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2025.12.04 District Board Agenda Packet
�OVTH TANOF AGet'C r . 19 5 0 UTILITY SOUTH TAHOE PUBLIC UTILITY DISTRICT REGULAR BOARD MEETING AGENDA Thursday, December 4, 2025 - 2:00 p.m. District Board Room 1275 Meadow Crest Drive, South Lake Tahoe, California Joel Henderson, Director BOARD MEMBERS Kelly Sheehan, Director Nick Haven, Vice President Shane Romsos, President Nick Exline, Director Paul Hughes, General Manager Andrea Salazar, Chief Financial Officer 1 . CALL TO ORDER REGULAR MEETING- PLEDGE OF ALLEGIANCE (At this time, please silence phones and other electronic devices so as not to disrupt the business of the meeting.) 2. COMMENTS FROM THE PUBLIC (This is an opportunity for members of the public to address the Board on any short non-agenda items that are within the subject matter jurisdiction of the District. No discussion or action can be taken on matters not listed on the agenda, per the Brown Act. Each member of the public who wishes to comment shall be allotted five minutes.) 3. CORRECTIONS TO THE AGENDA OR CONSENT CALENDAR (For purposes of the Brown Act, all Action and Consent items listed give a brief description of each item of business to be transacted or discussed. Recommendations of the staff, as shown, do not prevent the Board from taking other action.) 4. ADOPTION OF CONSENT CALENDAR (Any item can be removed to be discussed and considered separately upon request. Comments and questions from members of the public,staff or Board can be taken when the comment does not necessitate separate action.) 5. CONSENT ITEMS BROUGHT FORWARD FOR SEPARATE DISCUSSION/ACTION 6. ITEMS FOR BOARD ACTION a. Public Health Goals Report (Adrian Combes, Director of Operations) Hold a Public Hearing at 2:01 p.m. to receive public comments regarding the 2025 Public Health Goals Report. b. 2025 Asphalt Patching and Trench Paving Services Contract (Adrian Combes, Director of Operations) 1) Approve Change Order No. 3 in the amount of $158,750 to Alcorn General Engineering; and 2) Authorize General Manager to execute Change Order No. 3. C. Sewer Force Main Hydraulic Analysis and Air Release Valve Assessment (Taylor Jaime, Staff Engineer II and Brent Goligoski,Senior Engineer) (1) Approve the proposed Scope of Work by Schaaf and Wheeler for Force main Hydraulic Analysis and Air Release Valve Assessment; and (2) Authorize the General Manager to execute Task Order No. 1 with Schaaf and Wheeler in the amount of $254,133. REGULAR BOARD MEETING AGENDA- December 4, 2025 PAGE -2 d. Relinquishment of Unused Legacy Water Rights (Mark Seelos,Water Resources Manager) Adopt Resolution No. 3324-25, revoking six unused water rights on file with the State Water Resources Control Board. e. Bijou 1 Waterline Replacement Project (Laura Hendrickson,Associate Engineer) 1) Approve Change Order No. 2 to Vinciguerra Construction, Inc. in the amount of $300,100; and 2) Authorize the General Manager to execute Change Order No. 2. f. 2026-2027 Sewer Line Spot Repair and Lateral Abandonment Services (Richard Jones IV, Collections & Effluent Operations Supervisor) 1) Reject all bids received for 2026-2027 Sewer Line Spot Repair and Lateral Abandonment Services; and 2) Authorize staff to revise the bid documents as needed to re-advertise the Project. g. Resolutions to Submit Application for Wildwood and Gardner Mountain Water System Improvements Project Loan from State Water Resources Control Board Drinking Water State Revolving Loan Fund (Donielle Morse, Grant Coordinator) Adopt Resolution Nos. 3322-25 and 3323-25 to apply for a State Water Resources Control Board Drinking Water State Revolving Loan in an amount not to exceed $16,500,000 for the Wildwood and Gardner Mountain Water System Improvements Project. 7. STANDING AND AD-HOC COMMITTEES AND LIAISON REPORTS (Discussions may take place; however, no action will be taken.) 8. BOARD MEMBER REPORTS (Discussions may take place; however, no action will be taken.) 9. STAFF/ATTORNEY REPORTS (Discussions may take place; however, no action will be taken.) a. Cyber Tabletop Exercise (Chris Skelly, Information Technology Manager) b. Municipal Information Systems Association of California Excellence in Information Technology Practice Award (Chris Skelly, Information Technology Manager) C. Legislative Update (Shelly Thomsen, Director of Public and Legislative Affairs) 10. GENERAL MANAGER REPORT (Discussion may take place; however, no action will be taken.) 11 . NOTICE OF PAST AND FUTURE MEETINGS/EVENTS Past Meetings/Events 10/16/2025-2:00 p.m. Regular Board Meeting at the District 10/23/2025-8:00 a.m. El Dorado Water Agency Plenary at the District 11/05/2025-Chamber State of the South Shore 1 1/12/2025-3:30 p.m. Operations Committee Meeting at the District 1 1/19/2025-8:00 a.m. Employee Communications Committee Meeting (Sheehan Representing) 1 1/19/2025-3:30 p.m. System Efficiency Committee Meeting at the District 12/04/2025- 10:00 a.m. El Dorado Water Agency Meeting in Placerville Future Meetings/Events 12/09/2025-3:30 p.m. Operations Committee Meeting at the District 12/18/2025-2:00 p.m. Regular Board Meeting at the District REGULAR BOARD MEETING AGENDA- December 4, 2025 PAGE-3 12. ITEMS FOR CLOSED SESSION (The Board will adjourn to Closed Session to discuss items identified below. Closed Session is not open to the public; however, an opportunity will be provided at this time if members of the public would like to comment on any item listed-three minute limit.) a. Pursuant to Section 54956.9(d)(1) of the California Government code, Closed Session may be held for conference with legal counsel regarding existing litigation: Yolo County Superior Court Case CV 2021-1686, Alpine County vs. South Tahoe Public Utility District; et al. ADJOURNMENT (The next Regular Board Meeting is Thursday, December 18,2025, at 2:00 p.m.) The South Tahoe Public Utility District Board of Directors regularly meets the first and third Thursday of each month.A complete Agenda packet is available for review at the meeting and at the District office during the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday. A recording of the meeting is retained for 30 days after Minutes of the meeting have been approved.Items on the Agenda are numbered for identification purposes only and will not necessarily be considered in the order in which they appear.Designated times are for particular items only.Public Hearings will not be called to order prior to the time specified,but may occur slightly later than the specified time. Public participation is encouraged.Public comments on items appearing on the Agenda will be taken at the same time the Agenda items are heard;comments should be brief and directed to the specifics of the item being considered.Please provide the Clerk of the Board with a copy of all written materials presented at the meeting.Comments on items not on the Agenda can be heard during"Comments from the Audience;"however,action cannot be taken on items not on the Agenda. Backup materials relating to an open session item on this Agenda,which are not included with the Board packet,will be made available for public inspection at the same time they are distributed or made available to the Board,and can be viewed at the District office,at the Board meeting and upon request to the Clerk of the Board. The meeting location is accessible to people with disabilities.Every reasonable effort will be made to accommodate participation of the disabled in all of the District's public meetings.If particular accommodations are needed,please contact the Clerk of the Board at(530) 544-6474,extension 6203.All inquiries must be made at least 48 hours in advance of the meeting. REGULAR BOARD MEETING AGENDA - December 4, 2025 PAGE -4 �OVTH TA 195 0 `G� UTILITY SOUTH TAHOE PUBLIC UTILITY DISTRICT CONSENT CALENDAR Thursday, December 4, 2025 ITEMS FOR CONSENT a. LEAD SERVICE LINE INVENTORY (Adrian Combes, Director of Operations) 1) Approve Task Order No. 1 A to Truepani, Inc. in the amount of $18,100; and 2) Authorize General Manager to execute Task Order No. IA. b. RECEIVE AND FILE PAYMENT OF CLAIMS (Greg Dupree,Accounting Manager) Receive and file Payment of Claims in the amount of $5,1 12,023.33. c. REGULAR BOARD MEETING MINUTES: October 16, 2025 (Melonie Guttry, Executive Services Manager/Clerk of the Board) Approve October 16, 2025, Minutes General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility District Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 4a TO: Board of Directors FROM: Adrian Combes, Director of Operations MEETING DATE: December 4, 2025 ITEM - PROJECT NAME: Lead Service Line Inventory REQUESTED BOARD ACTION: 1) Approve Task Order No. IA to Truepani, Inc. in the amount of $18,100; and 2) Authorize General Manager to execute Task Order No. IA. DISCUSSION: The District is required under the Lead and Copper Rule to prepare a lead service line inventory which identifies the material of water services on both the District side of the meter and customer side of the meter. The District issued a Request for Proposals (RFP) at the end of 2024 to engage a consultant to assist with the preparation of the baseline inventory, develop a workplan to be approved by the Department of Drinking Water, provide field survey support and prepare final reporting. The District issued Task Order No. 1 to prepare the initial inventory and workplan. The purpose of this item is to approve the remaining work which includes updating the final inventory, preparing a final report and presentation, and continued project management. The District did not utilize the consultant to assist with developing a plan for the field surveys which saved approximately $30,000 from the original proposal. The cost for the remaining amount of work to complete the inventory is $18,100. Staff recommend that this Task Order amendment be approved so that the inventory may be completed and submitted before the end of the calendar year. Adrian Combes Page 2 December 4, 2025 SCHEDULE: Upon Approval COSTS: $18,100 ACCOUNT NO: 20.30.8547 BUDGETED AMOUNT AVAILABLE: $(86,484.06) 2025-26; $47,308 2024-25 rollover; remaining funded from contingency. IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ® No ❑ N/A ATTACHMENTS: Amended Task Order No. 1 A CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Water GENERAL MANAGER: YESr NO CHIEF FINANCIAL OFFICER: YES A�) NO TRUEPANI, INC. AMENDED TASK ORDER NO. 1A CONSULTING SERVICES This Task Order Amendment No. 1 A is made and entered into as of the 4t" day of December 2025 by and between South Tahoe Public Utility District, hereinafter referred to as "DISTRICT" and TruePani, Inc., hereinafter referred to as "CONSULTANT". In consideration of the mutual promises, covenants, and conditions as addressed in the Master Agreement dated March 14, 2025, and as specifically hereinafter set forth, the parties do hereby agree as follows: 1 . PURPOSE The purpose of this Amended Task Order is for CONSULTANT to complete the lead service line inventory after the completion of field surveys of water service materials in accordance with the law after the completion of field surveys and provide a final report and presentation. 2. SCOPE OF WORK The scope of work for these engineering consulting services is more specifically identified in CONSULTANT's revised proposal dated October 24, 2025, and further outlined therein as Task 2 as authorized by DISTRICT. This proposal is attached hereto, marked as Exhibit "A", and incorporated herein by this reference as a part of this Task Order Amendment. 3. STAFFING Key staffing will consist of Sam Becker, MPH, Project Manager and Shannon Evanchec, MBA, Project Manager. CONSULTANT shall not change key staffing without approval by DISTRICT. 4. DISTRICT RESPONSIBILITIES DISTRICT agrees that its officers and employees will cooperate with CONSULTANT in the performance of services under this Task Order and will provide documentation and information in its possession. 5. TIME OF PERFORMANCE Tasks shall commence on December 4t", 2025, with key milestones being identified in Exhibit "A", and shall be completed on or about March 1 , 2026, unless otherwise directed by DISTRICT. 6. PAYMENT Payment to CONSULTANT for services performed under this Task Order No. 1A shall be as provided in Article IV of the March 14, 2025, Master Agreement for Consulting Services and shall not exceed the amount of Eighteen Thousand One Hundred Dollars ($18,100) unless the scope of work is changed, and an increase is authorized by DISTRICT. 1 7. INSURANCE COVERAGE CONSULTANT's Errors & Omissions coverage shall be not less than $2,000,000 with a deductible of not more than $200,000 for the duration of this Task Order. 8. LABOR CODE REQUIREMENTS All State of California prevailing wage laws must be complied within the performance of work related to this Task Order. These include, but are not limited to, Labor Code Sections 1720 through 1860. 9. EFFECTIVE DATE This Task Order No. 1 A will become effective upon execution by both parties and shall serve as a Notice to Proceed upon execution by DISTRICT. IN WITNESS WHEREOF, this Agreement is executed by the General Manager and Clerk of the Board of the South Tahoe Public Utility District, and CONSULTANT has caused this Agreement to be executed the day and year first above written. December 4, 2025 Paul Hughes, General Manager Approval Date Attest: Melonie Guttry, Clerk of Board TruePani, Inc. Sam Becker, Co-Founder Chief Technology Officer 2 PAYMENT OF CLAIMS FOR APPROVAL December 4, 2025 Payroll 11/10/25 737,545.42 Payroll 11/25/25 684,829.98 Total Payroll 1,422,375.40 ADP & Insight eTools 7,063.26 AFLAC/WageWorks claims and fees 250.20 Ameritas - Insurance Payments 12,718.09 Total Vendor EFT 20,031.55 Weekly Approved Check Batches Water Sewer Total Thursday, November6, 2025 1,482,055.75 370,737.21 1,852,792.96 Thursday, November 13, 2025 700,602.05 922,559.39 1,623,161.44 Thursday, November21, 2025 90,114.47 101,786.87 191,901.34 Total Accounts Payable Checks 3,667,855.74 Utility Management Refunds 1,760.64 Total Utility Management Checks 1,760.64 Grand Total $5,112,023.33 Payroll EFTs & Checks 11/10/2025 11/25/2025 EFT CA Employment Taxes &W/H 38,407.29 36,426.39 EFT Federal Employment Taxes &W/H 159,289.64 148,999.71 EFT CalPERS Contributions 100,397.78 94,916.56 EFT Empower Retirement-Deferred Comp 28,649.70 27,264.22 EFT Stationary Engineers Union Dues 3,306.12 3,236.60 EFT CDHP Health Savings (HSA) 7,693.24 4,928.04 EFT Retirement Health Savings 20,912.09 0.00 EFT Employee Direct Deposits 378,730.33 368,899.23 CHK Employee Garnishments 159.23 159.23 Total 737,545.42 684,829.98 9T do T @6ed WV 8T:£T:80 SZOZ/SZ/TT uo o@ueJ3 qpI]Aq unb 3NI IN3W39VNVW 3o21nOS321:)IIVnbv-£8£OS JopuaA OL'b59'T$ 9 S@nlonul slelol ONI S30IA213S 1VIIdV:)NOZVWV-L££6ti JopuaA S£'ZTb'T SZOZ/TZ/TT SZOZ/0£/TT SZOZ/6T/TT SZOZ/OT/TT Sb9S#133 Aq Pled sallddnS JalndwoD pu4sl(] baT3-9X>IC b9XT 89'8Z SZOZ/TZ/TT SZOZ/0£/TT SZOZ/6T/TT SZOZ/b0/TT 8b9S#133 Aq Pled sallddnS a@1-10 L6DD-3dWd-3NJT TS'9S SZOZ/90/TT SZOZ/T£/OT SZOZ/90/TT SZOZ/8Z/OT TESS#ld3 Aq Pled sluawanoJdwl lueld 'DslW dWbb-J69L->ITDT 8T'LZ SZOZ/90/TT SZOZ/T£/OT SZOZ/90/TT SZOZ/LZ/0T TESS#ld3 Aq Pled Sa:)IAJ@S IelJOIIUe[ b6b(1-bX>IN-AHHT 8S'S8 SZOZ/£T/TT SZOZ/T£/OT SZOZ/ET/TT SZOZ/LZ/0T S8SS#J�3 Aq Pled sle:)IsAyd-Iuawdlnb3 AIa3eS IAMJ-dAAM-TMTT LO'bb SZOZ/90/TT SZOZ/TE/OT SZOZ/90/TT SZOZ/bZ/OT TESS#ld3 Aq P1ed 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Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 25-06AR Oxygenation System Upgrades Paid by EFT#5649 11/21/2025 11/21/2025 11/30/2025 11/21/2025 14,700.00 (HPR)Retainage Vendor 50383-AQUATIC RESOURCE MANAGEMENT INC Totals Invoices 1 $14,700.00 Vendor 49951-ARIAT INTERNATIONAL INC 9001468072 Safety Equipment-Physicals Paid by EFT#5532 10/16/2025 11/05/2025 10/31/2025 11/06/2025 487.03 Vendor 49951-ARIAT INTERNATIONAL INC Totals Invoices 1 $487.03 Vendor 45202-AT&T MOBILITY 287257798939 025 Telephone Paid by EFT#5533 10/19/2025 11/05/2025 10/31/2025 11/06/2025 184.41 287306407514 025 Telephone Paid by EFT#5650 11/02/2025 11/19/2025 11/30/2025 11/21/2025 3,440.92 Vendor 45202-AT&T MOBILITY Totals Invoices 2 $3,625.33 Vendor 48000-AT&T/CALNET 3 000024248691 Telephone Paid by EFT#5534 10/20/2025 11/05/2025 10/31/2025 11/06/2025 31.42 000024248693 Telephone Paid by EFT#5534 10/20/2025 11/05/2025 10/31/2025 11/06/2025 919.23 000024248694 Telephone Paid by EFT#5534 10/20/2025 11/05/2025 10/31/2025 11/06/2025 114.19 000024248947 Telephone Paid by EFT#5534 10/20/2025 11/05/2025 10/31/2025 11/06/2025 31.54 000024293909 Telephone Paid by EFT#5651 11/01/2025 11/19/2025 11/30/2025 11/21/2025 31.41 000024293911 Telephone Paid by EFT#5651 11/01/2025 11/19/2025 11/30/2025 11/21/2025 31.41 000024299110 Telephone Paid by EFT#5651 11/01/2025 11/19/2025 11/30/2025 11/21/2025 1,747.23 000024327262 Telephone Paid by EFT#5651 11/07/2025 11/19/2025 11/30/2025 11/21/2025 32.23 000024327263 Telephone Paid by EFT#5651 11/07/2025 11/19/2025 11/30/2025 11/21/2025 32.23 000024327265 Telephone Paid by EFT#5651 11/07/2025 11/19/2025 11/30/2025 11/21/2025 39.61 Vendor 48000-AT&T/CALNET 3 Totals Invoices 10 $3,010.50 Vendor 50103-AZUL ELECTRIC SUPPLY LLC 010990 Repair-Maintenance Water Paid by EFT#5535 10/15/2025 11/06/2025 10/31/2025 11/06/2025 129.17 Tanks 011069 Wells Paid by EFT#5535 10/21/2025 11/06/2025 10/31/2025 11/06/2025 4.23 011181 Secondary Equipment Paid by EFT#5535 10/28/2025 11/06/2025 10/31/2025 11/06/2025 80.86 011185 Buildings Paid by EFT#5586 10/29/2025 11/13/2025 10/31/2025 11/13/2025 193.42 011212 Upper Truckee Sewer PS Rehab Paid by EFT#5535 10/30/2025 11/06/2025 10/31/2025 11/06/2025 162.51 011319 Buildings Paid by EFT#5586 11/06/2025 11/13/2025 11/30/2025 11/13/2025 59.98 011338 Shop Supplies Paid by EFT#5652 11/07/2025 11/19/2025 11/30/2025 11/21/2025 204.87 Vendor 50103-AZUL ELECTRIC SUPPLY LLC Totals Invoices 7 $835.04 Vendor 49339-BASEFORM INC 10242025-368 Pipe-Covers &Manholes Paid by EFT#5536 10/24/2025 11/06/2025 10/31/2025 11/06/2025 2,430.00 10242025-369 Pipe-Covers &Manholes Paid by EFT#5536 10/24/2025 11/06/2025 10/31/2025 11/06/2025 2,584.87 Vendor 49339-BASEFORM INC Totals Invoices 2 $5,014.87 Vendor 44109-BB&H BENEFIT DESIGNS 132677 Contractual Services Paid by EFT#5587 11/03/2025 11/13/2025 12/31/2025 11/13/2025 250.00 Vendor 44109-BB&H BENEFIT DESIGNS Totals Invoices 1 $250.00 Vendor 45009-BENTLY RANCH 213658 Biosolid Disposal Costs Paid by EFT#5588 10/16/2025 11/13/2025 10/31/2025 11/13/2025 1,090.65 213674 Biosolid Disposal Costs Paid by EFT#5588 10/22/2025 11/13/2025 10/31/2025 11/13/2025 1,050.75 Run by Erika Franco on 11/25/2025 08:13:18 AM Page 2 of 16 9T do£a6ed WV 8T:ET:80 SZOZ/SZ/iT uo oouea3 qpl]Aq unb SNOIlVDINnwwo:)213121VH:)-90b8b aopuaA 9Z'8EO'6b$ S SaalonuI sle101 dl10:)9-MOB-8Z£Zb aopuaA OS'Z59'OT SZOZ/ET/TT SZOZ/TE/ZT SZOZ/ET/TT SZOZ/SO/TT b6SS#ld3 Aq Pled sla24WD ODIAaaS Wb(]ZZE)V b6'T6E SZOZ/ET/TT SZOZ/TE/OT SZOZ/ET/TT SZOZ/TO/TT b6SS#ld3 Aq P1ed sla24WD aalnaaS SSbIZE)V OE'8bZ'T SZOZ/ET/TT SZOZ/OE/TT SZOZ/ET/TT SZOZ/TO/TT b6SS#ld3 Aq Pled sla24WD aalnaaS [4ttIZE)V ZT709 SZOZ/ET/TT SZOZ/OE/TT SZOZ/ET/TT SZOZ/6Z/OT b6SS#ld3 Aq Pled sallddnS aalilo 3LTA99V Ob'EbT'9E SZOZ/ET/TT SZOZ/TE/OT SZOZ/ET/TT SZOZ/SZ/60 b6SS#ld3 Aq Pled spledaad snoauellaaslW 3SJ9ZDV d210:)9-Mai-8Z£Zb aopuaA 00'SL9'6T$ T Sa:)lonul sle401 VSV:)-OOSZT aopuaA u014e0l3lTaa9 00'SL9'6T SZOZ/ET/TT 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JNI 1SS38-9S£OS aopuaA S8'69L'b$ S SaalonuI W401 HEN"A11N38-600SV aopuaA SL'TbL SZOZ/TZ/TT SZOZ/OE/TT SZOZ/6T/TT SZOZ/ZT/TT ES9S#J=13 Aq Pled slsoD lesodsl(] plloso!8 9bL£TZ S0'808 SZOZ/TZ/TT SZOZ/OE/TT SZOZ/6T/TT SZOZ/90/TT ES9S#J=13 Aq Pled slsoD lesodsla pllosole TELETZ S9'8L0'T SZOZ/ET/TT SZOZ/OE/TT SZOZ/ET/TT SZOZ/b0/TT 88SS#JA3 Aq Pled slsoD lesodsla p!loso!9 ZOL£TZ IunowV IaN aalonul ale(]luawAed ale(] panlaaa'd ale(]I/g aIe(]an(] ale(]aalonul uosMd plaH snlelS uolldla:)sa(]aulonul aagwnN a0lonul yg10 All-llln bUljSij AJ2wwnS 'QM • 096 t • 0��d aDionui - aopuaA Aq Taoda� _ SZ/SZ/TT - SZ/0E/OT @5U2,d @12(1 4U@WA2d sLuiel:) jo juaLuAed 0 lv.L Hl00 �OVTH TaH0F Payment of Claims _ Payment Date Range 10/30/25 - 11/25/25 m' Report By Vendor - Invoice AGS0"er 1950 Wa°�`G� Summary Listing e'-7C UTILITY 0191 Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 176157701110125 Telephone Paid by EFT#5655 11/01/2025 11/19/2025 11/30/2025 11/21/2025 150.00 Vendor 48406-CHARTER COMMUNICATIONS Totals Invoices 1 $150.00 Vendor 40343-CHEMSEARCH INC 9363519 Service Contracts Paid by EFT#5539 10/20/2025 11/06/2025 10/31/2025 11/06/2025 401.09 Vendor 40343-CHEMSEARCH INC Totals Invoices 1 $401.09 Vendor 48672-CINTAS CORP 5293476101 Safety Equipment-Physicals Paid by EFT#5595 09/23/2025 11/13/2025 10/31/2025 11/13/2025 1,064.89 Vendor 48672-CINTAS CORP Totals Invoices 1 $1,064.89 Vendor 12535-CITY OF SOUTH LAKE TAHOE AR204918 Caltrans-City-County- Paid by EFT#5540 10/01/2025 11/06/2025 10/31/2025 11/06/2025 19,150.00 Improvements SAC WL PERMIT Sacramento Waterline Paid by Check#115149 11/05/2025 11/06/2025 11/30/2025 11/06/2025 5,155.00 Replacement Vendor 12535-CITY OF SOUTH LAKE TAHOE Totals Invoices 2 $24,305.00 Vendor 40512-CODALE ELECTRIC SUPPLY S009520665.001 Pump Stations Paid by EFT#5541 10/29/2025 11/05/2025 10/31/2025 11/06/2025 3,884.97 Vendor 40512-CODALE ELECTRIC SUPPLY Totals Invoices 1 $3,884.97 Vendor 48948-ROSS COLE PER DIEM 110225 Travel-Meetings-Education Paid by EFT#5542 10/31/2025 11/06/2025 11/30/2025 11/06/2025 259.00 Vendor 48948- ROSS COLE Totals Invoices 1 $259.00 Vendor 50279-COONS CONSTRUCTION LLC C25-0468 Base,Spoils,and Hauling Paid by EFT#5656 10/31/2025 11/19/2025 11/30/2025 11/21/2025 7,795.69 Vendor 50279-COONS CONSTRUCTION LLC Totals Invoices 1 $7,795.69 Vendor 50100-CRANETECH INC INVI24363 Biosolids Equipment- Building Paid by EFT#5543 10/10/2025 11/06/2025 10/31/2025 11/06/2025 4,997.22 INVI24434 Service Contracts Paid by EFT#5543 10/13/2025 11/06/2025 10/31/2025 11/06/2025 6,066.25 Vendor 50100-CRANETECH INC Totals Invoices 2 $11,063.47 Vendor 42897-CWEA MemOrgSync2026 Dues-Memberships- Paid by Check#115154 09/29/2025 11/13/2025 10/31/2025 11/13/2025 8,952.36 Certification 12639 LAB3 2025 Dues-Memberships- Paid by Check#115157 11/12/2025 11/19/2025 11/30/2025 11/21/2025 124.00 Certification Vendor 42897-CWEA Totals Invoices 2 $9,076.36 Vendor 49694-DIGITAL TECHNOLOGY SOLUTIONS INC 23649 Telephone Paid by EFT#5544 11/01/2025 11/06/2025 11/30/2025 11/06/2025 295.00 Vendor 49694-DIGITAL TECHNOLOGY SOLUTIONS INC Totals Invoices 1 $295.00 Vendor 48289-DIY HOME CENTER Oct 25 Stmt Buildings&Shop Supplies Paid by EFT#5596 10/31/2025 11/13/2025 10/31/2025 11/13/2025 883.78 Vendor 48289-DIY HOME CENTER Totals Invoices 1 $883.78 Vendor 49959-DUDEK 202506678A Grounds&Maintenance Paid by EFT#5657 08/14/2025 11/19/2025 11/30/2025 11/21/2025 20,589.19 Vendor 49959-DUDEK Totals Invoices 1 $20,589.19 Run by Erika Franco on 11/25/2025 08:13:18 AM Page 4 of 16 �OVTH TaH0F Payment of Claims _ Payment Date Range 10/30/25 - 11/25/25 m' Report By Vendor - Invoice AGS0"er 1950 Wa°�`G� Summary Listing e'-7C UTILITY 0191 Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 50334-EATON PUMPS SALES&SERVICE INV101176 Elks Club Well Pump Install Paid by EFT#5545 10/21/2025 11/05/2025 10/31/2025 11/06/2025 8,023.00 Vendor 50334- EATON PUMPS SALES&SERVICE Totals Invoices 1 $8,023.00 Vendor 14683-EL DORADO COUNTY TRANSPORTATION DEPT U20489 Caltrans-City-County- Paid by EFT#5597 10/27/2025 11/13/2025 10/31/2025 11/13/2025 927.87 Improvements Vendor 14683- EL DORADO COUNTY TRANSPORTATION DEPT Totals Invoices 1 $927.87 Vendor 44263-ENS RESOURCES INC 3996 Public Relations Expense Paid by EFT#5598 11/02/2025 11/13/2025 10/31/2025 11/13/2025 5,500.00 Vendor 44263-ENS RESOURCES INC Totals Invoices 1 $5,500.00 Vendor 44032- ENVIRONMENTAL EXPRESS 1000845541 Laboratory Supplies Paid by EFT#5599 10/17/2025 11/13/2025 10/31/2025 11/13/2025 789.60 Vendor 44032-ENVIRONMENTAL EXPRESS Totals Invoices 1 $789.60 Vendor 44708- ENVIRONMENTAL SYSTEMS RESEARCH INSTITUTE INC 900128441 Service Contracts Paid by EFT#5658 11/03/2025 11/19/2025 11/30/2025 11/21/2025 28,400.00 Vendor 44708- ENVIRONMENTAL SYSTEMS RESEARCH INSTITUTE INC Totals Invoices 1 $28,400.00 Vendor 18550-EUROFINS EATON ANALYTICAL LLC 3800102177 Monitoring Paid by EFT#5546 10/22/2025 11/06/2025 10/31/2025 11/06/2025 41.20 3800102313 Monitoring Paid by EFT#5546 10/23/2025 11/06/2025 10/31/2025 11/06/2025 363.10 3800102733 Monitoring Paid by EFT#5546 10/27/2025 11/06/2025 10/31/2025 11/06/2025 41.20 3800103018 Monitoring Paid by EFT#5546 10/29/2025 11/06/2025 10/31/2025 11/06/2025 216.30 3800103968 Monitoring Paid by EFT#5659 11/05/2025 11/19/2025 11/30/2025 11/21/2025 486.90 Vendor 18550-EUROFINS EATON ANALYTICAL LLC Totals Invoices 5 $1,148.70 Vendor 14890-FEDEX 9-040-86579 Postage Expenses Paid by EFT#5547 10/24/2025 11/06/2025 10/31/2025 11/06/2025 119.93 9-049-48506 Postage Expenses Paid by EFT#5547 10/31/2025 11/06/2025 10/31/2025 11/06/2025 108.64 9-058-00167 Postage Expenses Paid by EFT#5660 11/07/2025 11/19/2025 11/30/2025 11/21/2025 178.69 Vendor 14890-FEDEX Totals Invoices 3 $407.26 Vendor 15000-FISHER SCIENTIFIC 4421067 Laboratory Supplies Paid by EFT#5600 10/20/2025 11/13/2025 10/31/2025 11/13/2025 45.81 Vendor 15000-FISHER SCIENTIFIC Totals Invoices 1 $45.81 Vendor 48715-FLEETCREW-ANELLE MGMT SRV 63193 Automotive Paid by EFT#5601 10/21/2025 11/13/2025 10/31/2025 11/13/2025 1,371.20 Vendor 48715-FLEETCREW-ANELLE MGMT SRV Totals Invoices 1 $1,371.20 Vendor 49887-FLOWSERVE CORPORATION 653273743 Rebuild LPPS Pumps#1 and#2 Paid by EFT#5602 10/31/2025 11/13/2025 10/31/2025 11/13/2025 260,252.51 Vendor 49887-FLOWSERVE CORPORATION Totals Invoices 1 $260,252.51 Vendor 48402-FLYERS ENERGY LLC 25-500542 Diesel Expense Paid by EFT#5603 10/24/2025 11/13/2025 10/31/2025 11/13/2025 862.30 25-501550 Gasoline&Diesel Fuel Inventory Paid by EFT#5548 10/24/2025 11/06/2025 10/31/2025 11/06/2025 5,818.58 25-506288 Gasoline Fuel Inventory Paid by EFT#5548 10/30/2025 11/06/2025 10/31/2025 11/06/2025 2,244.38 25-513206 Gasoline&Diesel Fuel Inventory Paid by EFT#5661 11/06/2025 11/19/2025 11/30/2025 11/21/2025 6,041.94 Run by Erika Franco on 11/25/2025 08:13:18 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IaN anlonul ale(]luawA2d ale(] panla:)ab ale(]I/g ale(]and ale(]a:)lonul uoseab PIaH snlelS uollduDsa(] aDionul aagwnN aZ)lonul yg10 All-llln 5uilsil AjewwnS y�`��etN • 096 t • a8�j0' a:)ionul - aopuaA Aq laoda-d _ SZ/SZ/ii - SZ/0£/Oi a6ue'd a4e(1 IuauaAed sLuiel:) jo juaLuAed 0 V.L H 100 yoVTH rahoF Payment of Claims _ Payment Date Range 10/30/25 - 11/25/25 Report By Vendor - Invoice A(�sewer 1950 W9�e Summary Listing B��C UTILITY DID Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 49604-HOUSTON MAGNANI AND ASSOCIATES Totals Invoices 1 $800.00 Vendor 50343-HOWDEN USA COMPANY 275131 S.U.T. Spare Blower Unit Paid by EFT#5611 07/10/2025 11/13/2025 10/31/2025 11/13/2025 10,605.32 Vendor 50343-HOWDEN USA COMPANY Totals Invoices 1 $10,605.32 Vendor 50284-IGM TECHNOLOGY CORP INV-2145 Service Contracts Paid by EFT#5612 10/23/2025 11/13/2025 10/31/2025 11/13/2025 46,056.00 Vendor 50284-IGM TECHNOLOGY CORP Totals Invoices 1 $46,056.00 Vendor 48056-INFOSEND INC 298079 Printing&Postage Expenses Paid by EFT#5613 10/31/2025 11/13/2025 10/31/2025 11/13/2025 12,230.58 Vendor 48056-INFOSEND INC Totals Invoices 1 $12,230.58 Vendor 50123-INLAND SUPPLY CO INC 1109480 Janitorial Supplies Inventory Paid by EFT#5614 09/18/2025 11/13/2025 10/31/2025 11/13/2025 612.74 1109442 Grounds&Maintenance Paid by EFT#5614 09/25/2025 11/13/2025 10/31/2025 11/13/2025 750.86 Vendor 50123-INLAND SUPPLY CO INC Totals Invoices 2 $1,363.60 Vendor 48705-JCG TECHNOLOGIES INC 10139 Service Contracts Paid by EFT#5615 10/01/2025 11/13/2025 11/30/2025 11/13/2025 475.00 Vendor 48705-JCG TECHNOLOGIES INC Totals Invoices 1 $475.00 Vendor 48865-JAMES KELLY TRAVELEXP 102325 Travel-Meetings-Education Paid by EFT#5616 11/10/2025 11/13/2025 10/31/2025 11/13/2025 964.38 Vendor 48865-JAMES KELLY Totals Invoices 1 $964.38 Vendor 50319-KIEFER CONSULTING INC 16755 Wtr Efficiency/Loss Data Syst Paid by EFT#5617 11/04/2025 11/13/2025 10/31/2025 11/13/2025 8,692.50 Implementation Vendor 50319-KIEFER CONSULTING INC Totals Invoices 1 $8,692.50 Vendor 43694-KIMBALL MIDWEST 103872899 Shop Supplies Paid by EFT#5554 10/24/2025 11/06/2025 10/31/2025 11/06/2025 172.24 103873006 Shop Supplies Paid by EFT#5618 10/24/2025 11/13/2025 10/31/2025 11/13/2025 1,094.64 Vendor 43694-KIMBALL MIDWEST Totals Invoices 2 $1,266.88 Vendor 49725- LAKESIDE TERMITE&PEST CONTROL 019242698 Buildings Paid by EFT#5555 10/24/2025 11/06/2025 10/31/2025 11/06/2025 150.00 021616974 Buildings Paid by EFT#5555 10/28/2025 11/06/2025 10/31/2025 11/06/2025 475.00 021617035 Buildings Paid by EFT#5555 10/28/2025 11/06/2025 10/31/2025 11/06/2025 550.00 013771403 Buildings Paid by EFT#5619 11/05/2025 11/13/2025 11/30/2025 11/13/2025 150.00 Vendor 49725-LAKESIDE TERMITE&PEST CONTROL Totals Invoices 4 $1,325.00 Vendor 22200-LANGENFELD ACE HARDWARE Oct 25 Stmt Buildings&Shop Supplies Paid by EFT#5620 10/31/2025 11/13/2025 10/31/2025 11/13/2025 440.57 Run by Erika Franco on 11/25/2025 08:13:18 AM Page 7 of 16 9T 40 8 a6ed WV 8T:£T:80 SZOZ/SZ/TT uo wuead qpu]Aq unb EE'TZL'T SZOZ/£T/TT SZOZ/OE/TT SZOZ/ET/TT SZOZ/b0/TT 9STSTT#1:)@qD Aq pled SZO 8LL60680000Z Z8711 SZOZ/£T/TT SZOZ/OE/TT SZOZ/ET/TT SZOZ/b0/TT 9STSTT#�DagD Aq pled SZO 9SE6068000OZ 8T'0£ SZOZ/£T/TT SZOZ/OE/TT SZOZ/ET/TT SZOZ/b0/TT SSTSTT#�DagD Aq Ped SZO 8bSS688000OZ OS't'Sb SZOZ/90/11 SZOZ/TE/OT SZOZ/90/TT SZOZ/OE/OT TSTSTT#10a4D Aq Ped SZO SZOZC680000Z b8'Z SZOZ/90/11 SZOZ/TE/OT SZOZ/90/TT SZOZ/OE/OT TSTSTT#�DagD Aq Ped SZO 8Z6£Z680000Z bZ't8b'T SZOZ/90/11 SZOZ/TE/OT SZOZ/90/TT SZOZ/OE/OT TSTSTT#�DagD Aq Ped SZO 6T86168000OZ 8E'TLZ'T SZOZ/90/11 SZOZ/TE/OT SZOZ/90/TT 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Totals Invoices 2 $10,140.62 Vendor 50018-SUMMIT FIRE&SECURITY LLC 3640041 Luther Pass Pump Station Paid by EFT#5674 11/05/2025 11/19/2025 11/30/2025 11/21/2025 840.00 Vendor 50018-SUMMIT FIRE&SECURITY LLC Totals Invoices 1 $840.00 Vendor 48229-TAHOE DAILY TRIBUNE IN207367 Public Relations Expense Paid by EFT#5638 09/30/2025 11/13/2025 10/31/2025 11/13/2025 1,559.00 B41A7C18-0050 Ads-Legal Notices Paid by EFT#5569 10/27/2025 11/06/2025 10/31/2025 11/06/2025 148.94 IN211009 Public Relations Expense Paid by EFT#5638 10/31/2025 11/13/2025 10/31/2025 11/13/2025 666.00 IN211010 Ads-Legal Notices Paid by EFT#5569 10/31/2025 11/06/2025 10/31/2025 11/06/2025 717.00 Vendor 48229-TAHOE DAILY TRIBUNE Totals Invoices 4 $3,090.94 Vendor 24325-TAHOE SAND&GRAVEL INV371525 Repair-Maintenance Water Paid by EFT#5570 10/30/2025 11/06/2025 10/31/2025 11/06/2025 156.60 Tanks Vendor 24325-TAHOE SAND&GRAVEL Totals Invoices 1 $156.60 Vendor 48927-TAHOE VALLEY LODGE 1073 Standby Accommodations Paid by EFT#5571 11/01/2025 11/06/2025 10/31/2025 11/06/2025 3,930.00 Vendor 48927-TAHOE VALLEY LODGE Totals Invoices 1 $3,930.00 Vendor 50467-ANTHONY TERRY 81142072 Water Use Reduction Rebates Paid by EFT#5572 10/16/2025 11/06/2025 10/31/2025 11/06/2025 750.00 8114207 Turf Buy-Back Program Paid by EFT#5572 10/27/2025 11/06/2025 10/31/2025 11/06/2025 3,000.00 Vendor 50467-ANTHONY TERRY Totals Invoices 2 $3,750.00 Vendor 48477-THOMAS SCIENTIFIC 3741420 Laboratory Supplies Paid by EFT#5639 10/28/2025 11/13/2025 11/30/2025 11/13/2025 226.45 3750052 Laboratory Supplies Paid by EFT#5675 11/07/2025 11/19/2025 11/30/2025 11/21/2025 57.97 Vendor 48477-THOMAS SCIENTIFIC Totals Invoices 2 $284.42 Vendor 50138-TRANSPORT PRODUCTS UNLIMITED 58521 Pipe-Covers &Manholes Paid by EFT#5676 11/07/2025 11/19/2025 11/30/2025 11/21/2025 3,507.19 Vendor 50138-TRANSPORT PRODUCTS UNLIMITED Totals Invoices 1 $3,507.19 Vendor 42546-TRUCKEE OVERHEAD DOOR INC 54512A Replace Roll Up Door Paid by EFT#5640 08/13/2025 11/13/2025 10/31/2025 11/13/2025 6,149.00 Vendor 42546-TRUCKEE OVERHEAD DOOR INC Totals Invoices 1 $6,149.00 Vendor 48085-ULINE 199953507 Janitorial Supplies Paid by EFT#5677 10/30/2025 11/19/2025 11/30/2025 11/21/2025 60.37 Vendor 48085-ULINE Totals Invoices 1 $60.37 Vendor 48262-UPS FREIGHT 0000966628395 Postage Expenses Paid by EFT#5573 09/27/2025 11/06/2025 10/31/2025 11/06/2025 44.25 0000966628425 Postage Expenses Paid by EFT#5641 10/18/2025 11/13/2025 10/31/2025 11/13/2025 109.11 0000966628445 Postage Expenses Paid by EFT#5573 11/01/2025 11/06/2025 10/31/2025 11/06/2025 44.06 0000966628455 Postage Expenses Paid by EFT#5641 11/08/2025 11/13/2025 11/30/2025 11/13/2025 77.51 Vendor 48262-UPS FREIGHT Totals Invoices 4 $274.93 Vendor 49947-CUST#593278 USABLUEBOOK INVO0857262 Pump Stations Paid by EFT#5574 10/15/2025 11/05/2025 10/31/2025 11/06/2025 159.05 Run by Erika Franco on 11/25/2025 08:13:18 AM Page 13 of 16 9T;o bT abed WV 8T:£T:80 SZOZ/SZ/TT uo omea3 qu3 Aq unb 6T'68 SZOZ/TZ/TT 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If%0 y0uTH TAk01950 S AGet'C UTILITY D STP` SOUTH TAHOE PUBLIC UTILITY DISTRICT Joel Henderson, Director BOARD MEMBERS Kelly Sheehan, Director Nick Haven, Vice President Shane Romsos, President Nick Exline, Director Paul Hughes, General Manager Andrea Salazar, Chief Financial Officer REGULAR MEETING OF THE BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DISTRICT November 6, 2025 MINUTES The South Tahoe Public Utility District Board of Directors met in a regular session, 2:00 p.m., at the District Office, located at 1275 Meadow Crest Drive, South Lake Tahoe, California. ROLL CALL: Board of Directors: President Romsos, Directors Haven, Henderson, Sheehan, Exline Staff: Paul Hughes, Andrea Salazar, Ryan Jones, Melonie Guttry, Shannon Chandler, Brent Goligoski, Kyle Ostberg, Chris Skelly, Greg Dupree, Adrian Combes, Star Glaze, Shelly Thomsen, Megan Colvey, Taylor Jaime, Mark Seelos, Laura Dickensen, Sarah Newsome, Garth Butz, Trevor Coolidge 1. PLEDGE OF ALLEGIANCE: 2. COMMENTS FROM THE PUBLIC: None 3. CORRECTIONS TO THE AGENDA OR CONSENT CALENDAR: None 4. ADOPTION OF CONSENT CALENDAR: Moved Sheehan/Second Haven/Henderson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to approve the Consent Calendar as presented. a. 2025 GARDNER MOUNTAIN TANKS RECOATING PROJECT - REBID (Taylor Jaime,Staff Engineer II, Project Manager and Megan Colvey, Director of Engineering) (1) Approved Change Order No. 3 to Unified Field Services Corporation in the amount of ($2,829.83); and (2) Authorized the General Manager to execute Change Order No. 3. b. SEPTEMBER 30, 2025 FISCAL YEAR TO DATE FINANCIAL STATEMENTS (Andrea Salazar, Chief Financial Officer) Received and filed the September 30, 2025 Income Statement and Balance Sheet Reports. c. RECEIVE AND FILE PAYMENT OF CLAIMS (Greg Dupree, Accounting Manager) Received and filed Payment of Claims in the amount of $6,016,728.16. REGULAR BOARD MEETING MINUTES: November 6, 2025 PAGE-2 d. REGULAR BOARD MEETING MINUTES: October 16, 2025 (Melonie Guttry, Executive Services Manager/Clerk of the Board) Approved October 16, 2025, Minutes 5. CONSENT ITEMS BROUGHT FORWARD FOR SEPARATE DISCUSSION/ACTION: None 6. ITEMS FOR BOARD ACTION: a. Keller-Heavenly Water System Improvements Project, Phase 3 (Trevor Coolidge,Senior Engineer) — Trevor Coolidge provided details regarding the Keller-Heavenly Water System Improvements Project, Phase 3 and he and Megan Colvey addressed questions from the Board. Moved Sheehan/Second Exline/Henderson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to 1) Approve Change Order No. 8 to White Rock Construction, Inc., in the amount of $115,118.86; and 2) Authorize the General Manager to execute Change Order No. 8. 