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Home My WebLink About2024.01.18 District Board Agenda Packet 1-18-24IWer 1950 'J SOUTH TAHOE PUBLIC UTILITY DISTRICT REGULAR BOARD MEETING AGENDA Thursday, January 18, 2024 - 2:00 p.m. District Board Room 1275 Meadow Crest Drive, South Lake Tahoe, California David Peterson, President Nick Haven, Director BOARD MEMBERS Kelly Sheehan, Director Shane Romsos, Vice 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, and no more than four individuals shall address the same subject.) 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. STANDING AND AD -HOC COMMITTEES AND LIAISON REPORTS (Discussions may take place; however, no action will be taken.) 7. BOARD MEMBER REPORTS (Discussions may take place; however, no action will be taken.) 8. STAFF/ATTORNEY REPORTS (Discussions may take place; however, no action will be taken.) a. Water Conservation Update (Lauren Benefield, Water Conservation Specialist) 9. GENERAL MANAGER REPORT (Discussion may take place; however, no action will be taken.) a. Staffing Update 10. NOTICE OF PAST AND FUTURE MEETINGS/EVENTS Past Meetings/Events 12/21 /2023 — 2:00 p.m. Regular Board Meeting at the District 01 /10/2024 — 10:00 a.m. El Dorado Water Agency Meeting in Placerville REGULAR BOARD MEETING AGENDA -January 18, 2024 PAGE - 2 Future Meetings/Events 01 /16/2024 - 3:30 p.m. Operations Committee Meeting at the District 01 /17/2024 - 3:30 p.m. System Efficiency and Sustainability Committee at the District 02/01 /2024 - 2:00 p.m. Regular Board Meeting at the District 1 1 . 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 Government Code Section 54957.6(a)/Conference with Labor Negotiators re: Memorandum of Understanding with Stationary Engineers, Local 39. Present at this Closed Session will be Agency Negotiators: Paul Hughes, General Manager; Andrea Salazar, Chief Financial Officer; Liz Kauffman, Human Resources Director. b. Pursuant to Government Code Section 54957.6(a)/Conference with Labor Negotiators re: Memorandum of Understanding with the Management Group. Present at this Closed Session will be Agency Negotiators: Paul Hughes/General Manager; Andrea Salazar, Chief Financial Officer; and Liz Kauffman, Human Resources Director ADJOURNMENT (The next Regular Board Meeting is Thursday, February 1, 2024, 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 some 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 - January 18, 2024 PAGE - 3 e'. �B� der 19 5 0 . ��a�G SOUTH TAHOE PUBLIC UTILITY DISTRICT CONSENT CALENDAR Thursday, January 18, 2024 ITEMS FOR CONSENT a. WINTER STORMS EMERGENCY RESPONSE (Paul Hughes, General Manager) Pursuant to Public Contract Code Section 22050(c), continue the emergency action to respond to the Winter Storms Emergency pursuant to Resolution No. 3242-23. b. SOUTH UPPER TRUCKEE WELL REHABILITATION PROJECT (Mark Seelos, Water Resources Manager) (1) Authorize an exception to competitive bidding procedure due to special circumstances, as allowed for in the Purchasing Policy; (2) Approve the proposed Scope of Work from Carson Pump to provide rehabilitation services for South Upper Truckee Well No. 3; and (3) Authorize staff to execute a Purchase Order with Carson Pump in the amount of $76,540. c. RECEIVE AND FILE PAYMENT OF CLAIMS (Greg Dupree, Accounting Manager) Receive and file Payment of Claims in the amount of $3,347,852.93 d. REGULAR BOARD MEETING MINUTES: December 2, 2023 and December 21, 2023 (Melonie Guttry, Executive Services Manager/Clerk of the Board) Approve December 2, 2023, and December 21, 2023, Minutes General Manager Paul Hughes 5outh Tahoe Directors NiHaven Shane'12,omsos Utility District KellyPeterson DavPublic eIIY Sheehan NicK Exline 1275 Meadow Crest Prive • South Lake Tahoe ■ CA 96150-7401 Phone 530 544-0474 • Fax 530 541-0614 • www.5tpud.u5 BOARD AGENDA ITEM 4a TO: Board of Directors FROM: Paul Hughes, General Manager MEETING DATE: January 18, 2024 ITEM - PROJECT NAME: Winter Storms Emergency Response REQUESTED BOARD ACTION: Pursuant to Public Contract Code Section 22050(c), continue the emergency action to respond to the Winter Storms Emergency pursuant to Resolution No. 3242-23. DISCUSSION: The Board declared the Winter Storms Emergency Response as an emergency on March 16, 2023. District staff will provide an update to the Board regarding the status of the emergency. Public Contract Code Section 22050(c) requires the Board to review the emergency action at every Board meeting thereafter until the emergency action is terminated. The Board must determine by a 4/5 vote that there is a need to continue the emergency action. District staff is requesting that the Board continue the emergency action for the response to the Winter Storms Emergency. As you may recall, on March 9th, 2023, Governor Gavin Newsom proclaimed a state of emergency throughout California to support the recent winter storm events that hit the state. These storms caused widespread damage and disruption with heavy snow, freezing temperatures, and strong winds causing avalanches, debris flow, and flooding across the state. The emergency proclamation provides critical support for emergency relief efforts, including assistance for local response efforts to address the impacts of the winter storms. The District has proactively tracked its storm -related expenses, including labor, parts, fuel, materials, and contractor assistance. Given the significant costs associated with responding to, and recovering from, these events, the District will be seeking reimbursement for eligible expenses through the Cal-OES Hazard Mitigation Assistance Program. Under this program, eligible costs may be reimbursed at a 75 percent state, and 25 percent local, cost share. Paul Hughes January 18, 2024 Page 2 SCHEDULE: N/A COSTS: $1,400,000 ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A ATTACHMENTS: Resolution No. 3242-23 CONCURRENCE WITH REQUESTED ACTION: GENERAL MANAGER: YES CHIEF FINANCIAL OFFICER: YES NO 091 CATEGORY: Sewer/Water General Manager Paul Hughes 5outh Tahoe Directors Nici< Haven Shane'12,omsos Utility District KellyPeterson DavPublic eIIY Sheehan NicK Exline 1275 Meadow Crest Prive • South Lake Tahoe ■ CA 96150-7401 Phone 530 544-0474 • Fax 530 541-0614 • www.5tpud.u5 BOARD AGENDA ITEM 4b TO: Board of Directors FROM: Mark Seelos, Water Resources Manager MEETING DATE: January 18, 2024 ITEM - PROJECT NAME: South Upper Truckee Well Rehabilitation Project REQUESTED BOARD ACTION: (1) Authorize an exception to competitive bidding procedure due to special circumstances, as allowed for in the Purchasing Policy; (2) Approve the proposed Scope of Work from Carson Pump to provide rehabilitation services for South Upper Truckee Well No. 3; and (3) Authorize staff to execute a Purchase Order with Carson Pump in the amount of $76,540. DISCUSSION: The District is implementing a Well Asset Management Program to maintain the reliability of its water supply system. Staff produced the 2023 Prioritization of Wells for Cleaning, Inspection, and Evaluation to identify high -priority projects. Rehabilitation of South Upper Truckee Well No. 3 received the highest ranking, and a rehabilitation project was scheduled for spring -summer 2024. Inspection of the downhole equipment and well casing in December 2023 showed an urgent need for rehabilitation, as described in a staff report presented to the Board of Directors on December 21, 2023. District staff determined that the proposed rehabilitation work qualifies as excepted from the District's Purchasing Policy's requirement of formal competitive solicitation under Exception No. 4 (special circumstance). Staff conducted an informal Bid Process to obtain quotes for rehabilitation services. The attached Scope of Work was provided to seven contractors. Two contractors declined to quote, four did not respond, and one (Carson Pump) provided a quote in the amount of $76,540. Staff determined that this is a fair price, as it is considerably less than the Engineer's Estimate of $228,019, which was based on unit costs of similar work previously completed for the District by various well contractors. Mark Seelos January 18, 2024 Page 2 SCHEDULE: April -June 2024, weather dependent COSTS: $76,540 ACCOUNT NO: 20.30.8481 BUDGETED AMOUNT AVAILABLE: $150,000 ATTACHMENTS: (1) Scope of Work provided to contractors, (2) Quote provided by Carson Pump CONCURRENCE WITH REQUESTED ACTION: GENERAL MANAGER: YES - 1146- CHIEF FINANCIAL OFFICER: YES NO f'Lo7 CATEGORY: Water SCOPE OF WORK South Upper Truckee Well No. 3 Inspection and Rehabilitation Project Updated 12/1/2023 1. Background 1.1. Well Information The South Tahoe Public Utility District (District) supplies drinking water to the South Lake Tahoe Area, with over 14,000 service connections. The District is 100% reliant on groundwater sources to meet its water system demands, with eleven active production wells, and three standby wells that are used only for emergency purposes only. South Upper Truckee Well No. 3 (South Upper Truckee Well) is an active production well located in a residential neighborhood at 3140 Egret Way in South Lake Tahoe, California. The well site consists of an appx. 2,800 square foot wellhouse located on a 0.58-acre parcel (APN: 365-81-001) (Appendix A). Well construction information is summarized in Table 1. A site plan is given in Appendix B. Item Description Construction Year 2004 Boring Depth, ft. bgs 358 Completed Well Depth, ft. bgs 320 Well Casing 15.5" ID x 0.25" wall Type 304 Stainless Steel Conductor Casing, inches 30 Borehole Diameter, inches 26 Well Screen Wire Wrapped Type 304 Stainless Steel, 0.04" and 0.05" slots. Screen Intervals, ft. bgs 1 70-90, (2) 160-180, (3) 220-240, (4) 260-270, (5) 280-310 Sand Pack Type 8x20 and 8x16 Oglebay Norton Filter Pack Gravel. Sanitary Seal Interval 0-50 ft. bgs Filter Pack Interval 56-315 ft. bgs Cement-Bentonite Grout 50-54 ft. bgs Table 1: Summary of South Upper Truckee Well No. 3 Construction The design yield of the well is 1,400 gallons per minute (gpm). The well is typically only operated during the summer months to supplement demand in the Meyers area. The static water level is typically approximately 20 ft. bgs, and the average pumping water level is 45 ft. bgs. The most recent specific capacity measurement, measured during a two-hour pumping test on 10/26/2022, was 44.36 gpm/ft of drawdown. The Well Completion Report and lithologic log are provided in Appendix C. 1.2. Water Quality South Upper Truckee well draws water from a portion of the Tahoe Valley South Subbasin containing corrosive groundwater. The average Langelier Index is -2.15 ± 0.2 (mean ± SD), indicating corrosivity toward calcium carbonate. The average Larson-Skold Index 1.93 ± 0.2, indicating conditions susceptible to pitting corrosion of steel components. Well discharge is currently treated for corrosion using a stripper that removes dissolved CO2 from the water, thereby lowering pH (Appendix B). While this may result in modest removal of corrosivity in the distribution system, the down -hole well components and structure remain at risk of accelerated corrosion. 1.3. Pump and Motor Information Pump and motor information are provided in Appendix D. South Upper Truckee Well is equipped with a 480-volt Byron Jackson Type M motor and a Flowserve 13MQH 1-stage submersible pump capable of delivering 1,400 gpm at 85' of total dynamic head (TDH). The 120-foot 10" x 0.375" column pipe is epoxy coated to mitigate the corrosive conditions of the groundwater; however, corrosion of the column pipe has been observed. 2. Scope of Work The objective of this project is to conduct preventative maintenance activities (cleaning, inspection, and minor rehabilitation) of the South Upper Truckee Well structure, pump, and motor. Preventative maintenance activities are intended to (1) restore the well casing and screen to closely resemble design conditions; (2) identify damage or wear to the well structure, (3) perform minor maintenance, repair, and/or replacement of damaged or worn components; (4) redevelop the well; (5) determine well efficiency, maximum yield, overall pump efficiency, and aquifer properties following preventative maintenance activities; and (6) propose additional maintenance or rehabilitation actions beyond the scope of this project. 2.1. Summary of Work A. Mobilization/Demobilization Prepare the work site by installing safety fencing and filter fencing; move all necessary equipment, tools, and supplies; set-up sanitary facilities, equipment, and material storage areas; set-up and maintain settling tank(s), traffic control, temporary piping, and discharge systems. Supply disinfection bleach and spray all equipment and materials used in the well. Following inspection and rehabilitation, demobilize equipment, tools, and supplies needed for well cleaning and maintenance, and clean-up the well site for production pump installation. Provide all logs, records and reports required by the specifications and requested by the Engineer. B. Downhole Equipment Removal Protect electrical and motor control panels from dust and debris by typical means such as hanging plastic sheeting. Lockout the VFD and bypass the local circuit breaker. Disconnect the submersible power cable and remove the electrical junction box next to the well head (if applicable). Remove the PVC sounding tube used for water level measurements. Remove column assembly and coupled submersible pump and motor. Decouple pump from motor. Store pump and motor as recommended by manufacturer. C. Mechanical Well Cleaning Line brush the entire well casing and screen from the well bottom to the top of the well casing flange. Carefully airlift debris from the bottom of the well. Airlift water from well cleaning to the settling tanks(s) for discharge to the sanitary sewer. D. Pre -Maintenance Well Inspection Prepare the well for Closed Circuit Television (CCTV) well video inspection. The video survey shall be conducted by the Contractor in the presence of the Engineer after sediment accumulated in the bottom of the well has been removed and disinfected freshwater has been poured into the well overnight to provide clear viewing conditions. Conduct the well video inspection from the top of the well casing to total well depth using a color, dual -view video camera. Provide a Well Video Inspection Summary Report and electronic file (.MP4) of the video record. E. Chemical Treatment: Optional Based on the findings of the Well Video Inspection Summary Report, prepare a Chemical Treatment Plan to address mineral scaling and/or biomass buildup on well casing and screen, if warranted. Use only chemicals certified to meet NSF/ANSI 60 standards. The Plan should, at minimum, include safety procedures and precautions, chemicals to be used and associated safety data sheets, application volumes and concentrations, application methods, reaction times, removal methods, and neutralization/disposal methods. Application details should follow the manufacturer's instructions where applicable. Implement the approved chemical treatment plan, using a tremie pipe to deliver the chemical treatment above each section of well screen in a concentrated form. Use a double swab tool to surge 10-foot