HomeMy WebLinkAboutDDW-2025-009151
September 29, 2025
Sent via Email Only
Charles Akerlow
Tooele Valley PID
8371 South State Street
Suite #202
Sandy, Utah 84070
charles@zenithpartners.org
Subject:Plan Approval, GSL Inland Port Storage Tank (ST001);
Tooele Valley PID, System #23096, File #24857
Dear Charles Akerlow:The Division of Drinking Water (the Division) received the plans and specifications for the proposed Tooele Valley PID GSL Inland Port 700K Storage Tank from your
consultant, Robert Rouselle and Ensign Engineering on September 2, 2025. This project has met the conditions for receiving a plan approval.
Our understanding of the project is construction of a 700,000 gallonAquastore Glass Fused to Steel Bolted Storage Tank, with dimensions of 62 feet in diameter by 34 feet high (identified
as ST001 in the Division’s database).
We have completed our review of the plans and specifications, stamped and signed by Robert Rouselle, P.E., dated August 29, 2025, and find they basically comply with the applicable portions
of Utah’s Administrative Rules for Public Drinking Water Systems in R309. On this basis, the plans for GSL Inland Port Storage Tank are hereby approved.
This approval pertains to construction only. An Operating Permit must be obtained from the Director before GSL Inland Port Storage Tank may be put in service. A checklist outlining the
items required for operating permit issuance is enclosed for your information.Approvals or permits from the local authority or the county may be necessary before beginning construction
of this project. As the project proceeds, notice of any changes in the approved design, as well as any change affecting the quantity or quality of the delivered water, must be submitted
to the Division. We may also conduct interim and final inspections of this project. Please notify us when actual construction begins so that these inspections can be scheduled.
This approval must be renewed if construction has not begun or if substantial equipment has not been ordered within one year of the date of this letter.
If you have any questions regarding this approval, please contact Brent Arns, of this office, at (385) 549-7420, or me at (385) 515-1464.
Sincerely,
Michael Newberry, P.E.
Permitting and Engineering Support Manager
BA/mrn/mdbEnclosures –Operating Permit Checklistcc:Wade Tolbert, Tooele County Health Department, wade.tolbert@tooeleco.govRobert Rouselle, P.E., Ensign Engineering, rrouselle@ensignutah.comCharles
Akerlow, Tooele Valley PID, charles@zenithpartners.orgBuck Peck, Fire Marshal, North Tooele Fire District, buck.peck@ntfdutah.govChris Martin, P.E., ivision of Drinking Water, cmartin@utah.gov
Brent Arns, Division of Drinking Water, barns@utah.govArns 23096 24857 PA ST001
Utah Division of Drinking Water ― Checklist for Issuing Operating PermitsWater System Name:System Number: Project Description:File Number:
Items 1 through 8 below must be submitted to the Division and found to be acceptable prior to operating permit issuance (unless a water line project meets the requirements of R309-500-7
and is not required to obtain an Operating Permit).
Distribution lines (not including in-line booster pump stations) requiring Plan Approval may be placed into service prior to submitting all of the following items and receipt of Operating
Permit if the water system has received items 1 and 4 below.☐1.Certification of Rule Conformance by a professional engineer (P.E.) that all conditions of Plan Approval were accomplished,
and if applicable, changes made during construction were in conformance with rules R309-500 through 550☐2.As-built or record drawings incorporating all changes to approved plans and
specifications (unless no changes were made to the previously approved plans during construction)☐3.Confirmation that as-built or record drawings have been received by the water system☐4.Satisfactory
bacteriological samples as evidence of proper disinfection and flushing in accordance with the appropriate ANSI/AWWA standards:
☐ANSI/AWWA C651-14 AWWA Standard for Disinfecting Water MainsTwo consecutive sample sets at least 16 hours apart, none positive (e.g., every 1,200 feet, end-of-line, each branch)☐ANSI/AWWA
C652-11 AWWA Standard for Disinfection of Water-Storage FacilitiesOne or more samples, none positive☐ANSI/AWWA C653-13 AWWA Standard for Disinfection of Water Treatment PlantsTwo consecutive
samples per unit, none positive, no less than 30 minutes apart☐ANSI/AWWA C654-13 AWWA Standard for Disinfection of WellsTwo consecutive samples, none positive, no less than 30 minutes
apart☐5.Water quality data, where appropriate [For example, include raw and finished water data that demonstrate satisfactory performance of the treatment facility; sample should be
taken from a storage tank for residual volatile organic compounds after tank interior re-coating; etc.]☐6.If applicable, all other documentation that may have been required during the
plan review process☐7.If applicable, confirmation that the water system owner has received the O&M manual for the new facility☐8.If applicable, location data of new storage tank, treatment
facility, or source