7. STANDING AND AD-HOC COMMITTEES AND LIAISON REPORTS: None 8. BOARD MEMBER REPORTS: None 9. STAFF/ATTORNEY REPORTS: Megan Colvev provided an Engineering Capital Improvement Program update highlighting 2025. She thanked the Board for their leadership, guidance and commitment to investing in reliable, sustainable utility infrastructure and recognized the Engineering Department staff for their commitment to the District. The Board expressed their appreciation for the update and would like to see these updates on a regular basis. Trevor Coolidge reported that the Solar Program should be ready to start by December 20, 2025. Adrian Combes provided an Operations Department update and addressed questions from the Board. He reported that there was a pipeline leak on a 10-inch line after dig season ended, in the Al Tahoe neighborhood. The pipe will need replacement, and the cost is approximately $300,000. Vinciguerra is doing the work, and a change order will come forward at a future Board meeting. The Underground Sewer Department has been combined with the Diamond Valley Ranch (DVR) scope, and the merger has worked well, and the knowledge base has been valuable. This year is the first time DVR will see four hay cuttings. The Underground Water Department was down by two crew most of the year but still pulled through with a tremendous amount of work completed. The Water Department is also extremely hard working, and he provided kudos to both departments. The Board is invited to attend the End of Dig Season Cookout on November 13, at Noon at the District. 10. GENERAL MANAGER REPORT: Paul Hughes reported on several items: • Nexgen training has been taking place all week and he recognized Jim Kelly and the Engineering staff for following through. • El Dorado Water Agency held a Plenary at the District and discussion included water quality, water security and PCE contamination issues. Lahontan Water Quality Control Board is in settlement negotiations with the PCE responsible parties, which they are hoping to complete in the near future. • The District is hosting the Tahoe Chamber's State of the South Shore event on Wednesday at 6:00 p.m. Participants will include the District, the City of South Lake Tahoe, Douglas County, REGULAR BOARD MEETING MINUTES: November 6, 2025 PAGE-3 and El Dorado County. The topics are infrastructure projects completed over the past years as well as future plans. • Trevor Coolidge and Donielle Morse addressed questions from the Board regarding Forest Service Funded Vegetation Management permits which might be held up due to the Government shutdown. 11. NOTICE OF PAST AND FUTURE MEETINGS/EVENTS 12. BREAK AND ADJOURN TO CLOSED SESSION: 2:45 p.m. RECONVENE TO OPEN SESSION: 3:04 p.m. a. Pursuant to Section 54956.9(d)(1) of the California Government code, Closed Session may be held for conference with legal counsel regarding existing litigation: Yolo County Superior Court Case CV 2021-1686, Alpine County vs. South Tahoe Public Utility District; et al. No reportable Board Action ADJOURNMENT: 3:05 p.m. Shane Romsos, Board President South Tahoe Public Utility District Melonie Guttry, Executive Services Manager/ Clerk of the Board South Tahoe Public Utility District General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility District Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 6a TO: Board of Directors FROM: Adrian Combes, Director of Operations MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: Public Health Goals Report REQUESTED BOARD ACTION: Hold a Public Hearing at 2:01 p.m. to receive public comments regarding the 2025 Public Health Goals Report. DISCUSSION: A Public Health Goals Report is required to be prepared by July 1, 2025, for water utilities that have greater than 10,000 service connections and their water quality measurements have exceeded any Public Health Goals (PHGs). PHGs are non- enforceable goals established by the California Environmental Protection Agency (Cal EPA) Office of Environmental Health Hazard Assessment (OEHHA). Public Health Goals are different from Maximum Contaminant Levels (MCLs - the legal maximum level for any contaminant in drinking water). Public Health Goals do not take into account available treatment technologies, detection technology, or cost, whereas MCLs do take those things into account. If a constituent was detected in the South Tahoe Public Utility District's (District) water supply between 2022 and 2024 at a level exceeding an applicable PHG or Maximum Contaminant Level Goal (MCLG), this report provides the information required by law. Included is the numerical public health risk associated with the MCL and the PHG or MCLG, the category or type of risk to health that could be associated with each constituent, the best treatment technology available that could be used to reduce the constituent level, and an estimate of the cost to install that treatment if it is appropriate and feasible. Adrian Combes Page 2 December 4, 2025 SCHEDULE: N/A COSTS: N/A ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ® No ❑ N/A ATTACHMENTS: 2025 Public Health Goals Report and Presentation CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Water GENERAL MANAGER: YES NO CHIEF FINANCIAL OFFICER: YES / NO gOVTH TgHOF C UTILITY DELTH RT SOUTH TAHOE PUBLIC UTILITY DISTRICT JUNE 2025 Background Provisions of the California Health and Safety Code §116470(b) specify that larger(> 10,000 service connections) water utilities prepare a special report by July I, 2025 if their water quality measurements have exceeded any Public Health Goals (PHGs). PHGs are non-enforceable goals established by the California Environmental Protection Agency(Cal EPA) Office of Environmental Health Hazard Assessment (OEHHA).The law also requires that where OEHHA has not adopted a PHG for a constituent,the water suppliers are to use the maximum contaminant level goals (MCLG) adopted by the United States Environmental Protection Agency (US EPA). Only constituents which have a California primary drinking water standard and for which either a PHG or MCLG has been set are to be addressed. (Reference No. 2 is a list of all regulated constituents with the MCLs and PHGs or MCLGs). There are a few constituents that are routinely detected in water systems at levels usually well below the drinking water standards for which no PHG nor MCLG has yet been adopted by OEHHA or US EPA including Total Trihalomethanes.These will be addressed in a future required report after a PHG has been adopted. If a constituent was detected in the South Tahoe Public Utility District's (District) water supply between 2022 and 2024 at a level exceeding an applicable PHG or MCLG,this report provides the information required by the law. Included is the numerical public health risk associated with the MCL and the PHG or MCLG, the category or type of risk to health that could be associated with each constituent,the best treatment technology available that could be used to reduce the constituent level, and an estimate of the cost to install that treatment if it is appropriate and feasible. What Are Public Health Goals? Public Health Goals(PHGs) are set by the California Office of Environmental Health Hazard Assessment (OEHHA) which is part of Cal-EPA and are based solely on public health risk considerations. None of the practical risk-management factors that are considered by the US EPA or the California Division of Drinking Water in setting drinking water standards(MCLs) are considered in setting the PHGs. These factors include analytical detection capability,treatment technology available, benefits and costs. The PHGs are not enforceable and are not required to be met by any public water system. MCLGs are the federal equivalent to PHGs. Water Quality Data Considered All the water quality data collected by South Tahoe Public Utility District between 2022 and 2024 for purposes of determining compliance with drinking water standards was considered.This data was all summarized in our 2022, 2023, and 2024 Consumer Confidence Reports. (Reference No. 3) Guidelines Followed The Association of California Water Agencies(ACWA)formed a work group which prepared guidelines for water utilities to use in preparing these newly required reports.The ACWA guidelines were used in the preparation of our report. No guidance was available from state regulatory agencies. Best Available Treatment Technology and Cost Estimates Both the US EPA and California Division of Drinking Water(DDW) adopt what are known as BATS or Best Available Technologies which are the best-known methods of reducing contaminant levels to the maximum contaminant level (MCL). Costs can be estimated for such technologies. However, since many PHGs and all MCLGs are set much lower than the MCL, it is not always possible nor feasible to determine what treatment is needed to further reduce a constituent downward to or near the PHG or MCLG, many of which are set at zero. Estimating the costs to reduce a constituent to zero is difficult, if not impossible. It is sometimes not possible to verify by analytical means that the level has been lowered to zero. In some cases, installing treatment to try and further reduce very low levels of one constituent may have adverse effects on other aspects of water quality. Constituents Detected That Exceed a PHG or a MCLG The following is a discussion of constituents that were detected in one or more of the District's drinking water sources at levels above the PHG, or if no PHG, above the MCLG. Chemical Health Risk California Cancer Risk at California MCL Cancer Risk at Category PHG (mg/L or the PHG (mg/L or ppm) the California ppm) MCL Arsenic Carcinogenicity 0.000004 1x10-6 0.01 2.5x10-3 (causes cancer) (4x10-6) (one per million) (2.5 per thousand) Uranium Carcinogenicity 0.43 pCi/L 1x10-6 20 pCi/L 5x10-5 (causes cancer) (one per million) (five per hundred thousand) Perfluoro- Carcinogenicity 7x10-9 1x10-6 NA NA octanoicacid (causes cancer) (one per million) (PFOA) Arsenic The contamination of a drinking water source by arsenic can result from either natural or human activities. Arsenic is an element that occurs naturally in rocks and soil,water, air, plants and animals. Volcanic activity,the erosion of rocks and minerals, and forest fires are natural sources that can release arsenic into the environment. Although about 90 percent of the arsenic used by industry in the United States is used for wood preservative purposes, arsenic is also used in paints, drugs, dyes, soaps, metals and semi-conductors. Burning fossil fuels and waste, paper production, glass manufacturing, cement manufacturing, mining and smelting can also release arsenic. While arsenic can no longer be used in making pesticides and weed killers,the US EPA is aware that these substances have contributed to drinking water contamination. The PHG for Arsenic is 0.004 micrograms per liter(ug/L or parts per billion). The MCL or drinking water standard for arsenic is 10 ppb.The District detected arsenic levels above the PHG but not exceeding the MCL in the discharge from eight (8) District Wells listed below. The average of the samples taken between 2022 and 2024 are shown in the table below. Well Arsenic(ppb) 2022-2024 Average Arrowhead#3* 3.2 Bakersfield 8.2 Bayview 2.0 Elks Club#2 1.3 Helen #2 6.2 South Upper Truckee#3 1.7 Sunset 3.8 Valhalla 1.9 *Arrowhead Well#3 is equipped with wellhead treatment for Arsenic removal and the level reported is after treatment Some people who drink water containing arsenic in excess of EPA's standard over many years may experience skin damage or circulatory system problems and may have an increased risk of getting cancer. OEHHA has determined that the health risk associated with arsenic is an increased risk of cancer. Numerical health risk data provided by OEHHA determined the health risk associated with the PHG is one (1) excess case of cancer in a million people and the health risk associated with the MCL is two and a half(2.5) excess cases of cancer in 1,000 people over lifetime of exposure. The best available technology for arsenic treatment is Activated Alumina, Coagulation/Filtration, Lime Softening, Ion Exchange and Reverse Osmosis. These treatment methods would require more consultation beyond the scope of this report to determine the appropriate treatment for each well site. Some of the well sites do not have enough land to install/construct a wellhead treatment facility, therefore acquisition of land and associated piping to the facility would be required. For the purpose of this report, adsorption using iron oxide will be selected because that is what the District utilizes at the Arrowhead Well to remove arsenic. Treatment for the wells listed above (excluding Arrowhead Well#3) is estimated to have an annualized capital and operation and maintenance (O&M) cost could range from approximately$3,000,000 to $4,000,000 per year'.That would result in an assumed increased cost for each water customer ranging from $215 to $285 per year. ' Estimate based on Cost Estimates for Treatment Technologies from 2012 ACWA Survey Uranium Uranium is a naturally occurring radioactive element that is found in many types of rocks. Uranium is found in ground and surface waters due to its natural occurrence in geological formations. The PHG for Uranium (U) is 0.43 picoCuries per liter(pCi/L). The MCL or drinking water standard for Uranium is 20 pCi/L. The District detected uranium levels above the PHG but not exceeding the MCL in the discharge from ten (10) District Wells listed below. The average of the samples taken between 2022 and 2024 are shown in the table below: Well Uranium (pCi/L) 2022-2024 Average Al Tahoe#2 1.18 Arrowhead#3 13.4 Bakersfield 8.57 Bayview 0.92 Elks Club#2 1.67 Glenwood #5 5.87 Helen #2 7.37 South Upper Truckee#3 0.78 Sunset 8.03 Valhalla 0.93 Some people who drink water containing uranium in excess of the MCL over many years may have kidney problems or an increased risk of getting cancer. Numerical health risk data provided by OEHHA determined the health risk associated with the PHG is one (1) excess case of cancer in a million people and the health risk associated with the MCL is five (5) excess cases of cancer in 100,000 people over lifetime of exposure. The best available technology for Uranium treatment is Coagulation/Filtration, Ion Exchange, Lime Softening and Reverse Osmosis. These treatment methods would require more consultation beyond the scope of this report to determine the appropriate treatment for each well site. Some of the well sites do not have enough land to install/construct a wellhead treatment facility,therefore acquisition of land and associated piping to the facility would be required. For the purpose of this report, ion exchange will be selected for treatment. The disposal of the spent media for Uranium treatment is complex due to the radioactive nature of the element which can result in a wide range in O&M cost. Ion Exchange for the wells listed above is estimated to have an annualized capital and O&M cost could range from approximately$4,000,000 to $8,000,000 per year 2.That would result in an assumed increased cost for each water customer ranging from $286 to $571 per year. 2 Estimate based on Cost Estimates for Treatment Technologies from 2012 ACWA Survey PFOA Starting in the 1940s, perfluorooctanoic acid (PFOA)was widely used in industrial applications and consumer products, including carpets, rugs, upholstered furniture and non-stick cookware. PFOA has also been present in some firefighting foams used at airports,firefighter training facilities and military airfields. Notably, PFOA in nonstick cookware and PFOS in stain and water-repellant fabrics and in fire- fighting foams.The manufacture of these chemicals was phased out in the US following concerns about their extreme persistence in the environment and their detection in virtually all human blood serum samples, however, may still be present in some imported products. Although levels in the environment have declined from their peak around the year 2000, PFOA and PFOS continue to be present in the environment and are found in California drinking water. The US EPA's MCL for PFOA is 4 ppt (parts-per-trillion), and the PHG for PFOA is 0.007 ppt. The District detected PFOA levels above the PHG but not exceeding the MCL in the discharge from one (1) District Well listed below. The average of the samples taken between 2022 and 2024 are shown in the table below: Helen Well #2—3.1 ppt OEHHA has determined that the health risk associated with PFOA is an increased risk of cancer. Numerical health risk data provided by OEHHA determined the health risk associated with the PHG is one (1) excess case of cancer in a million people. The best available technology for PFOA treatment is Ion exchange, granular activated carbon, reverse osmosis and nanofiltration. These treatment methods would require more consultation beyond the scope of this report to determine the appropriate treatment. For the purpose of this report, granulated activated carbon will be selected for treatment. The capital cost for granulated activated carbon wellhead treatment would likely be between $3,000,000 to $5,000,000 due to the need for a building and potentially additional land. That would result in an assumed increased cost for each water customer ranging from $15 to$21 per year. Recommendations For Further Action The drinking water quality of the South Tahoe Public Utility District meets all State of California, Division of Drinking Water, and US EPA drinking water standards set to protect public health.To further reduce the levels of the constituents identified in this report that are already significantly below the health- based Maximum Contaminant Levels established to provide "safe drinking water;' additional costly treatment processes would be required.The effectiveness of the treatment processes to provide any significant reductions in constituent levels at these already low values is uncertain.The health protection benefits of these further hypothetical reductions are not clear and may not be quantifiable. The District is developing a Water Supply Master Plan and evaluating public health goals and potential for wellhead treatment be considered as a part of that process. References No. 1 Excerpt from Calif Health &Safety Code: Section 116470 No. 2 Table of Regulated Constituents with MCLs, PHGs or MCI-Gs No. 3 South Tahoe Public Utility District's 2022, 2023 and 2024 Water Quality Reports REFERENCE #1 STATE OF CALIFORNIA HEALTH AND SAFETY CODE - SECTION 116470 6/19/25, 10:23 AM California Health and Safety Code§ 116470(2024)::2024 California Code:: U.S.Codes and Statutes::U.S.Law::Justia Go to Previous Versions of this Section v 2024 California Code Health and Safety Code - HSC DIVISION 104 - ENVIRONMENTAL HEALTH PART 12 - DRINKING WATER CHAPTER 4 - California Safe Drinking Water Act ARTICLE 5 - Public Notification Section 116470., Universal Citation: CA Health &Safety Code § 116470 (2024) < Previous Next > 116470. (a) As a condition of its operating permit, every public water system shall annually prepare a consumer confidence report and mail or deliver a copy of that report to each customer, other than an occupant, as defined in Section 799.28 of the Civil Code, of a recreational vehicle park. A public water system in a recreational vehicle park with occupants as defined in Section 799.28 of the Civil Code shall prominently display on a bulletin board at the entrance to or in the office of the park, and make available upon request, a copy of the report. The report shall include all of the following information: (1) The source of the water purveyed by the public water system. https://Iaw.justia.com/codes/california/code-hsc/division-1 04/part-1 2/chapter-4/article-5/section-1 16470/ 1/4 6/19/25, 10:23 AM California Health and Safety Code§ 116470(2024)::2024 California Code:: U.S.Codes and Statutes::U.S.Law::Justia (2) A brief and plainly worded definition of the terms "maximum contaminant level," "primary drinking water standard," and"public health goal." (3) If any regulated contaminant is detected in public drinking water supplied by the system during the past year, the report shall include all of the following information: (A) The level of the contaminant found in the drinking water, and the corresponding public health goal and primary drinking water standard for that contaminant. (B) Any violations of the primary drinking water standard that have occurred as a result of the presence of the contaminant in the drinking water and a brief and plainly worded statement of health concerns that resulted in the regulation of that contaminant. (C) The public water system's address and phone number to enable customers to obtain further information concerning contaminants and potential health effects. (4) Information on the levels of unregulated contaminants, if any, for which monitoring is required pursuant to state or federal law or regulation. (5) Disclosure of any variances or exemptions from primary drinking water standards granted to the system and the basis therefor. (b) On or before July 1, 1998, and every three years thereafter, public water systems serving more than io,000 service connections that detect one or more contaminants in drinking water that exceed the applicable public health goal, shall prepare a brief written report in plain language that does all of the following: (1) Identifies each contaminant detected in drinking water that exceeds the applicable public health goal. (2) Discloses the numerical public health risk, determined by the office, associated with the maximum contaminant level for each contaminant identified in paragraph (1) and the numerical public health risk determined by the office associated with the public health goal for that contaminant. (3) Identifies the category of risk to public health, including,but not limited to, carcinogenic, mutagenic, teratogenic, and acute toxicity, associated with exposure to the contaminant in drinking water, and includes a brief plainly worded description of these terms. https://Iaw.justia.com/codes/california/code-hsc/division-104/part-12/chapter-4/article-5/section-116470/ 2/4 6/19/25, 10:23 AM California Health and Safety Code§ 116470(2024)::2024 California Code:: U.S.Codes and Statutes::U.S.Law::Justia (4) Describes the best available technology, if any is then available on a commercial basis, to remove the contaminant or reduce the concentration of the contaminant. The public water system may, solely at its own discretion, briefly describe actions that have been taken on its own, or by other entities, to prevent the introduction of the contaminant into drinking water supplies. (5) Estimates the aggregate cost and the cost per customer of utilizing the technology described in paragraph (4), if any, to reduce the concentration of that contaminant in drinking water to a level at or below the public health goal. (6) Briefly describes what action, if any, the local water purveyor intends to take to reduce the concentration of the contaminant in public drinking water supplies and the basis for that decision. (c) Public water systems required to prepare a report pursuant to subdivision (b) shall hold a public hearing for the purpose of accepting and responding to public comment on the report. Public water systems may hold the public hearing as part of any regularly scheduled meeting. (d) The department shall not require a public water system to take any action to reduce or eliminate any exceedance of a public health goal. (e) Enforcement of this section does not require the department to amend a public water system's operating permit. (f) Pending adoption of a public health goal by the Office of Environmental Health Hazard Assessment pursuant to subdivision (c) of Section 116365, and in lieu thereof, public water systems shall use the national maximum contaminant level goal adopted by the United States Environmental Protection Agency for the corresponding contaminant for purposes of complying with the notice and hearing requirements of this section. (g) This section is intended to provide an alternative form for the federally required consumer confidence report as authorized by 42 U.S.C. Section 3009-3(c). (Repealed and added by Stats. 1996, Ch. 755, Sec. 12. Effective January 1, 1997•) < Previous Next > https://Iaw.justia.com/codes/california/code-hsc/division-104/part-12/chapter-4/article-5/section-116470/ 3/4 6/19/25, 10:23 AM California Health and Safety Code§ 116470(2024)::2024 California Code:: U.S.Codes and Statutes::U.S.Law::Justia Disclaimer:These codes may not be the most recent version. California may have more current or accurate information.We make no warranties or guarantees about the accuracy,completeness,or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources. This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply. https://Iaw.justia.com/codes/california/code-hsc/division-104/part-12/chapter-4/article-5/section-116470/ 4/4 REFERENCE #2 TABLE OF REGULATED CONSTITUENTS WITH MCLS, PHGS OR MCLGS MCLs, DLRs, and PHGs for Regulated Drinking Water Contaminants Last Update: November 2024 This table includes: California's maximum contaminant levels(MCLs) • Detection limits for purposes of reporting (DLRs) • Public health goals(PHGs)from the Office of Environmental Health Hazard Assessment(OEHHA) • The PHGs for NDMA, PFOA and PFOS(which are not yet regulated in California)are included at the bottom of this table. • The Federal MCLs for PFOA and PFOS are also listed at the end of this table. Units are in milligrams per liter(mg1Q,unless otherwise noted. Chemicals with MCLs in 22 CCR §64431 — Inorganic Chemicals Regulated Contaminant MCL DLR PHG Date of PHG Aluminum 1 0.05 0.6 2001 Antimony 0.006 0.006 0.001 2016 Arsenic 0.010 0.002 0.000004 2004 Asbestos(MFL= million fibers per liter; for fibers 7 MFL 0.2 MFL 7 MFL 2003 >10 microns long) Barium 1 0.1 2 2003 Beryllium 0.004 0.001 0.001 2003 Cadmium 0.005 0.001 0.00004 2006 Chromium,Total 0.05 0.01 withdrawn 1999 Nov.2001 Chromium,Hexavalent 0.01 0.0001 0.00002 2011 Cyanide 0.15 0.1 0.15 1997 Fluoride 2 0.1 1 1997 Mercury(inorganic) 0.002 0.001 0.0012 1999(rev2005)* Nickel 0.1 0.01 0.012 2001 Nitrate(as nitrogen, N) 10 as N 0.4 45 as NO3 2018 (=10 as N) Nitrite(as N) 1 as N 0.4 1 as N 2018 Nitrate + Nitrite(as N) 10 as N -- 10 as N 2018 Perchlorate 0.006 0.004 0.001 2015 Selenium 0.05 0.005 0.03 2010 Thallium 0.002 0.001 0.0001 1999(rev2004) *OEHHA's review of this chemical during the year indicated(rev20XX)resulted in nochange in the PHG. Association of California Water Agencies PHG REPORT GUIDELINES I Attachment 1 Radionuclides with MCLs in 22 CCR §64441 and §64443 - Radioactivity Units are picocuries per liter(pCi/L), unless otherwise stated; n/a = not applicable Regulated Contaminant MCL DLR PHG Date of PHG Gross alpha particle activity-OEHHA concluded in 15 3 none n/a 2003 that a PHG was notpractical Gross beta particle activity-OEHHA concluded in 4 mrem/yr 4 none n/a 2003 that a PHG was notpractical Radium-226 -- 1 0.05 2006 Radium-228 -- 1 0.019 2006 Radium-226 + Radium-228 5 -- -- -- Strontium-90 8 2 0.35 2006 Tritium 20,000 1,000 400 2006 Uranium 20 1 0.43 2001 Chemicals with MCLs in 22 CCR §64444 - Organic Chemicals (a)Volatile Organic Chemicals(VOCs) Regulated Contaminant MCL DLR PHG Date of PHG Benzene 0.001 0.0005 0.00015 2001 Carbon tetrachloride 0.0005 0.0005 0.0001 2000 1,2-Dichlorobenzene 0.6 0.0005 0.6 1997(rev2009) 1,4-Dichlorobenzene(p-DCB) 0.005 0.0005 0.006 1997 1,1-Dichloroethane(1,1-DCA) 0.005 0.0005 0.003 2003 1,2-Dichloroethane(1,2-DCA) 0.0005 0.0005 0.0004 1999(rev2005) 1,1-Dichloroethylene(1,1-DCE) 0.006 0.0005 0.01 1999 Cis-1,2-Dichloroethylene 0.006 0.0005 0.013 2018 Trans-1,2-Dichloroethylene 0.01 0.0005 0.05 2018 Dichloromethane(Methylene chloride) 0.005 0.0005 0.004 2000 1,2-Dichloropropane 0.005 0.0005 0.0005 1999 1,3-Dichloropropene 0.0005 0.0005 0.0002 1999(rev2006) Ethylbenzene 0.3 0.0005 0.3 1997 Methyl tertiary butyl ether(MTBE) 0.013 0.003 0.013 1999 Monochlorobenzene 0.07 0.0005 0.07 2014 Styrene 0.1 0.0005 0.0005 2010 1,1,2,2-Tetrachloroethane 0.001 0.0005 0.0001 2003 Tetrachloroethylene(PCE) 0.005 0.0005 0.00006 2001 Toluene 0.15 0.0005 0.15 1999 1,2,4Trichlorobenzene 0.005 0.0005 0.005 1999 1,1,1 Trichloroethane(1,1,1 TCA) 0.2 0.0005 1 2006 1,1,2-Trichloroethane(1,1,2TCA) 0.005 0.0005 0.0003 2006 Trichloroethylene(TCE) 0.005 0.0005 0.0017 2009 Trichlorofluoromethane(Freon 11) 0.15 0.005 1.3 2014 1,1,2 Trichloro-1,2,2 Trifluoroethane(Freon 113) 1.2 0.01 4 1997(rev2011) Vinyl chloride 0.0005 0.0005 0.00005 2000 Xylenes 1.75 0.0005 1.8 1997 Association of California Water Agencies PHG REPORT GUIDELINES I Attachment 1 (b) Non-Volatile Synthetic Organic Chemicals(SOCs) Date of PHG Alachlor 0.002 0.001 0.004 1997 Atrazine 0.001 0.0005 0.00015 1999 Bentazon 0.018 0.002 0.2 1999(rev2009) Benzo(a)pyrene 0.0002 0.0001 0.000007 2010 Carbofuran 0.018 0.005 0.0007 2016 Chlordane 0.0001 0.0001 0.00003 1997(rev2006) Dalapon 0.2 0.01 0.79 1997(rev2009) 1,2-Dibromo-3-chloropropane(DBCP) 0.0002 0.00001 0.000003 2020 2,4-Dichlorophenoxyacetic acid (2,4-D) 0.07 0.01 0.02 2009 Di(2-ethylhexyl)adipate 0.4 0.005 0.2 2003 Di(2-ethylhexyl) phthalate(DEHP) 0.004 0.003 0.012 1997 Dinoseb 0.007 0.002 0.014 1997(rev2010) Diquat 0.02 0.004 0.006 2016 Endothal 0.1 0.045 0.094 2014 Endrin 0.002 0.0001 0.0003 2016 Ethylene dibromide(EDB) 0.00005 0.00002 0.00001 2003 Glyphosate 0.7 0.025 0.9 2007 Heptachlor 0.00001 0.00001 0.000008 1999 Heptachlor epoxide 0.00001 0.00001 0.000006 1999 Hexachlorobenzene 0.001 0.0005 0.00003 2003 Hexachlorocyclo pentad iene 0.05 0.001 0.002 2014 Lindane 0.0002 0.0002 0.000032 1999(rev2005) Methoxychlor 0.03 0.01 0.00009 2010 Molinate 0.02 0.002 0.001 2008 Oxamyl 0.05 0.02 0.026 2009 Pentachlorophenol 0.001 0.0002 0.0003 2009 Picloram 0.5 0.001 0.166 2016 Polychlorinated biphenyls(PCBs) 0.0005 0.0005 0.00009 2007 Simazine 0.004 0.001 0.004 2001 Thiobencarb 0.07 0.001 0.042 2016 Toxaphene 0.003 0.001 0.00003 2003 1,2,3 Trichloropropane 0.000005 0.000005 0.0000007 2009 2,3,7,8-TCDD(dioxin) 3x10-$ 5x10-9 5x10-" 2010 2,4,5 TP(Silvex) 0.05 0.001 0.003 2014 Copper and Lead, 22 CCR §64672.3 Values referred to as MCLs for lead and copper are not actually MCLs; instead,they arecalled "Action Levels" under the lead and copper rule Date of PHG Copper 1.3 0.05 0.3 2008 Lead 0.015 0.005 0.0002 2009 Association of California Water Agencies PHG REPORT GUIDELINES I Attachment 1 m Chemicals with MCLs in 22 CCR §64533 — Disinfection Byproducts Regulated Contaminant MCL DLR PHG Date of PHG Total Trihalomethanes 0.080 -- -- -- Bromodichloromethane -- 0.0010 0.00006 2020 Bromoform -- 0.0010 0.0005 2020 Chloroform -- 0.0010 0.0004 2020 Dibromochloromethane -- 0.0010 0.0001 2020 Haloacetic Acids(five)(HAA5) 0.060 -- -- -- Monochloroacetic Acid -- 0.0020 -- -- DichloroaceticAdic -- 0.0010 -- -- Trichloroacetic Acid -- 0.0010 -- -- Monobromoacetic Acid -- 0.0010 -- -- Dibromoacetic Acid -- 0.0010 -- -- Bromate 0.010 0.0050** 0.0001 2009 Chlorite 1.0 0.020 0.05 2009 **The DLR for Bromate is 0.0010 mg/L for analysis performed using EPA Method 317.0 Revision 2.0,321.8,or 326.0. Chemicals with PHGs established in response to DDW requests.These are not currently regulated drinking water contaminants.