sections of the well screen at a rate of 20 feet per hour. Surge all sections of the well screen, then allow the chemical treatment to react overnight or for the period designated in the Chemical Treatment Plan. Monitor pH to ensure that it remains within the manufacturer's recommended range. When the chemical treatment is complete, carefully airlift cleaning chemicals to the settling tank. Monitor the pH, conductivity, and turbidity of airlifted effluent and continue airlifting until water quality parameters are within 10% of background values provided by the engineer. Neutralize the water in the settling tank to pH 6-9 before discharging to the sanitary sewer. F. Well Development Provide and install an in -line pump double swab tool for swab and pump development. Line swab and pump develop 10-foot intervals of the 12-inch casing liner screen sections at a rate of 20 feet per hour. Continue well development until well discharges contain less than 1 ppm sand. Discharge water from well development into settling tank before discharge to the sanitary sewer. G. Electromagnetic Casing Integrity Survey Use an electromagnetic inspection tool to survey the well screen and casing for structural weaknesses and corrosion. At minimum, the survey should include (1) measurement of the inner diameter of the well screen and casing from top to bottom; (2) identification of buckling, holes, or other damage; and (3) quantification of corrosion or scale build-up. A technical memo should be produced detailing the results of the survey and including recommendations for repair. H. Post -Maintenance Well Inspection Prepare the well for Closed Circuit Television (CCTV) well video inspection. The video survey shall be conducted by the Contractor in the presence of the Engineer after sediment accumulated in the bottom of the well has been removed and disinfected freshwater has been poured into the well overnight to provide clear viewing conditions. Conduct the well video inspection from the top of the well casing to total well depth using a color, dual -view video camera. Provide a Well Video Inspection Summary Report and electronic file (.MP4) of the video record. I. Well Disinfection, Downhole Equipment Reinstallation, Disinfectant Removal Provide 12% sodium hypochlorite disinfectant solution certified to meet standards of ANSI/AWWA B301 or ANSI/AWWA B300. Disinfect the well using procedures consistent with AWWA C654 — Disinfection of Water Wells. Use a tremie pipe to apply concentrated sodium hypochlorite solution above each screened interval, ensuring a final chlorine concentration of 100 mg/L throughout the well casing. Spray all wetted surfaces of downhole equipment with a solution having a chlorine residual no less than 200 mg/L immediately prior to installation. Reinstall column pipe, pump and motor, and wellhead. Reinstall PVC sounding tube and pressure transducer, if applicable. Following downhole equipment reinstallation, surge the well three times to mix and induce contact of the disinfected water with the adjacent aquifer. Ensure that the corrosion control treatment system is bypassed for this process. Any surged water should be discharged from the isolated hydrant (Appendix E) into a Baker Tank using an airgap inlet to prevent backflow. This water should be dechlorinated prior to being discharged to the sanitary sewer at a flow rate specified by the Engineer. Following surging, allow the disinfected water to rest in the casing for at least 12 hours. After the well has been chlorinated and allowed to rest for at least 12 hours, it shall be pumped to waste. Discharge water from the isolated fire hydrant into the Baker Tank, dechlorinating and discharging it to the sanitary sewer. The discharge water shall be tested periodically for chlorine residual. When no detectable chlorine residual is measured, the well shall continue to be pumped to waste for at least 15 min before proceeding with bacteriological sampling completed by the District. If bacteriological samples return positive results, the disinfection procedure must be repeated until negative results are obtained. J. Well Testing Design and implement a temporary discharge system to discharge water from pumping tests into the Upper Truckee River (Appendix E). Provide and maintain all traffic control measures for any work within the public right-of-way, including providing a Traffic Control Plan to be incorporated in the District's City of South Lake Tahoe Obstruction Permit. Set-up a temporary discharge hose for the discharge of waters pumped during well testing to the Upper Truckee River by isolating the hydrant located on the well property (Appendix E). Use a diffuser to slow and spread flow as it enters the river in accordance with discharge permit conditions. Monitor the discharge system and receiving waters in accordance with discharge permit conditions and remove the discharge system after well testing is completed. Conduct an 8-hour Step-Drawdown, followed by a 24-hour Constant Rate Test at flow rates directed by the Engineer. Well tests shall be conducted using the corrosion control treatment system, but without the addition of disinfectant. 2.2. Submittals The following submittals will be required. Permits A Traffic Control Plan for work within the public right-of-way. The District will include the Traffic Control Plan in an Obstruction Permit Application submitted to the City of South Lake Tahoe (CSLT) at least ten (10) working days prior to mobilization to the work site. Product Data Plans 1. Submit annotated drawings and/or photographs of specialty tools used for well cleaning. 2. Submit annotated drawings and/or photographs of specialty tools used for disinfection and development of the relined well. 3. Submit catalog data and MSDS for all chemical cleaning agents used. Provide dosage guides provided by the manufacturer for the intended use of each item. 1. Fluids Containment/Waste Disposal Plan 2. Well Cleaning and Chemical Treatment Plan 3. Temporary Discharge System Plan 4. Well Testing Plan Records 1. Daily Reports 2. Well Development Records 3. Well Test Records 4. Well Inspection Report Appendix A: Site Map This Page Intentionally Left Blank V V V V Legend _ + District Boundary # I Search Radius 1,000 ft ♦ Hydrant Well Status • Active Standby • Off -Line 2017 WOS Points *V Domestic Small Water System * Pressurized Main DistributionMain Interconnect Transmission Main BlowOff Pressure Zones N Christmas Valley 2/2019 0 250 500 1,000 Feet Appendix B: Site Plan This Page Intentionally Left Blank CD 00 0 0 0 0 0 N w 0 Q Q' U �I 0 J U 0 m U) a, CD 0 0 U U �w U, CD Q � U 0 p U O N w Elf �� Cl- (z) Q �Ld .- w oQ:� oX 0 0 0 N � E co a o� =� 0- w c) 00 =o N =� 0 � U io �w 00 In 1 2 PIPING LEGEND PIPE O O O ® O SAMPLE WATER PRE -SODIUM POST -SODIUM FUTURE FLUID DOMESTIC WATER TO pH ANALYZER HYPOCHLORITE HYPOCHLORITE CHEMICAL FEED CHEMICAL FEED CHEMICAL FEED SIZE 1" 3/8" TUBE IN 1" 1" 1" 1" CONDUIT MATT CU PE TUBE IN :E EPVC EPVC EPVC EPVC CONDUIT 0■ :s 0■ ABBREV DESCRIPTION SPEC SECTION WSP FUSION EPDXY —LINED & 402057 —COATED STEEL PIPE DIP DUCTILE IRON PIPE 402040 PVC AWWA C900 PVC PIPE 402092/402350 (WATER OR DRAINAGE PIPING) CU COPPER TUBING 402020 SST STAINLESS STEEL TUBING 402078 RP REDUCED PRESSURE 400520 BACKFLOW PREVENTER EPVC SCH 40 PVC ELECTRICAL 260534 CONDUIT W/ MINUMUM 12D SWEEP ELBOWS PE POLYETHYLENE TUBING 402350 3 4 5 8" TEE (2) TYPE-185 GV SEE NOTE 12 >> <m / REMOVE EXISTING GV AND INSTALL 8" SPOOL OF THE SAME \ MATERIAL AS 10" DISCHARGE LINE \\\ IN5JJ1 ATED FLANGE �\ FIRE HYDRANT 1 � ,(I STEEL TO DIP) O / 6 FLAMGED COUPLING ADAPTER ,10%8" CONCENTRIC V AND 8" 5 GV 10" x 10" x 6" TEE, 6" TYPE 185 GATE VALVE, FLG x MJ (S) EL=6397.00 - - 14" P �pP DRY BARREL TYPE C-508 j \\ ' ' \\\ ® 26 lip G ' o ,'' `x PIPE \\ 10 BURIED 2 / �Q 100, / // C 5os TRENCH \��\ FLEX CPLG W/ c-507 THRUST HARNESS / °-oZ_ o \\ o /----------- — i --- ----- —�-- / c / loe / 10" NOTES: oo / r:::E 1. STEEL PIPING TO BE FUSION -BONDED EPDXY LINED AND COATED mrrj PER SPEC SECTION 099761. COLOR CODE EXPOSED PIPING WITH COATING SYSTEM 66 PER SPEC SECTION 099000. 