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HomeMy WebLinkAboutWQ0043939_Application (FTSE)_20221027State of North Carolina i k— Department of Environmental Quality W Division of Water Resources FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION Application Number: r V W_ 3 a 3 (to be completed by DWR) All items must be completed or the application will be returned 1, APPLICANT INFORMATION: I. Applicant's name: Tuwn of Four Oaks (company, municipality, HOA, utility, etc.) 2. Applicant type; ❑ Individual ❑ Corporation ❑ General Partnership ❑ Federal ❑ State/County ® Municipal 3. Signature authority's name: Barry Stanley, per ISA NCAC 02T .0106(b) Title: Public Works Director 4. Applicant's mailing address: PO Box 610 City: Four Oaks State: NC Zip: 27524 5. Applicant's contact information: Phone number: (919) 963-3112 Email Address: Paul ine.ketchum@embargmai l.com [1. PROJECT INFORMATION: ❑ Privately -Owned Public Utility ❑ Other — d rib yv4al PccG11,6U� IU1 Z7 IZ.Z 1. Project name: Fieldview Village Estates 2. Application/Project status: ® Proposed (New Permit) ❑ Existing 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: WQ00 3. County where project is located: Johnston 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.45546" Longitude:-78.43519- 5. Parcel 1D (if applicable): OH 10017 (or Parcel ID to closest downstream sewer) Ill. CONSULTANT INFORMATION: 1. Professional Engineer: Eva King, Pe License Number: 39159 Firm: Adams & Hodge Engineering, PC (Firms C-4187) Mailing address: 314 E Main Street City: Clayton State: NC Zip: 27520- Phone number: (980) 253-5773 Email Address: evaPadamsandhodge.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: I. Facility Name: CJCRWWTF Permit Number: NCO030716 Owner Name: Johnston Count V. RECEIVING DOWNSTREAM SEWER INFORMATION: 1. Permit Number(s): WQ9042978 2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity t '' Force Main 3. System Wide Collection System Permit Number(s) (if applicable): WQCSD0013 Owner Name(s): Town of Four Oaks FORM: FTA 06-21 Pagel of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes ❑ No ® N.-:A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV been attached? ❑ Yes ❑ No ® NIA 3. If the Applicant is a Home.Property Owners' Association, has an HOAIPOA Operational Agreement tFORM: HOA) and supplementary documentation as required by i 5A NCAC 02T.0 115(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 I day care ❑ Medical I dental / veterinary facilities ❑ Swimming Pool. -'Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses I offices i factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0I03(2Q)) If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ®No ➢ If yes, provide a cony of flow reduction approval letter with this anplication 7. Summarize wastewater generated by project: Establishment Type (see 02T.0I14(t)) Daily Design Flow',b No. of Units Flow Single Family Homes (3 bedroom) 360 gal/day 51 18,360 GPD gal' GPD gal' GPD gal.' GPD gal GPD gal. GPD Total 18,360 GPD a See 15A NCAC 02T .0114(b). (4 (el(1) and (e)(2 for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 18,..360 GPD (per I SA NCAC 02T _01141 ➢ 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 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 &, MDC (Gravity Sewers) 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 5,520 PVC 8 383 DIP ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC VIII. PUMP 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: _._ _. . 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - . 3. Total number of pumps at the pump station._ 3. Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 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 15A NCAC 02T .0305(h)(l : ❑ 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)): I. Does the project comply with all separationstaltematives found in l5A NCAC 02T .0305f & g)? ® 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-I waters of Class I or Class 1I impounded reservoirs used as a source of drinking water, and associated wetlands. 