*** Regulated Contaminant MCL DLR PHG Date of PHG N-Nitrosodimethylamine(NDMA) -- 0.000003 2006 Perfluorooctanoic acid (PFOA)*** -- 0.00000007 2024 Perfluorooctane sulfonic acid (PFOS)*** -- 0.000001 2024 ***PFOA and PFOS have US EPA MCLGs and MCLs. PFOA-MCLG is zero.MCL is 4 ng/L PFOS-MCLG is zero.MCL is 4 ng/L Association of California Water Agencies PHG REPORT GUIDELINES I Attachment 1 REFERENCE #3 CONSUMER CONFIDENCE REPORTS 20221 2023 AND 2024 South Tahoe Public Utility District CONSUMER CONFIDENCE REPORT 2022 (&�ffi IS MY WATER SAFE?Yes. Last year,as in years December 4,2014,and is on file with the domestic wastewater discharges,oil and encourages our customers to attend,ask past,your tap water met all U.S. California Department of Public Health gas production,mining,or farming. questions,and provide feedback. Environmental Protection Agency (EPA) (CDPH). Pesticides and herbicides may come from and state drinking water health standards. You may view the document by visiting a variety of sources such as agriculture, RESULTS OF RADON MONITORING Radon Is a The South Tahoe Public Utility District the District's website at www.stpud.us or urban stormwater runoff,and residential radioactive gas that cannot be seen, vigilantly safeguards its water supplies,and by requesting a copy by calling Customer uses.Organic chemical contaminants, tasted,or smelled.It is found throughout we are proud to report that our source Service at 530-544-6474. including synthetic and volatile organic the U.S.Radon can move up through the water has not violated a maximum The District has an ongoing drinking chemicals,are by-products of industrial ground and into a home through cracks contaminant level or any other water water source development program that processes and petroleum production,and and holes in the foundation.Radon can quality standard. seeks potential drinking water well can also come from gas stations,urban build up to high levels in all types of homes. Some people may be more vulnerable locations.Due to the volume of the stormwater runoff,agricultural application, Radon can also get into indoor air when to contaminants in drinking water than average annual Sierra snowpack and and septic systems.Radioactive released from tap water from showering, the general population.Immuno- Lake Tahoe itself,our aquifer has a contaminants can be naturally occurring washing dishes,and other household compromised persons such as persons significant recharge capability. or be the result of oil and gas production activities.Compared to radon entering the with cancer undergoing chemotherapy, and mining activities.Many of these home through soil,radon entering the persons who have undergone organ HOW DO CONTAMINANTS GET INTO contamination sources do not exist in Lake home through tap water will,in most cases, transplants,people with HIV/AIDS or other DRINKING WATER?Drinking water,including Tahoe.In order to ensure that tap water is be a small source of radon in indoor air. immune system disorders,some elderly, bottled water,may reasonably be safe to drink,the United States Radon is a known human carcinogen. and infants can be particularly at risk expected to contain at least small amounts Environmental Protection Agency(USEPA) Breathing air containing radon can from infections.These people should seek of some contaminants.The presence of and the California Department of Public lead to lung cancer.Drinking water advice about drinking water from their contaminants does not necessarily indicate Health (DPH) prescribe regulations that limit containing radon may cause an increased health care providers.EPA/Centers for that water poses a health risk.More the amount of certain contaminants in risk of stomach cancer.If you are Disease Control (CDC) guidelines on information about contaminants and water provided by public water systems. concerned about radon in your home,you appropriate means to lessen the risk of potential health effects can be obtained Food and Drug Administration (FDA) can test the air in your home.For infection by Cryptosporidium and other by calling the Environmental Protection regulations establish limits for contaminants additional information on radon,call your microbial contaminants are available Agency's(EPA)Safe Drinking Water Hotline in bottled water which must provide the state radon program or the EPA's Radon from the USEPA's Safe Water Drinking (1-800-426-479 1).The sources of drinking same protection for public health. Hotline (800-SOS-RADON). Hotline (1-800-426-4791). water(both tap water and bottled water) include rivers,lakes,streams, ponds, HOW CAN I FIND OUT MORE?The information RESULTS OF VOLUNTARY MONITORING WHERE DOES MY WATER COME FROM?There reservoirs,springs,and wells.As water contained in the Consumer Confidence See data sheets are 11 active drinking water wells and 4 travels over the surface of the land or Report may not answer all the questions standby wells which supply more than through the ground,it dissolves naturally you may have about the quality of the REGARDING ARSENIC Arsenic is a naturally 14,000 homes and businesses.All our occurring minerals and,in some cases, South Tahoe Public Utility District's drinking occurring substance that is sometimes drinking water is pumped from radioactive material,and can pick up water supply.If you would like more found at low levels in drinking water, underground aquifers.No water is taken substances resulting from the presence of detailed information, please call the particularly groundwater.The South Tahoe from Lake Tahoe or any other surface animals or from human activity.Microbial District Laboratory at 530-543-6231 or Public Utility District has an active Arsenic water source. contaminants,such as viruses and bacteria, check our website at www.stpud.us. monitoring program,as well as a pilot may come from sewage treatment plants, The District is governed by an elected Arsenic removal system in one of its wells. SOURCE WATER ASSESSMENT AND septic systems,agricultural livestock five-member Board of Directors.Board PROTECTION The District continues to work operations,and wildlife.Inorganic meetings are held on the first and third diligently to protect and maintain our contaminants,such as salts and metals, Thursday of each month at 2 p.m.at the groundwater quality and adequate water can be naturally occurring or result from Customer Service Facility located at 1275 supply.The District's Groundwater urban stormwater runoff,industrial,or Meadow Crest Drive.All meetings are open Management Plan (California Water Code to the public and the District Section 10750)was adopted on SPANISH(ESPANOL)Este reporte contiene informaci6n muy importante acerca la calidad de su agua de beber.Por favor hagalo traducir o hable con alguien que to entienda bi6n. WATER QUALITY DATA TABLE I he table below lists all presented in this table is from testing done in ADDITIONAL CONTAMINANTS In an effort to ensure IMPORTANT DRINKING WATER the drinking water contaminants detected the calendar year of the report.The EPA or the safest water possible,the State has required DEFINITIONS which are applicable for the calendar year of the State requires us to monitor for certain us to monitor some contaminants not required AL Allowed Limit:Limit for this report.The presence of contaminants in the contaminants less often than once per year by Federal regulations.Of those contaminants 90th percentile of samples. water does not necessarily indicate that the because the concentrations of these only the ones listed on the last page under MCL Maximum Contaminant water poses a health risk.Unless otherwise contaminants do not change frequently. "Additional Contaminants"were found in your Level:The highest level of a noted,the data water. contaminant that is allowed in drinking water.MCLs are set as close to the MCLGs as MCLG/PHG OR MCL OR MRDL AVERAGE MIN MAX SAMPLE VIOLATIO feasible using the best RADIONUCLEIDES MRDLG DATE TYPICAL SOURCE available treatment Gross Alpha(pCi/L),minus Uranium 15 2.2 ND 6.4 2022 No ,Decay and erosion of natural deposits technology. Uranium(pCi/L) 0.4 20 5.8 0.9 14.1 2022 No 'Decay and erosion of natural deposits MCLG Maximum Contaminant Level Goal: Radium-226(pCi/L) 0.05 ND ND ND 2022 No _Erosion of natural deposits The level of a contaminant Radium-228(pCi/L) 0.02 ND ND ND 2022 No Erosion of natural deposits in drinking water below which there is no known or Radon(pCi/L) NA 4,000 1330 305 3,930 2021 No Decay and erosion of natural deposits expected risk to health. VOLATILE ORGANIC CHEMICALS MCLGs allow for a margin of safety. MTBE[Methyl Tert Butyl Ether] (ppb) 5 13 ND ND ND 2022 No Leaking underground storage tanks MRDL Maximum Residual Disinfectant Level:The Styrene(ppb) 100 100 ND ND ND 2022 No Discharge from factories.Leaching highest level of a from landfills disinfectant allowed in Tetrachloroethylene(PCE) (ppb) ND 5 ND ND ND 2022 No Discharge from factories,dry cleaners, drinking water.There is and auto shops convincing evidence that addition of a disinfectant is Toluene(ppb) 150 ND ND ND 2022 No Leaking underground storage tanks necessary for control of Xylenes(ppb) 1,750 ND ND ND 2022 No Discharge from chemical factories. microbial contaminants. Solvent MRDLG Maximum Residual Total Trihalomethanes b NA 80 2.6 ND 7.0 2022 No Byproduct of drinking water Disinfection Level Goal: (pp ) The level of a drinking water disinfection disinfectant below which Haloacetic Acids(ppb) NA 60 0.2 ND 1.5 2022 No Byproduct of drinking water there is no known or disinfection expected risk to health. 1,2,3-TCP(ppb) 0.0007 0.005 ND ND ND 2021 N Discharge from industrial and MRDLGs do not reflect the agricultural waste.Leaching from benefits of the use of hazardous waste sites. disinfectants to control microbial contaminants. MICROBIOLOGY PDWS Primary Drinking Water A total of 1,306 Coliform and E.coli bacteria samples were taken throughout our distribution system,as part of our routine monitoring,in 2022. Standards:MCLs for Total Coliforms(%Positive each 0 5 0.1 0 1 2022 No Naturally present in the environment. contaminants that affect month) Source is warm blooded animals health along with their monitoring and reporting E.coli(%Positive) 0 0 0 0 0 2022 No Human and animal fecal matter and requirements,and water wastes treatment requirements. Heterotrophic Plate Count or HPC 200 NA 0.2 ND 1.9 2022 No Naturally present in environment PHG Primary Health Goal: (CFU) The level of contaminant in Chlorine,Free(ppm) 4 4 0.56 ND 2.1 2022 No drinking water below which there is no known or Temperature-System(OF) NA 51 36 77 2022 No expected risk to health. PHGs are set by the California Environmental LEAD AND COPPER-2020 Protection Agency. AT CUSTOMERS'TAPS 'ATE ' AL TYPICAL SOURCE Lead-action level ND 15 2.8 2020 0 No Corrosion of household plumbing at consumer taps(ppb) systems Erosion of natural deposits Copper-action ND 1,300 394 2020 0 No Internal corrosion of household level at consumer plumbing systems;erosion of natural taps(ppb) deposits;leaching from wood preservatives PRIMARY INORGANIC UNIT DESCRIPTIONS Ng/CONTAMINANTS COMMON SOURCE parts per per Liter,or r billion Aluminum ppb 1,000 ND ND No 2022 Erosion of natural deposits.Water treatment mg/L:Milligrams per liter or Antimony ppb 6 ND ND No 2022 Discharge from Refineries,Soldering,Electronics parts per million Arsenic ppb 10 2.8 8.3 No 2022 Glass and electronics production waste.Erosion ppm:Parts per million,or Asbestos MFL 7 ND ND No 2015 Internal corrosion.Erosion of natural deposits milligrams per Liter(mg/L) (fibers exceeding 0.01mm) ppb:Parts per billion,or Barium ppb 1,000 12 47 No 2022 Oil drilling waste.Refineries.Erosion micrograms per Liter(pg/L) Beryllium ppb 4 ND ND No 2022 Discharge from coal burning factories pCl/L:Picocuries per Liter(a Cadmium ppb 5 ND ND No 2022 Internal corrosion.Erosion.Runoff from waste measure of radioactivity) Chromium ppb 50 0.6 1.3 No 2022 Discharge from steel and pulp mills.Erosion MFL:Million Fibers per Liter, Cyanide ppb 150 ND ND No 2022 Discharge from metal,fertilizer factories used to measure asbestos concentration Fluoride ppb 2,000 71 140 No 2022 Discharge from aluminum factories.Erosion NTU:Nephelometric Turbidity Lead(at source) ppb 15 ND ND No 2022 Discharge from manufacturers.Erosion Units.Turbidity is a Mercury ppb 2 ND ND No 2022 Runoff from landfills and factories.Erosion measure of the Nickel ppb 100 ND ND No 2022 Discharge from metal factories. Erosion cloudiness of the water. Nitrate as N ppm 10 0.19 0.60 No 2022 Runoff and leaching from fertilizer use.Septic tanks. CFU/ml:Colony Forming Units Nitrite as N ppm 1 ND ND No 2022 Sewage spills.Erosion per milliliter Perchlorate ppb 6 ND ND No 2022 Industrial discharge NA:Not Applicable Selenium ppb 50 ND ND No 2022 Discharge from refineries.Runoff from livestock lots. ND:Not Detected Thallium ppb 2 ND ND No 2022 Discharge from electronic and drug factories SECONDARY INORGANIC CONTAMINANTS Alkalinity-Total ppm NA 52.3 64.3 No 2022 Erosion of natural deposits Bromide ppm NA 0.02 0.05 No 2022 Erosion of natural deposits Calcium ppm NA 14.6 20.9 No 2022 Erosion of natural deposits Carbon Dioxide,Free ppm NA 3.2 20.2 No 2022 Naturally occurring Chloride ppm 500 11.4 67 No 2022 Erosion of natural deposits Color units 15 ND ND No 2022 Naturally occurring organic materials Copper(at source) ppb 1,000 1.9 5.8 No 2022 Erosion of natural deposits Dissolved Solids,Total ppm 1,000 100 202 No 2022 Erosion of natural deposits Electrical Conductance PS/cm 1,600 151 360 No 2022 Erosion of natural deposits Hardness ppm NA 44 75 No 2022 Erosion of natural deposits Iron ppb 300 7 22 No 2022 Erosion of natural deposits Magnesium ppm NA 2.6 6.8 No 2022 Erosion of natural deposits Manganese ppb 50 1.7 4.3 No 2022 Erosion of natural deposits Odor-Threshold units 3 ND ND No 2022 Naturally occurring organic materials ortho-Phosphate,as P ppm NA 0.04 0.08 No 2022 Erosion of natural deposits Phosphorus-Total ppm NA 0.05 0.09 No 2022 Erosion of natural deposits pH-after treatment units NA 8 6.7 and 9.1 No 2022 Erosion of natural deposits Potassium ppm NA 1.2 4.8 No 2022 Erosion of natural deposits Silver ppb 100 ND ND No 2022 Erosion of natural deposits Sodium ppm NA 12 32 No 2022 Erosion of natural deposits Sulfate ppm 500 3.5 5.4 No 2022 Erosion of natural deposits Turbidity(NTU)The Turbidity NTU 5 0.18 0.86 No 2022 Soil runoff limit for the highest single measurement at source. Vanadium ppb NA 3.4 6.7 No 2022 Erosion of natural deposits Zinc ppb 5,000 ND ND No 2022 Runoff/leaching from natural deposits SOCs (Synthetic Organic Compounds) are mostly human- SOC RESULTS ® ® • made carbon-based chemicals.They are used as pesticides,defoliants,fuel additives and as ingredients in the EPA 505 Organochlorine Pesticides/PCBs ND ND ND 7/2021, 11/2021 manufacture of many other compounds.Some of the more EPA 515.4-Chlorophenoxy Herbicides ND ND ND 7/2021, 11/2021 well-known ones include PCBs,Atrazine,Florene,Dioxins and Caffeine.SOC's health effects include damage to the EPA 551.1 -EDB/DBCP/HAN ND ND ND 7/2021, 11/2021 nervous system and cancer risks.The District last tested for these chemicals in 2021. EPA 525.2-Semivolatiles ND ND ND 7/2021, 11/2021 EPA 548.1 -Endothall ND ND ND 7/2021, 11/2021 EPA 1613B-2,3,7,8-TCDD_Dioxin ND ND ND 7/2021, 11/2021 EPA 547-Glyphosate ND ND ND 7/2021, 11/2021 EPA 531.2-Aldicarbs ND ND ND 7/2021, 11/2021 EPA 549.2-Diquat and Paraquat ND ND ND 7/2021, 11/2021 EPA 524M-TCP-1,23-Trichloropropane ND ND ND 7/2021, 11/2021 ADDITIONAL MONITORING As part an ongoing evaluation ® � program called UCMR(Unregulated UCMR-3 RESULTS Contaminant Monitoring Rule),the Environmental Protection Agency requires the Chlorate ppm 0.083 ND 0.440 2/2015 District to monitor a number of additional contaminants/ chemicals.Information collected through this monitoring Chromium,Total ppb 0.52 ND 1.30 2/2015 provides information for future decisions on drinking water standards. Chromium-6 ppb 0.42 1.3 1.10 2/2015 UCMR-3 The District was required to monitor our source water Cobalt ppb ND ND ND 2/2015 for 28 chemical contaminants.The first round was completed Molybdenum ppb 13.8 ND 65 2/2015 in August 2014 and the second round in February 2015.In the absence of identifiable industrial sources,these contaminants Strontium ppb 124 15 330 2/2015 are naturally occurring in our watershed.Chlorate is an exception and is a degradation product of the disinfectant Vanadium ppb 3.6 ND 13 2/2015 used by the District for drinking water. UCMR-4 In this round of UCMR,the District was required to monitor for 18 chemical contaminants,as well as the Total Organic Carbon content in our Source Water.The first ® � round was completed in January 2019 and the second round UCMR-4 RESULTS in July 2019.These contaminants included metals like Germanium,volatile Pesticides and their byproducts such as Total Haloacetic Acids HAA9 ppb 0.5 ND 4.2 1/2019,7/2019 alpha-HCH,volatile Alcohols like 1-Butanol and Tar/Oil TOC ppm 0.3 ND 0.5 1/2019,7/2019 byproducts like Quinoline. The District also tested its distribution system for 9 disinfection Germanium ppb ND ND ND 1/2019,7/2019 byproducts,collectively known as Haloacetic Acids (HAA9). alpha-HCH ppb ND ND ND 1/2019,7/2019 Quinoline ppb ND ND ND 1/2019,7/2019 1-Butanol ppb ND ND ND 1/2019,7/2019 South Tahoe Public Utility District CONSUMER CONFIDENCE REPORT 2023 •�VTM TAN�t IS MY WATER SAFE? """" contaminants does not necessarily Yes. Last year, as in years past, your tap drinking water is pumped from the indicate that water poses a health risk. water met all U.S. Environmental aquifer beneath our feet-the Tahoe More information about contaminants Protection Agency (EPA) and state Valley South Subbasin. More information and potential health effects can be drinking water health standards.The about our aquifer and groundwater obtained by calling the Environmental South Tahoe Public Utility District management can be found at Protection Agency's Safe Drinking (District) vigilantly safeguards its water www.stpud.us/drinking-water. Water Hotline (800-426-4791). The supplies, and we are proud to report sources of drinking water (both tap that our source water has not violated SOURCE WATER ASSESSMENT AND water and bottled water) include rivers, a maximum contaminant level or any PROTECTION lakes, streams, ponds, reservoirs, springs, other water quality standard. The District continues to work diligently and wells. As water travels over the Some people may be more to protect and maintain our surface of the land or through the vulnerable to contaminants in drinking groundwater quality and adequate ground, it can dissolve naturally water than the general population. water supply.The District's Groundwater occurring minerals and, in some cases, Immuno-compromised persons such Management Plan (California Water radioactive materials, and can pick up as persons with cancer undergoing Code Section 10750) is on file with the substances resulting from the presence chemotherapy, persons who have California Department of Public Health of animals or from human activity. undergone organ transplants, people (CDPH). You may view the document Microbial contaminants, such as viruses with HIV/AIDS or other immune system by visiting the District's website at and bacteria, may come from sewage disorders, some elderly people, and www.stpud.us or by requesting a copy treatment plants, septic systems, infants can be particularly at risk from by calling Customer Service at 530-544- agricultural livestock operations, and infections.These people should seek 6474. The District has an ongoing wildlife. Inorganic contaminants, such as advice about drinking water from drinking water source development salts and metals, can be naturally their health care providers. program that seeks potential drinking occurring or result from urban storm EPA/Centers for Disease Control water well locations. Due to the volume water runoff, industrial or domestic (CDC) guidelines on appropriate of the average annual Sierra snowpack wastewater discharge, oil and gas means to lessen the risk of infection and Lake Tahoe itself, our aquifer has a production, mining, or farming. by Cryptosporidium and other significant recharge capability. Pesticides and herbicides may come microbial contaminants are available HOW DO CONTAMINANTS GET INTO from a variety of sources such as from the EPA's Safe Water Drinking DRINKING WATER? agriculture, urban storm water runoff, Hotline(1-800-426-4791). Drinking water, including bottled water, and residential uses. Organic chemical may reasonably be expected to contaminants, including synthetic and WHERE DOES MY WATER COME FROM. y y p volatile organic chemicals, are by- The District's network of 11 active and 2 contain at least small amounts of some products of industrial processes and standby wells supplies water to over contaminants. The presence of petroleum production, and can also 14,000 homes and businesses. All SPANISH(ESPANOL)Este informe contiene informacion muy importance sobre la calidad de su agua de beber.Por favor hagalo traducir o hable con alguien que to entienda bien. 1 South Tahoe Public Utility District CONSUMER CONFIDENCE REPORT 2023 •�VTM TAN�t come from gas stations, urban storm """" seconds to 2 minutes before using the water runoff, and septic systems. exposure level. For additional water for drinking or cooking. If you are Radioactive contaminants can be concerned about lead in your water, naturally occurring or be the result of oil information on home testing call your you may wish to have your water and gas production and mining state radon program or EPA's Radon tested. Information on lead in drinking activities. In order to ensure that tap Hotline (800-SOS-RADON). water, testing methods, and steps you water is safe to drink, EPA prescribes REGARDING ARSENIC can take to minimize exposure is regulations which limit the amount of While your drinking water meets EPA's available from the Safe Drinking Water certain contaminants in the water standard for arsenic, it does contain Hotline or at provided by public water systems.The low levels of arsenic. EPA's standard www.epa.aov/safewater/lead. Food and Drug Administration (FDA) balances the current understanding of HOW CAN I FIND OUT MORE? regulations establish limits for arsenic's possible health effects contaminants in bottled water which against the costs of removing arsenic If you would like more detailed information on your drinking water, must provide the same protection for from drinking water. EPA continues to please call Dan Arce in the District human health. research the health effects of low Laboratory at 530-544-6474 x6231 or RADON MONITORING levels of arsenic,which is a mineral check our website at www.stpud.us. Radon is a naturally occurring gas known to cause cancer in humans at The District is governed by an present in some groundwater. Inhaled high concentrations and is linked to elected five-member Board of radon has been linked to lung cancer other health effects such as skindamae and circulator Directors. Board meetings are held on g y problems. and may pose a health risk when the first and third Thursday of each inhaled after the release from water into INFORMATION ABOUT LEAD month at 2 p.m. at 1275 Meadow Crest the air. This inhalation could occur If present, elevated levels of lead can Drive, South Lake Tahoe. All meetings during showering, bathing, washing cause serious health problems, are open to the public and the District dishes, or washing clothes.The radon especially for pregnant women and encourages our customers to attend, gas released from drinking water is a young children. Lead in drinking water ask questions, and provide feedback. relatively small part of the total radon is primarily from materials and found in air. One major source of radon components associated with service gas is from the soil,where the gas can lines and home plumbing. The District is seep through the foundations of homes. responsible for providing high quality It is not clear whether ingested (i.e. drinking water but cannot control the taken through the mouth) radon variety of materials used in plumbing contributes to cancer or other adverse components. When your water has health conditions. If you are concerned been sitting for several hours,you can about radon in your home, tests are minimize the potential for lead available to determine the total exposure by flushing your tap for 30 2 WATER QUALITY DATA TABLE The table below lists presented in this table is from testing done in ADDITIONAL CONTAMINANTS In an effort to ensure IMPORTANT DRINKING WATER the drinking water contaminants monitored for the calendar year of the report.The EPA or the wrest water possible,the State has required DEFINITIONS the calendar year of this report.The presence the State requires us to monitor for certain us to monitor some contaminants not required contaminants less often than once per year by Federal regulations.These contaminants ar 90 e Allowed Limit:Limit for of contaminants in the water does not th percentile of samples. necessarily indicate that the water poses a because the concentrations of these listed on Page 5 under"Additional Monitoring". health risk.Unless otherwise noted,the data contaminants do not change frequently. None were found in your water. AVERAGE If the analyte was not detected in any samples,the average is repo Sampled at (ND).If the analyte wast Customers' Taps detected in some,but not all TYPICAL SOURCE samples,the average was calculated by considering Lead(ppb) ND 15 2.9 2023 2 No Corrosion of household plumbing ND results as half the systems;erosion of natural deposits reporting limit. Copper(ppb) ND 1,300 613 2023 0 No Internal corrosion of household plumbing systems;erosion of natural MCL Maximum Contaminant deposits;leaching from wood Level:The highest level of a preservatives contaminant that is allowed in drinking water.MCLs are set as close to the MCLGs as feasible using the best Sampled atavaila technology.atment Distribution System TYPICAL SOURCE MCLG Maximum DISINFECTION BYPRODUCTS Contaminant Level Goal: Total Trihalomethanes b N/A 80 1.9 ND 10.1 2023 No Byproduct of drinkin water The level of a contaminant (ppb) yp g in drinking water below disinfection which there is no known or HaloAcetic Acids(ppb) N/A 60 ND ND ND 2023 No Byproduct of drinking water expected risk to health. disinfection MCLGs allow for a margin of MICROBIOLOGY A total of 1,522 Coliform and E.coli bacteria samples were taken throughout our safety. distribution system as part of our routine monitoring in 2023. Total Coliforms(%Positive each 5 0.0 0 1 2023 No Naturally present in the environment. month) Source is warm blooded animals E.coli(%Positive) 0 0 0 0 2023 No Human and animal fecal matter and wastes Heterotrophic Plate Count or HPC 200 N/A 0.2 ND 3.5 2023 No Naturally present in environment (CFU) Chlorine,Free(ppm) 4 4 0.45 ND 1.6 2023 No Added for drinking water disinfection Temperature-System(°F) N/A 49 36 72 2023 No Sampled at Source RADIONUCLIDES Gross Alpha(pCi/L),minus Uranium 15 0.1 ND 1.6 2023 No Decay and erosion of natural deposits Uranium(pCi/L) 0.4 20 4.5 0.8 14.1 2023 No Decay and erosion of natural deposits Radium-226(pCi/L) 0.05 ND ND ND 2022 No Erosion of natural deposits Radium-228(pCi/L) 0.02 ND ND ND 2022 No Erosion of natural deposits Radon(pCi/L) N/A 4,000 1,455 407 2,890 2023 No Decay and erosion of natural deposits 3 UNIT DESCRIPTIONS PRIMARY INORGANIC Most of these results are expressed in Parts per Billion(ppb).One part per billions is equivalent to one second in ppm:Parts per million,or CONTAMINANTS&MINERALS 32 years. milligrams per Liter(mg/L) • • ppb:Parts per billion,or ' COMMON SOURCE micrograms per Liter(pg/L) Aluminum (ppb) 1,000 ND ND No 2023 Erosion of natural deposits.Water treatment pCl/L:Picocuries per Liter(a Antimony(ppb) 6 ND ND No 2023 Discharge from Refineries,Soldering,Electronics measure of radioactivity) Arsenic(ppb) 10 4.1 8.7 No 2023 Glass and electronics production waste.Erosion MFL:Million Fibers per Liter, Asbestos(mfl) 7 ND ND No 2015 Internal corrosion.Erosion of natural deposits used to measure (fibers exceeding 10um) asbestos concentration Barium (ppb) 1,000 12 48 No 2023 Oil drilling waste.Refineries.Erosion NTU:Nephelometric Turbidity Beryllium (ppb) 4 ND ND No 2023 Discharge from coal burning factories Units.Turbidity is a measure of the Cadmium (ppb) 5 ND ND No 2023 Internal corrosion.Erosion.Runoff from waste cloudiness of the water. Chromium(ppb) 50 0.6 1.2 No 2023 Discharge from steel and pulp mills.Erosion CFU/ml:Colony Forming Units Chromium 6(ppb) 10 0.42 1.3 No 2015 Erosion,industrial byproduct per milliliter Cyanide(ppb) 150 ND ND No 2023 Discharge from metal,fertilizer factories N/A:Not Applicable Fluoride(ppb) 2,000 75 140 No 2023 Discharge from aluminum factories.Erosion ND:Not Detected Lead(at source) (ppb) 15 0.3 0.9 No 2023 Discharge from manufacturers.Erosion Mercury(ppb) 2 ND ND No 2023 Runoff from landfills and factories.Erosion Nickel (ppb) 100 ND ND No 2023 Discharge from metal factories. Erosion Nitrate as N (ppm) 10 0.19 0.58 No 2023 Runoff and leaching from fertilizer use.Septic tanks. Nitrite as N (ppm) 1 ND ND No 2023 Sewage spills.Erosion Perchlorate(ppb) 6 ND ND No 2023 Industrial discharge Selenium(ppb) 50 ND ND No 2023 Discharge from refineries.Runoff from livestock lots. Thallium (ppb) 2 ND ND No 2023 Discharge from electronic and drug factories VOLATILE ORGANIC CHEMICALS MTBE[Methyl Tert Butyl Ether] 13 ND ND No 2023 Leaking underground storage tanks (ppb) Styrene(ppb) 100 ND ND No 2023 Discharge from factories.Leaching from landfills Tetrachloroethylene(PCE) 5 ND ND No 2023 Discharge from factories,dry cleaners and auto (ppb) shops Toluene(ppb) 150 ND 0.4 No 2023 Leaking underground storage tanks Xylenes(ppb) 1,750 ND ND No 2023 Discharge from chemical factories. Solvent Methylene Chloride(ppb) 5 0.5 5.5 No 2023 1,2,3-TCP(ppb) 0.005 ND ND No 2023 Discharge from industrial and agricultural waste. Leaching from hazardous waste sites. SECONDARY INORGANIC Most of these results are expressed in Parts per Million (ppm).One part per million is equivalent to one second in CONTAMINANTS&MINERALS 1 1.5 days. Alkalinity-Total (ppm) N/A 52.9 65.7 No 2023 Erosion of natural deposits Bromide(ppm) N/A 0.01 0.04 No 2023 Erosion of natural deposits Calcium (ppm) N/A 14.9 23.1 No 2023 Erosion of natural deposits Carbon Dioxide,Free (ppm) N/A 4.1 30.5 No 2023 Naturally occurring Chloride(ppm) 500 12.2 73 No 2023 Erosion of natural deposits Chlorine,Free(ppm) 4 0.45 1.6 No 2023 Added for drinking water disinfection Color(units) 15 ND ND No 2023 Naturally occurring organic materials Copper(at source) (ppm) 1 0.003 0.013 No 2023 Erosion of natural deposits Dissolved Solids,Total(ppm) 1,000 107 240 No 2023 Erosion of natural deposits Electrical Conductivity 1,600 140 294 No 2023 Erosion of natural deposits (PS/cm) 4 SECONDARY INORGANIC M UNIT DESCRIPTIONS CONTAMINANTS&MINERALS COMMON SOURCE Hardness(ppm) N/A 45 85 No 2023 Erosion of natural deposits Ng/L:Micrograms per Liter,or parts per billion Iron(ppm) 0.3 0.01 0.024 No 2023 Erosion of natural deposits mg/L:Milligrams per liter or Magnesium (ppm) N/A 2.4 6.4 No 2023 Erosion of natural deposits parts per million or Manganese m 0.05 0.002 0.005 No 2023 Erosion of natural deposits ppm:Parts per million,m g (ppm) p milligrams per Liter(mg/L) Odor-Threshold(units) 3 ND ND No 2023 Naturally occurring organic materials ppb:Parts per billion,or ortho-Phosphate,as P(ppm) N/A 0.04 0.13 No 2023 Erosion of natural deposits micrograms per Liter(pg/L) Phosphorus-Total(ppm) N/A 0.06 0.18 No 2023 Erosion of natural deposits pCi/L:Picocuries per Liter(a pH-after treatment(units) N/A 8 9.0 No 2023 Erosion of natural deposits measure of radioactivity) Potassium (ppm) N/A 1.1 4.4 No 2023 Erosion of natural deposits MFL:Million Fibers per Liter, Silver(ppm) 0.1 ND ND No 2023 Erosion of natural deposits used to measure Sodium (ppm) N/A 11 26 No 2023 Erosion of natural deposits asbestos concentration Sulfate(ppm) 500 3.3 5.2 No 2023 Erosion of natural deposits NTU:Nephelometric Turbidity Units. is Turbidity(NTU) 5 0.35 0.55 No 2023 Sediment measure of TurbidIthe a Zinc(ppm) 5 ND ND No 2023 Runoff/leaching from natural deposits cloudiness of the water. CFU/ml:Colony Forming Units per milliliter N/A:Not Applicable ND:Not Detected NS/cm:Microsiemens per centimeter(a measure of electrical conductivity) SOCs (Synthetic Organic Compounds) are man-made carbon- based chemicals.They are used as pesticides,defoliants,fuel Additional Monitoring additives and as ingredients in the manufacture of many SOC RESULTS ® ® • other compounds.Some of the more well-known ones include PCBs,atrazine,florene,dioxins and caffeine.SOC's health EPA 505-Organochlorine Pesticides/PCBs ND ND ND 7/2021, 1 1/2021 effects include damage to the nervous system and cancer risks.The District last tested for these chemicals in 2021. EPA 515.4-Chlorophenoxy Herbicides ND ND ND 7/2021, 1 1/2021 EPA 551.1 -EDB/DBCP/HAN ND ND ND 7/2021, 11/2021 EPA 525.2-Semivolatiles ND ND ND 7/2021, 11/2021 EPA 548.1 -Endothall ND ND ND 7/2021, 1 1/2021 EPA 1613B-2,3,7,8-TCDD,Dioxin ND ND ND 7/2021, 11/2021 EPA 547-Glyphosate ND ND ND 7/2021, 1 1/2021 EPA 531.2-Aldicarbs N D N D ND 7/2021, 1 1/2021 EPA 549.2-Diquat and Paraquat ND ND ND 7/2021, 11/2021 EPA 524M-TCP-1,2,3-Trichloropropane ND ND ND 7/2021, 11/2021 5 ADDITIONAL MONITORING As part of an ongoing evaluation UCMR-5 RESULTS ® ® . program called UCMR (Unregulated Contaminant Monitoring Rule),the Environmental Protection Agency(EPA) requires Lithium (ppb) ND 19.1 2023/24 water agencies to monitor additional PFOS (ppt) 4 ND ND 2023/24 contaminants/chemicals.Data collected through this monitoring provides information for future decisions on PFOA(ppt) 4 ND 4.0 2023/24 drinking water standards. PFHxS (ppt) 10 ND ND 2023/24 UCMR-5 Water agencies are required to sample for 30 t additional chemicals between 2023 and 2025.This includes PFNA(ppt) 10 ND ND 2023/24 the metal Lithium and 29 chemicals collectively known as HFPO (ppt) 10 ND ND 2023/24 PFAS (per-and polyfluoroalkyl compounds).For a detailed explanation on the toxicity of these chemicals please visit: Mixtures containing two or more PFHxS,PFNA, Unitless 2023/24 www.epa.gov/pfas.The District sampled each of its water HFPO-DA,and PFBS Hazard ND ND sources at least two times between 2023 and 2024.Some Index sources were sampled more often to confirm results. PFHxA(ppt) N/A ND 12.3 2023/24 NATIONAL PEAS STANDARDS In April 2024,the EPA established PFPeA (ppt) N/A ND 14.0 2023/24 drinking water standards for five specific PFAS chemicals, including Maximum Contaminant Levels (MCL).The MCLs and PFHpA (ppt) N/A ND 4.0 2023/24 monitoring results are expressed in Parts per Trillion (ppt).One part per trillion is equivalent to one second in 32,000 years. Of 11 CI-PF3OUdS (ppt) N/A ND ND 2023/24 the drinking water wells tested,only one of the regulated chemicals(PFOA)was detected at one well.This well was 9CI-PF30NS (ppt) N/A ND ND 2023/24 tested four times in 2023/2024 and this chemical was below ADONA (ppt) N/A ND ND 2023/24 the EPA MCL limit three out of the four times.This well supplied less than 5%of the District's drinking water in 2023. HFPO-DA (ppt) N/A ND ND 2023/24 PFBS (ppt) N/A ND ND 2023/24 PFDA(ppt) N/A ND ND 2023/24 PFDoA (ppt) N/A ND ND 2023/24 PFUnA(ppt) N/A ND ND 2023/24 PFBA(ppt) N/A ND ND 2023/24 8:2 FTS (ppt) N/A ND ND 2023/24 4:2 FTS (ppt) N/A ND ND 2023/24 6:2 FTS (ppt) N/A ND ND 2023/24 NFDHA (ppt) N/A ND ND 2023/24 PFEESA (ppt) N/A ND ND 2023/24 PFMPA (ppt) N/A ND ND 2023/24 PFMBA(ppt) N/A ND ND 2023/24 PFHpS (ppt) N/A ND ND 2023/24 PFPeS (ppt) N/A ND ND 2023/24 NEtFOSAA (ppt) N/A ND ND 2023/24 NMeFOSAA (ppt) N/A ND ND 2023/24 PFTA (ppt) N/A ND ND 2023/24 6 PFTrDA(ppt) N/A ND ND 2023/24 d � ! '��p//i��101117 amulr,YTIfM 41�' Iri f f 6, ee & , � Vy1 A, .F:.. .. >.tom. 77 7. Presented By South Tahoe Public Utility District Este informe contiene information muy importante sobre su agua potable.Traduzcalo o hable con alguien que to entienda bien. PWS ID#: CA0910002 Our Commitment The South Tahoe Public Utility District (District) is pleased to present to you this year's annual water quality report. This report is a snapshot of last year's water quality covering all testing performed between January I • December1 • • are details aboutyour • of • and how it comparesto standards set by regulatory agencies. Our constant goal is to provide you with a safe and dependable supply of drink- ing water.We want you to understand the efforts we make to continually improve and protect our water resources. Where Does My Water Come From? Substances That Could Be in Water T e District's network of 11 active wells supplies water The sources of drinking water (both tap water and bottled o over 14,000 homes and businesses. All your drink- water) include rivers, lakes, streams, ponds, reservoirs, ing water is pumped from the aquifer beneath our feet— the springs, and wells. As water travels over the surface of the Tahoe Valley South Subbasin. More information about our land or through the ground, it dissolves naturally occurring aquifer and groundwater management can be found at stpud. minerals and, in some cases, radioactive material and can pick us/drinking-water. up substances resulting from the presence of animals or from human activity. Contaminants that may be present in source water include: Microbial Contaminants, such as viruses and bacteria, that may come from sewage treatment plants, septic systems, agricultural livestock operations, and wildlife. SOUTH Inorganic Contaminants, such as salts and metals, that can be naturally occurring or result from urban stormwater runoff, industrial or domestic wastewater discharges, oil and gas DiStRICT production, mining, or farming. Pesticides and Herbicides that may come from a variety of sources such as agriculture, urban stormwater runoff, and residential uses. Organic Chemical Contaminants, including synthetic and volatile organic chemicals, that are by-products of industrial processes and petroleum production and can also come from gas stations,urban stormwater runoff,agricultural application, and septic systems. Radioactive Contaminants that can be naturally occurring or the result of oil and gas production Important Health Information and mining activities. Some people may be more vulnerable to contami- To ensure that tap water is safe nants in drinking water than the general population. to drink, the U.S. EPA and the Immunocompromised persons such as persons with cancer . State Water Resources Control undergoing chemotherapy,persons who have undergone organ t Board (SWRCB) prescribe transplants, people with HIV/AIDS or other immune system ' `h regulations that limit the amount disorders, some elderly, and infants, can be particularly at risk of certain contaminants in from infections.These people should seek advice about drink- water provided by public water ing water from their health-care providers.U.S.Environmental systems. U.S. Food and Drug Protection Agency (U.S. EPA)/Centers for Disease Control Administration regulations and California law also establish and Prevention (CDC) guidelines on appropriate means to limits for contaminants in bottled water that provide the same lessen the risk of infection by Cryptosporidium and other protection for public health. microbial contaminants are available from the Safe Drinking Water Hotline at (800) 426-4791 or epa.gov/safewater. Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More QUESTIONS? For more information about information about contaminants and potential health effects this report, or for any questions can be obtained by calling the U.S. EPA's Safe Drinking Water relating to your drinking water, please call Dan Arce, Hotline at (800) 426-4791. Laboratory Director, at (530) 544-6474, ext. 6231. Testing for Radon Our wells were last monitored for radon in 2023 and test results were below the maximum contaminant level (MCL). Radon is a naturally occurring radioactive gas that you cannot see, taste, or smell. It is found throughout the U.S. Radon can move up through the ground and into a home through cracks and holes in the foundation. Radon can build up to high levels in all types of homes. Radon can also get into indoor air when released from tap water from showering,washing dishes, and other household activi- ties. Compared to radon entering the home through soil, radon entering the home through tap water will, in most cases, be a small source in indoor air. Radon is a known human carcinogen. Breathing air containing radon can lead to lung cancer. Drinking water containing radon may also cause increased risk of stomach cancer. If you are concerned about radon,test the air in your home.Testing is inexpensive and easy. You should pursue radon removal if the level of radon in your air is 4 picocuries per liter (pCi/L) of air or higher.There are simple ways to fix a radon problem. For additional information,call California's Radon Program at(800) 745-7236, the U.S. EPAs Safe Drinking Water Hotline at (800) 426-4791, or the National Safety Council Radon Hotline at (800) 767-7236. Source • Protection The District continues to work diligently to protect and maintain our groundwater quality and an adequate water sup- •ly.The District's Groundwater Management Plan (CaliforniaCode, • 1 1 on • Department of Public Health (CDPH).You may view the document by visiting the District's website at stpud.us or request a copy by • 1 ongoing drinking water sourcedevelopment program that seeks potential drinking water well locations. Due to the volume of the average annual Sierra snowpack and Lake Tahoe our . capability. managedGroundwater in South Lake Tahoe is generally of excellent quality, though it has faced threats from both natural and human- made contaminants. Methyl tert butyl ether (MTBE) and tetrachloroethylene (PCE) plumes in the South Y area led the District to remove affected wells from service and develop new, uncontaminated sources.Naturally occurring arsenic,uranium, and gross alpha particle activity have been found in parts of the aquifer, with one District well requiring arsenic treatment to meet water quality standards. Infiltration basins used for stormwater recharge also pose potential risks, but these are effectively throughdesign, • wellhead Community Participation The District is governed by an elected five-member board of directors. Board meetings are held on the first and third Thursday of each month at 2:00 p.m. in the District boardroom at 1275 Meadow Crest Drive.All meetings are open to the public, and the District encourages our customers to attend, ask questions, and provide feedback. - .................... Arsenic Regulation I rsenic contamination of drinking water sources may 1 esult from either natural or human activities. Volcanic activity, erosion of rocks and minerals, and forest fires are natural sources that can release arsenic into the environment. Although about 90 percent of the arsenic used by industry is for wood preservative purposes, it is also used in paints, drugs, U i dyes, soaps, metals, and semiconductors.Agricultural applica- tions, mining, and smelting also contribute to arsenic releases. Arsenic is usually found in the environment combined with other elements such as oxygen, chlorine, and sulfur (inorganic arsenic) or carbon and hydrogen (organic arsenic). Organic forms are usually less harmful than inorganic forms. Low levels of arsenic are naturally present in water--about 2 What Are PFAS? parts arsenic per billion parts water (ppb), so you normally Per- and polyfluoroalkyl substances (PFAS) are a group of take in small amounts of arsenic in the water you drink. manufactured chemicals used worldwide since the 1950s Some areas of the country have unusually high natural levels to make fluoropolymer coatings and products that resist heat, of arsenic in rock, which can lead to unusually high levels of oil, stains, grease, and water. During production and use, arsenic in water. PFAS can migrate into the soil, water, and air. Most HAS do In January 2001,the U.S. EPA lowered the arsenic MCL from not break down; they remain in the environment, ultimately 50 to 10 ppb in response to new and compelling research finding their way into drinking water. Because of their wide- linking high arsenic levels in drinking water with certain forms spread use and their persistence in the environment, PFAS are of cancer. All water utilities were required to implement this found all over the world at low levels. Some PFAS can build new MCL in January 2006. up in people and animals with repeated exposure over time. Removing arsenic from drinking water is a costly procedure but The most commonly studied PFAS are perfluorooctanoic acid well worth the expenditure considering the health benefits.For (PFOA) and perfluorooctanesulfonic acid (PFOS). PFOA and a more complete discussion, visit the U.S. ERKs arsenic web PFOS have been phased out of production and use in the e a ov/dwre info/drinkin water-arsenic-rule-histo United States, but other countries may still manufacture and page, P 'g g g rY use them. Some products that may contain PFAS include: • Some grease-resistant paper,fast food containers/wrappers, microwave popcorn bags, pizza boxes • Nonstick cookware • Stain-resistant coatings used on carpets, upholstery, and other fabrics • Water-resistant clothing • Personal care products (shampoo, dental floss) and cosmetics (nail polish, eye makeup) • Cleaning products s • Paints,varnishes, and sealants Even though recent efforts to remove PFAS have reduced the likelihood of exposure, some products may still contain them. If you have questions or concerns about products you use in your home,contact the Consumer Product Safety Commission at (800) 638-2772. For a more detailed discussion on PFAS, please visit atsdr.cdc.gov/pfas/index.html. 14M pt� u O 0 Test Results he following tables list the drinking water contaminants monitored for the calendar year of this report, unless otherwise noted.The presence of contaminants in the water does not necessarily indicate that the water poses a health risk.The U.S. EPA and SWRCB require us to monitor for certain contaminants less often than once per year based on results of previous testing.The District monitors for more contaminants than are listed in these tables. Contaminants not detected during testing are not shown in the tables. The state recommends monitoring for certain substances less than once per year because the concentrations of these substances do not change frequently. In these cases, the most recent sample data is included, along with the year in which the sample was taken. The District participated in the fifth stage of the U.S.ERKs Unregulated Contaminant Monitoring Rule(UCMR5)program by performing additional tests on our drinking water.UCMR5 sampling benefits the environment and public health by providing the U.S. EPA with data on the occurrence of contaminants suspected to be in drinking water to determine if it needs to introduce new regulatory standards to improve drinking water quality. Unregulated contaminant monitoring data is available to the public, so please feel free to contact us if you are interested in obtaining that information. If you would like more information on the U.S. EPAs Unregulated Contaminant Monitoring Rule, please call the Safe Drinking Water Hotline at (800) 426-4791 or visit https://www.epa.gov/dwucmr/learn-about-unregulated-contaminant-monitoring-rule. PHG SUBSTANCE YEAR MCL (MCLG) AVERAGE RANGE (UNIT OF MEASURE) SAMPLED [MRDL1 [MRDLG] DETECTED LOW-HIGH VIOLATION TYPICAL SOURCE Arsenic(ppb) 2024 10 0.004 3.0 <1.0-8.0 No Erosion of natural deposits;runoff from orchards;glass and electronics production wastes Barium(ppm) 2024 1 2 0.010 <0.002-0.046 No Discharges of oil drilling wastes and from metal refineries;erosion of natural deposits Fluoride(ppm) 2024 2.0 1 0.075 <0.050-0.200 No Erosion of natural deposits;water additive that promotes strong teeth;discharge from fertilizer and aluminum factories Nitrate [as nitrogen] (ppm) 2024 10 10 0.23 I <0.020-0.57 No Runoff and leaching from fertilizer use;leaching from septic tanks and sewage;erosion of natural deposits TTHMs [total 2024 80 NA 1.7 <0.5-11 No By-product of drinking water disinfection trihalomethanes] (ppb) Uranium(pCi/L) 2024 20 0.43 3.6 <0.67-12 No Erosion of natural deposits Tap water samples were collected for lead and copper analyses from sample sites throughout the community 41 SUBSTANCE AMOUNT SITES (UNIT OF YEAR PHG DETECTED RANGE ABOVE AL/ MEASURE) SAMPLED AL (MCLG) (90TH%ILE) LOW-HIGH TOTAL SITES VIOLATION TYPICAL SOURCE JA Copper(ppm) 2023 1 1.3 I 0.3 I 0.61 1 <0.002-1.2 0/82 No I Internal corrosion of household plumbing systems;erosion of natural deposits;leaching from wood preservatives Lead(ppb) 2023 15 0.2 2.9 <0.5-88 2/82 No Corrosion of household plumbing systems;erosion of natural deposits • I SUBSTANCE YEAR PHG AVERAGE RANGE (UNIT OF MEASURE) SAMPLED SMCL (MCLG) DETECTED LOW-HIGH VIOLATION TYPICAL SOURCE Chloride(ppm) 2024 500 NS 7.7 0.83-73.9 No Runoff/leaching from natural deposits;seawater influence I Iron(ppb) 2024 300 NS <10 <10-11 No Leaching from natural deposits;industrial wastes Manganese(ppb) 2024 50 NS 3.0 <2.0-69 No Leaching from natural deposits Odor,Threshold(TON) 2024 3 NS i <1 NA No Naturally occurring organic materials Specific Conductance(µS/cm) 2024 1,600 NS 124 81-303 No Substances that form ions when in water;seawater influence Sulfate(ppm) 2024 500 NS 3.3 0.92-6.0 No Runoff/leaching from natural deposits;industrial wastes Total Dissolved Solids(ppm) 2024 1,000 NS 93 65-227 No Runoff/leaching from natural deposits \ O SUBSTANCE YEAR PHG AVERAGE RANGE (UNIT OF MEASURE) SAMPLED SMCL (MCLG) DETECTED LOW-HIGH VIOLATION TYPICAL SOURCE Turbidity(NTU) 1 2024 5 NS 0.15 0.10-0.50 No i Soil runoff 'Unregulated contaminant monitoring helps the U.S.EPA and SWRC13 determine where SUBSTANCE YEAR AVERAGE RANGE certain contaminants occur and whether the contaminants need to be regulated. (UNIT OF MEASURE) SAMPLED DETECTED LOW-HIGH TYPICAL SOURCE Alkalinity(ppm) 2024 51.8 35.7-64.6 NA Lead in Home Plumbing Bromide(ppm) 2024 0.008 <0.005-0.027 NA T ead can cause serious health effects in people of all ages, especially Calcium(ppm) 2024 14.1 7.70-22.6 NA Lpregnant people, infants (both formula-fed and breastfed), and Hardness,Total [as CaC031 (ppm) 2024 ' 40.9 20.2-79.0 NA young children. Lead in drinking water is primarily from materials and parts used in service lines and in home plumbing. The District Perfluoroheptanoic Acid[PFHpA] (ppt) 2024 0.4 <4-4.0 NA is responsible for providing high-quality drinking water and remov- Perfluorohexanoic Acid[PFHxA] (ppt) 2024 1.9 <4-12.3 NA ing lead pipes but cannot control the variety of materials used in Perfluorooctanoic Acid[PFOA] (ppt) 2024 0.4 <4-4.0 NA the plumbing in your home. Because lead levels may vary over time, Perfluoropentanoic Acid[PFPeA] (ppt) 2024 2.5 <4-14 NA lead exposure is possible even when your tap sampling results do not detect lead at one point in time. You can help protect yourself and Radon(pCi/Q 2023 1,430 407-1,460 NA your family by identifying and removing lead materials within your Sodium(ppm) 2024 9.4 4.5-25.0 NA home plumbing and taking steps to reduce your family's risk. Using a Vanadium(ppb) 2024 3.5 , <3.0-7.2 NA filter certified by an American National Standards Institute-accredited certifier to reduce lead is effective in reducing lead exposures. Follow the instructions provided with the filter to ensure it is used properly. Definitions Use only cold water for drinking, cooking, and making baby formula. 90th%ile:The levels reported for • Goal): Boiling does not remove lead from water. copperlead and .resent the 90th Disinfectant Before using tap water for drinking,cooking,or making baby formula, percentile of the total number of sites of a disinfectant allowed in drinking below which there is no known or perequawater. ereconvcentile evidence expected health. areflush your pipes for several minutes.You can do this by running your tested.The 90th set or greater than 90%of , and that addition . disinfectant is by the California EPA. tap, taking a shower, or doing laundry or a load of dishes. If you have •.. • a lead or galvanized service line requiring replacement, you may need , , , , to flush your pipes for a longer period.If you are concerned about lead AL(Regulatory Action Level):The part substance per billion parts water concentration of a contaminant which, MRDLG(Maximum Residual (or micrograms _ and wish to have your water tested, contact the District's laboratory if exceeded,triggers treatment or other Disinfectant Level Goal):The level at (530) 544-6474, ext. 6231. Information on lead in drinking water, requirements that a water system must of a drinking water disinfectant below ppm ' ' ' ' One testing methods, and steps you can take to minimize exposure is follow. parts available at epa.gov/safewater/lead. risk to health.MRDLGs .• not reflect (or milligrams per liter). MCL(Maximum Contaminant the benefits of the use of disinfectants ppt(ng/L) (parts per trillion): •ne To address lead in drinking water, public water systems were required Level):The highest level of •• . partstanceper trillion parts water to develop and maintain an inventory of service line materials by allowedcontaminant that is October 16, 2024. Developing an inventory and identifying the drinking water.Primary MCLs are set NA.Not applicable. • •, , location of lead service lines is the first step for beginning to replace standard.as close to the PHGs(or MCLGs)as is economically and technologically NS:No lead service lines and protecting public health. While no lead water •. measure of odor in service lines have been identified in the District's system to date, are set to protect the odor,taste,and measure of radioactivity. service lines with unknown materials are still being assessed. More appearance of drinking water. required PDWS ' • information about the District's lead service inventory may be found at MCLG(Maximum Contaminant Stan� � � ,••Ls � water. stpud.us/water-service-line-inventory. Please contact us at (530) 544- Level Goal):The level • 6474 if you would like more information about the inventory or lead contaminants that affect health, • • contaminant in drinking water below with their monitoring and reporting sampling that has been done. 00 .� H TAHOE g public Heath Goads Report ' A&eLIC UTILITI 2025 Public Health Goals L AW A&� MMA • The California Health and Safety Code requires that water districts with more than 101000 service connections prepare a special report if their water quality measurements exceed any Public Health Goals. • Public Health Goals are non-enforceable goals established by California EPA's Office of Environmental Health Hazard Assessment. • Public health goals are based solely on public health risk considerations and do not consider practical risk management factors like detection capability, treatment technology available, benefits and costs. • As a water district, we are required to meet maximum contaminant levels ( MCLs), but not public health goals. MCLs-,d--- • Maximum Contaminant Levels ( MCL) are set by the U .S. Environmental Protection and by the California State Water Resources Control Board . • An MCL is the highest level of a contaminant that is legally permitted in public drinking water. • MCLs are set based on the best available technology for treatment, detection capability, benefits, and costs. • As a water district, we are required to meet maximum contaminant levels ( MCLs), but not public health goals. Arsenic Public Health Goal = .004 . . . . . . . . Well Arsenic (ppb) 3.2 8.2 2022 - 2024 Average Arrowhead #3 Bakersfield Bayview2.0 Elks Club #21.3 Helen #2 • South Upper Truckee #31.7 3.8 Sunset Valhalla1.9 Uranium Public Health Goal .43 picoCuries per liter MCL 0 . Well Uranium (pCi/L) 1.18 13.4 8.57 2022 - 2024 Average AI Tahoe #2 Arrowhead #3 Bakersfield Bayview0.92 Elks Club #21.67 Glenwood #55.87 7.37 0.78 8.03 Helen #2 South Upper Truckee #3 Sunset Valhalla0.93 erfluorooctanoic Aci OA Public Health Goal 00 ( ppt) Well PFOA (ppt) 3.1 2022 - 2024 Average Helen #2 Public Health Goal Report General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility Di5trict Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 6b TO: Board of Directors FROM: Adrian Combes, Director of Operations MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: 2025 Asphalt Patching and Trench Paving Services Contract REQUESTED BOARD ACTION: 1) Approve Change Order No. 3 in the amount of $158,750 to Alcorn General Engineering; and 2) Authorize General Manager to execute Change Order No. 3. DISCUSSION: Change Order No. 3 includes two items associated with Bid Schedule B and C of the Patch Paving Contract. Change Order No. 3 addresses additional asphalt paving for newly created patches and miscellaneous costs associated with the Contract based on work completed and projected work through the Contract period. Item 1 B.1 is to increase Bid Item No. 12- three-inch-thick asphalt patches from 201 square feet or greater. The increase results in an increase of $108,750 to the Contract. Item 1 C.1 is to increase Bid Item #19 - adjust G5 valve boxes to grade by fifty (50). The increase results in an increase of $50,000 to the Contract. Staff recommend approving the Change Order for$158,750 for both work completed, and work anticipated, which will increase the Contract amount from $935,615.79 to $1,094,365.79. There is no change in calendar days associated with this Change Order. SCHEDULE: Upon Board Approval COSTS: $158,750 ACCOUNT NO: 20.24.6030 BUDGETED AMOUNT AVAILABLE: ($158,148.62): Additional funding to be determined IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ❑ No ® N/A ATTACHMENTS: Change Order No. 3 CONCURRENCE WITH REQUESTED ACTION,_ CATEGORY: Water GENERAL MANAGER: YES X NO CHIEF FINANCIAL OFFICER: YES NO SOUTH TAifo _ Change Order #: 3 Summary A sek'er 1950 GeG�C UTILITY p1S�P Project: 2025 Asphalt Patching & Trench Paving Services Date: 12/4/2025 Purchase Order No. : 2025-1229 Contractor: Alcorn General Engineering Dollar Amounts Contract Times Original Contract $621,456.50 Calendar Days Previous Change Orders $314,159.29 Calendar Days Current Contract $935,615.79 167 Calendar Days THIS CHANGE ORDER $158,750.00 Calendar Days Total Change Orders to Date $472,909.29 0 Calendar Days New Contract Total $1,094,365.79 167 Calendar Days Contractor agrees to make the herein-described changes in accordance with the terms hereof. The change in contract price and/or contract time noted is full settlement for costs incurred as a result of the change(s) described, unless specifically noted in individual description(s). Accepted by Contractor: Date: Reviewed by STPUD Project Manager: Date: Authorized by STPUD General Manager: Date: R:\PUR\BIDS & PROCU REM ENTS\CONSTRUCTION BIDS- Formal bid\2025 Asphalt Patch i ng\CO NTRACT DOCS\CHANGE ORDERS\CO#3\CO#03 Draft [Summary] 11/24/2025 YOUTH TANO� Change Order #: 3 Sched. A .oGAC'C UTILITY Project: 2025 Asphalt Patching & Trench Paving Services Bid Schedule: EXISTING PATCHES-County & City Date: 12/4/2025 Contractor: Alcorn General Engineering Dollar Amounts Original Bid Schedule Subtotal $330,556.50 Previous Change Orders $0.00 Current Bid Schedule Subtotal $330,556.50 THIS CHANGE ORDER $0.00 Total Change Orders to Date $0.00 New Bid Schedule Subtotal $330,556.50 The Contract Shall Be Changed As Follows: TOTAL FOR ITEM 1A.1 IS: $0.00 R:\PUR\BIDS & PROCU REM ENTS\CONSTRUCTION BIDS- Formal bid\2025 Asphalt Patch ing\CONTRACT DOCS\CHANGE ORDERS\CO#3\CO#03 Draft [Bid Schedule A] 11/24/2025 y0UTH TANOF Change Order #: 3 Sched. B 1950 oGAC'C UTILITY Q STP`G� Project: 2025 Asphalt Patching & Trench Paving Services Bid Schedule: ANTICIPATED PATCHED-County & City Date: 12/4/2025 Contractor: Alcorn General Engineering Dollar Amounts Original Bid Schedule Subtotal $238,000.00 Previous Change Orders $0.00 Current Bid Schedule Subtotal $238,000.00 THIS CHANGE ORDER $108,750.0( Total Change Orders to Date $108,750.00 New Bid Schedule Subtotal $346,750.00 The Contract Shall Be Changed As Follows: Increase Bid Item 12 by 15,000 square feet at the rate of$7.25/sq ft. to reflect actual work performed, and anticipated work for the duration of the contract. This change will 213.1 increase contract amount by $108,750. There is no increase to contract time related to this change in work. TOTAL FOR ITEM 1 B.1 IS: $108,750.00 R:\PUR\BIDS & PROCU REM ENTS\CONSTRUCTION BIDS- Formal bid\2025 Asphalt Patch ing\CONTRACT DOCS\CHANGE ORDERS\CO#3\CO#03 Draft [Bid Schedule B] 11/24/2025 50uTH TAHOF Sa Change Order#: 3 Sched. C 1950 e�/C UTILITY 01 Project: 2025 Asphalt Patching&Trench Paving Services Bid Schedule: Other Costs Related to Patches Date: 12/4/2025 Contractor: Alcorn General Engineering Dollar Amounts Original Bid Schedule Subtotal $52,900.00 Previous Change Orders $314,159.29 Current Bid Schedule Subtotal $367,059.29 THIS CHANGE ORDER $50,000.00 Total Change Orders to Date $364,159.29 New Bid Schedule Subtotal $417,059.29 The Contract Shall Be Changed As Follows: Increase Bid Item 19 by 50 at the rate of$1,000/each. to reflect actual work performed, and anticipated work for the duration of the contract. This change will 2C.1 increase contract amount by$50,000. There is no increase to contract time related to this change in work. TOTAL FOR ITEM 1C.1 IS: $50,000.00 R:\PUR\BIDS&PROCUREMENTS\CONSTRUCTION BIDS-Formal bid\2025 Asphalt Patch ing\CONTRACT DOCS\CHANGE ORDERS\CO#3\CO#03 Draft [Bid Schedule C] 11/24/2025 General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility District Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 6c TO: Board of Directors FROM: Taylor Jaime, Staff Engineer II Brent Goligoski, Senior Engineer MEETING DATE: December 4, 2025 ITEM - PROJECT NAME: Sewer Force main Hydraulic Analysis and Air Release Valve Assessment REQUESTED BOARD ACTION: (1) Approve the proposed Scope of Work by Schaaf and Wheeler for Force main Hydraulic Analysis and Air Release Valve Assessment; and (2) Authorize the General Manager to execute Task Order No. 1 with Schaaf and Wheeler in the amount of $254,133. DISCUSSION: The South Tahoe Public Utility District (District) owns and operates 40 wastewater pump stations connected through approximately 48 miles of force main piping. Much of this infrastructure was constructed between 1955 and 1971 and includes numerous air release, vacuum, and combination air/vacuum valves (ARVs) that are essential to maintaining reliable force main operation and preventing air entrainment, surging, and other hydraulic instabilities. Many of these assets are at or beyond their expected service life and require varying levels of rehabilitation or replacement in the near future. To address these challenges, the District advertised a Request for Proposals (RFP) and received one Proposal from Schaaf & Wheeler, Consulting Civil Engineers (Shaaf & Wheeler) to perform a comprehensive Force main Hydraulic Analysis and ARV Assessment. District staff worked with Shaaf & Wheeler to refine the scope of this effort and the proposed work will evaluate the hydraulic performance and operational risks associated with 25 selected force mains and pump stations, identify deficiencies in ARV functionality or placement, and develop a prioritized Rehabilitation and Replacement (R&R) Plan for implementation in the District's Capital Improvement Program (CIP). Taylor Jaime Page 2 December 4, 2025 The proposed scope of work includes four primary tasks: (1) Data collection and review; (2) Force main and ARV hydraulic and transient analysis; (3) Development of a prioritized rehabilitation and replacement plan including standard details, technical specifications, and operation and maintenance procedures; and (4) Project management and coordination. The resulting deliverables will provide the District with a data-driven understanding of system risks, detailed improvement recommendations, and standardized design and maintenance resources for future ARV projects. The total fee for this work is $254,133 on a time-and-materials, not-to-exceed basis. Execution of the Master Services Agreement with Schaaf & Wheeler will be completed prior to execution of this Task Order. Work is anticipated to begin in December 2025 and be completed by December 2026. This assessment represents a critical first step toward modernizing the District's pressurized wastewater conveyance system, improving operational reliability, and extending the service life of key infrastructure assets. SCHEDULE: November 2025 - December 2026 COSTS: $254,133 ACCOUNT NO: 10.30.8347 BUDGETED AMOUNT AVAILABLE: $436,000 2024-25 Rollover ATTACHMENTS: Schaaf and Wheeler Proposal CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Water 1 r GENERAL MANAGER: YES NO CHIEF FINANCIAL OFFICER: YES NO SCHAAF P1 WHEELER CONSULTING CIVIL ENGINEERS November 4, 2025 To: Taylor Jaime, EIT, Staff Engineer II Megan Colvey, PE, Director of Engineering From: Caitlin Tharp, PE, Vice-President Chris Anderson, PE, Senior Project Manager Subject: South Tahoe Public Utility District-Forcemain Hydraulic Analysis and ARV Assessment Dear Taylor, Schaaf& Wheeler is providing you with this scope and fee for the Forcemain Hydraulic Analysis and ARV Assessment project. We have reviewed the Districts Master Agreement (MSA) for Consulting Services and have no exceptions to the terms of the agreement. Find attached the following documents that encompass our proposal for the Forcemain Hydraulic Analysis and ARV Assessment project. • Exhibit A— Scope of Services • Exhibit B — Pump Station and ARV List • Exhibit C — Schedule • Exhibit D — Fee Proposal and Rates Schaaf& Wheeler proposes to complete this work on a time and materials basis for a fee not to exceed $254,133 including the optional field work per Exhibit D Fee Proposal. Invoices for payment, billed to the first task level, will be submitted monthly in accordance with the MSA. If you have any questions regarding this scope and budget, do not hesitate to contact Chris Anderson at (775) 830-9263 or CRAnderson(a-)_swsv.com. Sincerely, Schaaf& Wheeler Caitlin J. Tharp (Gilmore) PE Vice President RC E 76810 10236 Donner Pass Road, Suite A, Truckee, CA 96161 info@swsv.com EXHIBIT A Project Summary The South Tahoe Public Utilities District (District) currently owns, maintains, and operates 40 wastewater pump stations, covering approximately 48 miles of force main in the District. Construction materials for the existing force mains include asbestos cement, steel, and PVC pipe with -139 air release valves that have been cataloged to date. Most of the existing force mains were constructed between 1955 and 1971. Exceptions to this include the Fallen Leaf Lake force mains (constructed between 1979 and 1983)and the Flanders, Gardner Mountain, Ponderosa, and Ski Run force mains, which were constructed after 1997. The District needs evaluation, assessment, and planning for near term capital improvements for force mains and associated air release valves, vacuum valves, and combination air/vacuum valves (collectively referred to as ARVs) that need to be added or are at or beyond their design life. The District specific goals for this project includes the following: ■ Force Main Operation Reliability o Confirm the quantity and location of ARVs o Confirm the functionality of existing ARVs o Identify hydraulic inefficiencies and operational risks for selected force mains ■ Prioritization of Capital Improvements o Provide short-term and long-term improvement and maintenance projects based on observed condition and modeled performance assessment of force mains and ARVs ■ System Optimization o Identify locations where new ARVs are needed including sizing recommendations o Identify locations where existing ARVs can be removed or relocated ■ Constructability and Practical Long-Term Maintenance Strategies o Develop strategies to minimize cost and system disruption o Assess the constructability and associated costs for selected sites and improvement strategies o Review station specific bypassing or flow storage methods required for selected sites o Provide detailed template technical specifications and standard details to be used for future improvement projects The District provided Schaaf&Wheeler with additional data for