2. JOINTS FOR PVC SDR 26 SEWER SHALL BE OF THE PUSH -ON TYPE, EXCEPT WHERE INDICATED OTHERWISE ON THE PLANS. 3. RESTRAIN ALL JOINTS FOR PVC SDR 26 WATER PIPE. 4. CONTRACTOR SHALL PROVIDE TEMPORARY PIPING AND APPURTENANCES AS REQUIRED TO DISPOSE OF WATER FROM WELL TESTING AND DISINFECTION AND AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. 2" VENT SHALL BE ANCHORED TO VERTICAL WALL WITH GALVANIZED CLIPS AT SPACING DEFINED IN SPEC 400764. VENT SHALL EXTEND THROUGH THE ROOF WITH SEALED PENETRATIONS. \ 6. ALL EPVC CONDUIT SHALL USE 12D (MIN) RADIUS SWEEPS. \ 7. FLOOR DRAIN TO BE EQUIPPED WITH A 4!' PROSET SYSTEMS TRAP GUARD, OR EQUAL. 5" NICKEL BRONZE STRAINER \ 8. Y4' HOSE BIBB TYPE 420 AND ATMOSPHERIC VACUUM BREAKER -� TYPE 1040. INSTALL A MINIMUM OF 18 ABOVE FINISH FLOOR. 9. INSTALL SANITARY SEWER LATERAL IN ACCORDANCE W/THE PLANS AND SPECS AND SOUTH LAKE TAHOE PUBLIC UTILITY DISTRICT "REQUIREMENTS FOR BUILDING SEWER HOOKUP" INCLUDED IN �\ 0 0 PERMANENT 3 BOLLARDS �511 2 REQ'D AT F.H. / I \ ROOM 1-115 J PIPING PLAN <� m \, THE SPECS. 10. CONTRACTOR SHALL COORDINATE W/OWNER'S REPRESENTATIVE THE EXACT LOCATION OF THE CHEMICAL FEED STUBOUTS. \ �� 11. ALL BURIED VALVES SHALL HAVE A VALVE BOX AND HAVE A \� TOTALLY ENCLOSED ACTUATOR AND 2" OPERATING NUT. \ 12. CONNECT TO EXISTING 8" ACP WATER MAIN ADJACENT TO \ 2 1 \ EXISTING GATE VALVE. PROVIDE THRUST BLOCK AT CONNECTION. c 2 c-5o7 ELEVATION OF EXISTING WATER MAIN IS APPROXIMATE, I 3 4 - El El I 5 2 I O � I o II co II I II it / 4" SDR 26 PVC SEWER LATERAL 2» LP® I12" LP REMOVE EXISTING 6" PVC & BAC K FI LL TO NEW GRADE p SEWER CLEANOUT NEW 4" SDR 26 PVC SEWER LATERAL TO FOLLOW ALIGNMENT OF EXISTING 6" SEWER LATERAL IE=6396.3f 7 8 Blip "P RECORD DRAWINGS a 611P THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING AS A RESULT 0177FTE-GORK—BY —OfH ®16"F a 6" LP 14" LP ENS a 6„ P REMOVE EXISTING 6" /�/ PVC & REPLACE W/ 4" �`� P ,/ SDR 26 PVC ®26"LP �� i� 10"LPG 14"F 10"F 1oil LP� @36 26"P „„P ® gqA __� �12"A 18"A0 a o12"A _ — — — — 12 A a — — - CONTRACTOR SHALL FIELD -VERIFY ELEVATION. \ .*_ -11 - — — — — 13. PROVIDE DIELECTRIC ISOLATION WHERE DISSIMILAR METAL PIPE r� MATERIALS ARE JOINED 4 \ — EXISTING SS IE=6393.8f (V—SS C-505� MH 14. WHERE PVC PIPE IS USED, EXTEND TRACER WIRE ALONG WSP 5 A �1> » UNDER BUILDING SLAB TO BOOSTER PUMP DISCHARGE PIPING SEE AND C-506 C-503 ZL 09/25/09 6-15-07 DATE RECORD DRAWING CONFORMING SET DESCRIPTION MPR MPR APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY KB PROJECT ENGINEER MARK P. REITZ RpFESS/ �a Q� P R� -z No.C28196 * Exp.03/31/08 sTgTI V FO OF CA1-�F /� /� DRAWN BY DLR REG NUMBER EXP DATE C28196 3/31 /08 CHECKED BY MPR PROJECT NUMBER 16642.00-0001 /� Al DATE Jul-07 CADD STANDARDS BOYLE REV 1 2 3 4 fiTC7%jLLw 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 WWW.BOYLEENGINEERING.COM 5 EGRET WAY — — __ - SCALE: 1" =10' Dec-09 Cai SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING SOUTH UPPER TRUCKEE WELL NO. 3 C-103 SHEET 5 PIPING PLAN OF 48 SHEETS E: ■N ■0 119 M0 1 F 3 0 5 me POP CD 00 O 0 O 0 O CD w Q 00 0 m 0 w U a 0 J a- J N U 01 o,, 0 w01 5)0 �w m -3p U C, Q� O U T Cn� z� Q CD f-i 0 oCn 0 Cn of U wm o c� Q i� �w oQ:� oX 0 0 N � E cc a CD o� =� 0- w c) 0(D =o N =� 0 � U io �w 00 ❑C C IV w 2" FUNNEL DRAIN, JR SMITH, FIG 3811 C, OR EQUAL W/STRAINER AND P-TRAP, 2 PLACES SEE NOTE 2 INV EL=6399.5 1 1" RP BACKFLOW C-505 PREVENTER, TYP OF 2 TO LANDSCAPE IRRIGATION VALVES FLOOR CLEANOUT, JR SMITH FIG 4040 ADJUSTABLE, OR EQUAL— INV EL=6399.17 2" VENT THRU ROOF, SEE NOTE 5, DWG C-103 /-- HB III -----------~-- ------ -� -----------1 L------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14' PVC -------- 3" WSP FROM SURGE VALVE I - �- ---------------------------------------- qF_ ----------�� i� II / Io o 0- - - — --------- -- II I I - I ----- - , I I 4„x2" PVC \� \ 4" SDR 26 PVC 4" SDR 26 PVC \--------------- - ---------------- I I SANITARY WYE -- j 4'x2" PVC SANITARY WYE 25'-0" CNN WELL C-501 PIPING 7 -9 DETAILS j 8' -11)/2" I � 13,-6„ 3 I 6,-9» I o f II 7 1 � I � 10" PVC I I 16'-4" II 1 111-9" I I II 12" PVC 0I I 1 o 0 0 o I �Iw I � I_ I o a o0o CD I �Ilw 6' -2» 6' -9" 6' -9» I j / LLJ AERATOR NO. 1 AERATOR NO. 2 EU @) I / �jC)2 , o m / I � I /I Q I I BLOWER I BLOWER I I NO 1 i NO 2 HOSE BIB I AERATOR PIPING - c-5o2 DETAILS FLOOR DRAIN JR SMITH FI 12450 I / -W/P-TRAP} OR DUAL TY bF 3, 24'-0" TYP SEE NOTE 3 I I 4 I � ---- 4" SDR 26 PVC ----------- �_---------- - - - - - - - - L - - - - - �-- pH rB ------- - - - - - - - - - - I / � ANALY ER C-504 I 1 I V I I T6 b I HOSE BIBB, SEE NOTE MATCHLINE - SEE ABOVE RIGHT ! SEE NOTE 4 SEE DWG C-103 FOR CONTINUATION ROOM PIPING PLAN ❑Z SCALE. 3/8 =1 -0 - VERIFY SCALES DESIGNED BY PROJECT ENGINEER RpFESS/ /� RKB MARK P. REITZ �a Q� P /� BAR IS ONE INCH DRAWN BY REG NUMBER EXP DATE /A ON ORIGINAL DRAWING DLR C28196 3/31 /08 - z CHECKED BY PROJECT NUMBER No.C28196 m /A 09/25/09 RECORD DRAWING MPR IF NOT ONE INCH ON MPR 16642.00-0001 * Exp.03/31/08 THIS SHEET, ADJUST DATE CADD STANDARDS sT9T c V 6-15-07 CONFORMING SET MPR SCALES ACCORDINGLY FOF CA1-�F� REV DATE DESCRIPTION APPR Jul-07 BOYLE 1 1 2 3 4 BOOSTER PUMP 1 PIPING DETAILS C-503 4' x 2" PVC SAN ITARY WYE 2" FUNNEL-D 1� R EQUAL W/STRAIN AND P-TRAP 14' PVC RECORD DRAWINGS THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING AS A RESULT OF THE WORK BY OTHERS CI%JLE 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 WWW.BOYLEENGINEERING.COM 5 7 PIPING LEGEND PIPE O O O ® O SAMPLE WATER PRE -SODIUM POST -SODIUM FUTURE FLUID DOMESTIC WATER TO pH ANALYZER HYPOCHLORITE HYPOCHLORITE CHEMICAL FEED CHEMICAL FEED CHEMICAL FEED SIZE 1" 3/8" TUBE IN 1" CONDUIT MAT'L CU PE TUBE IN EPVC EPVC EPVC EPVC CONDUIT MATCHLINE -SEE BELOW LEFT --------------------------- 5'-0" 2" VENT — THRU ROOF 5,-9» \\\'� 1 400 GAL Na C-504 TANK WITH SECONDARY CONTAINMENT nI All EYEWASH STATION HOSE BIB Cai 00 6 C-506 METERING PUMPS BY OTHERS -- 4" SDR 26 PVC--- 2" VENT THRU ROOF ---p 11'-0" THICK HOUSEKEEPING PAD FOR FUTURE CHEMICAL TANK NOTES: 1. SEE SHEET C-103 FOR GENERAL PIPING NOTES 2. PLUMB WELL PUMP AIR/VACUUM VALVE AND SAND TESTER TO 3" ABOVE 2-INCH FUNNEL DRAIN. 3. FLOOR DRAINS TO BE EQUIPPED WITH A 4" PROSET SYSTEMS TRAP GUARD, OR EQUAL. 5" NICKEL BRONZE STRAINER. 4. PROVIDE 6" DIA SLEEVED BLOCK -OUT IN BUILDING FOOTING WHERE 4" SEWER LINE CROSSES. 