100 feet **Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal high water (or tide elevation) and wetlands 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.03051f1 or (g}, see Section X.I of this application * 15A NCAC. 02T.0305[c1 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 we pp,@ 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. Does the project comply with separation requirements for wetlands? ® Yes [:]No ❑ NIA ➢ Please provide supplementary information identifying the areas of non-conformance. ➢ See the Division's draft separation 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: Neuse ❑ No If yes, does the project comply with setbacks found in the river basin rules per 15A NCAV 02B .02 0? ® Yes [:)No ➢ This includes Trout Buffered Streams per 15A NCAC 213.0202 5. Does the project require coveragelauthorization 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 coveragefauthorization is required. 6. Does project comply with 15A NCAC 02T.9105 c 6 (additional permits/certifications)? ® Yes ❑ No Per 15A NCAC 02T.0105(c)(6), 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.). 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 undennines 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 t State of North Carolina k. Department of Environmental Quality Division of Water Resources Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: Town of Four Oaks Project Name for which flow is being requested: Fieldview Village Estates More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: CJCRWWTF b. WWTP Facility Permit 4: NCO030716 A11 flows are in MGD c. WWTP facility's permitted flow 9.5 d. Estimated obligated flow not yet tributary to the WWTP 2.3677 e. WWTP facility's actual avg. flow 6.741 f. Total flow for this specific request 0.01836 g. Total actual and obligated flows to the facility 9.1273 h. Percent of permitted flow used 71 % actual, 96.1 % w/paper II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (E)-(A-D) Design Obligated, Pump Pump Average Approx. Not Yet Total Current Station Station Firm Daily Flow* * Current 'I-ributary Flow Plus (Name or Permit Capacity, (Firm / pfl, Avy.. Daily Daily Flow, Obligated Available Number) No. MGD MGD Flow, MGD MGD Flow Capacity*** Four future mad n„t— I AAA 0.6480 0.2592 0.0 0.0336 0.0048 0.2256 Holt T ..1 23632 0.432 0.1728 0.06426 0.0336 0.06906 0.7491 ce Neuse 9 0.200 0.200 0.1065 0.04205 0.1233 0.05149 n: * The Firm Capacity (design flow) of any pump station is defined as the maximutp,pumped flow that can be achieved with the largest pump taken out of servile. r ** 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): Four Oaks WWPS Downstream Permit Number: 19649 Mod Page 1 of 6 FTSE 10-18 III. Certification Statement: I Chandra C. Farmer, P.E. certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in'the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form certifies that the receiving collection system or treatment works has adequate capacity to transport and treat the proposed new wastewater. Signing Official Signature Mig f J lWai Ps Title of Signing Official a a� Date Page 2 of 6 PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is •. 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for and MGD of the Available Capacity (E) in Pump Station and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately _ MGD per year; and that A c. funded Capital Project that will provide the required planned capacity, namely is in design or under construction with planned completion in ; and/or d. The following applies: Please see the attached Sewer Planning for the Town of Four Oaks narrative. No flow will be accepted by the County until Phase 1 improvements are complete. The flow tracking presented assumes Phase I is complete. Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. 1 understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. Official Signature Page 3 of 6 FTSE 10-18 . Is State of North Carolina Department of Environmental Quality Division of Water Resources + -isior: a; Mzt(:F 't_:stmrrz,:5 Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: Town of Four Oaks Project Name for which flow is being requested: Field View Village Estates More than one FTSE may be required for a single project if the owner of ti/e WWTP is /rot responsible for all prrunp stations along the route ofthe proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: b. WWTP Facility Permit #: C. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow f Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used Al! flows are in MGD 0.0184 II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: Pump Pump Station Station (Name or Permit Number) No. (A) (B) Design Average Approx. Daily Current Firm Flow*" Avg, Daily Capacity, * (Firm / pf), Flow, MGD MGD MGD (JS 6Pm) FieldView WQ0042978 0.2160 (14,G 4PrlLorthside Unknown 0.2102 (C) (D)=(B+C) (E)=(A-D) Obligated, Total Not Yet Current Flow Tributary Plus Daily Flow, Obligated Available MGD Flow Capacity*** 0.0864 0.0000 0.0555 0.0555 0.0841 0.0543 0.0555 0.1098 NIOX1161 -0.0257 The Firm Capacity (design Bow) of any p 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): _Four Oaks Collection S stem _ Downstream Permit Number: W CS - D0013 Page 1 of 6 FTQP i n_ t 52 III. Certification Statement: I Barb Stanley _ certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment adden.dums 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. ��� c, V�mcl�s Title of Signing Official Page 2 of 6 FTSE 10-18 PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is 0. Pump Station (Name or Number): NoQT!•ISl AG Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 51 % and 0.0555 MGD of the eilq- 6Min Pump Station NORTHSIDE ; and that o) b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.011 l MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely Northside P.S. Feasibility Study is in design or under construction with planned completion in 2022 ; and/or d. The following applies: The Town of Four Oaks has recently received funding allocation of $1.5 million to upgrade 5 specific Rump station in Town including the Northside Pump Station. The Town recent) solicited RF 's (Requests For ualifications from interested and qualified firms, and for designs of the pump station upgrades to be submitted by January of 2023. Therefore, there are already plans and actions being taken to increase the available ca aci "on paper" at the Northside Pump Station. In reality,conservative flow estimates and the introduction of obligated flow overtime estimated S years +/-) should allow the Northside Pumq Station to accommodate any proposed/future growth while plans for upgrades are implemented. Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143. 215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. Signing Official Signature Page 3 of 6 FTSE 10-1 S Plan for Four Oaks Sewer —June 7, 2022 1. Upgrade the Four Oaks WWPS Current Four Oaks WWPS can send 360 GPM to the Town of Benson — available. capacity 0 GPD a. Study Phase Complete b. Design and permitting of Four Oaks WWPS Improvements to be able to send 450 GPM to the CJCRWWTF (through Holt Lake WWPS) and 360 GPM to the Town of Benson — Est. Complete 2/2023 c. Construction 5/23 — 6/24 2. Upgrade the Holt Lake WWPS Current Holt Lake WWPS can send 300 GPM to the Neuse River WWPS —Available Capacity 93,000 GPD a. Upsize the FM leaving the station and minor modification to the station - upgrade to 700 GPM b. Design and permitting underway —estimated Complete 11/2023 c. Construction: 2/2024 — 2/2024 3. Upgrade the Neuse River WWPS Current Neuse River WWPS can send 347 GPM to the CICRWWTF—Available Capacity— 70,000 GPD a. Study initiated to determine best solution to reach 800 GPM capacity —est. complete 11/2022 b. Design of project 12/2022 through 9/23 c. Construction 12/23-5/2025 The National Map Advanced Viewer 1` r)f .'YN R [� �t 1`-'tll' L1i1", " 8114C}'�I .7 _ -% � Elelll 17 .f sue+• 4/27/2021, 3:18:41 PM s� l SS .F•our 0 k5 y rh~ 1:18.056 0 0.13 0.25 0.5 mi 0 0.2 0.4 0.8 km USGS The National Map- National Boundaries Dalasel. 