review including ARV records, as- built drawings, GIS data, and the sanitary sewer master plan. We will provide a preliminary prioritization of the higher risk force mains based on the criteria listed below: ■ Number of ARVs>1 ■ Forcemain Material is ACP or VCP ■ Forcemain Length > 1,000 feet ■ Forcemain Diameter> 8 inches ■ Pump Station Capacity > 1,000 gpm ■ Pump Station TDH > 50 feet Page 1 of 5 EXHIBIT A A preliminary scoping meeting with the District resulted in the removal of the following pump stations from the scope. ■ Vacuum valve stations (abandoned) • 1 private pump station • Fairway#1 PS (small station) ■ Fallen Leaf PS #3 • Fallen Leaf PS #4 Exhibit B shows the resulting 25 total pump stations and force mains for review and analysis under this scope of services. Project Scope Based on the Request For Proposal and the District identified needs, Schaaf&Wheeler proposes the following scope of services. Task 1 : Data Collection and Review The consultant will gather and review the available provided by the District. This task will rely on the existing knowledge of the District for system as a prelude to any authorized field work by Schaaf & Wheeler. The District will perform the initial field work based on the results of Task 1.2 and at the consultant's request. Task 1.1: Data Collection and Review Schaaf & Wheeler will review available data, including existing sewer force main as-built drawings, profiles, and operational SCADA data. This includes our review of the District sewer model(s) to additionally identify transient modeling data needs. Task 1.2: Data Gap Identification and Request List We will submit a data request to the District that identifies data gaps for the selected pump stations and force mains in Exhibit B. The District will review and prepare any additional data and field work that is reasonable to find and collect. Task 1.3: Data Gathering Results Technical Memorandum (Draft/Final) A draft Data Gathering Results Technical Memorandum will be prepared and submitted to the District for review. The memorandum will organize and present the collected and reviewed data and will include data gaps and the workplan assumptions for filling those gaps as needed to complete Task 2. The memorandum will also document Schaaf & Wheeler's recommendations for methodology and software for force main transient analysis. Schaaf&Wheeler will incorporate the District review comments into a final memorandum that will confirm the pump station and force main analysis performed in Task 2. Task 1.4 (Optional): Additional Field Reconnaissance and/or Meetings Schaaf&Wheeler has allocated up to one week of optional field reconnaissance effort as needed to fill data gaps that are found from the initial data review or for specific ARV's identified in Exhibit B that need observation and data collection. It is likely that any authorized field work by the consultant would occur in the Spring of 2026. Page 2 of 5 EXHIBIT A Deliverables 1. Data Request List (PDF format) 2. Draft Data Collection and Review Technical Memorandum (PDF/DOCX format) 3. Final Data Collection and Review Technical Memorandum (PDF/DOCX format) Task 2: Force Main/ARV Analysis Schaaf & Wheeler will perform a hydraulic analysis, including transient conditions, for the 25 identified sewer pump stations and force mains to verify that existing ARVs are properly located, sized, potential ARV abandonment, and to identify potential new locations for ARVs. Recommendations for changes in valve type, size, location, and access will be included in a draft technical memorandum for the District review and comment. Task 2.1: Develop Force Main Models and Surge Analysis Schaaf & Wheeler will conduct a hydraulic and transient analysis of the selected pump stations and force mains using the method, data, and assumptions identified in Task 1. The results will be used in Task 2.2 and for developing the technical memorandum in Task 2.3. Task 2.2: Develop ARV Sizing and Type Recommended valve sizes for existing and potential new ARVs will be provided. The risks for over pressurization or vacuum conditions will be identified based on the results of the hydraulic and transient analysis in Task 2.1. Task 2.3: Develop Analysis Results, Findings, and Recommendations Technical Memorandum The technical memorandum will include methodology for valve assessment, maps and figures showing valve locations, recommended valve sizing and valve types, supporting calculations, and modeling output results will be prepared and submitted to the District for review and comments. The District review comments will be incorporated into a final memorandum that will confirm the pump station and force main analysis performed in Task 2. Deliverables 1. Draft Technical Memorandum discussing the hydraulic/transient analysis and recommendations (PDF/DOCX format) 2. Final Technical Memorandum discussing the hydraulic/transient analysis and recommendations (PDF/DOCX format) Task 3: Rehabilitation & Replacement (R&R) Plan Schaaf & Wheeler will develop an R&R Plan outlining the priority for ARV rehabilitation projects based on risk criteria. The overall R&R Plan will include the following: • Risk criteria development, risk analysis, conceptual designs, construction sequencing, and applicable bypass pumping • Recommendations forARV replacement schedule based on risk criteria • Develop implementation strategies (in-house versus CIP) with implementation approach cost-benefit analysis • Provide standard details and specifications • Prepare standard operation and maintenance procedures for ARVs • Develop conceptual level Engineers Opinion of Probable Construction Costs (EOPCC) Page 3 of 5 EXHIBIT A Task 3.1: District Engagement on R&R Plan We will engage with the District in developing the R&R Plan. This task assumes up to a total of four virtual or in-person, one-hour meetings. This task includes the preparation for meetings and meeting notes. These meetings are specific to the R&R Plan and incorporated into the general coordination meetings in Task 4.2. The development of the R&R Plan is addressed in Tasks 3.2 through 3.4. Task 3.2: Develop Risk Analysis, Conceptual Designs, Construction Sequencing, and Approach Cost Analysis for R&R Plan Schaaf & Wheeler will develop and review risk criteria and the results of Task 2 with the District before prioritizing rehabilitation or replacement projects. The R&R Plan will include conceptual designs and maintenance/construction sequences for implementing rehabilitation projects without service interruptions. The R&R will include bypass pumping and/or wet well storage constructability guidance to include: • Bypass pumping plans or wet well detention for each recommended project • Site-specific calculations for bypass flow and pump sizing • Conceptual bypass pipe routing • Safety considerations • Backup and redundancy methods Task 3.3: Develop Standard Details and Specifications for R&R (Draft/Final) Schaaf& Wheeler will work with the District to develop templates for technical specifications and standard details for District use in standardization of R&R projects. The standard details and technical specifications will be suitable for incorporation into future contract documents for improvement projects with minor alterations and edits. The technical specifications will incorporate provisions for bypass pumping and/or holding flows at wet wells. Task 3.4: R&R Approach Cost-Benefit Analysis and Engineers Opinion of Probable Construction Costs (Draft/Final) Schaaf&Wheeler will work with District staff regarding development of implementation strategies to evaluate cost effective approaches and implementation using a cost-benefit analysis. The two implementation strategies include the District self-performing improvements versus development of CIP projects. This task includes the following for the two implementation strategies. • Identify the scope of the two strategies • Identify and quantify the direct and indirect costs • Identify and quantify the benefits • Develop a comparison of the implementation strategies We will also develop EOPCC for the top 5 R&R projects. The EOPCC will be based on the results of the cost-benefit analysis preferred approach. Task 3.5: Operation and Maintenance (O&M) - Standard Operating Procedures (Draft/Final) Schaaf&Wheeler will develop and provide O&M standard operating procedure recommendations for ARV operation and maintenance of installed valves. This task will include coordination and consultation with District operations staff. We anticipate these procedures will include Page 4 of 5 EXHIBIT A manufacturers operation and maintenance manuals as applicable to the District ARVs and the future valve type recommendations identified in Task 2. Deliverables 1. Draft and Final Technical Memorandum for prioritized R&R plan for existing and proposed ARVs (PDF/DOCX format) 2. Draft and Final Technical Specifications for force main ARV/AVV installations (PDF/DOCX format) 3. Draft and Final Standard Details for force main ARV/AVV installations (PDF/DWG format) 4. Draft and Final Cost-Benefit Analysis Technical Memorandum (PDF/DOCX format) 5. Engineering Estimates of probable construction costs for R&R prioritized plan (PDF/Excel format) 6. Draft and Final Operations and Maintenance Standard Operating Procedures (PDF/DOCX format) Task 4: Project Management and Coordination Meetings This task involves project management throughout the project duration, including scheduling, coordination, and communication with District staff throughout the project. Task 4.1: Project Management and Administration This task includes the general project management and project administration required for the project setup, execution, billing, and project closeout. Task 4.2: Coordination Meetings (Agenda, Meetings, and Minutes) Schaaf& Wheeler will coordinate and lead the following meetings. • One project kickoff meeting • Four R&R District engagement meetings • Four deliverable review meetings held after District review of deliverables Meetings will present progress, discuss findings, and gather input from District staff. Meetings are assumed to be up to 2 hours in duration. Schaaf&Wheelers Senior Project Manager will prepare, hold, and deliver meeting notes. Additionally, Schaaf & Wheeler will be available for up to four one-hour coordination or progress check-in meetings on an as-needed basis, to be scheduled at the request of the District (included as optional scope Task 1.4). Deliverables 1. Meeting Agendas (PDF) and Meeting Minutes (PDF) Page 5 of 5 South Tahoe Public Utility District EXHIBIT B Forcemain Hydraulic Analysis and ARV Assessment Pump Station and ARV List 1 All Tahoe 3 1960IA�CP/DIP 6013 18 5200 80 2 Baldwin Beach 0 1971UNK 2660 10 400 36.81 3 Bellevue 0 1960TEEL 3098 10 900 41 4 Bijou-12in 4 1955 ACP 3694 12 2000-2400 75 5 Bijou-16in 10 1955 STEEL 13526 16 2000-2400 75 6 Camp Richardson 0 1968 UNK 1290 10 UNK 20.89 7 DVR(Export Line C) 61 1967 STEEL 56000 18&21 UNK UNK 8 Fallen Lake-6 17 1979-1983 PVC 18667 2.5-4 180 200 9 Gardner Mountain 0 2004 ACP 840 4 85 UNK 10 Johnson 3 1972 ACP 139 12&16 2000-2500 100 11 Kiva 0 1968 UNK 2890 6 210 46.5 12 Luther Pass (Export Line B) 4 1996-2005 STEEL 26000 24 UNK UNK 13 Pioneer Village 2 1966 PVC 2972 6 325 65 14 Ponderosa 0 1997 PVC 2069 6 300 34 15 Pope Beach#2 0 1973 UNK 1439 4 80 3.42 16 San Moritz 1 1966 ACP 1510 10 900 33 17 Ski Run 0 1997 STEEL 458 6&8 1025 97 18 Tahoe Keys 2 1960 ACP 10122 16 2500 75 19 Tahoe Keys Extension 1 1992 HDPE UNK 18 2500 75 20 Tallac 3 1968 ACP 6557 18 2000 50 21 Taylor Creek 0 1968 UNK 1503 12 2100 43 22 Trout Creek 0 1968 ACP 1503 12 1800 46 23 Upper Truckee 1 1967 STEEL 5700 18 3500 21.2 24 Venice 0 1971 PVC 1843 6 120 10 25 WWTP(Export Line A,eCV,&eAR; 66 1996-2000 DIP 55000 30 UNK UNK Total ARVs 178 EXHIBIT C ID Task Name Duration Start IFinish November I December I January February I March I Aril May June I July I August I September Septemberl October I November I December I January February 1 Notice to Proceed 0 days Mon 12/8/25 Mon 12/8/25 Notice to Proceed 2 Project Kickoff With STPUD 0 days Tue 12/9/25 Tue 12/9/25 Project Kickoff with STPUD 3 Task 7 Data Collection and Review 36 days Tue 12/9/25 Fri 1/30/26 Task 1 Data Collection and Review 4 1.1-Data Collection and Review(Includes Sewer 14 days Tue 12/9/25 Mon 12/29/25 Data Collection and Review Models) s 1.2-Data Gap Identification and Request List 7 days Tue 12/30/25 Thu 1/8/26 Data Gap and Data Request List 6 1.3-Data Gathering Results Technical Memorandum 10 days Wed 12/24/25 Thu 1/8/26 Data Gathering TM Draft (Draft) I 1.3-Data Gathering Results Technical Memorandum 10 days Fri 1/9/26 Fri 1/23/26 District Review (STPUD Review Draft) 8 1.3-Data Gathering Results Technical Memorandum 5 days Mon 1/26/26 Fri 1/30/26 Data Gathering TM Final (Final) 9 Task 2 Force Main/ARV Analysis 111 days Wed 2/11/26 Fri 7/17/26 I Task 2 Force Main/ARV Analysis 10 2.1-Develop Force Main Models and Surge Analysis 80 days Wed 2/11/26 Thu 6/4/26 Force Main Modeling 11 2.2-Develop ARV/AVV Sizing 14 days Tue 5/19/26 Mon 6/8/26 ARV/AVV sizing 12 2.3-Develop Analysis Results,Findings,and 25 days Fri 5/15/26 Fri 6/19/26 FM Analysis TM Draft Recommendations Technical Memorandum(Draft) 13 2.3-Develop Analysis Results,Findings,and 10 days Mon 6/22/26 Fri 7/3/26 District Review Recommendations Technical Memorandum (STPUD Review Draft) 14 2.3-Develop Analysis Results,Findings,and 10 days Mon 7/6/26 Fri 7/17/26 ` FM Analysis TM Final Recommendations Technical Memorandum(Final) 15 Task 3 Rehabilitation/Replacement(R&R)Plan 86 days Mon 7/20/26 Tue 11/17/26 Task 3 R&R Plan 16 3.1-District Engagement on 7 days Mon 7/20/26 Tue 7/28/26 Rehabilitation/Replacement Plan(R&R) 17 3.2-Develop Risk Analysis,Conceptual Designs, 15 days Wed 7/29/26 Tue 8/18/26 evelop R&R Draft TM Construction Sequencing,and Approach Cost Estimates(R&R Plan TM Draft) 18 3.2-Develop Risk Analysis,Conceptual Designs, 10 days Wed 8/19/26 Tue 9/1/26 District Review Construction Sequencing,and Approach Cost Estimates(R&R Plan TM STPUD Review Draft) 19 3.2-Develop Risk Analysis,Conceptual Designs, 15 days Wed 9/2/26 Wed 9/23/26 Final R&R TM Construction Sequencing,and Approach Cost Estimates(R&R Plan TM Final) 20 3.3-Develop Standard Details and Specifications for 15 days Wed 9/23/26 Tue 10/13/26 Standard Detail and Spec Prep Draft ARV R&R(Draft) 21 3.3-Develop Standard Details and Specifications for 10 days Wed Tue 10/27/26 Distr ct Review ARV R&R(STPUD Review Draft) 10/14/26 22 3.3-Develop Standard Details and Specifications for 10 days Wed 10/28/26 Tue 11/10/26 filil inal Standard Details and Specs ARV R&R(Final) 23 3.4-R&R Engineering Estimates of Probable 10 days Wed 8/5/26 Tue 8/18/26 &R Cost stim tes raft Construction Costs(Draft) i 24 3.4-R&R Engineering Estimates of Probable 10 days Wed 8/19/26 Tue 9/1/26 Di.tr t Revi ew Construction Costs(STPUD Review Draft) 25 3.4-R&R Engineering Estimates of Probable 20 days Wed 9/2/26 Wed 9/30/26 N Cost Estimates Final Construction Costs(Final) 26 3.5-Operation and Maintenance-Standard Operating 10 days Wed 9/23/26 Tue 10/6/26 Procedures(Draft) 27 3.5-Operation and Maintenance-Standard Operating 10 days Wed Tue 10/27/26 FM Distr ct Review Procedures(STPUD Review Draft) 10/14/26 28 3.5-Operation and Maintenance-Standard Operating 15 days Wed 10/28/26 Tue 11/17/26 Procedures(Final) 29 Task 4 Project Management and Coordination 246 days Mon 12/1/25 Tue 11/17/26 ' p Task 4 Project Management a Meetings 30 4.1-Project Management and Administration 246 days Mon 12/1/25 Tue 11/17/26 Project Management 31 4.2-Coordination Meetings(Agenda,Meetings,and 246 days Mon 12/1/25 Tue 11/17/26 Coordination Meetings Minutes) 32 Optional Task-Additional Field Reconnaissance 5 days Mon 6/8/26 Fri 6/12/26 Optional Additional Field Recon and/or Meetings Page 1 EXHIBIT D �,OUTH r�NotSCHAAF F-1- WHEELERCONSULTING CIVIL ENGINEERS dQ O tic G/ F un�mr ws�°� U C y Cw y Forcemain Hydraulic Analysis and ARV Assessment Nd d 0) y South Tahoe Public Utility District � ` c a ado w L ML Fee Proposal' �° _ ° �° " ° �° ° 7N w _ � R y C R L C R C N C f0 Novemember 4,2025 a` 2 C9 in 2 c) in 2 -1 rn Q a 16 Hourly Rates(10%Discount from Standard Rates) $275 $252 $252 $230 $203 $185 $171 co Task 1 Data Collection,Review,and Technical Memorandum 0 14 34 0 0 90 0 $28,701 $28,701 1.1-Data Collection and Review(Includes Sewer Model Review) 0 6 14 54 $15,003 $15,003 1.2-Data Gap Identification and Request List 0 4 8 16 $5,976 $5,976 1.3-Data Gathering Results Technical Memorandum(Draft/Final) 0 4 12 20 $7,722 $7,722 Task 2 Force Main/ARV Analysis 12 16 88 0 0 487 0 $119,354 $119,354 2.1-Develop Force Main Models and Surge Analysis 4 8 48 375 $84,398 $84,398 2.2-Develop ARV/AVV Sizing 4 4 20 1 32 1 $13,050 $13,050 2.3-Develop Analysis Results, Findings,and Recommendations Technical Memorandum(Draft/Final) 4 4 20 80 $21,906 $21,906 Task 3 Rehabilitation&Replacement(R&R)Plan 20 4 64 0 0 175 40 $61,754 $61,754 3.1-District Engagement on R&R Plan 0 0 0 0 $0 $0 3.2-Develop Risk Analysis,Conceptual Designs,Construction Sequencing,and Approach (R&R Plan TM Draft/Final) 4 4 12 40 $12,510 $12,510 3.3-Develop Standard Details and Specifications for ARV R&R(Draft/Final) 4 16 45 40 $20,273 $20,273 3.4-R&R Approach Cost-Benefit Analysis and EOPCC(Draft/Final) 8 20 50 $16,461 $16,461 3.5-Operation and Maintenance-Standard Operating Procedures(Draft/Final) 4 16 40 $12,510 $12,510 Task 4 Project Management and Coordination Meetings 18 69 18 0 1 0 0 0 $26,865 $26,865 4.1-Project Management and Administration 42 $10,584 $10,584 4.2-Coordination Meetings(Agenda,Meetings,and Minutes) 18 27 18 $16,281 $16,281 SubTotal 50 103 204 0 0 752 40 $236,673 $236,673 Optional Tasks 1 0 1 40 0 1 0 0 40 1 0 1 $17,460 1 $17,460 1.4-Additional Field Reconnaissance and/or Meetings 1 1 40 1 40 1 1 $17,460 1 $17,460 Total plus Optional Tasks 1 50 1 143 204 1 0 0 1 792 1 0 1 $254,1331 $254,133 Subtask amounts are approximate and provided for reference.The total fee is binding;individual subtask fees may differ from the estimates shown. `Other Direct Costs are excluded.Shaaf&Wheeler accounts for Other Direct Costs in overhead accounting.Client will not be charged for Other Direct Costs. General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility Di5trict Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 6d TO: Board of Directors FROM: Mark Seelos, Water Resources Manager MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: Relinquishment of Unused Legacy Water Rights REQUESTED BOARD ACTION: Adopt Resolution No. 3324-25, revoking six unused water rights on file with the State Water Resources Control Board. DISCUSSION: With the acquisition of the Meyers Water Company and Tahoe Paradise Water Company in the 1960s, the South Tahoe Public Utility Water District was granted six water rights to the Upper Truckee River and a tributary of Saxon Creek. These rights have never been used, and the licensed points of diversion lack infrastructure to divert, treat, and distribute water. Thus, the District seeks to file formal requests to revoke these water rights with the State Water Resources Control Board. The District is currently pursuing a 10,808 acre-foot water right to Lake Tahoe under Water Rights Application No. A023393. SCHEDULE: Upon Board Approval COSTS: N/A ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ❑ No ® N/A ATTACHMENTS: Resolution No. 3324-25 and Water Rights Documentation CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Water GENERAL MANAGER: YES_ P NO /n� CHIEF FINANCIAL OFFICER: YES NO 1 RESOLUTION NO. 3324-25 2 A RESOLUTION BY THE BOARD OF DIRECTORS OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT AUTHORIZING AND DIRECTING ITS STAFF 3 TO REQUEST THE REVOCATION OF CERTAIN SURFACE WATER RIGHTS 4 WHEREAS, the South Tahoe Public Utility District ("STPUD") currently holds water 5 rights A018021, A018030, A018031, A018038, A018039, and A019629, originally 6 acquired from Tahoe Paradise Water Company, allowing for diversions from the Upper Truckee River, Coyote Creek, and an unnamed tributary to Saxon Creek; 7 and 8 WHEREAS, STPUD has never developed facilities to divert, treat, or distribute water 9 under these water rights, and intake, treatment, and distribution infrastructure do 10 not exist; and 11 WHEREAS, due to water quality, quantity, and environmental constraints, it is not 12 cost-effective or practical to exercise these water rights, and the District is instead 13 pursuing a water right under A023393 to Lake Tahoe for 10,808 acre-feet; and 14 WHEREAS, in accordance with Water Code and State Water Resources Control 15 Board regulations, STPUD may request the revocation of water rights that are no longer used and for which the reservoir or diversion facilities are incapable of 16 storing or diverting water; 17 NOW, THEREFORE, BE IT RESOLVED that the Board of Directors of South Tahoe Public 18 Utility District hereby: 19 (1) Authorizes and directs the Staff to submit to the State Water Resources Control 20 Board six (6) Requests for Revocation of Water Rights (A018021, A018030, A018031, 21 A018038, A018039, and A019629) on behalf of the District, true and correct copies of which are attached hereto as exhibits 1 through 6. 22 23 (2) Requests full revocation of these water rights on the grounds that the reservoirs or diversion facilities no longer exist or are incapable of storing or diverting water 24 and no water is used under these rights. 25 (3) Waives Districts hearing and notice rights otherwise required for the processing 26 of the requests for resolution stated herein. 27 (4) Directs Staff to take any and all actions necessary to effectuate the revocation 28 of these water rights. WE, THE UNDERSIGNED, do hereby certify that the above and foregoing Resolution No. 3324-25 was duly and regularly adopted and passed by the Board 1 of Directors of the South Tahoe Public Utility District at a Regular meeting held on the 4th day of December, 2025, by the following vote: 2 3 AYES: 4 NOES: 5 ABSENT: 6 7 Shane Romsos, Board Vice President South Tahoe Public Utility District 8 9 ATTEST: 10 Melonie Guttry, Executive Services Manager/ Clerk of the Board 11 South Tahoe Public Utility District 12 Attachments 13 Exhibit 1: A018021 14 Exhibit 2: A018030 Exhibit 3: A018031 15 Exhibit 4: A018038 Exhibit 5: A018039 16 Exhibit 6: A019629 17 18 19 20 21 22 23 24 25 26 27 28 Resolution No.3324-25 Page 2 December 4,2025 Exhibit 1 0, �5OURCea STATE OF CALIFORNIA SURIM4 co THE RESOURCES AGENCY STATE WATER RESOURCES CONTROL BOARD Wa sibM DIVISION OF WATER RIGHTS r d&0 License For Diversion and Use of Water • C'Q�IFORN�P 18021 13526 �� �� APPLICATION PERMIT LICENSE TAHOE PARADISE WATER AND GAS COMPANY THIS IS TO CERTIFY, That P. O. BOX '11117,- TAHOE' PARAD ISEp` CAI.I FORN IA 95705 HAS made proof as of JU NE 10, 1971 (the date of inspection) to the satisfaction of the State Water Resources Control Board of a right to the use of the water of AN UNNAMED CREEK IN EL DORADO COUNTY tributary for SAXON CREEK THENCE TROUT CREEK THENCE LAKE TAHOE for the purpose of DOMEST IC USE under Permit 13526 of the Board and that the right to the use of this water has been perfected in accordance with the laws of California, the Regulations of the Board and the permit terms, that the priority of this right dates from FEBRUARY 28, 1958 and that the amount of water to which this right is entitled and hereby confirmed is limited to the amount actually beneficially used for the stated purposes and shall not exceed TWENTY—SEVEN HUNDREDTHS (0.27) CUBIC FOOT PER SECOND, TO BE DIVERTED FROM JANUARY 1 TO DECEMBER 31 OF EACH YEAR. THE MAXIMUM AMOUNT DIVERTED UNDER THIS LICENSE SHALL NOT EXCEED 124 ACRE—FEET PER YEAR. THE POINT OF DIVERSION OF SUCH WATER 13 LOCATED: SOUTH 14°35157" EAST 821 .41FEET FROM N1/4 CORNER OF SECTION 33, T12N, RUE, MDB&M, BEING WITHIN NW1/4 OF NE1/4 OF SAID SECTION 33. A DESCRIPTION OF LANDS OR THE PLACE WHERE SUCH WATER 15 PUT TO BENEFICIAL USE 13 AS FOLLOWS: WITHIN SECTIONS 19, 28, 29, 30, 31, AND 32, T12N, R18E, MDB&M; SECTIONS 5, 61 AND 81 TUN, R18E, MDB&M, AS SHOWN ON MAP FILED WITH STATE WATER RESOURCES CONTROL BOARD. THE TOTAL AMOUNT OF WATER APPROPRIATED BY DIRECT DIVERSION UNDER THIS LICENSE TOGETHER WITH THAT DIVERTED UNDER PERMITS 13527, 13528, 13529 AND 13530 (APPLICATIONS 18030) 18031, 18038 AND 18039) SHALL NOT EXCEED 345 ACRE—FEET IN ANY CALENDER MONTH OR 21360 ACRE—FEET IN ANY YEAR. • WRCB 16-1 (3.73) 11460-989 8-79 1.500(D OSP J^ Licensee shall allow representatives of the Board and other-parties, as may be authorized from time to time by the Board,reasonable access to project works to determine compliance with the terms of this license. All rights and privileges under this license, including method of diversion, method of use and quantity of water diverted are subject to the continuing authority of the Board in accordance with law and in the interest of the public welfare to prevent waste, unreasonable use, unreasonable method of use or unreasonable method of diversion of said water. ; IF ----------------- Reports shall be filed promptly by licensee on appropriate forms which will be provided for the purpose from time to time by the Board. _ lands- lace o use hereon p p of diversion The right hereby con ono.the version.a date r is restricted right Jy fume t � Ovate tot point or points herein specified,and tot p f, ribed. This license is ranted and v subject to the following_ g licensee accepts all rights he conf�rmed�subject f ng provisions of the Water Code: Section 1625. Each license shall be in such form and contain such,terms as,may be prescribed,by the Board. Section 1626. All licenses shall be under the terms and conditions of this division (of the Water Code). Section 1627.` A license 'shall'be effective for su-ch time as the water attuA}1y appropriated under it is used for a useful and ' beneficial purpose inconformity with this division I(of the Watet Code) but no longer. Section 1628. Every license shall include the enumeration of conditions therein which in substance shall include all of the provisions of this article and the statement that any appropriator of water to whom-a license is issued takes the license subject to the conditions therein expressed. _ - r " Section 1629. Every licensee if he accepts a license does so under the conditions precedent that no-value whatsoever in excess of the actual amount paid to the State therefor shall at any time be assigned to or claimed for an license granted or issued udder the provisions;of this division (of tie,Water Code), or,for aoY Vghts granted or acquired uncy}e;the provisions•of this.division (,of the Water Code), in respge�ct to--th regu tion y any comp tent ubli,`authority of the services or tthhe price of the setvic6s-to`be-rendered by'any h6etisee�or fiy the holder of Any rightvgranted or acquired under theC provisions,of this division (of the Water Code) or in respect to any valuation for purposes of sale to orpurchase,whether through condemnation proceedings or otherwise, by the State or any city,city and county,municipal water district, irrigation district,lighting'district, or any political subdivision of the State, of the rights and property of any licensee, or the possessor of any rights granted, issued,or acquired under the provisions;of-,this divxsjon,(;of the Water,Qgde). ,, Section 1630: At any,time-after the expiration of twenty=ydars'after,the-_granting of-a,license„the State,.or any city, c�iy and county,municipal water_district, irrigation,district, lighting district, or any political subdivision of the State-shad have the right to purchase the works and property occupied"and used under'the license and the 'works'built or constructed for the enjoyment of the rights granted under the-license. Section 1631. In the event that the State, or any city, city and county, municipal water district, irrigation district, lighting district, or political subdivision of the State so desiring to purchase and the owner of the works and property cannot agree upon the purchase price, the price shall be determined in such manner as is now or may hereafter be provided by law for determining the value of property taken in eminent domain proceedings. Dated: '`�i' 19 1976 STATE*WATER RESOURCES CONTROL BOARD Ui• � �0 Chie f,Division o /10 Odr Exhibit 2 t FILE IN DUPLICATE For full information concerning the filling out of this form refer to Article 4 of Rules and Regulations Pertaining to Appropriation of Water] STATE OF CALIFORNIA—STATE WATER RIGHTS BOARD Application No.-----IMQ-------Filed -----Mreh_64_195_8_s----------------- (Applicant must not fill in the above blanks) APPLICATION TO APPROPRIATE UNAPPROPRIATED WATER l ee _rs Water Cam Notice of AstignOnt Meet) I► - -- - - --------------- - - - - - -- - - --- - -- --- -------- - _— Name of applicant or applicants of---------------I±qyg -------------------------------------------------------------------------------------------------------------------County of ------ Address State of------California_____________________________________________________________do hereby make application for a permit to appropriate the following described.unappropriated waters of the State of California, SUBJECT TO VESTED FJGHTS: Source, Amount, Use and Location of Diversion Works 1. The source of the proposed appropriation is---------wed----S�-try' -------------------------------------------------------------------------------- Give name of stream,lake,etc.,if named;if unnamed state nature of source and that it is unnamed located in-----n_DQ -----------------County, tributary to------UP_Fer__ C1L0e__EYeL------------------------------------------- 2. The amount of water which applicant desires to appropriate under this application is as follows: (a) For diversion to be directly applied to beneficial use-----------------3*e0------_---—_--------------------------------------cubic feet per 1 cubic foot per second equals 40 statute miner's inches or 646,317 gallons per day second,to be diverted from---------- ----d y_--1------------------------------to------------3 ea-e—e blex-_1.---------------------of each year. Beginning date Closing date (b) For diversion to be stored and later applied to beneficial use------------------------------------------_--------_---—____—___acre-feet 1 acre-foot equals 321,951 gallons per annum, to be collected between--------------------------------------------------------and_------------------------------------------- -----_of each season. Beginning date - Closing.dap NOTE.—Answer (a) or (b) or both (a) and (b)as may be necessary.If amount'under (a) is less than.02 f cubic foot per second,state in gallons per day.Neither the amount nor the season may be increased after application is filed.If underground storage is proposed a special supplemental form will be supplied by the State Water Rights Board upon request. 3. The use to which the water is to be applied is---------------------Domestic-------------------------------------------------------------------- __----_-- Domestic,irrigation,power,municipal,mining,industrial,recreational ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------purposes. 4. The point of diversion is to be located----165_'___0'j_r____' '_'__E__�II__ t.-_ _W-4onller-of__swt.on— State bearing tad distance or coordinate distances from section at quarter section comer --------------3C-o—` M-- BS being within the---- --Of ---- ---- -- —-- - --- -- ---------------- ----------------------------------------- State 40-sere subdivision of public land survey or projection thereof of Section--30-------, T-----.12N____, R._18E-------s ------ & M., in the County of----------F-I-I)o_XAOQ------------------- S. The main conduit terminates in------ ----------------of Sec-----------.----, T.-_-=------------- R.-___----------- ------------------B. & M. State 40-acre subdivision of U.S.Government survey or projection,thereof Description of Diversion Works NOTE.—An application cannot be approved for an amount grossly in excess of the estimated capacity of the diversion works. 6. Intake or Headworks (fill only those blanks which apply) (a) Diversion will be made by pumping from--------------------- ----------------------------------------------------------------------- Sump,offset well,unobstructed channel,etc. (b) Diversion will be by gravity,the diverting dam being_____________________________________________._-__-feet in height (stream bed to level of overflow)_--------------------------------feet long on top; and constructed of----------------------------------------------------------------------- Concrete,earth,brush,etc. (c) The storage dam will be----------------------------------feet in height (stream bed to spillway level);------------------_------------feet long on top; have a freeboard of--------------------------------feet, and be constructed of----------------------------------------------------_______�� Concrete,earth,etc. 7. Storage Reservoir----------------------------------------------------------------------------------------- Name The storage reservoir will flood lands in---------------------------------------------------------------------------------- -------------_ _—_---__---- Indicate section or Sections,also 40-acre subdivisions unless shown upon map It will have a surface area of------------------------------------acres,and a capacity of------------------------------------acre-feet. 1W In case of insufficient space for answers in form,attach extra sheets at top of page 3 and cross reference. FORM I 8. Conduit System (describe main conduits only) Done, water will be ptuped directly into mains (a) Canal,ditch,flume: Width on top (at water line)_______—_____________feet; width at bottom______________________________ Cross out two not used feet; depth of water-----_--------—_-_____feet; length---------------------------feet; grade_-------------------------feet per 1,000 feet; materials ofconstruction--------------------------------------------------------------------------------------------------------------------------- --------------------------------------- Earth,rock,timber,etc. (b) Pipe line: Diameter---------------------------inches; length----------------------------------feet; grade----------------------------------feet per 1,000 feet; total lift fall from ,_intake to outlet------------------------feet; kind-- --------------------------------------------------------------------------------- Riveted steel,concrete,wood-stave,etc. NoTa-If a combination of different sizes or kinds of conduit is to be used,attach extra sheets with complete description,also show location of each clearly on map. 9. The estimated capacity of'the diversion conduit or pumping plant proposed is-----1 __Cx_@__________________________________________ State cubic feet per second or gallons per minute The estimated cost of the diversion works proposed is--------- ------------------------------------------------------------------------------------------ Give only cost of intake, or headworks, pumps, storage reservoirs and main conduits described herein Completion Schedule 10. Construction work will begin on or before------------------ June-lj _962----------------------------------------------- Construction work`will be completed on or before---------------- _ -------aTw&_des.