to Section IX.5., 401 /404 authorization is not needed for this project. Our record indicates a stream through the western portion of the project area. Does this project have any stream crossings or other stream and/or wetland impacts? If so, what are the impacts and are they temporary or permanent? 9. In the FTSE 10-23 Section Lg, the total actual and obligatory flows to the facility is not correct. Please update Section Lcl-h. and resubmit the FTSE form. 10. While reviewing the permit, I noticed that David Hallgren is listed as the signatory authority. Our records do not indicate that David Hallgren has Signatory Authority for Town of Cary Gravity Sewer system. Please submit the Delegation of Signature Authority form to the Department so that we can ensure that David Hallgren has the authority to sign the submitted application, please also email me a copy of the signed form so that I can attach it to this application while NCDEQ is processing the form. 11. Please submit an updated narrative. 1SA NCAC 02T.0107 Staff Review and Permit Preparation states: • "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the application or accompanying supporting information may be modified to make it complete. The staff shall advise the applicant: (2) if all required information is not submitted within 30 days, the project will be returned as incomplete. Any resubmittal of a returned application shall be accompanied with a new application fee." Please contact me with any questions that you may have regarding this request. *Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section 12.14(a)]. Sincerely, A B M "Tanvir" Pasha, MS (he/him) Environmental Engineer Division of Water Resources — Raleigh Regional Office North Carolina Department of Environmental Quality 3800 Barrett Drive; Raleigh, NC 27609 Office: 919-791-4250; Cell: 984-202-3390 tanvir.pashana deq.nc.gov NORTH CAROL.INA M - �J Department of Environmental Qua II Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. [External] AC Cary Fast Track form Dustin Bass <dustin.bass@aeedinc.com> Mon 3/4/2024 8:48 AM To:Pasha, Tanvir <tanvir.pasha@deq.nc.gov> Cc:Johnny Sullivan <Johnny.Sullivan@aeedinc.com> j 1 attachments (98 KB) AC Hotel FTA 10-23.docx; CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Good morning, Tanvir, I am reaching out about AC Cary Fast Track form (attached). On page 3 #6, we have standby power source checked. We have a permanent generator on site for emergency power that we are feeding the grinder pump with as well. The generator panel already has an automatic transfer switch for our grinder pump in case of power outage. Am I selecting the correct box to check? Thank you, Dustin Bass I Plumbing & Mechanical Advanced Energy Engineering & Design, Inc. A: 408 McCallie Avenue, Chattanooga, TN 37402 P: 423.752.3438 ext106 E: d usti n. bass Cd�aeed i nc.com AEED,inc.