5. SLOPE ALL SEWER LINES 4" PER FT MINIMUM SOUTH TAHOE PUBLIC UTILITY DISTRICT SOUTH UPPER TRUCKEE WELL NO. 3 WELL AND CHEMICAL ROOM PIPING PLAN HOSE BIBB, SEE NOTE 8, DWG C-103, TYP 12" Hx2'Dx4'W POLYETHYLENE OR FRP METERING PUMP STAND (TYP 2 PLACES) SEE NOTE 4 2 SEE DWG C-103 OF R CONTINUATION E'� Dec-09 DRAWING C-105 SHEET 7 OF 48 SHEETS In C 0 0 CD 00 CD 0 0 CD Ln 0 0 N w U o,, w 0 w01 cf� O �w m -3a U o Qi N U N i(D Cnch� CD 0- z� Q 0 I� o� �Cn U U w m � I o� Q `- w oQ:� oX 0 0 0 N � E c a o o� =� w c) 0 0 =o N S� 0 � U io 1 2 3 4 5 6 7 8 16" CASING AND CAP 1-1/2" SOUNDING TUBE 0 3" TYPE 100 GATE VALVE 1 /4 CUT OFF CASING CAP AND WELD ON 16" OD A53 REMOVE 30" CONDUCTOR (2) 2 GRAVEL CHUTES Q g u GRADE B STEEL, 0.25" WALL CASING EXTENSION CASING AND CONCRETE TO A a- WELL CASING FLANGE DEPTH ELEVATION OF 6396 30 CONC o PER PUMP MFR 3"0 GALV STL PIPE & REPLACE REMOVED Fn FITTINGS, CASING VENT CONCRETE W/ 2 SACK SAND 16'0 OD A53 GRADE B STEEL w � � GRAVEL CHUTE, 2 GALV STL PIPE W/ 1 /16" MESH SST SCREEN » CEMENT SLURRY 0.25 WALL CASING (+2-18 BGS 2'-6" 2'-6" i THREADED CAP CHUTE TACK WELD TO 90° ELB D 16"O MECHANICAL CONNECTOR _ (2 PLACES) D GROUND SURFACE=O 18-20 BGS ( ) VALVE RETURN WELL CASING FLANGE PLUG _CD (REFERENCE DATUM) i l I I YO/ CONCRETE PUMP PER PUMP MFR co 1" CHAMFER I PEDESTAL N TYPICAL EL=6403.25 40" DIA AUGER HOLE 3 SOUNDING TUBE I n #5 @ 10" OC 2 CLR 30" DIA CONDUCTOR CASING - \ N 3"0 CASING VENT FF EL=6401.75 WELL CASING ° 26" OD CONSTRUCTION SLOPE @ 1" � / FTN (P) I `� 0 #5 HOOP N EXPANSION JOINT MATERIAL gun �+u FEEL (0.154" WALL) SANITARY SEAL, 15-SACK o 1 4 / (i7_r,52' RGS) SAND -CEMENT GROUT, 1/4 GRAVEL CHUTE #5 ® 10" OC WELL CASING MAINTAIN 2" CLR SURVEYOR'S PIN, 4" COTTON FROM ALL STEEL GIN/MONUMENT SPIKE, SET Q PIPING & CASING EL=6397.75 16" OD, TYPE 304 SST, INTO TOP OF PEDESTAL 0.25' WALL CASING FROM SURGE ANTICIPATOR VALVE SEE (20-70' BGS) - FINE SAND SEAL (54-�U L DWG C-105 FOR CONTINUATION C PLACE 2 SACK C SAND SLURRY 1/4 � 16" OD, A53 r_RAn� � � BELOW PEDESTAL 0.3 _58' 0.375" WA'' PUMP PEDESTAL PLAN 2 SECTION A inini�ir -70' rJ SCALE: 1/2" = 1'-0" - SCALE: 1/2"=1'-0" - Op 10" PUMP COLUMN O_ NOTE: —)c 1. OBJECTS SHOWN OUT OF PLANE FOR CLARITY. HALL) GRAV LEVEL TRANSMITTER & WATER PUMP INTAKE SETTING PROOF CABLE ASSEMBLY. TO BE 125' BELOW SURFACE PLATE O - � �OT, WIRE _9-90, — WRAPPED, STAINLESS STEEL B FURNISH & INSTALL MVr<irr< l�r�ivv ri�� B SUBMERSIBLE PUMP & MOTOR (SEE SPEC SECTION 432152) 8x20 OGLEBAY NORTON f WELL CASING FLANGE PACK GRAVEL 180' O _—_ _—Q _ i 185STEEL CENTRALIZERS co 200' MORTAR SAND FILL f EAL WELD PUMP PEDESTAL a7T�UBE 12" DIA SWEEP ° a XST SOUNDING -220' _ O SCH 40 STEEL R EXST GRADE - --- -- - -- -240' O = - a a -- AND WELD ON SWEEP -244' a a a a a a 8x20 OGLEBAY NORTON PACK GRAVEL - WELL CASING WELL WATER LEVEL TRANSMITTER SEE -260' — — — — PACK GRAVEL DWG N-501 -270' O z7Q» r\oiicLiE-n o,,, NOTE: RECORD DRAWINGS A 280 ' A 0 -_- -_- 0 �' 1. SEE DETAIL 4 ON DWG N-501 FOR THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES —4 — —�' LEVEL TRANSMITTER MOUNTING DETAIL CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY NOTES: SOUNDING TUBE 3 OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH WELL MODIFICATIONS1. PIPING SHOWN OUT OF PLANE FOR CLARITY. NOT TO SCALE — HAVE BEEN INCORPORATED INTO THIS DRAWING AS A RESULT OF THE WORK BY OTHERS SCALE: NONE - 2. SEE DETAIL 3 FOR SOUNDING TUBE CONFIGURATION. 3. ALL WELDS TO BE GROUND SMOOTH. Dec-09 ZL VERIFY SCALES DESIGNED BY PROJECT ENGINEER a SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © RKB MARK P. REITZ �O Q�0 PES �� Y SOUTH UPPER TRUCKEE WELL N0.3 - C 201 ZL DRAWN BY DER REG NUMBER EXP DATE C28196 3/31 /08 BAR IS ONE INCH ON ORIGINAL DRAWING ��e' ��F2c - SHEET m U Na.C28196 m G�OGV7GGL�OGI7C� C��OL L� t OOGV7 0 CHECKED BY PROJECT NUMBER 09/25/09 RECORD DRAWING MPR IF NOT ONE INCH ON MPR 16642.00-0001 * Exp.03/31/08 yt sX �Q 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 WELL SECTION & DETAILS OF 48 SHEETS 6-15-07 CONFORMING SET MPR THIS SHEET, ADJUST SCALES ACCORDINGLY '9T c � V � � �� FpF CPI\- WWW.B0YLEENGINEERING.00M � DATE CADD STANDARDS REV DATE DESCRIPTION APPR Jul-07 BOYLE 1 2 3 4 5 6 8 1 5/8" EXT D ROUGH SAWN w/ 10d 2x8 FASCIA 1 x4 FASCIA TRIM 2x6 TRUSS 2x8 FASCIA BEYOND (SHOWN DASHED) 6x6 D.F. No.1 1" CHAMFER ENDS, TYPICAL roml a, W�' 1*01 /2"0 LAC SCREW w/ WASHER, 0 I co 4x6 D.F. _ I No.1 5/8"0 S.S. ALL THREAD SIMPSON SET IN EPDXY C 00 4x6x1'-8" n D.F. No.1 LY2" 1'-0" �, .1. CMU WALL 1� 7/8" CEMENT PLASTER o/ }} 2x4 STRIPPING, CONTINUOUS ,f HORIZONTALLY AND SPACED 16" O.C. VERTICALLY TYPICAL ENTRY CORBEL DETAIL A-301 % AD33 1 X 4 CONT. 2 X 8 FASCIA PAINT EXPOSED PLYWOOD, — FASCIA JOIST AND BLOCKING B 7/8" CEMENT PLASTER o/ — 2x4 STRIPPING, CONTINUOUS HORIZONTALLY AND SPACED 16" O.C. VERTICALLY 2x4 BLOCKING, TYPICAL CEMENT PLASTER 'J' MOLD — A35 CLIP, TYPICAL 1" CHAMFER --� ENDS, TYPICAL 6x6 CORBEL ENDS WITH 1" CHAMFER ENDS E o_ 5/8"0 S.S. LL THREAD SIMPSON SE IN EPDXY r SCALE: V - 1'-0" = :3 Z a SEALANT AND BACKER ROD, COLOR TO MATCH PLASTER, TYP. 0 r w CEMENT PLASTER 'J' MOLD oQ U� U 4 TYPICAL GABLE END CORBEL DETAIL 1 /2"0 LAG SCREW w/ 4" MIN. EMBED. 1 A-301 3 4'-6" IDGE 2t� 0=3 - - - vT 0. RIDGE 26"Wx 3 VENT LOUVERS 10 1/2" PITCH WITH BIRD SCREEN BY MID AMERICAN SIDING COMPONENTS OR EQUIVALENT COLOR SVELTE SAGE SW6164 2x8 WOOD FASCIA +' 0" 0�OP — — + 8-2" -T.O. DASHED LINE INDICATES — OUTLINE OF FUTURE ROLL -UP DOOR LOCATION + 3'-4" _ 0. TRIM + O a '-" O- F.F. WEST ELEVATION t 2441-6" WT0.R16GF�- 0 DASHED LINE INDICATES NEW WALL MOUNTED MECHANICAL UNIT LOCATION 90' PVC ELL DIRECTED EAST AIR OUTLET "CHIMNEY" 20 3" FIBERGLASS SHINGLES + 12'50'— — — �' I O i' EF. 2, LOUVER X. 2xB WOOD FASCIA I / I.. . +8'-0�" w13DOW 24% 56" FADE PROOF j EXTERIOR VINYL ATLANTIC SHUTTER, INSTALL PER MUFFLER EXHAUST MANUF. INST. DECORATIVE C`I II ITTr-r)C` nn rn1 n\/Ai CnIT .. r2-` NORTH ELEVATION �� A-301 AD32 SCALE: 1' = 1'-0" A-301 w o� �x 0 o �N �E �a L w 4 O C /Z\ L 09/25/09 RECORD DRAWING �- 1 6-15-2007 CONFORMED SET o REV DATE DESCRIPTION W I_ 1 00 VERIFY SCALES DESIGNED BY PROJECT ARCHITECT - PM - - - - PETE MOGENSEN BAR IS ONE INCH DRAWN BY REG NUMBER EXP C ON ORIGINAL DRAWING CJH C7915 CHECKED BY PROJECT NUMBER MPR IF NOT ONE INCH ON PM 16642.00 PM THIS SHEET, ADJUST DATE CADD STANDARDS SCALES ACCORDINGLY APPR 04-27-07 BOYLE 2 I 3 M cEN�TF�� Q �2 04-30-09 * No. C 7915 !l Y 4�3Q �Q qJf OF C A00�� 4 130VLLM a o 0 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 WWW.BOYLEENGINEERING.COM 7 90° PVC ELL AIR OUTLET "CHIMNEY" 24"x 56" FADE PROOF EXTERIOR VINYL ATLANTIC SHUTTER, INSTALL PER MANUF. INST. DECORATIVE SHUTTERS OR EQUIVALENT COLOR TAN BARK SW6061 SCALE: 1 /4" = 1' - 0" 26"Wx 39"H PEAKED GABLE VENT LOUVERS 10 1 /2" PITCH WITH BIRD SCREEN BY MID AMERICAN SIDING COMPONENTS OR EQUIVALENT COLOR SVELTE SAGE SW6061 ROOF ACCESS 14 HATCH DETAIL 5-103 AERATOR AIR INTAKE "CHIMNEY" 20'-8" f T.O. RI 6x6 CORBEL END — SEE DETAIL 4/A-301, TYPICAL 15'9" f —� I—G --2x8 WOOD FASCIA COLOR TAN BARK SW6061 0 — FIBERGLASS SHINGLES _ 20'-8" —f 0. I G —INSULATED WALL THIMBLE AS MANUFACTURED BY DME, 14001 MARQUARTT, SANTE FE SPRINGS, CALIFORNIA. PART #WRT-060OP-10 (FOR 6" PIPE x WALL THICKNESS) —2x8 WOOD FASCIA COLOR TAN BARK SW6061 — MUFFLER EXHAUST _ 8'-2" + T.O. L UV R — PLASTER FINISH, MEDIUM DASH. COLOR SOUTHERN MOSS —REMOVABLE RADIATOR LOUVER COLOR SVELTE SAGE SW6164 O' 0" + F.F ----T.O. 82+ T.O. LOUVER PLASTER FINISH, RECORD DRAWINGS MEDIUM DASH. THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES COLOR SOUTHERN CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE MOSS TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH AIR INTAKE LOUVER HAVE BEEN INCORPORATED INTO THIS DRAWING AS A COLOR SVELTE SAGE RESULT OF THE WORK BY OTHERS SW6164 — 0'_0" + PAINT SCHEDULE OBJECT PAINT SYSTEM WOOD TRIM SYSTEM 60 (TAN BARK SW6061 0) SHEET METAL SYSTEM 73 WOOD ROOF STRUCTURE SYSTEM 60 CONCRETE BLOCK SYSTEM 73 SCALE: 1 /4" = 1' — 0" SEE SPECIFICATIONS SECTION 099000 FOR FINISH SYSTEMS DRAWING SOUTH TAHOE PUBLIC UTILITY DISTRICT A-301 hafe4pnifed 41can limn by SOMAM, Inc. SHEET ARCHITECTURE. ENGINEERING- INTERIOR DESIGN SOUTH UPPER TRUCKEE WELL NO, 3 11 6011 Fresno sane 130 — Fresno, California 930 s mEXTERIOR ELEVATIONS OF 48 R Phone (559)436-0881 Foxx (559) 438-0887 E—Moil; design ®soam.com SHEETS 6 7 8 IC C Bf 0 1 2 3 4 5 6 7 8 J �❑IIIIIIII 10■ Iwo III i c 5 A-401 6 A-401 rA 8 1 Y o J 22 09/25/09 RECORD DRAWING 6-15-2007 REV DATE I 1 1 CONFORMED SET DESCRIPTION 3 A-401 - - T.O. RIDGE 7 . 