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Home My WebLink AboutDDW-2025-002014Danielle Zebelean <dzebelean@utah.gov> Fairview City System Specific Sizing Standards Renewal, System #20012, Project #12422 5 messages Danielle Zebelean <dzebelean@utah.gov>Mon, Jan 27, 2025 at 4:31 PM To: fairviewcitysewer@gmail.com Cc: John Chartier <jchartier@utah.gov> Hi Justin, I took over this project from Sarah Romero since she moved into a new role at the Division. Crazy how fast three years go. Your water system is up for its renewal of the system specific sizing standards. I've attached a draft report with the last six years of water use data taken into account. You will notice that your draft standards show a decrease but that is from us no longer requiring the use of a variability factor. If you would still like one to be used please let me know and I will take that into account and send over new standards. Please let me know of any corrections by February 27, 2025, or I will move forward with finalizing the renewal. Thanks! Dani Zebelean, P.E. Environmental Engineer III | Division of Drinking Water M: (385) 278-5110 Hours: M - Th 7 am to 5 pm drinkingwater.utah.gov Emails to and from this email address may be considered public records and thus subject to Utah GRAMA requirements. 2 attachments 20012 12422 2025 DRAFT Sizing Standard.pdf 30K DDW-2021-018342.pdf 640K Sewer Operator <fairviewcitysewer@gmail.com>Tue, Jan 28, 2025 at 2:11 PM To: Danielle Zebelean <dzebelean@utah.gov> Hi Danielle, I have some clarifications regarding the System Source Inventory Section. This section shows some sources that have not been utilized in decades and are not currently capable of supply. WS005, WS006 and WS007 are not connected to my system. Not sure where the Flow Rate from WS008 came from. WS008 is actually closer to 80gpm. WS004, WS001, WS002 look right. On my records my actual source inventory is 612gpm. I'm not sure how this impacts overall on your side. Thanks [Quoted text hidden] -- Justin Jackson Culinary and Waste Water Fairview City 3/3/25, 10:25 AM State of Utah Mail - Fairview City System Specific Sizing Standards Renewal, System #20012, Project #12422 https://mail.google.com/mail/u/0/?ik=82c167e5f1&view=pt&search=all&permthid=thread-a:r3281237052314429338&simpl=msg-a:r323398815265517…1/3 fairviewcitysewer@gmail.com 801-362-2738 Danielle Zebelean <dzebelean@utah.gov>Tue, Jan 28, 2025 at 2:50 PM To: Sewer Operator <fairviewcitysewer@gmail.com> Hi Justin, Thank you for the quick response! So WS005, WS006, and WS007 are not physically connected anymore? We only have them listed as inactive, similar to a standby status. I can update them to an abandoned status (aka not physically connected and would take some work to hook them back up to the water system) so that they do not pull into the report and no longer populate questions on your sanitary surveys. As for WS008, it looks like we've had it documented with a pump rated at 250 gpm and a safe yield of 200 gpm since 2001 when the operating permit was issued. However, I found the well log and the pump test from 2000. The pump test shows flow rates from 100 gpm to 290 gpm, although it's a poor scan so I can't tell quickly if it reached stable drawdown at the higher flow rate. Maybe that is where those numbers came from. Is it currently installed with an 80 gpm pump? If so, there is enough documentation to prove that the safe yield would be at least 80 gpm for WS008. Let me know if you would like WS005, WS006, and WS007 updated abandoned and the fields on WS008 updated. I will make those changes and send you over a new draft to review. Thanks! Dani Zebelean, P.E. Environmental Engineer III | Division of Drinking Water M: (385) 278-5110 Hours: M - Th 7 am to 5 pm drinkingwater.utah.gov Emails to and from this email address may be considered public records and thus subject to Utah GRAMA requirements. [Quoted text hidden] 2 attachments WS008 Pump Test.pdf 155K WS008 Well Log.pdf 168K Sewer Operator <fairviewcitysewer@gmail.com>Tue, Jan 28, 2025 at 3:26 PM To: Danielle Zebelean <dzebelean@utah.gov> Yes, please make those updates. The pump yields on WS008 were done prior to a private well being installed 500 ft away. Since then, yeah it can hit 200gpm, for a few hours before going dry. Since then I've added Telemetry devices that throttle the gpm down to maintain a minimum water column height. 80 gpm is the max it can run without drawing down to the point the pump burns up. We have also had to cover up some of the screen sections to prevent rocks from going through the pump. Thanks [Quoted text hidden] Danielle Zebelean <dzebelean@utah.gov>Tue, Jan 28, 2025 at 3:45 PM To: Sewer Operator <fairviewcitysewer@gmail.com> 3/3/25, 10:25 AM State of Utah Mail - Fairview City System Specific Sizing Standards Renewal, System #20012, Project #12422 https://mail.google.com/mail/u/0/?ik=82c167e5f1&view=pt&search=all&permthid=thread-a:r3281237052314429338&simpl=msg-a:r323398815265517…2/3 Thank you, I'm sorry to hear about that with WS008. Attached is an updated report. Please let me know if you have additional questions or if It is good to go. Thanks! Dani Zebelean, P.E. Environmental Engineer III | Division of Drinking Water M: (385) 278-5110 Hours: M - Th 7 am to 5 pm drinkingwater.utah.gov Emails to and from this email address may be considered public records and thus subject to Utah GRAMA requirements. [Quoted text hidden] 20012 12422 2025 DRAFT Sizing Standard V2.pdf 30K 3/3/25, 10:25 AM State of Utah Mail - Fairview City System Specific Sizing Standards Renewal, System #20012, Project #12422 https://mail.google.com/mail/u/0/?ik=82c167e5f1&view=pt&search=all&permthid=thread-a:r3281237052314429338&simpl=msg-a:r323398815265517…3/3