-_1 -;------------------------------------------------ The-water will be completely applied to the proposed use on or before---J UM__;.j*---1%5----------------__---.____-__________-______-_______ Description of Proposed Use 11. Place of Use. fe-----aupplemixt:---------------------------------------------------------------------------------------------------- State 40-acre subdivisions of the public land survey.,If area is unsurve"d indicate the location-u.if lines of the public land ----------------------------------------------------------- survey were projected. In the case of irrigation we state the number of acres to be irrigated in each 40-acre tract, if space permits. If space does not permit listing of all ------------------------------------------------------------------ -------------------------------------------—--------------------------------- 40-acre tracts,describe area in a general way and show detail upon map. - Do(es) applicant(s) own the land whereon use of water will be made?---------20------_----------- jointly?-------------------------- LAIC joint owners should include their names as applicants and sign application at bottom of third page. Yes or No Yes or No ___ _s2Y 1 d_is tinder_,�i�#, il-#t4 T13h4� $�B61M8 --V w. _p a n =spany- ;If applicant does not own land whereon we of water will be made,give name and address of owner and state what arrangements have been made with him. 12. Other Rights.Describe all rights except those on file with the State Water Rights Board under which water is served to the above named lands. Nature of Right Year of First Use Use made in recent years Season-of Use Source of Other Supply (riparian,appropriative,purchased water,etc.) including amount if known - 1. 2. 3. 4. Attach supplement at top of page 3 if necessary. 13. Irrigation Use. The area to be irrigated is------------------------------------------------------------------------=--------------------------------------acres. State net acreage to be irrigated The segregation of acreage as to crops is as follows: Rice-------__________________________------acres; alfalfa-_____-------___------------------acres; orchard-------- - - =------------acres; general crops--------—------------------------------acres; pasture-----------------------—------------acres. NorE.—Can should be taken that the various statements as to acreage are consistent with each other,with the statement in Paragraph 11,and with the map. The irrigation season will Begin about—-------------------------------------------------------and end about---------------------------------------------------------- Beginning date Closing date 14. Power Use. The total fall to be utilized is---------------------------------------------------------.-----------------_-----------------------------------feet. Difference between nozzle or draft tube water level and first free water surface above The maximum amount of water to be used through the penstock is_:____-___----------------------A__---------�___-cubic feet per second. The maximum theoretical horsepower capable of being generated by the works is---—----_------------ ----------------______--_horsepower. Second feet X fall_s.s Theuse to which the power is to be applied is------------------------------------------------------------------------------------------------------------------------------- For distribution and sale or private we,etc. The nature of the works by means of which power is to be developed is-------------------------------------------------------------------------------_.._.. Turbine,Pelton.what.etc..-. The size of the nozzle to be used is___--------------------inches. The water will be returned to----------------------- in------------------ willnot -------------------------------------------- ---------------------------------------_.of Name stream State40-sere subdivision - Sec-------------------------s T. - - -, R• t B. &M. t s r RECEIVED NOTICE OF ABIGNMENT TO TtL � l3�sa� Supplement to Paragraph 11 SWV of Section 19; S1- of NE' of Section 21 • SE; of Section 21; V n.T of S14 and S'v'41 of LT1.1 of Section 22- id- of N?du and ITIVI41 of Si�'1 of Section 27• 1421 S11- and N- of .SE-� of Section 25; 1,1120 SEu and ►S� of avTE of Section 29; Section 30; ?d and SE��- of Section 31; and W of Section 32, all in T12N, RISE, Pr;DB&.M; V1 of Section 5; NE! and E: of SE4 of Section 6; E2 of NE and Ez of SE1 of Section 7; 1'12 of Section S; `�J2, tv of ?,T and W of SE-1- of Section 17; and N: of Nid and i�'I�T—� of NE'1 of Section 20; all. in TlIN, RISE, riDB.;r�i; Ez of M?y of Section- 25; NEI of Section 25; and the NE;} of Section 36, all in T12N, R17E, MDB . CONFORMUNG TO Supplement to Paragraph 11 A place of use 2s follows: SG71 of Section 19; SE- and Sa of NE4 of Section 20; W2 of SWu and sw of NW4 of Section 22; � of Nw and NV of SW,i—, of Section 27; N2, Swdµ and N1 of SEu of Section ^c8; W2, SE and S2 of NEB of Section 29; Section 30; N2, and SEA of Section 31; and W2 of Section 32, all in T12N, R18E, MD of Section 5; TF. and E2 of SE4L of Section 6; E1 of NEl and E2 of .SEu of Section 7; W1 of Section 8; W2, of NE,—� and 672 of SE—. of Section 17; and Nz of NWu and NW of NE4� of Section 20; all in T111N, R18E, MDB&M; SE' of Section 25 and SE1 of Section 36, both in T12N, R17E, MDB&M. ' �+ CONFORMING TO ORDER Exhibit 3 r s r FILE IN DUPLICATE For full information concerning the filling out of this form refer to l (Article 4 of Rules and Regulations Pertaining to Appropriation of Water) STATE OF CALIFORNIA—STATE WATER RIGHTS BOARD Application No.-_--18031 __Filed.----------Iftrch_6, 1958, ---- _at--�:19_-P.-M. - - --------- (Applicant must not fill in the above blanks) APPLICATION TO APPROPRIATE UNAPPROPRIATED WATER Nora of Wipmeni ('Over) Is ----------------Meyers_Water-Comny--------------------------------------------------------------------------------------------------------------- Name of applicant or applicants of------------------------)ft7er&---------------------------------------------------------------------------------------------------------County of---- --Sl_Dorado_ Address State of------------ f02'T► a------------------------------------------------------- do hereby make application for a permit to appropriate the following described unappropriated waters of the State of California,SUBJECT TO VESTED RIGHTS: Source, Amount, Use and Location of Diversion Works 1. The source of the proposed appropriation is...............Upper Truckee River Give name of stream,lake,etc.,if named;if unnamed state nature of source and that it is unnamed located in------El Ikbra40 -------------County, tributary to -Lake T&hoe - - ------------------------------------ ------------------- 2. The amount of water which applicant desires to appropriate under this application is as follows: (a) For diversion to be directly applied to beneficial use_______3-:40_-------------------_-------------------------------------cubic feet per l cubic foot per second equals 40 statute miner's inches or 646,317 gallons per day second,to be diverted from---- ------.alas UaXY---I---------------------------------to--------- _31.---------------------of each year. Beginning date Closing date (b) For diversion to be stored and later applied to beneficial use------_----_______________________________________________—____acre-feet I acre-foot equals 321,811 gallons per annum, to be collected between-----------------------------------------------------and------------—-----------------------------_----of each season. Beginning date Closing dam NoTE.-Answer (a) or (b) or both (a) anal (b) as may be necessary.If amount under (a) is less than.025 cubic foot per second,state in gallons per day.Neither the amount nor the season may be increased after application is filed.If underground storage is proposed a special supplemental form will be supplied by the State Water Rights Board upon request. 3. The use to which the water is to be applied is-------------------..__Doze stic Domestic,irrigation,power,municipal,mining,industrial,recreational -------------------------------------------------------------------------------------------------------------------------------------------------------------_.purposes. 4. The point of diversion is to be located- �§'__55_'__W 1320.E _feet from NE corner of Section 31., State bearing and distance or coordinate distances from section or quarter section earner. -- ;- - --------------- ---- ----------- ----_--_- being within the--- --QL ----_------ State 40-acre subdivision of public land survey or projection thereof of Section----_U-----, T. I----- R.-I.8S'-------a ------------X.D.---B. & M., in the.County of--------- - El Drado — S. The main conduit terminates in--------------------------------of Sec.----------------, T-------------'---s R•---------------s ----=--—- ---B: & M. State 40-acre subdivision of U.S.Government survey or projection thereof Description of Diversion Works NOTE.—An application cannot be approved for an amount grossly in excess of the estimated capacity of the diversion works. 6. Intake or Headworks (fill only those blanks which apply) (a) Diversion will be made by pumping from---------------------SUMP--------------------------------------------------------------- -------- sump,offset well,unobstructed channel,etc. (b) Diversion will be by gravity,the diverting dam being-----------------------------------------_---------feet in height (stream bed to level of overflow)_______________________________feet long on top; and constructed of------------------------------------_---_------_----_------_-_- Concrete,earth,brush,eta. (c) The storage dam will be----------------------------------feet in height (stream bed to spillway level);--------------------------------feet long on top; have a freeboard of--------------------------------feet, and be constructed of----------------------------------------------------_----_____�_ Concrete,earth,etc. 7. Storage Reservoir----------------------------------------------------------------------------------------------------------------------------------------------- -- Name The storage reservoir will flood lands in------------------------------------------------------------------------------------------------- ----- Indicate section or sections,also 40-acre subdivisions unless shown upon map It will have a surface area of------------------------------------acres, and a capacity of------------------------------------acre-feet. W In case of insufficient space for answers in form,attach extra sheets at top of page 3 and cross reference. FORM 1 8. Conduit System (describe main conduits only) None, Water will be pumped directly into bins (a) Canal,ditch,flume: Width on top (at water line) width at bottom-----------------------------— Cross out two not used feet; depth of water--------__—___----------feet; length-------------------------__feet; grade__-------------------------feet per 1,000 feet; materials ofconstruction------------------------------------------------- ---------------—----------------------------------------------------------------------------------------------- Earth,rock,timber,etc. (b) Pipe line: Diameter-------------------------inches; length----------------------------------feet; grade----------------------------------feet per ll 1,000 feet; total fa from intake to outlet------------------------feet; kind-------------------------------------------------------------------------------------------- lift Riveted steel,concrete,wood-stave,etc. NoTE.—If a combination of different sizes or kinds of conduit is to be used, attach extra sheets with complete description, also show location of each dearly on map. 9. The-estimated capacity of the diversion-conduit or pumping plant proposed is---------3QD__CYS--------------------------______-__ State cubic fat per second or Sallow per minuet The estimated cost of the diversion works proposed is___----—__: ---------------------------------------------------------------------------- Give only cost of intake, or headworks, pumps, stonae reservoirs and maia conduits described herein Completion Schedule 10. Construction work will beginon or before-------_--------------------- - ------------------------------------------ Construction work will be completed on or before---------------- :______-_ --------------June--1;---1�1----------------------------------•----•--�- The water will be completely applied to the proposed use.on or before--------- L---]9_63------------------------------------------------ Description of Proposed Use 11. Place of Use: -_______ See Supplement. ---- -- - - -------- ----- ---------- State 40-acre subdivisions of the public land survey. If area is uneurveyed indicate the location a if lines of the public land --------_------------------ ------------------------------ survey were projected. In the case of irrigation use state the number of acres to be irrigated in each 40-acre tract, if space permits. If space does not permit listiog of all ---------------------------------------------------- -------------------------------------------- - ----—-------—---—------------------- 40-acre tracts,describe area in a general way and show detail upon map: - Do(es) applicant(s) own the land whereon use of water will be made?----------_.._N�------------- Jointly?_________YeS-______________ Yea or No Yes or No kit joint owners should include,their names as applicants and sign application at bottom of third page. Most of! #, _ �,ac under_9t3on_to woe paradise Homes, the__W.rent_-QQn_RUy1 If applicant does.not own land whereon use of water will be made,give name and address of owner and state what arrangements have been made with him. - - 12. Other Rights. Describe all rights except those on file with the State Water Rights Board under which water is served to the above named lands. Nature of Right Year of First Use Use made in recent years Season of Use Source of Other Supply (riparian,appropriative,purchased water,etc.) including amount if known 1. 2. 3. 4. Attach supplement at top of page 3 if necessary. 13. Irrigation Use. The area to be irrigated is---------------------------------------------------------------------------------------------------------------- _______-________________-____________acres. State net acreage to be irrigated The segregation of acreage as to crops is as follows: Rice----------------------------------------acres; alfalfa_------------_-------------------__acres; ----acres; general crops----------------------------------------acres; pasture----------------------------------------acres. NoxE.--Care should be taken that the various statements as to acreage are consistent with each other,with the statement in Paragraph 11,and with the map. The irrigation season will begin about-----------------------------------------—-------------and end about---------------------------------------------------------- Beginning date Closing date 14. Power Use. The total fall to be utilized is-------------------__-------------------- --------------------------------------------------------------------feet. - Difference between nozzle or draft tube water level and first free water surface above The-maximum amount.of water to be used through the penstock.is---------------------------------------_---------__----cubic feet per.second. The maximum,theoretical horsepower capable of being generated,by the works is----_-----------------_------------—__----------horsepower. Second feet X fall_is The use to which the power is to be applied is-------------------------_ ---------------------- -------------------------------------------------------------------------------- For distribution and sale or private we.etc. The nature of the works by means of which power is to be developed is-----------------------------------------------------------------------------------___ ... - - Turbine,Patton wheel,,etc. The size of the nozzle to be used is------------------------inches. The water will be returned to_____ — — -- m - - ----.Of will not Name stream State 40-acre subdivision aSec-------------------------- T---------------------- R.------------------------• -----------------------B. &M. a " �' v��EtvED NOTICE OF ASSI%IMENT 10 Supplement to Paragraph 11 S14 of Section 19; S1 of NE- of Section 21 SE4 of Section 21; v.,2 of S11 and S:T,� of N1W4 of Section 22- WTZ of NWT,' and Mftll of SWJ,-, of Section 27• 111- S,,44 and N! of SE-�� of Section 28; Wd,, SEj and S2 of M- of Section 29; Section 30; Nz and SE-,- of Section 31; and W of Section 32, all in T12 J, RISE, XDBUM; W2 of Section 5; NEI, and E2 of SE! of Section 6; Ez of NE� and EZ of SEA of Section 7; W�T2 of Section 8; W'j2, WT, of NE-L and W? of SE-j of Section 17, and NZ of NWJ4 and Nn4' of NEl of Section 20; all in MIN, RISE, DIDB&r111; EZ of NW%T of Section 25; NE,z-,- of Section 25; and the NE,} of Section 36, all in T12N, R1'7E, TOB&M. f -;4CONFORMUNG TO Onp, OF Supplement to Paragraph 11 A place of use as follows: St•�;�, of Section 19; SEu and S7 of NE4 of Section 20; W2 of SWu and SWI of NVT=. of Section 22; 4 of Nw and NW4 of SW4 of -- Section 27; Nz, SW, and N1 of SEZ of Section 28; W-, SE;, and S2 of NEu of i i _ Section 2 — Section 1• and W of S 3 , and E— of Sec i 0• a S ' n Section N 3 2 Sectlo 29 S 3 , �. all in T12N, R18E, NDIDB&M;2W�157 of Section: 5; NE1 and E2 of SE' of Section 6; E� of NE1 and E2 of SE,1 of Section 7; W7 of Section 8; Td-2, W2 of NE,— and W- of SE,—�� of Section 17; and N2 of NWu and NW-4 of NE of Section 20; all in. TllN, R18E, NMB&M; SEu of Section 25 and SE1 of Section 36, both in T12N, R17E, ICBM. CONFOWAING TO ORDER OF,-- G'Z it i FORM 61-A IMI'ORRANT [Please Read Carefully] 1. Note the terms and conditions of this per7nit. Construction work must be prosecuted, and the water applied to the beneficial uses intended with due diligence. Annual reports of progress will be expected from you upon forms which will be furnished for the purpose. When the water has been fully applied to the beneficial uses intended the Water Code requires that you notify the State Water Rights Board thereof. 2. Neither this application nor the permit is a water right, but if the terins and conditions of the permit are observed a water right can be obtained through beneficial use of the water--the extent of the right to be determined by a field inspection which will be made by a representative of the State Water Rights Board. 3. No change in point of diversion, or place of use or character of use, can be made under this application and permit without the approval of the State Water Rights Board. 4. If the rights wider this permit are assigned immediate notice to that effect with the name and address of the new owner should he forwarded to the State Water Rights Board, Sacramento, California. S. Please advise inzvnedmtely of any change of address. Until othersvise advised communications will be sent to the address used in the letter transmitting this permit. )613G 3-60 2M CFO APPLICANT MUST NOT FILL IN BLANKS BELOW PERMIT No. 13 528 This is to certify that the application of which the foregoing is a true and correct copy has been considered and approved by the State Water Rights Board SUBJECT TO VESTED RIGHTS and the following limitations and conditions: 1. The amount of water,appropriated shall be limited.to the amount which can be beneficially used, and shall not exceed 3 cubic feet per second to be diverted from January 1 to December 31 of each year. 11 2. The maximum amount herein stated may be reduced in the license if investigation so warrants. ( 0OOQo06) 3. Actual construction work shall begin on or before July 1, 1962, ' ° and shall thereafter be prosecuted with reasonable diligence,and if not so commenced and prosecuted this permit may be revoked(WOO 07) 4. Said construction work shall be completed on or before December 1, 1968. ro00 �©�J S. Complete application of the water to the proposed use shall be made on or before December 1., 1970.(60ol W5) 6. Progress reports shall be filed promptly by permittee on forms which will be provided annually by the State water Rights Board until license is issued. QDDO/0) 7. All rights and privileges under this permit including method of diversion,method of use and quantity of water diverted are subject to the continuing authority of the State Water Rights Board in accordance with law.and in the interest of the public welfare to prevent waste, unreasonable use, unreasonable method of use or unreasonable method of diversion of said water. `0 do Po/Z� 8. Permittee shall'allow representatives of the State Water Rights Board and other parties, as may be authorized f om time to time by said Board, reasonable access to project works to determine compliance with the terms of this permit. (00MD 10 9. The total amount of water appropriated by direct diversion under this application and Applications 18021, 18030, 18038, and 18039 shall not exceed 345 acre-feet in any calendar month or 2,360 acre-feet in any year. cdwa1/4) 10. Permittee shall bypass the following quantities of water into the natural stream bed of the Upper Truckee River at all times: (a.) During the months of April, May, and June, 75 cubic feet per second or the total flow of the stream, whichever is less: (b) During July, a flow decreasing gradually from 75 cubic feet per second or the total flow of the stream, whichever is less, to 15 cubic feet per second or the total flow of the stream, whichever is less. The reduction caused by the permittee shall not be greater than 5 cubic feet per second in any one 1.day. ' (c) During the remainder of the year, 15 cubic feet per second or the total flow, whichever is less. �DI 0+00) This hermit is issued and Permittee takes it subject to the following provisions of the Water Code: Section 1390. A permit shall be effective for such time as the water actually appropriated under it is used for a useful and beneficial purpose in con- formity with this division (of the Water Code),but no longer. Section 1391. Every permit shall include the enumeration of conditions therein which in substance shall include all'of the provisions of this article and the statement that any appropriator of water to whom a permit is issued takes it subject to the conditions therein expressed. 1 Section 1392. Every permittee,if he accepts a permit,does to under the conditions precedent that no value whatsoever in excess of the actual amount '( paid to the State therefor shall at any time be assigned to or claimed for any permit granted or issued under the provisions of this division (of the Water Code),or for any rights granted or acquired under the provisions of thisidi3ton (of the Water Code),in respect to the regulation by any competent public authority of the services or the price of the services to be rendered by.any Permittee or by the holder of any rights granted or acquired under the provisions of this division (of the Water Code)or in respect to any valuation for purposes of sale to or purchase,whether through condemnation proceed- ings or otherwise,by the State or any city,city and county,municipal water district,irrigation district,lighting district,or any political subdivision of the State,of the rights and property of any permittee,or the possessor of any rights granted,issued,or acquired under the provisions of this division (of the Water Code). APR , 2 q 1962 Dated: STATE WATER RIGHTS BOARD I L. K. Ei11 Executive ..Officer 1 S. Municipal Use. This application is made for the purpose of serving.-_____--_•___-___•______________________________________________--.__..____. Name city orcities,.town or towns.Urban areas only ,. ---------------------------------------------------------------__--------------------------------------having a present population of------------------------------------------ estimated average daily consumption during the month of maximum use at the end of each five-year period until the full amoUht applied for is put to beneficial use is as follows: �_ - - --- --- -- - - - - _ - —------------------------------------------------------------_-- 1.6. Mining Use: The name of the rinining property to be:served is:------_-_---:_-:---------• •__-- -----_�-----..-_-------_--- — Name of claim - ---— ---- -- ------------ ---------------and the nat: of the mines is_ -- - . Gold placer,quartz,etc. Themethod of utilizing the water is----------------------------------------------------------------------------------------------------------------------------------------------- It is estimated that the ultimate water requirement for this project will be__ ------___ Cubic feet per second,gallons per minute.State basis of estimate The water will be polluted by chemicalsr otherwise.-----------------------------_.,___--__----------------------------------------------------------------- o will not Explain nature of pollution,if any and it will be returned to-------------------------------- -----------------------------------of -------------------------------------.ill.------------------------------ will not Name stream State 40-acre subdivision Sec----------- ---------, T. - -- --r R. a B...,&t.M. 17. Other Uses. The nature of the use proposed is _DOmestie ser*iee•to_a gross_area of Induiiriaf,ricreational;doinertic,stockwatering,Stb culture,etc. ---- State basis of determination of amount needed, -_:fit--3s__esil7�tted_ YiL ., he 6x'e8 tA_be_-sz'vd__Wi11______ Number of persons;reiidegceggarea of-dorn0tic Ihwas and gardens,number and kind of stock,type .— ��� _�ver�'� --�pulaton-o�__'��_4_�--pets©ns_-r�guirin�l.�--cubic-Yeet__per second�. ladusorial use,and unit requirements -------------------- - --- r—-------------------- — __—_., -' --`-----' - -- ^_--------'------_-__—'-__-----_—.__..._—�___----- General 18. Are the maps as required by the,Rules and Regulations filed with Application? _-_-:_3reS.__------------------------- If not, Yes or No state specifically the time required for filing same--------------------------------------------------------------------------- ----------------- — 19. Does the applicant own the land at the proposed point of'diversion?--.:__-.__..Y1Cd_ -------r_-_, If not, give name and Yes or No ` Land is under option address of owner and state what steps have been taken to secure right of access thereto________________________________._________—______.___ to Tahoe Paradise Homes, the parent Co^manr. _ 20. What is the name of the post office most used by those living near the proposed point of diversion? __Meyers, California - --- 21. What are the names and addresses of claimants of water from the source of supply below the proposed point of diversion? none known -- ---_ - -- ---—--------------------------- --------------------- --------------------- —---- -- - — - - - /s/ Jim A. E. Wilson, President Meyers Water Company. [SIGNATURE OF APPLICANT]_ - - - - -- - --------- ------------------------------------- Exhibit 4 FILE IN DUPLICATE For full information concerning the filling out of this form refer to Article 4 of Rules and Regulations Pertaining to Appropriation of Water) I STATE OF CALIFORNIA—STATE WATER RIGHTS BOARD Application No.__ A9 -------Filed--____--March 13t--1958s_____________at--3.55_P•_M. (Applicant most not fill in the above blanks) APPLICATION TO APPROPRIATE UNAPPROPRIATED WATER Not;-e of Assignment ('Over) Meyers Water ComlMY—�---—----- ----- -- —---- -- ----------- Name of applicant of_— -----—Meyers —��__ _ --------------------------------County of— El Dorado — Address State of_--__ California do hereby make application for a permit to appropriate the following described unappropriated waters of the State of California, SUBJECT TO VESTED RIGHTS: Source, Amount, Use and Location of Diversion Works 1. The source of the proposed appropriation —___— Give name of stream,lake,etc.,if named;if unnamed state nature of source end that it is oanamed located in__— 'RI IDDM.A___County, tributary to------Take TabDe___________—____ 2. The amount of water which applicant desires to appropriate under this application is as follows: (a) For diversion to be directly applied to beneficial use___________! __ ---_—_cubic feet per I cubic foot per second equals 40 statute miner's inches or 646,317 gallons par day second, to be diverted from_—___sl_§4�1 ------ December_ of each year. Beginning date Closing date (b) For diversion to be stored and later applied to beneficial use-----_____-2W --acre-feet 1 acre-foot equals 321,911 gallons per annum,to be collected between_-_ each season. Beginning date Closing date No'fE—Answer (a) or (b) or both (a) and (b) as may be necessary.If amount under (a)is less than.025 cubic foot per second,state in gallons per day.Neither the amount nor the season may be increased after application is filed.If underground storage is proposed a special supplemental form will be supplied by the State Water Rights Board upon request. 3. The use to which the water is to be applied is___--__ Domestic_ Domestic,irrigation,power,municipal,mining,industrial,recreational ---— ----- -- ----------------- - -- --------- _—__—--- purpose• 522° 1 E 200e0E3 feet from NW corner of Section 4. The point of diversion is to be located _—__�__�—_—__—_____—____— _ State bearing and distance or coordinate distances from section or quarter section corner 8, '3'llNs WE, 11DB&M, being within the I Of S e State 40-acre subdivision of public land survey or projection thereof of Section__8—_.,T.—!A—_,R._18E—, MAIt___B.&M.,in the County of —E1 I)Or S. The main conduit terminates in SW*0_f$*_— of Sea—_�9______,T. 12N &M. State 40-acre subdivisioa of U.S.Government survey orprojecdon thereof Description of Diversion Works NOTE.—An application cannot be approved for an amount grossly in excess of the estimated capacity of the diversion works. 6. Intake or Headworks (fill only those blanks which apply) (a) Diversion will be made by pumping from-------SUMP Sump,offtet well,unobstructed channel,etc. (b) Diversion will be by gravity,the diverting dam being______________________—_____—_—_feet in height (stream bed to level of overflow);__ --__-_feet long on top;and constructed of_-_—_____-- Concrete,earth,brush,eta (c) The storage dam will be 25________feet in height (stream bed to overflow level);_ 3.84 feet long on top; have a freeboard of______.4___—feet, and be constructed of____e Concrete,earth,etc. 7. Storage Reservoir---1H srh Tom_—___--_—_--__ Name The storage reservoir will flood lands in_—S*of Section 8 of Section 17l_ Indicate section or sections,also 40acre subdivisions un ell shown upon map WE.. NDBW(• It will have a surface area of— 30 __ acres,and a capacity of-- 200 acre-feet. 01F'In cue of insufficient space for answers in form,attach extra sheets at top of page 3 and cross reference. FORM 1 1 S. Conduit System (describe main conduits only) (a) Canal,ditch, flume: Width on top (at water line) —feet; width at bottom Cron -- Cron out ewe ant used , feet; depth of water feet; length feet;grade feet per.1,000 feet; platel?ials of construction r Barth,rock,timber.ate. (b) Pipe line:Diameter 10 inches; length 12s 5W - feet;grade 6 feet per 1,000 feet; total f lift — twt from intake to outlet 75 feet;kind__ Riveted ttal.concrete,wood-stave,ate. Nara:.—If a combination of different sizes or kinds of conduit is to be used,attach extra sheets with complete description,also show location of each clearly on map 9. The estimated capacity of the diversion conduit or pumping plant proposed is 3.0 Cfs $am cubic feet pa Mend a<galloas per minute The estimated cost of the diversion works proposed is $82j.000 Give only cost of intake, or headworks. pumps. smrap mervoin and sasia =adults described herein Completion Schedule 10. Construction work will begin on or before_ June 1, 1961 Construction work will Ibe completed on or before_ June 1, 1962 The water will be completely applied to the proposed use on or before June 1, 1964 Description of Proposed Use 11. 'Place,of Use. See Supplement _ Stan 40-sere subdivisions of the public land survey. If arts is onsurveyed indicate the location as if lines of the public land survey were projected.In the cue of irrigation ues steer the number of sera to be irrigated in each 40aere tract, if space permits. If space does not permit lisping of all 40-acre tracts,describe area in a Ran"way and show detail upon map. Do(es) applicants) own the land whereon use of water will be made?.