8" - T�O. RIDGE 1t�5 -9 - T.O. RIDGE + 12' 0" q' .U.F'. " + 88'-2" — 0?.O. FRAME ROLL UP DOOR + .& T + F. F — OF. IMMWAMMMMME IM_AMMMM WEST ELEVATION 24'-6" .0. RIDGE AERATOR AIRS INTAKE "CHIMNEY" 2x8 WOOD FAIR :f;j, 159 — — T.O. RIDGE FIBERGLASS SHINGLES 6x6 CANOPY -� CORBEL END + 8'-2" AME-HOLLOW METAL DOOR AND FRAME, SEE SPEC SECT. 08110 + 3'-4" __ 0. TRIM SPLIT FACE CONCRETE BLOCK + 0' 0" _ __ 6x6 ENTRY CORBEL END - SEE DETAIL 3/A-301 COLOR TAN BARK SW6061 WALL MOUNTED ANTIQUE STREET LAMPS MODEL T25/BK-M50/120 W/ BRACKET MODEL AWB-CA/BK SCALE: 1 4 = V 0 26"Wx 39"H PEAKED GABLE VENT LOUVERS 10 1 /2" PITCH WITH BIRD SCREEN BY MID AMERICAN SIDING COMPONENTS OR EQUIVALENT 6x6 CORBEL END - SEE 12 DETAIL 4/A-301, TYPICAL 18 A 00 ('4� SOUTH ELEVATION A-401 VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING I IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY PM PROJECT ARCHITECT PETE MOGENEXP Ns�� AR�Hi Q 2 N0. c 79)5 �<1 o°' ft9JF 4_30 OF Ck"O DRAWN BY REG NUMBER DATE C7915 04-30-09 CHECKED BY PM PROJECT NUMBER 16642.00 MPR PM DATE 04-27-07 CADD STANDARDS BOYLE APPR 3 4 WALL MOUNTED ANTIQUE STREET LAMPS MODEL T25/BK-M50/120 W/ BRACKET MODEL AWB-CA/BK O O O 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 WWW.BOYLEENGINEERING.COM /III I 1 1 14 M CT, PROVIDE 12" HIGHx 36" WIDE ACRYLIC SIGN WITH ADDRESS IN 8" HIGH NUMERALS OF CONTRASTING COLOR, COLOR AS SELECTED BY "STPUD" 20'3" f �.0. R— FIBERGLASS SHINGLES AERATOR AIR INTAKE "CHIMNEY" ROOF ACCESS HATCH SEE DETAIL 14/S-103 - FIBERGLASS SHINGLES 2x8 WOOD FASCIA COLOR TAN BARK SW6061 -PLASTER FINISH, MEDIUM DASH. COLOR AS SELECTED BY "STPUD" _ 8'-0" + T.O. WINDOWP -24"x 56" FADE PROOF EXTERIOR VINYL ATLANTIC SHUTTER, INSTALL PER MANUF. INST. DECORATIVE SHUTTERS OR EQUIVALENT COLOR TAN BARK SW6061 SPLIT FACE CONCRETE BLOCK F.F. of WALL MOUNTED ANTIQUE STREET LAMPS MODEL T25/BK-M50/120 W/ BRACKET MODEL AWB-CA/BK PLASTER FINISH, MEDIUM DASH. COLOR SOUTHERN MOSS RECORD DRAWINGS THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 0 -011 + HAVE BEEN INCORPORATED INTO THIS DRAWING AS A F. F 'r RESULT OF THE WORK BY OTHERS A PAINT SCHEDULE OBJECT PAINT SYSTEM WOOD TRIM SYSTEM 60 (TAN BARK SW6061) SHEET METAL SYSTEM 73 WOOD ROOF STRUCTURE SYSTEM 60 CONCRETE BLOCK SYSTEM 73 MIL. I / `r — I — v SEE SPECIFICATIONS SECTION 099000 FOR FINISH SYSTEMS DRAWING SOUTH TAHOE PUBLIC UTILITY DISTRICT A-401 SHEET by SOMAM, Inc. ARCHITECTURE • ENGINEERING- INTERIOR DESIGN SOUTH UPPER T R U C KE E WELL NO. 3 12 6011 N. Fresno St., s9i<e 130 — Fresno, Cali930 s EXTERIOR ELEVATIONS Phone (559)438-0881 Fax (559) 436-0887 E—Mail: l: de designOsomam.com OF 48 SHEETS 6 7 8 CD 00 CD 0 0 co 0 0 N w C' a 0 J a- -3a U o Q� Ln U U +N' CD0- CD 0- z� Q 0 o� �Cn O U w m o c� Q i� o Q:� o x 0 0 0 N � E c a o� =� w c) 0 0 =o N =� 0 � U Q 1 2 3 4 5 6 7 8 MATERIALS LIST O1 10" DISCHARGE PUMP SURFACE PLATE PER PUMP MFR O2 10"x 10"x 3" WSP TEE ---------------------------------------------------- —-------------- —--��I----------------�,-- PRESSURE GAUGE (0-60psi) AND PRESSURE SWITCH I 12„ c-506 - - 4'-2» 2'-6" MIN _ �� _ _ ®3„ WSP TEE j 29 30 2" TYPE 200 BALL VALVE W/2" GALV STEEL NIPPLE EACH SIDE 14 O D 3 -- ------ ------ --- ---------------------------------------- �----------- ------------------------- --I----------- „ I \ ii---- ---- �� I © TYPE 1207 AIR/VACUUM VALVE W/GALV PIPE AND FITTINGS ® OUTLET 13 2 ° 14 7 NC 2 0 SAMPLING TAP C-50s >> O — — — — — — — — --� — ® SAND SAMPLER, ROSCOE MOSS, ROSSUM, OR EQUAL o ________________�� ____�\ o I / I NO I 0 10" DUAL SOLENOID CONTROL GLOBE PATTERN CONTROL VALVE, TYPE 1315, SEE SPEC I —, 17 I I SECTION 400570 qI 7 y---------- ----- -- — — — — ---— — — — — — — — — — — — — — — — II 19 8 4 4 NO 23 15 -I -4 l 10 10" WSP SPOOL, FLG x GROOVED END 22 22 NO i I 11 10" GROOVED END COUPLING FLOOR DRAIN, I 0 7 25 I „ �� 25 I I 1 EPVC CHEM FEED, � SEE DWG C-105MF SEE DWG C-103 — — — — — I 12 10" MAG FLOWMETER, SIEMENS FM MAGMETER MAG 5100W W/MAGFLOW MAG 5000 �i FOR CONTINUATION I I I TRANSMITTER jl I I „ I I 13 10 WSP SPECIAL, FLG x FLG x FLG I II I 14 1" THREADOLET W/PLUG ROTATED DOWN 45° FROM HORIZONTAL 15 10" WSP SPECIAL, 10" FLG x 8" GRV x 8" GRV C C I I I I I I 16 10" WSP SPECIAL WITH SHORT RADIUS 90° ELL, FLG x GRV it I I 0 17 10" TYPE 200 BFV SEE DWG C-502 FOR CONTINUATION 18 10" WSP SPECIAL W/LONG RADIUS 90° ELL, GROOVED x FLG DISCHARGE PIPING PLAN 19 3" TYPE 100 THREADED GATE VALVE W/ BRASS PLUG OZ , - SCALE.. 1 /2 =1 -0» 20 SODIUM HYPOCHLORITE INJECTION TAP 2 21 8% 8% 10" WSP BULL HEAD TEE �05 22 8" WSP SPOOL, FLG x GROOVED END a 19'-1, 4" 23 8" GROOVED COUPLING a - - 3 6 24 8" TYPE 200 BFV a 5 25 8" WSP SPECIAL, FLG x FLG B 4 4 9 2" THREADOLET 26 1" THREADOLET W/ TYPE 300 BALL VALVE B 2 10 P 10 12 13 27 10" x 6" WSP REDUCER, FLGx FLG 1 16 28 3" NPTx 2" NPT REDUCER 0- — — -0 — 29 1Y' THREADOLET W/ 1Y' METAL SAMPLES (PHONE (256) 358-4202) MODEL LP17-02-10-100-000 PLUG AND (3) MODEL EL584192800100 CDA 110 S/O 95004 7 8 = 20 - 7 14 = COPPER PROBES EL=6403.25 = 26 = 17 = 30 1Y' THREADOLET W/ 1Y' METAL SAMPLES (PHONE (256) 358-4202) MODEL LP17-02-10-100-000 PLUG AND (3) MODEL EL5582152800100 SN5/P695 S/O 95005 ° 18 LEAD -TIN PROBES I I I FF EL=6401.75 zi zi 4 ZI 4 3 ADJUSTABLE 4" SS FUNNEL DRAIN, 2 PLACES c-5os PIPE SUPPORT LOCATED BELOW SAND TYP 4 SLAB SAMPLER AND AIR/VACUUM c-5os PENETRATION ® INV EL=6399.0f VALVE, SEE DWG C-105 EXTEND TO 18" ABOVE FLOOR. A PROVIDE SS SCREEN AT EL=6397.75 TO BOOSTER PUMP RECORD DRAWINGS A _ DISCHARGE END (AERATOR BYPASS) THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEERHAS SECTION /q ACCURACY OF THIS INFOR ATIONCAND WILLO NOTRBED THE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH SCALE: 1 /2" =1 '-0" - HAVE BEEN INCORPORATED INTO THIS DRAWING AS A RESULT OF THE WORK BY OTHERS Dec-09 ZL VERIFY SCALES DESIGNED BY RKB PROJECT ENGINEER MARK P. REITZ Q�0 PES �� l a SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © BAR IS ONE INCH �O ��F2c SOUTH UPPER TRUCKEE WELL N0.3 - C 501 0 DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DLR C28196 3/31 /08 - m 0 SHEET � Na.C28196 z G�OGV7GGL�OGI7C� C��OLL�t OOGV7 22 ZL CHECKED BY PROJECT NUMBER 09/25/09 RECORD DRAWING MPR IF NOT ONE INCH ON MPR 16642.00-0001 * Exp.03/31/08 yt Q' TqT 1360 E. Spruce Avenue Suite 101 P Fresno, California 93720 559-448-8222 WELL DISCHARGE PIPING OF 48 SHEETS 02 THIS SHEET, ADJUST SCALES ACCORDINGLY c � � � � �\ Fop CAV�F� WWW.BOYLEENGINEERING.COM DETAILS DATE Jul-07 CADD STANDARDS BOYLE REV DATE DESCRIPTION APPR 1 1 2 3 4 5 6 8 CD 00 0 co CD 0 0 N W Q U I a :Q 0 J 3 -a U N O U LC) I I U +N_' z� Q I � o =D 0 0, U W m o� Q �Ld o>< oX 0 0 N � E co � a o� =� W Co =o � N =� 0 � U Q 00 1 2 3 4 5 6 7 8 MATERIALS LIST � I I LOWRY SYSTEMS D886 DEEP BUBBLE AERATOR, SEE SPEC SECTION 444215 AND NOTE 1. / I I O2 BLOWER DISCHARGE PIPING TO BE PREFABRICATED BY AERATOR MFR I I I O3 25 HP CENTRIFUGAL BLOWERS (SUPPLIED WITH AERATORS) J 12 z Z BLOWER SILENCERS (SUPPLIED WITH AERATORS) 10 11 10 D 5 I O5 BLOWER FILTERS (SUPPLIED WITH AERATORS) I D — — © 12" PVC PIPE I 6 I I I 7 6 8 7 O7 12' PVC 90° ELL ° ° ° ° ° I 5 ° ° ® 12% 12% 14" PVC TEE RECORD D RAW I N G S ° — — ° 0 o Q THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES o o o o O9 14" PVC PIPE CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE ° ° I / TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE / BASIS OF INFORMATION COMPILED AND FURNISHED BY 9 I I / 10 10 PVC PIPE OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE / ACCURACY OF THIS INFORMATION AND WILL NOT BE / 11 10" x 10" x 14" PVC TEE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING AS A —SEE NOTE 3 4 RESULT OF THE WORK BY OTHERS 12 10" PVC 90° ELL �� I 4 I 3 / I 13 12" x 8" WSP 90° REDUCING ELL WIT TYPE 200 BFV I a e e a 14 12" FLG x GROOVED WSP SPOOL /I a a a 15 12" GROOVED x GROOVED WSP W/8" NOZZLE & 8" TYPE 200 BFV I I °° / 16 12" GROOVED x FLANGED WSP W/10" NOZZLE C Q 17 12" GROOVED END COUPLING C C? 18 10" TYPE 200 BFV O 1" THREADOLET W/ TYPE 300 BALL VALVE NOTES: I / I 1. DEEP BUBBLE AERATION SYSTEM TO INCLUDE CENTRIFUGAL j 13 14 15 BLOWERS W/SILENCERS, FILTERS AND PRE -FABRICATED / A I I _ _ _ _ _ _ BLOWER DISCHARGE PIPING. 