3DEP Elavalion Program. Geographic Names Information Syslem. National Hydrography Dataset, National Land Cover Database National Structures Dataset. and National Transportation Dalasel USGS Global Ecosystems, U.S. Census USGS 2021 USGS �i ADAMS&HODGE ENGINEERING, PC October 25, 2022 Ted Cashion NC DWQ 3800 Barrett Dr. Raleigh, NC 27609 NC Dept of Environmental Quality OCT 2 7 2022 Subject: Public Sewer Construction Plans Raleigh Regional Office Fieldview Village Estates Johnston County Dear Mr. Cashion, Please find attached a $480.00 check for the application fee and a copy of the following: 1. Fast Track Application (Form FTA 06-21) 2. Flow Tracking/Acceptance for Sewer Extension (Form FTSE 10-18) signed by Johnston County 3. Flow TrackinglAcceptance for Sewer Extension (Form FTSE 10-18) signed by the Town of Four Oaks 4. USGS Map 5. Vicinity Map Project Narrative: This application is for an extension of the gravity sewer system of Johnston County to serve Fieldview Village Estates. This extension includes 5,9031f of new 8" gravity sewer and will connect to an existing Johnston County gravity sewer system permit number WQ0042378. The sewer system will serve 51 single family homes in this subdivision. which is the basis for flow for this project. If you have any questions or comments, please give me a call at 980-253-5773 or email eva-.'a:! adamsandhodge. corn Sincerely, Eva King, P ADAMS & HODGE ENGINEERING, PC • 314 E Main Street Clayton, NC 27520 9 Office: 919-243-1332 • Firm # C-4187 Robinson, Jason From: Eva King < EvaCadamsandhodge.com> Sent: Tuesday, January 10, 2023 10:56 AM To: Robinson, Jason; pauline.ketchumCcbembargmail.com Cc: Kurtz, Cassidy; Andrew Hodge; Amanda Grimm Subject: [External] RE: Fieldview Village Estates Attachments: 1 of 5 from FTA 06 21.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Jason, I apologize, I had a "E" sneak into the plant name. Please use the attached form for the correct WWTF name. Eva King, PE Adams & Hodge Engineering, PC 314 E. Main Street Clayton, NC 27520 (M) 980-253-5773 Firm # C-4187 ADAMS& HODGE From: Eva King Sent: Tuesday, January 10, 2023 10:49 AM To: Robinson, Jason <jason.t.robinson@ncdenr.gov>; pauline.ketchum@embarqmail.com Cc: Kurtz, Cassidy <Cassidy.Kurtz@ncdenr.gov>; Andrew Hodge <andrew@adamsandhodge.com>; Amanda Grimm <amanda@adamsandhodge.com> Subject: RE: Fieldview Village Estates Jason, Please see our responses to your questions below in red. Please let me know if you have any additional questions. Thank you, Eva King, PE Adams & Hodge Engineering, PC 314 E. Main Street Clayton, NC 27520 (M) 980-253-5773 Firm # C-4187 A&RH ADAMS &.1-IODGE f From: Robinson, Jason <jason.t.robinson@ncdenr.gov> Sent: Friday, December 30, 2022 4:01 PM To: Eva King <Eva(@adamsandhodee.com>; Pauline. ketchumC6-Dembargmail.com Cc: Kurtz, Cassidy <Cassidy.Kurtz@ncdenr.gov> Subject: Fieldview Village Estates Eva & Barry (Pauline), We're reviewing the referenced sewer extension application and have the following question: 1. Item IV of the application (FTA 06-21) states that the wastewater will be treated at the Town of Benson's WWTP (NC0020389). Two Flow -Tracking forms (FTSE 10-18) were submitted, one for Four Oaks' downstream pump stations, and one for the Central Johnston WWTP, signed by Chandra Farmer. But there isn't an FTSE for Benson's WWTP. Will this flow be treated at the Central Johnston WWTP, or Benson's WWTP? IF it's Benson, we will need an USE from them. Sorry, this project's flow is not going to Benson. That was a mistake. Sheet 1 of 5 has been correct and is attached. 2. The FTSE for Four Oaks shows that the Northside PS is 25,700 GPD over capacity. a. Is this before or after the addition of 18,360 GPD included in this current application? As per conversation with the Town and their Consultant, the 18,360 GPD is included in the current application. b. The addendum states that Four Oaks has received money to upgrade the Northside Pump Station, but it appears that no permit has been issued for upgrades, and possibly no plans have currently been developed to upgrade the pump station? Is that the case? And is the money to upgrade the Northside Pump Station ARPA funded? As per conversation with the Town and their Consultant, the Town has contracted with The Wooten Company to upgrade various stations in Four Oaks including the Northside Pump Station. ------------ Jason T. Robinson, P.E. Raleigh Regional Office Water Quality Regional Operations NC Division of Water Resources, OEQ 919 7914200 "*Subscribe to Collection System & Sewer Permitting Updates" er-o D_ E , Q Depailment of Environmental Duality Email correspondence tQ and from this address is subject to the Noah Carolina Public Records Law and may be disclosed to third parties.