- No Jointly? Yes Yes or No To or No Most of land is under option by Tahoe Paradise Hopes„ the Parent comMy. If applicant does not own land whereon use of water will be made,give name and address of owner and state what arrangements have ban made with him. 12. Other Rights. Describe all rights except those on file with the State Water Rights Board under which water is served to the above named lands. Nature of Right Year of First Use Use made in recent years Season of Use Source of Other Supply (riparian,appropriative,purchased water,etc.) including amount if known 1. 2. 3. 4. Attach supplement at top of page 3 if necessary. 13. Irrigation Use. The area to be irrigated is— _ —^. — —acres. Staff net acreage tobee irrigated The segregation of acreage as to crops is as follows: Rice _--_—_—_____—acres; alfalfa — acres; orchard acres; general crops acres; pasture acres. Nat$.---Care should be taken that the various statements as to acreage are consistent with each other,with the statement in Paragraph 11,and with the map The irrigation season will begin about___ -and end about Beginning date Closing data 14. Power Use. The total fall to be utilized is __ --feet. Difference betwem axle or draft tabs water level and first free water surface abase The maximum amount of water to be used through the penstock is--- cubic feet per second. The maximum theoretical horsepower capable of being generated by the works is— horsepower. Second fat X fall r 8.0 The use to which the power is to be applied is— For distribadon and sale or private me,am. The nature of the works by means of which power is to be developed Turbine,Mom wheel,etc. The size of the nozzle to be used is inches. The water will be returned to_—__ �— ___ in _of will not Name stream State 40aen sabdivisim Sec.--- ,T.—_ ,R. --- _____B.&M. t + a a y - T"'d� RECHVED NOTICE OF ASSWMENT TO � � 3say ! • r Supplement to Paragraph 11 SWl of Section 19; S1 of JJEA of Section 21 SE4 of Section 21; V2 of Si and SV'u of �Ttv 4 of Section 22 VIA of NW! and PH- of SWI of Section 27• 2I2, S'°J} and Nz of SE! of Section 28; 1-?:z�s SE (and S-31-F of i� -4 ,of Section 29; Section 30; ?vTz and SE,' of Section 31; and 1�J2 of Section 32, all in _T12N, RIM, DIDBw.M; W:2 of Section 5; NE-j, and r2 of SE!� of Section 6; E2 of NE and E of SEA of Section 7; 14 of Section 8; �12, 1JA of N and W- of SE of Section 17; and 17-2 of NL1,l and NI-1-1 u of NE-1 of Section 20; all in MIN, R18E, MDB.: I; F of N14 of Section 25; NE-u of `Section 25; 'and the NE,, of Section 36, all. in T12N, R17E., VIDB&M. Sup-olemen- to Paragraph 11 A place of use as follows: SW—,I; of Section 19; SE,1—y and S2 of NE,1—j of Section 20; W2 of SW-L and SW2 of NW4 of Section 22; W2 of NW- and NN74 of SW-1 of 1 T 1 1 1 1• 1 SEl and S1 of NEl of Section 27; N2, S "-µ and N— of SE! of Sec Lion e8; W2, ,, 2 ,, Section 29; Section 30; N2, and SE2 of Section 31; and W2 of Section 32, all in T12N, R18E, MDB&M; W2 of Section 5; NE,1--, and E2 of SEA of Section 6; E of NE; and E2 of SE�1 of Section 7; W2 of Section 8; TA w2 of NE,1--, and vit of SE,j—, of Section 17; and N2 of NW117 and MT of NE I,, of Section 20; all in T11N, R18E, MMB&M; SE,1 of Section 25 and SEu of Section 36, both in T12N, R17E, MDB&M. CONFORIAING TO ORDER FORM 51-A IMPORTANT [Please Read Carefully] i. Note the terms and conditions of this permit. Construction work must be prosecuted, and the water applied to the beneficial uses intended with due diligence. Annual reports of progress will be expected from you upon forms wvhich will be furnished for the purpose. When the water has been fully applied to the beneficial uses intended the Water Code requires that you notify the State Water Rights Board thereof. 2. Neither this application nor the permit is a water right, but if the te,rrns and conditions of the pervnit are observed a ivater right can be obtained through beneficial use of the water—the extent of the right to be determined by a field inspection which will be made by a representative of the State Water Rights Board. 3. No change in point of diversion, or place of use or character of use, can be made under this application and permit without the approval of the State Water Rights Board. 4. If the rights under this perznit are assigned immediate notice to that effect, with the name and address of the new- owner should be forwarded to the State Water Rights Board, Sacramento, California. 5. Please advise iininediately of any change of address. Until otherwise advised cotr,munications will be sent to the address used in the letter transmitting this permit. 1613C 3.60 2M 5c0 M............... ,., PERMIT No. 13529 This is to certify that-the application of.whichthe foregoing is a'trve,and correct copy has been considered and approved by the State Water Rig hts``Board SUBJECT TO VESTED,RIGHTS and the following limitations and conditions: 1. The amount of water appropriated shall. be :1i1tsd to the amount which can be beneficially used and shall not exceed 3 cubic feet per second: by direct diversions and 200 acre-feet peryann= by storage to be diverted and collected from Janawy 1 December 31 of each year. 2. The maximum amount herein stated may be reduced in tAe license if investigiti©n so warragts. (00000DO 3. Actual construction work shall begin on or before July 1, 1962,' and shall thereafter be prosecuted with reasonable diligence, and if not so commenced arnt�66��7) prosecuted, this permit may be revoked. l 4. Said constililction work shall-be cozapleted`on or before.December 1, 19684>019Cr�09) 5. Complete application of the water to the proposed use shall bq made on or(,),?,C30q) before December 1, 1970. 6. Progress reports shall be filed promptly by permittee on forms which will (b�oO00tD� provided annually by the State Water Rights Board until license is issued. 7. All rights and privileges under this permit including method of diversion, method of use and quantity of water diverted are subject to the continuing authority of the State Water Rights Board in accordance with law and in the interest of the public welfare to prevent waste, unreasonable use, unreasonable method of use or(00C)6rj22) unreasonable method of diversion of said water. 1 8. The total amount of water appropriated by direct diversion under this application and Applications 18021, 18030, 18031 and 18039 shall not exceed 345 acre-feet i any calendar month or 2,360 acre-feet in any year. �C10 9. Pe'rmittee shall bypass the following quantities of water into the natural stream bed of the Lipper Truckee River at all times: (a) During the months of April, May, and June, 75 cubic feet per second or the total flow of the stream, whichever is less. (b) During July, a flow decreasing gradually from 75 cubic feet per second or the total flow of the stream, whichever is less, to 15 cubic feet per second or the total flow of the stream, whichever is less. The reduction caused by the permittee shall not be greater than 5 cubic feet per second in any one day. (c) During the remainder of the year, 15 cubic feet per second or the total flow, , whichever is less. (D(µ 0 foO) 10. In accordance with Water Code `Section 1393, permittee shall clear the site., of the proposed reservoir of all structures, trees, and vegetation which would interfere with the use of the reservoir for water storage and recreational purposes. (017 "f)0r) 11. A separate application for the approval`of plans and specifications for construction of the dam shall be filed with, and approved by, the Department of Water Resources prior to commencement of construction of the dam described tinder this approved wa er right application. f 0 p 12. Permittee shall allow representatives of the State Water Rights Board and other parties, as may authorized from time to time by said Board, reasonable access to project works to determine compliance with the terms of this permit. (01900 �7�J This permit is issued and permittee takes it subject to the following provisions of the Water Code: Section 1390. A permit shall be effective for such time as the water actually appropriated under it is used for a useful and beneficial purpose in con- formity with this division (of the Water Code),but no longer. Section 1391. Every permit shall include the enumeration of conditions therein which in substance shall include all of the provisions of this article '. and the statement that any appropriator of water to whom a permit is issued;takes.it subject to the conditions therein expressed. Section 1392. Every permittee,if he accepts a permit,does so under the conditions precedent that no value whatsoever in excess of the actual amount paid to the State therefor shall at any time be assigned to or claimed for any permit granted or issued under the provisions of this division (of the Water Code),or for any rights granted or acquired under the provisions of this division (of the Water Code), in respect to the regulation by any competent public authority of the services or the price of the services to be rendered by any permittee or by the holder of any rights granted or acquired under the provisions of this division (of the Water Code) or in respect to any valuation for purposes of sale to or purchase,whether through condemnation proceed- ings or otherwise,by the State or any city,city and county,municipal water district, irrigation district,lighting district,or any political subdivision of the State-,of the rights and property of any permittee,or th possessor of any rights granted,issued,or acquired under the provisions of this division (of the Water Code). #k,g 2 4 1962 l Dated: STATE WATER R UiTs BOARD x^ '"► �� 1 F I S. Municipal Use. This application is made for the purpose of - Name city or cities,town or towns.Urban areas only c ---------------- —____ -- ----------------____-- having a present population of__ _-_ The estimated average daily consumption during the month of maximum use at the end of each five-year period until the full amount applied for is put to beneficial use is as follows-, 16. Mining Use. The name of the mining property to be served is-----_-_-___________--_----__-__-- -- -- --- Name of claim --_- ---.___- ..--and the nature of the mines is-----.____.__—__---_____ -- ---_------- Cold placer,quarts,etc. The method of utilizing the water is-------------------------------------------------------------- �- -- —------------- It is estimated that the ultimate water requirement for this project will -- ... . Cubic feet per second,gallops per minote.State basis of estimate The water win not be polluted by chemicals. or otherwise__--__- ----__. -_ ---- ------- - -_--_----_----_--- --__-_ Explain nature of pollution if any � will and it. will not be returned to...... --------------------____--------in-------------------- —__—_�_—_____-.-------�._of Name stream State 40-acre subdivision Sec.---- T. & M. ---__�_.___, , DomestiIndustcs service-to ask ee az ea of 17.r Qther Uses. The nature of the use proposed is__-__ _ --.-�---------- ---- ,domestic, Watering,fish culture,etc. State basis of determination of amount needed. __ It-_is cstid ated_that'the_area to be served will Number of persons,residences,area of domestic lawns and gardens,number and kind of stock,type have a errerit lal pulatioh of'28,OCD persons regu ring14.5 CU feet per second. industrial use,And unit requirements. , z t General 18. Are the snaps as required by the Rules and Regulations filed with Application?-`- not, YW6 No state specifically'the time required-for filing same--_ 19.`Does the applicant-own the land at the proposed'point-of diversion?____J,2_0 -__:_,If not;give name and Yes or No address of owner and state Ywhat,Ste ps have been taken to secure right of access.thereto___�Q @�'. .Oil �^54 Lh]s1 gdc `gsneho M. is a Bibl c Vtil y.an! has power of A1inent� D®ma3n. 20. .What is the name off the post office-most used by those living near the proposed point of diversion? - ;p C:aJJ fo-rni61 21. What are the names and addresses of'claiini its of water from the source of supply below the'proposed point of diversion?` Not MWVR - /s/ tTila A "S. Wilson, President Meyers Water Company [SIGNATLJRS OF APPLICANT _—._�__ —.� — --- Exhibit 5 r FILE Ilv DUPLICATE For full information concerning the filling out of this form refer to Article 4 of Rules and Regulations Pertaining to Appropriation of Water] STATE OF CALIFORNIA—STATE WATER RIGHTS BOARD Application No. 18039---------Filed-----Msrch_l �_1 -----------------at__3.5g_Pt.__Me (Applicant must not All in the above blanks) APPLICATION TO APPROPRIATE UNAPPROPRIATED WATER Notice of Assignment ('Over) _—hers Water ComTnv_ -- ------------ ------------------------------ Name of applicant of------- Meenrs ----- — --------------------_-County of—_ 1__Do_mdQ_— Address State of-_ California -_— ,do hereby make application for a permit to appropriate the following described unappropriated waters of the State of California, SUBJECT TO VESTED RIGHTS: Source, Amount, Use and. Location of Diversion Works 1. The source of the proposed appropriation is__—Upp r- ckee--Itiyer—_--_--____—____ Give name of stream,lake,etc.,if named;if unnamed state nature of source and that it is unnamed located in-- E1 DOredt>--_—County, tributary to----Lake-T; hoe--------------------- ------- 2. The amount of water which applicant desires to appropriate under this application is as follows: a For diversion to be directly applied to beneficial use___-_-___-_____3 _— O y PP� ------- --- cubic feet per 1 cubic foot per second equals 40 statute miner's inches or 646,317 gallons per day second, to be diverted from-__—_January 1__---------___—______to-.....__�eember 3.1 _ of each year. Beginning date Closing date (b) For diversion to be stored and later applied to beneficial use_____ acre-feet 1 acre-foot squab M,811 gallon per annum to be collected between_- e7anary 1_-------end___— December 31 _--jof each.season. Beginning date Closing date NOTE. Auswer (a) or (b) or both.(a) and (b) as may be necessary.If amount under (a)is less than.023 cubic foot per second,state in gallons per day.Neither the amount nor the season may be,increased,after application is filed.If underground storage is proposed a,special supplemental form will be supplied by the State Water Rights Board upon request 3. The use to which the water is to be applied is---- Domestic Domestic,irrigation,power,municipal,mining,industrial,recreational ----- - - ------- - ----------------- Purpoaea. 4. The point of diversion is to be located_ _5'___r20'_E!_1li2Q;Let, fr= corner of Section 5, State bearing sad distance or coordinate distances from section or quarter action turner T11N, R18E, KB +I being within the— , __ _ — _—__ - State 40-acre subdivision of public land survey or projection thereof of Section-2- T.___l!_,R._ 18 --__1 •B.&M.,in the County of— 17 Dorado S. The main conduit terminates in of Sec.__2.9_____,T.--12N__,R..�$F�—_,__.M.__D __B. &M. State 40-acre subdiTision of U.S.Government survey or projection thereof Description of Diversion Works NOTE.—Au application cannot be approved for as amount grossly in excess of the estimated Capacity of the diversion works. 6. Intake or Headworks (fill only those blanks which apply) (a) Diversion will be made by pumping Sump,*eat wall,unobstructed chanad,Oct. (b) Diversion will be by gravity,the diverting dam being___ —__________--___--feet in height (stream bed to level of overflow);__— feet long on top;and constructed Concrete,earth,brush,etc. (c) The storage dam will be— 2____—_—___feet in height (stream bed to overflow level);___-210 feet long on top;have a freeboard of___-10 -�--feet,and be constructed of--_—g$Z:th Concrete,earth,etc. 7. Storage Reservoir--- LOW 1A ke —__ ------_—__-- --- Name The storage reservoir will flood lands in Sib of Sy-Lot e +ion�Si_ of NWX_ FAnd S, f_' -of _ Section 8, TU3,, Rift, ND .state section or sections,also 40-acre subdivisions unless shown upon map It will have a surface area of—_,32— acres,and a capacity of_ M acre-feet. W In case of insufficient space for answers in form,attach extra sheets at top of page 3 and cross reference. FORM I 8. Conduit System (describe main conduits only) (a) Canal,ditch, flume:Width on top (at water line) feet; width at bottom — Cron gut two as oped fat; depth of water feet; length— ___feet.; grade feet per 1,000 feet; materials of construction �I Barth,rock,timber,etc. (b) Pipe line:Diameter---1-0 +riches; length- 85W —feet; grade_--6 feet per 1,000 feet;total fall from intake to outlet—�_—feet;kind— Ttansite Riveted steel,concrete,wood-save,M. Nara.—If a combination of different sizes or kinds of conduit is to be used,attach extra sheets with complete description,also show location of each Clearly on map. 9. The estimated capacity of the diversion conduit or pumping plant proposed is 3-0 cf s Saes cable feet per second or gallons per miaote The estimated cost of the diversion works proposed is $55a o00 Give only cat of intakes, or hedwarlu, pampa. .tonq resarvoire and ataia conduits daeribed herein Completion Schedule 10. Construction work will begin on or before___ June 1., 1961 Construction work will be completed on or before dune 1.-1,96P T— The water will be completely applied to.the proposed use on or before-----Tun,,- 7 - 1964 Description of Proposed Use 11. Place of Use. See Supplement State 40-sere subdivisions of the public land survey. If area is unsurveyed indicate the location as if lines of the public It" survey were projected.In the can of irrigation use sate the number of sera to be irritated in each 40acm tract, if space permits. if space does not permit lisdus of all 40-acre tracts,describe area In a son"way and show detail upon map. Does) applicants) own the land whereon use of water will be made?- —_No Jointly?_ Yes Yes or No Yes or No Most_of land is under option to Tahoe Paradise Homes_„_ the Parent compmy. If applicant does not own land whereon use of water will be made,give name and address of owner and state what srrangements have ban made with him. 12. Other Rights. Describe all rights except those on file with the State Water Rights Board under which water is served to the above named lands. Nature of Right Year of First Use Use made in recent years Season of Use Source of Other Supply (riparian,appropriative,purchased water,etc.) including amount if known 1. 2. 3. 4. Attach supplement at top of page 3 if necessary. 13. Irrigation Use. The area to be irrigated --acres. State net acresse to be irrigated The segregation of acreage as to crops is as follows: Rice___ _--acres; alfalfa ____acres; orchard-_ acres; general crops --acres; pasture acres. Nors.—Care sb"ld,bee taken that the various statements as to acreage are consistent with each other,with the statement in Paragraph 11,and with the map The irrigation season will begin about _ —and end about - Beginning date chins elan 14. Power Use. The total fall to be utilized is _ -feet. Difference betiraa meek or draft sib water level and fiat free water surface above The maximum amount of water to be used through the penstock is cubic feet per second. The maximum theoretical horsepower capable of being generated by the works is_ horsepower. Second fat X fall i es The use to which the power is to be applied --- Fa distribution and sale or private seer sm The nature of the works by means of which power is to be developed is. -- Turbine,Psiten wheal,tee. The size of the nozzle to be used is inches. The water will be returned to-- of will not Name stream State 40acre subdivision A.&N. f �{ `L' KECEIVED NONCE QE ASSIGNMENT TO 7� �s p i 3s3D 4 i i Supplement to Paragraph 11 Sty# of Section 19; S�- of NTE� of Section 21 - - SE; of Sect-_on 21.; �•:t of S;, and 5 :,; of N`W of Section 22° I'llo`, Nw-,T and I�IT�9u of SW-1- of Section 27° T �, S J and N2 of SE-1 of Section 28; W-L SE and Sy of NEB of `Section 29; Section 30; NT2 and SE-�i,- of Section 31; and 1-7- of Section 32, all in T12N, R18E, ,DIDB&M; W2 of Section 5; lx'E andE2 of SE of Section 6; E2 of NE and E2 of SEA of Section 7; W1 of Section 8 ,J2, 1 of NE1 and W-1 of SE-,1- of Section 17; and N2 of Ntd} and N11 of NE of Section 20; all in T11N, RISE, MDBwM; E2 of hT?•yi1} of Section• 25; NEu of Section 25; and the NE, of Section 36, all in T12N, R17E, MDB&M. -<3NF0RMWG 7O CRI)R `OF l 3 Supplement to Paragraph 11 A place of use as follows: SW of Section 19; SE and S' of NEV of Section 20; W2 of SWu and SW of NW- of Section 22; � of NW�� and NWu of Sw- of Section 27; N2, SW4 and N1 of SE! of Section 28; W-, SEI and S2 of NEV of Section 29; Section 30; N2, and SE,� of Section ,31; and W- of Section,32, all in T12N, Rl8E, MDB&M; W of Section 5; NE11; and E2 of SE4 of Section 6; E of-NE1 and E2 of SEj of Section 7; W1 of Section 8; TA W of NEu and W- of SE of Section 17; and N2 of NW,--r and Wt of NE± of Section 20; all in T11N, R18E, MUB&M; SE,1 of Section 25 and SE1 of Section 36, both ±.n T12N, R17E, MDB&M. CONFORPri1NG TO ORDER OF / �Zt FORM 61-A IMPORTANT T [Please Read Carefully] 1. Note the terms and conditions of this permit. Construction worts must be prosecuted, and the water applied to the beneficial uses intended with due diligence. Annual reports of progress will be expected from you upon forms which will be furnished for the purpose. When the water has been fully applied to the beneficial uses intended the Water Code requires that you notify the State Water Rights Board thereof. Z. Neither this application nor the permit is a water right, but if the terms and conditions of the permit are observed a water right can be obtained through beneficial use of the stater—the extent of the right to be determined by a field inspection which will be made by a representative of the State Water Rights Board. 3. No change in point of diversion, or place of use or character of arse, can be made under this application and permit Without the approval of the State Water Rights Board. h. If the rights under this permit are assigned immediate notice to that e:fect with the name and address of the new owner should be forwarded to the State Water Ril,hts Board, Sacramento, California. 5. Please advise imnzediatel)> of any change of address. Until otherwise advised communications will be sent to the address used in the letter transmitting this permit. 1F130 3-&0 2M SPO PERMIT No. 13530 This is to certify that the application of which the foregoing is a true and correct copy has been considered and approved by the State Water Rights Board SUBJECT TO VESTED RIGHTS and the following limitations and conditions: 1. The amount of water appropriated shall be limited to the amount which can be benefically used and shall not exceed 3 cubic feet per second by direct diversion and 200 acre-feet per annum by storage to be diverted and collected from January 1 to December 31 of each year. r%o000 5) 2. The maximum amount herein stated may be reduced in the license if investigation 1 so warrants. (0 coo 0006) 3. Actual construction work shall begin on or before July 1, 1962, and shall there- after be prosecuted with reasonable diligence, and if not so commenced and prosecuted, this permit maybe revoked. ro o 000Ui) 4. Said construction work shall be completed on or before December 1, 1968.(0000006) 5. Complete application of the water to the proposed use shall be. made on or before December 1, 1970. �000,!PoDJ) 6. Progress reports shall be filed promptly by permittee on forms which will be provided annually by the State Water Rights Board until license is issued. `00000/0) 7. All rights and privileges under this permit including method of diversion, method of use and quantity of water diverted are subject to the continuing authority of the State Water Rights Board in accordance with law and in the interest of the public welfare to prevent waste, unreasonable use, unreasonable method of use or unreasonable method of diversion of said water. (000001z) 8. The total amount of water appropriated by direct diversion under this application and Applications 18021, 18030, 18031 and 18038, shall not exceed 345 acre-feet in any calendar month or 2,360 acre-feet in any year. . G0060114) 9. Permittee shall bypass the following quantities of water into the natural stream bed of the Upper Truckee River at all times (a) During the months of April, May, and June, 75 cubic feet per second or the total Flow of the stream, whichever is less. (b) During July, a flow decreasing gradually from 75 cubic feet per second or the total flow of the stream, whichever is less, to 15 cubic feet per second or the total flow of the stream, whichever is less. The reduction caused by the permittee shall not be greater than 5 cubic feet per second in any one day. (c) During the remainder of the year, 15 cubic feet per second or the total flow, whichever is less. Ca/-0400) 10. In accordance with Water Code Section 1393, permittee shall clear the site of the proposed reservoir of all structures, trees,,, and vegetation which would interfere with the use of the reservoir for water,storage, and recredticnal purposes- Cm2-oo o) 11. A separate application for the approval. of plans and specifications for construction of the dam shall be filed with, and approved by, the Department of Water Resources prior to commencement of construction of the dam described under this approved water right application. ((960c 44) 12. Permittee shall allow representatives of the State Water Rights Board and other parties, as may be authorized from time to time by said Board, reasonable access t project works to determine compliance with the terms of this permit. Qcoo G This permit is issued and permittee takes it subject to the following provisions of the Water Code: Section 1390. A permit shall be effective for such time as the water actually appropriated under it is used for a useful and beneficial purpose in con- formity with this division (of the Water Code),but no longer. Section 1391. Every permit shall include the enumeration of conditions therein which in substance shall include all of the provisions of this article and the statement that any appropriator of water to whom a permit is issued takes it subject to the conditions therein expressed. Section 1392. Every permittee,if be accepts a permit,does so under the conditions precedent that no value whatsoever in excess of the actual amount paid to the State therefor shall at any time be assigned to or claimed for any permit granted or issued under the provisions of this division (of the Water Code),or for any rights granted or acquired under the provisions of this division (of the Water Code),in respect to the regulation by any competent public authority of the services or the price of the services to be rendered by any permittee or by the holder of any rights granted or acquired under the provisions of this division (of the Water Code) or in respect to any valuation for purposes of sale to or purchase,whether through condemnation proceed- ings or otherwise,by the State or any city,city and county,municipal water district, irrigation district, lighting district,or any political subdivision of the State,of the rights and property of any permittee,or the possessor of any rights granted, issued,or acquired under the provisions of this division (of the Water Code). APR 2 4 �96 STATE WATER RIGHTS BOARD 2 Dated: �' ad• ..�; `4 v y w Executive Officer a S U`T 1, ACI ATTACH EXTRA. SHEETS HERE 15. Municipal Use. This application is made for the purpose of �.- Name city or cities,town or towns.Urban asses only -------------- a present population of-- The estimated average daily consumption during the month of maximum use'at the end of each five-year period until the full amount applied for is put to beneficial use is as follows: 16. Mining Use. The name of the mining property to be served Name of claim .and the nature of the mines is__ ----_�-----_ — —=---- ---- --- Gold placer,quartz.etc. The method of utilizing the water ijs.___—_---------_-----;_-----__--- ------ --------- ------------ It is estimated that'ihe ultimate water reguxrement for this project will be _-,;� Cubic fe.par second,gtilf,.a pet minute:state basis of estimate The water Will be polluted by chemicals or otherwise-- -____ ------- ------_-------____�..__�----_--�_---_- will not Explain asture 0f pollution,if any will and it be returned to------_ --In-----.<._------,_._____.___�—.__---._____—_.of will not Name stream State 40-acre subdivision Sec._ T. R. ___-, ___-__ [-—__ B. & M. 17. Other Uses. The nature of the use proposed"is_--_-])—o got:.q__�� Industrial,recreational,domestic,stockwatering.fish culture,sm. State basis of determination of amount needed. -_fit__ __va_i=tgdwtbat_&bbe area to_ e__s_eTYed__Vi_ ._--_. Number of persons,residences,area of domestic lawns and gardens,number and kind of stock,type ,e industrial use,and unit requirements. General 18. Are the maps as required by the Rules and.Regulations filed with_.Application?—��3�e$_—__—__�____. If not, Y.or No, state specifically the time required for filing same__—_ — - — --- 19. Does the applicant own'the land at the-proposed point of diversion?__- no —_- .If not,give name and Yea or No address of owner and state what steps have been taken to,secure right of access thereto__Geode J. Ifanlonn _10 2 'Coloma Road,_Rancho Cordova_-TAuDlicant is A_p4bji_Utility and has_power of eminent. 'Domain. 20'. What is the name of the post office most,used by those living near the proposed point of diversion? 21. That are the' names and addresses of claimants of water from the source of supply below the proposed point of diversion?�.-_-V4?-t:_k"Q11Ma --------------- __-____-_____ . - --- _/s/ Jim A.' Z, Wilson, President Meyers Water Company. [SIGNATURE OF APPLICANT,_____._—_-___ --- Exhibit 6 9 FILE IN DUPLICATE For full information concerning the filling out of this form refer to � Article 4 of Rules and Regulations Pertaining to Appropriation of Water STATE OF CALIFORNIA—STATE WATER RIGHTS BOARD Application Noe____l9_629______-Filed._---__.____July 28L 1960-_____________at__2:22_ P!M. (Applicant must not fill in the above blanks) APPLICATION TO APPROPRIATE UNAPPROPRIATED WATER. AMENDED APPLICATION RECEIVED September 12, 1960 Notice of Asignmen# (OW) I, —---________Meyers Water _C__amlpan ,__o California_Corp oration Name of applicant or applicants of------------------ -��.� $__ • ►t e e -- —-- --- - � 'MentQ---------------County of_—E1_Di2o Ad9 — Address State of------------ California do hereby make application for a permit to appropriate the ------------------------------- following described unappropriated waters of the State of California, SUBJECT TO VESTED RIGHTS: Source, Amount, Use and Location of Diversion Works 1. The source of the proposed appropriation is--------------Coy_Ote.__Creek_________-..--------------.------.----._____..___-----------------_-_— Give name of stream,lake,etc.,if named;if unnamed state nature of source and that it is unnamed located in------- _IZ4 SZ_________--County, tributary to--------1 ppex14e----- 2. The amount of water which applicant desires to appropriate under this application is as follows: (a) For diversion to be directly applied to beneficial use---------------2± 3---------------------------------------------------cubic feet per I cubic foot per second equals 40 statute miner's inches or 646,3I7 gallons per day ____-to_________December 31 ______________-of each year. second, to be diverted from__________Jan—uar�r_1_____________—_____ _ __ _ _ y Beginning date Closing data - (b) For diversion to be stored and later applied to beneficial use----------______1d_± __-____-__—-----------_—--------_-acre-feet 1 acre-foot equals 325,811 gallons per annum,to be collected between-------October_1 _-_and_-..........June 1 ____------_--_of each season. Beginning date Closing date NOTE.—Answer (a) or (b) or both (a) and (b) as may be necessary. If amount under (a) is less than.025 cubic foot per second,state in gallons per day.Neither the amount nor the season may be increased after application is filed.If underground storage is proposed a special supplemental form will be supplied by the State Water Rights Board upon request. 3. The use to which the water is to be applied is---------------domestic _____________-_______,________ Domestic,irrigation,power,municipal,mining,industrial,recreational -----------------------------------------------------------------------------------------------—-------—---------------------- -- ----- ----------------- purposes. -- t • 8° - W 00 from the 1 corner of Section 2 } 4. The point of diversion is to be located---_---_ ------------ ----------------- -------------------��— State bearing and distance or coordinate distances from section or quarter section corner beingwithin the------------Nl-Qf-Zk---------------------------------------------------------- -- - ----- State 40-acre subdivision of public land survey or projection thereof of Section----�-5-------I T------Al2_N-__, R-----172------ -------____M__D__ B. &M., in the County of--- El Dorado 1 1 5. The main conduit terminates in___Mi-4--__of__M4_____of Sec-------30------ T.__1_2_N_-------- R.-I8t------_, ------Mit_-D___-B. & M. State 40-acre subdivision of U.S.Government survey or projection thereof Description of Diversion Works NOTE.—An application cannot be approved for an amount grossly in excess of the estimated capacity of the diversion works. 6. Intake or Headworks (fill only those blanks which apply) (a) Diversion will be made by pumping from-------------------------- --------------------------------------------------__— Sump,offset well,unobstructed channel,etc. (b) Diversion will be by gravity, the diverting dam being________________-__________________-________-__feet in height (stream bed to level of overflow)_________________________________feet long on top; and constructed of-----------------------_-____—__________—_—_—_ __— Concrete,earth,brush,etc. (c) The storage dam will be____________.1.2.