2. CONSTRUCT BLOWER INLET AND AERATOR EXHAUST DUCTS CONFORMING OF PVC PLASTIC TO AST. PVC DUCT, D178TO AERATOR PIPING PLAN 'I FITTINGS AND TOLERANCES SHALL CONFORM THE SCALE. 1 /2„ =1 -0 REQUIREMENTS OF THE SMACNA THERMOPLASTIC - FROM INLET CONSTRUCTION MANUAL. CHIMNEY SEE NOTE 3 AIR DUCT K4 3. SLOPE AERATOR EXHAUST DUCT UPWARD I"/FT FROM c-5�o PIPE HANGER AERATOR UNITS TO EXHAUST CHIMNEY. TER 10 11 6 8 6 YP B 7 7 B 12 EL 6412.Of TO EXHAUST 10 12 CHIMNEY 6 2 1 I 2 I 2 10 0 0 0 0 10 0 0 3 I 3 I 19 15 ® 13 14 17 15 17 16 ® 1 �� 1 EL 6403.75 EL 6403.75 — — —o7 T — p p FF EL 6401.75 p 18 4 p p Q p 4 dt F I FF EL 6401.75 d d 4 4 4 d d d QQ 4- d d 4- 4 rTsADJUSTABLE 4 SLAB C-506 PIPE SUPPORT SECTION A c-5os PENETRATION SECTION B TYP EL 6397.75 SCALE: 1 /2" =1'-0" - SCALE: 1 /2" =1'-0" - Dec-09 8 VERIFY SCALES DESIGNED BY RKB MARK P. REITZ PROJECT ENGINEER ROFESS/ e °Nq SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING BAR IS ONE INCH P. RFC l F SOUTH UPPER TRUCKEE WELL NO. 3 C-502 DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DLR C28196 3/31 /08 z ® SHEET w No.C28196 "' Q o o 23 A CHECKED BY PROJECT NUMBER 09 25 09 � � RECORD DRAWING MPR IF NOT ONE INCH ON MPR 16642.00-0001 Exp.03/31/08 * * s � ��TF 1360 E. Spruce Avenue Suite 101 p Fresno, California 93720 559-448-8222 AERATOR PIPING DETAILS OF 48 SHEETS 0 SCALES ATHIS CCORDINGLY ��` F��\ WWW . B OY L E E N G I N E E R I N G. C O M ZL DATE Jul-07 CADD STANDARDS BOYLE REV DATE DESCRIPTION APPR 11 2 3 4 5 6 8 0 00 0 0 co 0 0 0 N w C' a J _ N U 7 O L ,, w o w 0 5) o U w m 3 -a U CD QI o U Ln U +N' CnElf CD 0- z� Q 0 I� o� �Cn O U w m � I p U Q `- w o Q:� o x 0 0 0 N � E c a � N o� =� w c) 0 0 =o N =� 0 � U Q c� L-j 00 1 2 3 4 5 6 7 8 I MATERIALS LIST PRESSURE 2 TRANSMITTER N-501 y1 2" SAMPLING TAP 2 RECORD DRAWINGS MOUNTING �11 THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES 1'-6" y 12" WSP SPECIAL, FLG x GRV CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY 6 14 13 11 4 5 y 12 WSP SPOOL, FLG x GROOVED END OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE 3 ACCURACY OF THIS INFORMATION AND WILL NOT BE 22 " RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH NO ®12 GROOVED END COUPLING HAVE BEEN INCORPORATED INTO THIS DRAWING AS A 2 1 EPVC CHEM FEED, 1 RESULT OF THE WORK BY OTHERS D ------1------ — — —L _ _ SEE DWG C-103 y5 PRESSURE SWITCH c-5os p — FOR CONTINUATION y 1 THREADOLET W/ BRASS PLUG ROTATED DOWN 45 FROM HORIZONTAL _ _ _ _ _ _ _ _ _ _ ` 26 15 15 0- , , y 12" x6" FLEXIBLE ECCENTRIC REDUCER (BOTTOM TO SLOPE UP), PROCO SERIES RE OR EQUAL 16 22 10 25 y� �\ I A I 27 1 6 23 24 6 \' 8 HORIZONTAL SPLIT CASE PUMP PER SPEC SECTION 432111 ------------------------------------------ �l \ �� i �� y9 5"x 10" FLEXIBLE CONCENTRIC REDUCER, PROCO SERIES RC OR EQUAL ��---------------------------- _ --_ I — 1 \ I 1" EPVC H SAMPLE —I— _ 10 2" TYPE 1203 AIR VACUUM VALVE W GALV PIPE AND FITTINGS @OUTLET LINE SEEDWGC-103-----��L—J��--- O / / I � I 1 1" PLANT SERVICE WATER FOR CONTINUATION PRESSURE GAUGE AND PRESSURE SWITCH I TO BF PREVENTER, I c-5os I I I I I SEE DWG C-103 i 12 2" TYPE 300 BALL VALVE I I I FOR CONTINUATION I 13 10" TYPE 790 SILENT GLOBE CHECK VALVE 3" WSP SURGE ANTICIPATOR 14 PRESSURE GAUGE (0-150psi) AND TRANSMITTER 1 DISCHARGE TO WELL CASING, SEE c-5os DWG C-105 FOR CONTINUATION 15 10" WSP SPOOL, FLG x GROOVED END 16 10" GROOVED COUPLING DISCHARGE PIPING PLAN 17 10" MAG FLOWMETER, SIEMENS FM MAGMETER MAG 510OW W/MAGFLOW MAG 5000 TRANSMITTER C SCALE: 1 /2" =1'-O" - 18 10" WSP SPOOL, FLGx FLG N 0 19 10" TYPE 200 BFV a 20 1" THREADOLET W/ TYPE 300 BALL VALVE 21' 21 10" WSP SPECIAL, FLG x GRV ° 2'-6" 4'-2" 14 TRANSMITTER 22 1" THREADOLET W/1" BALL VALVE 10 10 23 1X2' THREADOLET W/ 1X" METAL SAMPLES (PHONE (256) 358-4202) MODEL LP 17-02-10-100-000 PLUG AND (3) MODEL EL584192800100 CDA 110 S/O 95004 COPPER E] a 12 12 PROBES 11 17 g ® 1Y2' THREADOLET W/ 1X" METAL SAMPLES (PHONE (256) 358-4202) MODEL E] ° LP 17-02-10-100-000 PLUG AND (3) MODEL EL5582152800100 SN5/P695 S/O 95005 27 21 1 6 23 4 13 El 7 LEAD —TIN PROBES 22 NO 2 ° 25 SODIUM HYPOCHLORITE INJECTION TAP (BY OTHERS) — — — — EL=_6403.75f C-505 B � 26 2" TYPE 230 LUG STYLE BFV B ° 1" CU - - 22 - = = � 19 20 18 6 27 2 TYPE 1321 ANGLE SURGE ANTICIPATING VALVE W/ 2 x3„ CONCENTRIC REDUCER ° 6 ° a FF EL=6401.75t NOTE: TO AVOID INTERFERENCE BETWEEN BFV ACTUATOR AND SURGE ANTICIPATING VALVE, USE a° HANDWHEEL ACTUATOR ON BFV. ° TO 1Y" NON— 20 BACKFLOW 3 PREVENTORS EL=6398.25 ADJUSTABLE SHRINK GROUT c-5os PIPE SUPPORT TO EL=6397.75 TYP EQUIPMENT 3 WELL PAD c-5os CASING SLAB 4 PENETRATION C-506 TRACER WIRE FROM TYP DOWN STREAM PVC PIPE, SEE DWG C-103 TO DISTRIBUTION EL=6395.50 SYSTEM A A SECTION A SCALE: 1 /2" =1'-O" - Dec-09 y VERIFY SCALES DESIGNED BY RKB PROJECT ENGINEER MARK P. REITZ Q�0 PES �� l a SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © BAR IS ONE INCH �O �P� ��F2c SOUTH UPPER TRUCKEE WELL N0.3 — C 503 0 DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING DLR C28196 3/31 /08 �Q -m 0 SHEET 1 1 Ual- No. m G�OGV7GGL�OGI7C� C��OLL�7 OOGV7 24 0 CHECKED BY PROJECT NUMBER 09/25/09 RECORD DRAWING MPR IF NOT ONE INCH ON MPR 16642.00-0001 * Exp.03/31/08 yt �, Q' \ TqT 1360 E. Spruce Avenue Suite 101 P Fresno, California 93720 559-448-8222 BOOSTER PUMP PIPING OF 48 SHEETS THIS SHEET, ADJUST SCALES ACCORDINGLY c F C� Fpp CA1-�F� WWW.BOYLEENGINEERING.COM PLAN & SECTION DATE Jul-07 CADD STANDARDS BOYLE REV DATE DESCRIPTION APPR 1 2 3 4 5 6 8 0 Ln 00 0 0 0 Ln 0 0 N w Q' U 0 :o N J N a- 2,) U W� C/-), � N 3 Ln o LnL O U o� O C U CD w zm Q 0 7) 0 Cn of U w m o� Q `- w CS Q:� o x 0 0 0 1 2 3 4 5 6 7 8 INLET - 3/4" NPT BALL VALVE INSULATING GASKET REDUCED PRESSURE TYPE FULL FACE "0" RING BACKFLOW PREVENTER, SEE SOLUTION TUBE ASSEMBLY INCLUDES SPEC SECTION 331220 BALL CHECK VALVE, SELF-SEALING INSULATING SLEEVE BALL VALVE TYPE 1 /3 D POPPET VALVE AND SST SAFETY D WYE STRAINER 300, TYP CHAIN, SEE SPEC SECTION 402713 INSULATING WASHER TUBING ADAPTER, WRAP �i EXPOSED TUBING W/ UNION, TYP INSULATION WRAP AND TAPE ELL, TYP 3/8 ID TUBING PER STEEL WASHER STEEL WASHER ADAPTER z x Q 3/4 SOLUTION TUBE SPEC SECTION 402713 COPPER PIPE, TYP GUN GRADE N FINISH FLOOR NIPPLE, TYP ELASTOMERIC SEALANT T27 a STEEL PIPE 1" EPVC W/12D NOTES: _< SELF SEALING E-Z SWEEP ELBOWS 1. PLACE NON -INSULATED SIDE OF BOLT TOWARD VALVE ' `III=1 I —I I —I I —I I —I I —III —I 1-1 I I —III —III —III —I I 1=1 I I -- I RELEASE COUPLING FINISH FLOOR -I I- I - 11- III -I 11-1 I I —I I —I I —I I' —� I I' FROM SUPPLY LINEiI_ 2. DO NOT APPLY METALLIC OR OTHER NON -INSULATING lil PAINTS TO INSULATING PARTS OR FLANGES I—,,III-III I I -I I I 11= 3. INSULATING SLEEVE TO BE 1 /64' SHORTER THAN DISTANCE THRUST BLOCK, TYP NOTES: 2'—0" MIN _ - I BETWEEN STEEL WASHERS WHEN BOLT IS FULLY TIGHTENED FOR CONTINUATION TO MAIN LINE 1. REFER TO SITE PIPING DWGS FOR "D" BUILDING MECHANICAL 4. WRAP JOINT IN WAX TAPE AND POLYETHYLENE SHEET C ROOM, SEE DWG C-103 