----------------feet in height (stream bed to spillway level) ___________feet, and be constructed of__________concrete_and earth long on top; have a freeboard of______________ --- ----- Concrete,earth,etc. 7. Storage Reservoir---------------_=0$jood Reseryo r - ------------------------------ ---- --- Name The storage reservoir will flood lands in..________..U. S. Forest Service Area Indicate section or sections,also 40-4cre subdivisions unless shown upon map It will will have a surface area of______________________l3_-_.._____acres, and a capacity of--_____Z04_____________________acre-feet. If reservoir has a •apacity of 25 acre-feet or more fill in the following: Diameter of outlet pipe----------------------inches; length------_-------_------feet; 'fference in elevation from spillway level to highest point of outlet pipe----------------------feet; fall in pipe------—-------------feet. W In case of insufficient space for answers in form,attach extra sheets at top of page 3 and cross reference. 8. Conduit System (describe main conduits only) (a) Canal,ditch,flume: Width on top (at water line)None Proposed _feet; width at Cross out two not wed feet; depth of water__________________feet; length_ feet; grade __—______feet per 1,000 feet; materials of construction_______ — Earth,rock,timber,etc. (b) Pipe line: Diameter_ _12 inches; length-4500 _feet; grade —169 —_feet per 1,000 feet; total fall intake to outlet___36o feet; kind__double d1PPed and wrapT7ed welded steel Riveted swJ.concrete,wood+cave.«o.not 1esS than 10 gUage NoTE.—If a combination of different sizes or kinds of conduit is to be used,attach extra sheets with complete description,also show location of each clearly on map. 9. The estimated capacity of the diversion conduit or pumping plant proposed ___—_____------_-------_-----— State cubic fat per second or gallons per minute The estimated cost of the diversion works proposed is__A_ lQ?s��ee 00 Give only cost of intake, or hesdworks, pumps, storing reservoirs and nuia conduits described herein Completion Schedule 10. Construction work will begin on or before___— Dg( ber_ l�196 Construction work will be completed on or before ___^�4-Mb-er--3l,s__146.7,__ _ The water will be completely applied to the proposed use on or before_____ Description of Proposed Use 11. Place of Use. ----------Se4--s_uu element---------------- --- ---- - -- ---------------------- -- State 40-acre subdivisions of the public land survey. If area is unsurveyed indicate the location as if lines of the public land survey were projected. In the case of irrigation we state the number of acres,to be irrigated in each 40-acre tract, if space permits. If space does not permit listing of all 40-acre tracts,describe area in a general way and show detail upon map. Do(es) applicants) own the land whereon use of water will be jointly?-----_No_ _-- Yes or No Yes or No All joint owners should include their names as applicants and sign application at bottom of third page. If applicant does not own land whereon use of water will be made,give name and address of owner and state what arrangements have been rude with him. 12. Other Rights.Describe all rights except those on file with the State Water Rights Board under which water is served to the above named lands. none Nature of Right Year of First Use Use made in recent years Season of Use Source of Other Supply (riparian,appropriative,purchased water,etc.) including amount if known 1. 2. 3. 4. Attach supplement at top of page 3 if necessary. 13. Irrigation Use. The area to be irrigated - - - ----------- ---__ - State net acreage to be irrigated The segregation of acreage as to crops is as follows: Rice------------------------------------acres; alfalfa__-________-----_-------------acres; orchard----_------_----------------------—acres; general NoTE.—Care should be taken that the various statements as to acreage are consistent with each other,with the statement in Paragraph 11,and with the map. The irrigation season will begin about-----------__-------______----- end about______________ Beginning date Closing date 14. Power Use. The total fall to be utilized is---------------------------------------------------------------------------------------------------------feet. Difference between nozzle or draft tube water level and first free water surface above The maximum amount of water to be used through the penstock is-----------------------------------------------------cubic feet per second. The maximum theoretical horsepower capable of being generated by the works is---------------------------_----------_----------horsepower. Second feet X fall i 8.8 The use to which the power is to be applied is_-_________________________________ ________________________-____________ ------------------------------------------------------ - For distribution and sale or private use,etc. The nature of the works by means of which power is to be developed is-------------------------------------------------------------------------------------_ Turbine,Pelton wheel,etc. The size of the nozzle to be used is------------_---------inches. The water will be returned to - in will not Name stream State 40-acre subdivision s- v Sec.--------------------_ T------------------------- R.------------------- B. &M. e f RECEIVED NOTICE Of ASSIGNMENT Tn C�� P fi SW 1 of Section 19; S 1 of NE 1 of Section 21 ` SEA of• Section 21; W2 of SWj and SWu of NWu of Section 22• W2 of NWI and NWu of SWI of Section 27• N29 SWI and NZ of SEu of Section 28; W29 SE and S2 of NEu of Section 29; Section 30; N2 and SE! of Section 31; and W2 of Section 32, all in T12N, 1118E, MDB&M; W2 of Section 5; NEB and E2 of SE! of Section 6; E2 of NE,—� and E2 of SE,' of Section 7; W2 of Section 8; W2s W2 of NE2 and W2 of SEu of Section 17; and N2 of NWu and NW,—� of NEB of Section 20; all in T11N, R18E, MDB&M; E2 of NWI of Section 25; NE2 of Section 25; and the NEV of Section 36, all in T12N, R17E, MDB&M: $�_ rE IN THIS SPA ATTACH EXTRA SHEETS HERE 15. Municipal Use. This application is made for the purpose of serving----------------IJlgh_SeY'V Ce ,Q 'e�1___________________ Name city or cities,town or towns.Urban areas only -- -----------Me-yers,---Cal]fOamia---------------------------------------having a present population of-------------Q---—------------ The estimated average daily consumption during the month of maximum use at the end of each five-year period until the full amount applied for.is put to beneficial use is as follows: 16. Mining Use. The name of the mining property to be served is---------------------------------- Name of claim -------------------------------------------and the nature of the mines is---------------------------___ Gold placer,quartz,etc. The method of utilizing the water is—------_-----,----------------------------------------------------_ It is estimated that the.ultimate water requirement for this project will Cubic feet per second,gallons per minute.State basis of estimate The wate will r will not be polluted by chemicals or otherwise____________________________________________________________—__________—_________—_ Explain nature of pollution,if any Will and it be returned to---------- ---------------—m -- -- -- --- -------------------- of will not Name stream State 40sere subdivision Sec.----------- ----r T. —--- --—, R.-----------------s ----------------—-----B. &M. 17. Other Uses. The nature of the use proposed is......................._..... domestic Industrial,recreational,domestic,ttockwatering,fish culture,etc. State basis of determination of amount needed. -------Domestic -_1280_acres--a :L3L dwelling—per acre and Number of persons,residences,area of domestic lawns and dens,number and kind of ateek; pe l+-------------------------------persons per dwelling using 100 gallons per capita per day (•5) (4.0) (1280 (100) ----------------------------------------------- ---- -- industrial use,and unit requirements 1792,000, gpd - estimates build up 33% by 1965, or 590,000 gpd = 66% by 1970 'or 1,250,000 gpd = 100% by 1975 or 1,792,000 gpd = The estimated requirements are about 200,000 gpd above the 2.33 efs• requested, it is planned to make up the difference of these peak day demands from the 101+ A.F. storage requested. General 18. Are the maps as required by the Rules and Regulations filed with Application?-----__----- If not, Yes or No state specifically the time required for filing same___------------------------_----------_----------____----_________—___ _- 19. Does the applicant own the land at the proposed point of diversion?_______________ If not, give name and Yes or No address of owner and state what steps have been taken to secure right of access thereto-------U---$.__Forest Service Department of Agricultures U. S. Government, Application being submitted 20. What is the name of the post office most used by those living near the proposed point of diversion? Meyers, El Dorado County, California --_- 21. What are the names and addresses of claimants of water from the source of supply below the proposed point of diversion?______Trlackee_�aQrigation�istrictZ__Fallori�Churchill_Co., Nevada Sierra Pacifies Pawpr Cmpany 220 South __Nevada Washoe County Water rnnSPrxatJ on Di�c_tri ---------------—- -=-----------_------- [SIGNATURE OF APPLICANT_—/S Geore C•_BaronVice President,President, Meyers Water Co., a California Corporation APPLICANT MUST NOT FILL IN BLANKS BELOW PERMIT No. ,1 4 335 This is to certify that the application of which the foregoing is a true and correct copy has been considered and approved by the State Water Rights Board SUBJECT TO VESTED RIGHTS and the following limitations and conditions: 1. The amount of water appropriated shall be limited to the amount which can be beneficially used, and shall not exceed 2.33 cubic feet per second by direct diversion to be diverted year-round and 104 acre- feet per annum by storage to be collected from about October 1 of each year to about June 1 of the succeeding year. The instantaneous rate of diversion under the permit ' may exceed 2.33 cfs, provided that the amount of water appropriated by direct diversion shall not exceed 143 acre-feet in any month (equivalent to a continuous flow of 2.33 cfs.). 2. The maximum amount herein stated may be reduced in the license if investigation warrants. 3. Actual construction work shall begin on or before July 1, 1966, and shall thereafter be prosecuted with reasonable diligence,and if not so commenced and prosecuted this permit may be revoked. (v-t.'v dam'"0 7 4. Said construction work shall be completed on or before December 1, 1969. (orv-D cm1V Ff) S. Complete application of the water to the proposed use shall be made on or before December 11 1970.(V-" 6. Progress reports shall be filed promptly by permittee on forms which will be provided annually by the State Water Rights Board until license is issued. (OW D v-c/o 7. All rights and privileges under this permit including method of diversion,method of use and quantity of water diverted are subject to the continuing authority of the State Water Rights Board in accordance with law and in the interest of the public welfare to prevent waste, unreasonable use, unreasonable method of use or unreasonable method of diversion of said water. 8. Permittee sball allow representatives of the State Water Rights Board and other parties, as may be authorized from time to time by said Board,reasonable access to project works to determine compliance with the terms of this permit.(rrV C-0 9. The perinittee shall release at all times into the natural channel of Coyote Creek immediately belotir Coyote Dam a flow of 0.255 cubic foot per second, or the( I q 0 0 b 0) natural flow, whichever is less, to maintain fishlife. `�� 10. Permittee shall install and maintain an outlet pipe of adequate capacity in his dam as near as racticable to the bottom of the natural stream channel or provide other means sallsfact�ry to the State Water Ri is Board in order that water entering the reservoir or collected in the reservoir curing and after the current-storage season may be released into the downstream channel to the extent necessary to satisfy downstream prior rights and/or to the extent that appropriation of said water is not authorized under this permit. (0-0 S 1P 0(13 11. Permittee shall install and maintain suitabl easuring devices (a) upstream from the high-water elevation of his reservoir and 1b, immediately below his torage dam in order that accurate measurement can be made f the quantity of water flowing i to and out of said reservoir. v-V 6 aC'11(e 12. In accordance with the requirements of Water Code Section 1393, permittee shall clear the site of the proposed reservoir of all structures trees, and other vegetation which would interfere with the use of the reservoir for water storage and recreational poses* (oizar! o 13. A, separate application for approval of plans and specifications for construction of the dam described-in this approved water right application shall be filed with and approved by the Department of Water Resources prior to commencement of construction o the dam. Cv3br�r� 8 14. The total amount of water % ropriated byy d rec diversion under permits issueddd ursuant' to Applications 18021, -1 , 18031, 1�30 , 1 039, and 19629 shall not exceed �+5 acre-feet in any calendar month, and total diversions under said permits shall no� exceed 2,760 acre-feet in any year. (D-cro 011 This permit is issued and permittee takes it subject to the following provisions of the Water Code: Section 1390. A permit shall be effective for such time as the water actually appropriated under it is used for a useful and beneficial purpose in con- formity with this division(of the Water Code),but no longer. Section 1391. Every permit shall include the enumeration of conditions therein which in substance shall include all of the provisions of this article and the statement that any appropriator of water to whom a permit is issued takes it subject to the conditions therein expressed. Section 1392. Every permittee,if he accepts a permit,does so under the conditions precedent that no value whatsoever in excess of the actual amount paid to the State therefor shall at any time be assigned to or claimed for any permit granted or issued under the provisions of this division (of the Water Code),or for any rights granted or acquired under the provisions of this division (of the Water Code), in respect to the regulation by any competent public authority of the services or the price of the services to be rendered by any permittee or by the holder of any rights granted or acquired under the provisions of this division (of the.Water Code) or in respect to any valuation for purposes of sale to or purchase,whether through condemnation proceed- ings or otherwise,by the State or any city,city and county,municipal water district,irrigation district,lighting district,or any political subdivision of the State,of the rights and property of any permittee,or the possessor of any rights granted,issued,or acquired under the provisions of this division (of the Water Code).Dated: UY 6 1964 STATE WATER RIGHTS BOARD L. K. Hill Executive Officer � 91455 7-63 SM Q SPO General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility District Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 6e TO: Board of Directors FROM: Laura Hendrickson, Associate Engineer MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: Bijou 1 Waterline Replacement Project REQUESTED BOARD ACTION: 1) Approve Change Order No. 2 to Vinciguerra Construction, Inc. in the amount of $300,100; and 2) Authorize the General Manager to execute Change Order No. 2. DISCUSSION: The Bijou 1 Waterline Replacement Project includes two additional bid schedules for As-Needed Services, which allow the District to efficiently address unexpected or high-priority infrastructure needs that arise during construction. The District has successfully used As-Needed bid items in the past to complete critical work with contractors who are already mobilized in the area, even when the work falls outside the specific scope of their primary project. This approach minimizes mobilization costs, shortens response time, and leverages existing contractor resources to address issues before they escalate. The work described in this item is being completed under the As-Needed Services bid schedule and was identified by District field staff based on recent conditions in the system. This project is being brought forward as an unplanned waterline improvement project due to the recent failure history and condition of the existing main. The proposed work includes installing approximately 545 feet of 12-inch C900 waterline along Sacramento Avenue from El Dorado Avenue to Placer Avenue. The work includes replacing two fire hydrants and six domestic water services, as well as two system tie-ins and the abandonment of the existing steel water main. Over the past month, the existing steel water main has experienced five leaks, two of which occurred in an extremely shallow section of pipe. Because of the shallow depth, these connections are exposed to live loading from vehicle traffic and will be further stressed by snow removal equipment this winter. A failure at this location could result in a major leak and flooding of nearby homes on El Dorado Avenue. Laura Hendrickson Page 2 December 4, 2025 Historical records identify three earlier leaks on this segment; however, staff observed two additional repair bands during recent work, indicating at least ten leaks have occurred on this main. Replacement of the waterline is necessary to address the immediate operational and liability risks and to remove aging steel infrastructure that is not currently included in the 10-year CIP. The anticipated contractor cost for this work is $300,100. SCHEDULE: Upon Board Approval COSTS: $300,100 ACCOUNT NO: 20.24.7001 -Sacramento Waterline Replacement BUDGETED AMOUNT AVAILABLE: Unbudgeted, Funded by Debt Proceeds IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ® No ❑ N/A ATTACHMENTS: Change Order No. 2 CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Water GENERAL MANAGER: YES NO CHIEF FINANCIAL OFFICER: YES NO SOUTH TAFIOF _ CCO #002 AGe �G4 �1C UTILITY O%St South Tahoe Public Utility District Project: BIJ1 WL-Bijou 1 Waterline Replacement Project 1275 Meadow Crest Dr 1041 Freemont Ave. South Lake Tahoe,California 96150 South Lake Tahoe,California 96150 Phone: (530)544-6474 Subcontract Change Order #002: CE #002 - Sacramento Ave CONTRACT COMPANY: Vinciguerra Construction,Inc. CONTRACT FOR: SC-BIJ1WL-001:Bijou 1 Waterline P.O.Box 157 Replacement Project Sutter Creek,California 95642 DATE CREATED: 11/17/2025 CREATED BY: Laura Hendrickson(South Tahoe Public Utility District) CONTRACT STATUS: Pending-In Review REVISION: 0 REQUEST RECEIVED LOCATION: FROM: DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: 12/04/2025 REVIEW DATE: INVOICED DATE: PAID DATE: REFERENCE: CHANGE REASON: Existing Condition PAID IN FULL: No EXECUTED: No ACCOUNTING METHOD: Unit/Quantity Based SCHEDULE IMPACT: FIELD CHANGE: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $300,100.00 DESCRIPTION: CE#002-Sacramento Ave Replace the water main on Sacramento Ave from Placer Ave to El Dorado Ave,including(5)water services and(2)fire hydrants. ATTACHMENTS: PCO No.02 Sacramento Revised.xIs CHANGE ORDER LINE ITEMS: # Budget Code Description Qty I Units I Unit Cost Subtotal 1 0.0 Is 1 $0.00 $300,100.00 Grand Total: $300,100.00 The original(Contract Sum) $3,974,140.00 Net change by previously authorized Change Orders $105,000.00 The contract sum prior to this Change Order was $4,079,140.00 The contract sum would be changed by this Change Order in the amount of $300,100.00 The new contract sum including this Change Order will be $4,379,240.00 The contract time will not be changed by this Change Order. South Tahoe Public Utility District Vinciguerra Construction,Inc. 1275 Meadow Crest Dr P.O.Box 157 South Lake Tahoe,California 96150 Sutter Creek,California 95642 SIGNATURE DATE SIGNATURE DATE South Tahoe Public Utility District Page 1 of 1 Printed On: 11/25/2025 12:17 PM General Manager Paul Hughes 8( • 1950 • w Directors O �� Nick Haven _ _ Tahoe Shane Romsos �j Joel Henderson ICU V l i G Utility D 1 Stri Gt Kelly Sheehan Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Nhone 530 544-6474•Fax 530 541-0614•www.5tpud.us BOARD AGENDA ITEM 6f TO: Board of Directors FROM: Richard Jones IV, Collections & Effluent Operations Supervisor MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: 2026-2027 Sewer Line Spot Repair and Lateral Abandonment Services REQUESTED BOARD ACTION: 1) Reject all bids received for 2026-2027 Sewer Line Spot Repair and Lateral Abandonment Services; and 2) Authorize staff to revise the bid documents as needed to re-advertise the Project. DISCUSSION: After publicly advertising on October 31, 2025, at 10:00 a.m. two bids were received for Sewer Line Spot Repair and Lateral Abandonment Services. Bids were opened on November 24, 2025 at 10:00 a.m. The apparent low bid has been deemed non-responsive for failure to submit the bid documents electronically as required by the Instruction to Bidders. The next lowest responsive bid substantially exceeds the available budget and is not in the best interest of the District to award. No contract award is recommended as rejection of both bids and re-advertising are in the best interest of the District at this time. Re-advertising costs are minimal and within the approved operating budget. The District's Purchasing Agent has reviewed this item. SCHEDULE: Upon Board Approval COSTS: TBD ACCOUNT NO: 10.22.6055 BUDGETED AMOUNT AVAILABLE: $177,987.22 (2025/26); Assume similar budget for (2026/27); $25,000/year from California Tahoe Conservancy IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ® No ❑ N/A ATTACHMENTS: Memorandum and Bid Summary Spreadsheet CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Sewer GENERAL MANAGER: YES C NO CHIEF FINANCIAL OFFICER: YES NO South Tahoe Public Utility District 1275 Meadow Crest Drive South Lake Tahoe, CA 96150 Telephone: (530)544-6474 Memorandum Date: November 24, 2025 To: Board Members Paul Hughes, General Manager From: Kilty Devine, Purchasing Manager Subject: 2026-27 Sewer Line Spot Repair and Lateral Abandonment Services Bid Background On Monday, November 24, 2025, at ten o'clock A.M. the District received and opened two (2) sealed bids via the District's electronic bidding format for the above-referenced project. As read, bids ranged from $288,875.00 to $814,505. See attachment for the bid tabulation. Bid Review and Determination Robotic Sewer Solutions, Inc. (RSS)- as-read low • Determination: Non-Responsive • Basis: RSS submitted its signed bid documents by mail rather than electronically through PlanetBids, contrary to the solicitation requirement of "electronic submission only" as outlined in the Invitation to Bid and the Instructions to Bidders. This is a material deviation affecting the integrity of the competitive process. The mailed hard-copy has been retained as part of the record. Nor Cal Pipeline Services (NCPS)- as-read next low bidder • Determination: Responsive • Pricing: NCPS is 307% above the estimated bid value and exceeds the available budget. Award at this price is not in the District's best interest. Recommendation The recommendation is to reject all bids and re-advertise promptly. South Tahoe Public Utility District. 1275 Meadow Crest Drive, South Lake Tahoe, CA 96150 Phone 530.544.6474 . Facsimile 530.541.0614 South Tahoe Public Utility District Bid Results for Project 2026-2027 SEWER LINE SPOT REPAIR& LATERAL ABANDONMENT SERVICES Issued on 10/31/2025 Bid Due on November 24,2025 10:00 AM(PST) Exported on 11/24/2025 Robotic Sewer Solutions,Inc. Nor Cal Pipeline Services Item# Description U/M Qnty Unit Price Line Total Unit Price Line Total Spot Repair of 2 Lineal Feet on 6-Inch 1 Nominal Diameter EA 73 $1,550.00 $113,150.00 $4,325.00 $315,725.00 Spot Repair of 2 Lineal Feet on 8-Inch 2 Nominal Diameter EA 20 $1,500.00 $30,000.00 $4,450.00 $89,000.00 Spot Repair of 2 Lineal Feet on 10-Inch 3 Nominal Diameter EA 10 $1,600.00 $16,000.00 $4,600.00 $46,000.00 Spot Repair of 4 Lineal Feet on 6-Inch 4 Nominal Diameter EA 3 $2,100.00 $6,300.00 $5,525.00 $16,575.00 Spot Repair of 4 Lineal Feet on 8-Inch 5 Nominal Diameter EA 3 $2,400.00 $7,200.00 $5,575.00 $16,725.00 Spot Repair of 4 Lineal Feet on 10-Inch 6 Nominal Diameter EA 3 $2,500.00 $7,500.00 $6,175.00 $18,525.00 Spot Repair of 4 Lineal Feet on 12-Inch 7 Nominal Diameter EA 2 $2,900.00 $5,800.00 $6,550.00 $13,100.00 Spot Repair of 4 Lineal Feet on 15-Inch 8 Nominal Diameter EA 1 $3,000.00 $3,000.00 $7,930.00 $7,930.00 Spot Repair of 4 Lineal Feet on 16-Inch 9 Nominal Diameter EA 1 $3,200.00 $3,200.00 $8,330.00 $8,330.00 Spot Repair of 4 Lineal Feet on 18-Inch 10 Nominal Diameter EA 1 $3,400.00 $3,400.00 $9,280.00 $9,280.00 Spot Repair of 4 Lineal Feet on 21-Inch 11 Nominal Diameter EA 5 $4,250.00 $21,250.00 $12,800.00 $64,000.00 Spot Repair of 4 Lineal Feet on 24-Inch 12 Nominal Diameter EA 5 $4,750.00 $23,750.00 $12,800.00 $64,000.00 Additional Cost Per Foot on 6"Nominal 13 Diameter Pipe LF 10 $350.00 $3,500.00 $880.00 $8,800.00 Additional Cost Per Foot on 8"Nominal 14 Diameter Pipe LF 1 5 $400.00 $2,000.00 $1,000.00 $5,000.00 Additional Cost Per Foot on 10" Nominal 15 Diameter Pipe LF 5 $425.00 $2,125.00 $1,050.00 $5,250.00 Additional Cost Per Foot on 12" Nominal 16 Diameter Pipe LF 2 $450.00 $900.00 $1,750.00 $3,500.00 Additional Cost Per Foot on 15" Nominal 17 Diameter Pipe LF 1 $475.00 $475.00 $1,975.00 $1,975.00 Additional Cost Per Foot on 16" Nominal 18 Diameter Pipe LF 1 $500.00 $500.00 $2,380.00 $2,380.00 Additional Cost Per Foot on 18" Nominal 19 Diameter Pipe LF 1 $525.00 $525.00 $2,380.00 $2,380.00 Lateral Abandonment on a 6" Nominal 20 Diameter Pipe EA 20 $1,550.00 $31,000.00 $4,400.00 $88,000.00 Lateral Abandonment on a 8" Nominal 21 Diameter Pipe EA 4 $1,400.00 $5,600.00 $5,050.00 $20,200.00 Lateral Abandonment on a 10"Nominal 22 Diameter Pipe EA 1 $1,500.00 $1,500.00 $6,880.00 $6,880.00 23 Reinstate Laterals JEA 1 $200.001 $200.00 $950.001 $950.00 Total: $288,875.00 $814,505.00 General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility Di5trict Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 69 TO: Board of Directors FROM: Donielle Morse, Grant Coordinator MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: Resolutions to Submit Application for Wildwood and Gardner Mountain Water System Improvements Project Loan from State Water Resources Control Board Drinking Water State Revolving Loan Fund REQUESTED BOARD ACTION: Adopt Resolution Nos. 3322-25 and 3323-25 to apply for a State Water Resources Control Board Drinking Water State Revolving Loan in an amount not to exceed $16,500,000 for the Wildwood and Gardner Mountain Water System Improvements Project. DISCUSSION: South Tahoe Public Utility District staff is preparing to submit an application for a Drinking Water State Revolving Loan, in an amount not to exceed $16,500,000, for the Wildwood and Gardner Mountain Water System Improvements Project. The attached Resolutions: Authorizing Resolution No. 3322-25 and Reimbursement Resolution No. 3323-25, are a requirement of the application package. SCHEDULE: To be determined COSTS: N/A ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ❑ No ® N/A ATTACHMENTS: Resolutions Nos. 3322-25 and 3323-25 CONCURRENCE WITH REQUESTED ACTION: CATEGORY: Sewer/Water GENERAL MANAGER: YES t NO CHIEF FINANCIAL OFFICER: YES NO 1 RESOLUTION NO. 3322-25 2 AUTHORIZING RESOLUTION BY THE BOARD OF DIRECTORS 3 OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT FOR THE WILDWOOD AND GARDNER 4 MOUNTAIN WATER SYSTEM IMPROVEMENTS PROJECT 5 WHEREAS, a determination has been made to seek funding to implement a drinking 6 water improvement project, 7 NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE SOUTH TAHOE 8 PUBLIC UTILITY DISTRICT (the "Entity"), AS FOLLOWS: 9 The General Manager and/or the Chief Financial Officer or designee is hereby 10 authorized and directed to sign and file, for and on behalf of the Entity, a Financial Assistance Application for a financing agreement from the State Water Resources 11 Control Board for the planning, design, and construction of the Wildwood and Gardner Mountain Water System Improvements Project (the "Project"). 12 13 This Authorized Representative, or his/her designee, is designated to provide the assurances, certifications, and commitments required for the financial assistance 14 application, including executing a financial assistance agreement from the State Water Resources Control Board and any amendments or changes thereto. 15 16 The Authorized Representative, or his/her designee, is designated to represent the Entity in carrying out the Entity's responsibilities under the financing agreement, including 17 certifying disbursement requests on behalf of the Entity and compliance with applicable state and federal laws. 18 19 WE, THE UNDERSIGNED, do hereby certify that the above and foregoing Resolution was 20 duly and regularly adopted and passed by the Board of Directors of the South Tahoe Public Utility District at a regular meeting held on the 4th day of December 2025, by the 21 following vote: 22 AYES: 23 NOES: 24 ABSENT: 25 26 Shane Romsos, Vice President 27 South Tahoe Public Utility District ATTEST: 28 29 30 Melonie Guttry, Clerk of the Board South Tahoe Public Utility District 1 RESOLUTION NO. 3323-25 2 A RESOLUTION BY THE BOARD OF DIRECTORS 3 OF THE SOUTH TAHOE PUBLIC UTILITY DISTRICT 4 REIMBURSEMENT RESOLUTION FOR THE WILDWOOD AND GARDNER MOUNTAIN WATER SYSTEM IMPROVEMENTS PROJECT 5 6 WHEREAS, the South Tahoe Public Utility District (the "Agency") desires to finance the costs of constructing and/or reconstructing certain public facilities and improvements 7 relating to its water system, including certain treatment facilities, pipelines and other 8 infrastructure (the "Project"); and 9 WHEREAS, the Agency intends to finance the construction and/or reconstruction of 10 the Project or portions of the Project with moneys ('Project Funds") provided by the State of California, acting by and through the State Water Resources Control Board 11 (State Water Board); and 12 WHEREAS, the State Water Board may fund the Project Funds with proceeds from the 13 sale of obligations the interest upon which is excluded from gross income for federal income tax purposes (the "Obligations"), and 14 15 WHEREAS, prior to either the issuance of the Obligations or the approval by the State Water Board of the Project Funds the Agency desires to incur certain capital 16 expenditures (the "Expenditures") with respect to the Project from available moneys of the Agency; and 17 18 WHEREAS, the Agency has determined that those moneys to be advanced on and after the date hereof to pay the Expenditures are available only for a temporary period and 19 it is necessary to reimburse the Agency for the Expenditures from the proceeds of the 20 Obligations 21 NOW, THEREFORE, THE AGENCY DOES HEREBY RESOLVE, ORDER AND DETERMINE AS 22 FOLLOWS: SECTION 1. The Agency hereby states its intention and reasonably expects to 23 reimburse Expenditures paid prior to the issuance of the Obligations or the approval 24 by the State Water Board of the Project Funds. 25 SECTION 2. The reasonably expected maximum principal amount of the Project 26 Funds is $16,500,000. 27 SECTION 3. This resolution is being adopted no later than 60 days after the date on which the Agency will expend moneys for the construction portion of the Project costs 28 to be reimbursed with Project Funds. 29 SECTION 4. Each Agency expenditure will be of a type properly chargeable to a 30 capital account under general federal income tax principles. 1 SECTION 5. To the best of our knowledge, this Agency is not aware of the previous adoption of official intents by the Agency that have been made as a matter of course 2 for the purpose of reimbursing expenditures and for which tax-exempt obligations have not been issued. 3 4 SECTION 6. This resolution is adopted as official intent of the Agency in order to comply with Treasury Regulation §1.150-2 and any other regulations of the Internal 5 Revenue Service relating to the qualification for reimbursement of Project costs. 6 SECTION 7. All the recitals in this Resolution are true and correct and this Agency so 7 finds, determines, and represents. 8 9 AYES: 10 NOES: 11 ABSENT: 12 WE, THE UNDERSIGNED, do hereby certify that the foregoing is a full, true, and correct 13 copy of a resolution duly and regularly adopted at a meeting of the Board of Directors 14 of the South Tahoe Public Utility District held on the 4th day of December 2025. 15 16 17 Shane Romsos, President South Tahoe Public Utility District 18 ATTEST: 19 20 21 Melonie Guttry, Clerk of the Board 22 South Tahoe Public Utility District 23 24 25 26 27 28 29 Resolution No.3323-25 30 December 4,2025 Page 2 General Manager Paul Hughes Directors ��� • 1950 • w$ � South Tahoe Nick Haven Shane Rornsos Joel Henderson Kelly Sheehan Fublic Utility Di5trict Nick Exline 1275 Meadow Crest Drive•South Lake Tahoe•CA 96150-7401 Phone 530 544-6474•Fax 530 541-0014•www.5tpud.u5 BOARD AGENDA ITEM 12a TO: Board of Directors FROM: Paul Hughes, General Manager MEETING DATE: December 4, 2025 ITEM- PROJECT NAME: Conference with Legal Counsel - Existing Litigation REQUESTED BOARD ACTION: Direct Staff DISCUSSION: Pursuant to Section 54956.9(d)(1) of the California Government code, Closed Session may be held for conference with legal counsel regarding existing litigation: Yolo County Superior Court Case CV 2021-1686, Alpine County vs. South Tahoe Public Utility District; et al. SCHEDULE: N/A COSTS: N/A ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A IDENTIFIED CAPITAL IMPROVEMENT PROJECT (CIP): ❑ Yes ❑ No ® N/A ATTACHMENTS: N/A CONCURRENCE WITH REQUESTED ACTION: CATEGORY: General GENERAL MANAGER: YES— r NO CHIEF FINANCIAL OFFICER: YES— �� NO