ENCASEMENT IN ACCORDANCE WITH SECTION 009754 � • 2. SOLUTION DIFFUSER CONNECTION SHOWN HORIZONTAL FOR RECORD DRAWINGS WRAP BELOW GROUND COPPER PIPE W SYSTEM SECTION 099000. CLARITY. INSTALL AT 45° DOWN FROM VERTICAL THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE 3. STEEL DISCHARGE PIPE SHOWN ROTATED FOR CLARITY TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY INSULATED FLANGE 4 OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE SCALE: NONE - BAC K F L OW PREVENTER CHEMICAL FEED C O N KrT I O N 2 RESPONSIBLE FOR ANY ERRORS OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIHI S DRAWING AS A RESULT OF THE WORK BY OTHERS NOT TO SCALE - NOT TO SCALE BY OTHERS PIPE SUPPORT GRINELL FIG 103 2-INCH MORRISON BROS PLUG, FIG 678XA, OR EQUAL 4" WSP &FITTINGS SS MESH SCREEN WALL 9-INCH MORRISON BROS HEAT TRACING SEE SPEC 404113 10" AIR GAP (MIN) WATERTIGHT MANHOLE, FIG 519, OR EQUAL B 1 /2" SST STUD TYPE EXPANSION RIM OF BOX B WEDGE ANCHORS 12" ABOVE GRADE FF EL=6401.75f 2'x2' PRECAST CONIC BOX FG=6395.5f a a a 2" A53, GRADE B a W/ EXTENSIONS AND Q a 0.154' WALL STEEL PIPE GALV STEEL COVER PLATE a NEOPRENE SPACER 3/4 a =IIIIII—III ° [ILI1 III III III- f 1 /4 BLOCK 2'x2'x4' THK d 1 � CONIC PAD CI CUT 8 HOLE IN PLATE 1 4 / a PIPE a IE=6394.6f LINK CENTERED BELOW PIPE OUTLET f SEALCD a a 4„0 _ 6" PVC TO TRANSITION COUPLING a a _ a a - SEWER - 0.25 A36, GRADE B STEEL PLATE a a° III=III=III= \� INSTALL EXISTING WELL CASING 4' PVC FROM I I I I = P-TRAP 4"x6" PVC 3/4" 3/4" BUILDING DRAINS. � ;I � � �I � � �I � � �I REPLACE EXIST 6" ADAPTER PVC W/ 4' PVC SS MESH SCREEN 99 PLACE CONCRETE COLLAR 6 a PVC WSP TYP A GALV STEEL STRAP, 6" THICK COMP. NATIVE SOIL, AVIL FIG. 262, 95% RELATIVE COMPACTION NOTES: B-LINE B3188 OR EQUAL SEWER AIR BOX 1. EXPOSE BURIED WELL FEATURES TO A DEPTH OF 4' BELOW A —GAP A EXISTING GRADE AND NOTIFY OWNER'S REPRESENTATIVE. DO A STEEL STRAP PIPE SUPPORT 5 SCALE: NTS - ITH WELL ODIFICATIONS UNTIL AUTHORIZED BYTOWNOCEED ER S REPRESENTATIVE. NOT TO SCALE - NOTE: SOUTH UPPER TRUCKEE WELL NO. 1 B 1. FIELD VERIFY DEPTH OF EXISTING SEWER LINE. BOTTOM OF CONCRETE BOX SHALL MATCH INVERT SCALE: 1"-1'-0" - ELEVATION AND SLOPE OF SEWER PIPE. 2. COAT EXPOSED PIPING PER SPEC 099000, SYSTEM 15. Dec-09 ZL VERIFY SCALES DESIGNED BY PROJECT ENGINEER a SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © RKB MARK P. REITZ �O Q�0 PES �� l SOUTH UPPER TRUCKEE WELL N0.3 - C 505 ZL DRAWN BY DLR REG NUMBER EXP DATE C28196 3/31 /08 BAR IS ONE INCH ON ORIGINAL DRAWING ��Pe' ��F2c - SHEET Na. C28196 m G�OGV7GGL�OGI7C� C��OLL�t OOGV7 CHECKED BY PROJECT NUMBER 09/25/09 RECORD DRAWING MPR IF NOT ONE INCH ON MPR 16642.00-0001 /31/0 8 * Exp.0331/0yt s� �Q 1360 E. S ruce Avenue Suite 101 Fresno, California 93720 559-448-8222 MISCELLANEOUS DETAILS OF 48 SHEETS THIS SHEET, ADJUST SCALES ACCORDINGLY 9T c / V \ �� Fop CA" � WWW.BOYLEENGINEERING.00M DATE Jul-07 CADD STANDARDS BOYLE REV DATE DESCRIPTION APPR 11 2 3 4 7 5 6 8 CD 00 0 0 co 0 0 N E 0 .a W U 0 J Q' U NI N 7 E N r N U. O� O U � QI r!) U Q o n, oL cf) � CD zm Q 0 7) 0 cn of U W m o� Q r' W o Q:� o x 0 0 0 N � E co a N o� =� 0- W 0 0 =o � N =� 0 � U io 1 2 3 4 5 6 7 8 INSTRUMENT SOCIETY OF AMERICA TABLE INSTRUMENT LINE SYMBOLS VALVES & GATES IDENTIFICATION LETTERS PRIMARY PROCESS FLOW BUTTERFLY MOTOR OPERATED BUTTERFLY FIRST -LETTER SUCCEEDING -LETTERS ¢7 —p�-I— MEASURED OR READOUT OR OUTPUT SECONDARY PROCESS FLOW, —D� GATE PRESSURE REDUCING REGULATOR CONNECTION TO PROCESS INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER FLOW MECHANICAL LINK KNIFE GATE S D A ANALYSIS ALARM OR INSTRUMENT SUPPLY 4 I SWING CHECK SOLENOID CONTROL D B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE S PNEUMATIC SIGNAL OR BALL C CONDUCTIVITY CONTROL UNDEFINED SIGNAL FOR 3—WAY SOLENOID D USER'S CHOICE DIFFERENTIAL PROCESS FLOW DIAGRAMS 04— GLOBE E VOLTAGE SENSOR (PRIMARY --jQNEEDLE VALVE ELEMENT) CAPILLARY TUBING DIAPHRAGM F FLOW RATE RATIO (FRACTION) (FILLED SYSTEM) 81— PINCH VALVE G USER'S CHOICE GLASS, - — — — — — — — _ PLUG ELECTRIC SIGNAL (DISCRETE) � DIAPHRAGM ACTUATED VIEWING DEVICE H HAND HIGH —��--ECCENTRIC PLUG CURRENT ELECTRICAL INDICATE - — — - A - — — - ELECTRIC SIGNAL (ANALOG) PRESSURE RELIEF J POWER SCAN LUBRICATED PLUG K TIME, TIME SCHEDULE TIME RATE OF CONTROL STATION DATA COMMUNICATION 3—WAY GLOBE EDUCTOR CHANGE L LEVEL LIGHT LOW BALL CHECK M USER'S CHOICE MOMENTARY MIDDLE, BUILDING OR FACILITY BOUNDARY RECORD DRAWINGS INTERMEDIATE —�J— PRESSURE RELIEF VALLE N USER'S CHOICE PLC RTU INPUT USER'S CHOICE NORMAL (2) THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES — — — — - MULTI —CIRCUIT ELECTRIC SIGNALS CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE C TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE 0 USER'S CHOICE ORIFICE, RESTRICTION ( NUMBER OF SIGNALS ILLUSTRATED BASIS OF INFORMATION COMPILED AND FURNISHED BY P PRESSURE, VACUUM POINT (TEST) IN PARENTHESIS) OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE CONNECTION ACCURACY OF THIS INFORMATION AND WILL NOT BE LOGICAL OR HARDWIRE SIGNAL NUMBER RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH Q QUANTITY INTEGRATE, TOTALIZE 25 01 (SHOWN SIGNAL "01" ORIGINATED HAVERESUBEENT OF INCORPORATHE WORKTEDONTO THIS DRAWING AS A R RADIATION RECORD IN DWG. 1-5) S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT LOGICAL OR HARDWIRE SIGNAL NUMBER 01 1-5 (SHOWN SIGNAL "01" SENT INSTRUMENT ABBREVIATIONS U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION TO DWG. 1-5) V VIBRATION, MECHANICAL VALVE,DAMPER AL ALARM OIC OPEN —INTERMEDIATE —CLOSED ANALYSIS LOUVER AC ALTERNATING CURRENT OSCA OPEN —STOP —CLOSE —AUTO W WEIGHT, FORCE WELL Al ANALOG INPUT OOR ON —OFF —REMOTE X UNCLASSIFIED X AXIS UNCLASSIFIED * UNCLASSIFIED * UNCLASSIFIED(*)AO ANALOG OUTPUT 0 OPEN Y EVENT, STATE OR Y AXIS RELAY, COMPUTE AM AUTO —MANUAL 00 ON —OFF PRESENCE CONVERT AMR AUTO —MANUAL —REMOTE OOA ON —OFF —AUTO Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, AVG AVERAGE ORO OFF —RESET —ON FIN CON ROLIFELDEMENTL ACTUATORS OR OPERATORS OC OPEN —CLOSE BW BACKWASH OSC OPEN —STOP —CLOSE 0 MOTOR CA COMMON ALARM OSCR OPEN —STOP —CLOSE —REMOTE OCA OPEN —CLOSE —AUTO C CLOSE B SD SOLENOID CCC CENTRAL CONTROL CENTER P/A PULSE TO ANALOG B INSTRUMENT IDENTIFICATION CID CONTROL PANEL PF PULSE FREQUENCY PD PULSE DURATION DC DIRECT CURRENT PID PROPORTIONAL —INTEGRAL —DERIVATIVE FIRST LETTER DI DISCRETE INPUT PS DC POWER SUPPLY SUCCEEDING LETTERS DO DISCRETE OUTPUT PC PROGRAMMABLE CONTROLLER PUMPS & COMPRESSORS PRIMARY ELEMENTS ETM ELAPSED TIME METER P&ID PROCESS & INSTRUMENTATION DIAGRAM FIT LOOP NO. MODIFIER (USED WITH TWO OR ILLUMINATED HANDSWITCH PRV PRESSURE RELIEF VALVE 01-0 MORE INSTRUMENTS HAVING THE SAME HA HAND —AUTO PRPRV PRESSURE REDUCING —PRESSURE FUNCTIONAL LOOP IDENTIFICATION) CENTRIFUGAL PUMP ULTRASONIC LEVEL SENSOR HOA HAND —OFF —AUTO RELIEF VALVE , /I\ LOOP N0. HLO HIGH —LOW —OFF _ PLC HIGH-LOWRTU REMOTE TERMINAL UNIT RIP REMOTE 1/0 PANEL (PROGRAMMABLE LOGIC CONTROLLER) FLOW TUBE HLOR HIGH —LOW —OFF —REMOTE VERTICAL TURBINE PUMP �► RSP REMOTE SET POINT FIELD MOUNTED INSTRUMENT SCS C C 1/0 INPUT/OUTPUT RL REMOTE LEVEL ® ANNUBAR ILL LOCAL LEVEL SCS SUPERVISORY CONTROL STATION (SUPERVISORY CONTROL STATION) ► ` COMPRESSOR OR LP LOCAL PRESSURE SS START —STOP REAR OF PANEL MOUNTED BLOWER PROPELLER METER LR LOCAL —REMOTE SP SET POINT A INSTRUMENT LOS LOCK —OUT —STOP TD TIME DELAY A O INTERLOCK LOR LOCAL —OFF —REMOTE ��M —► MAGNETIC FLOW METER LPU LINE PROTECTION UNIT TSP TWISTED SHIELDED PAIR FRONT OF PANEL MOUNTED LCP LOCAL CONTROL PANEL TURB TURBIDITY INSTRUMENT TPC TIME PROPORTIONAL CONTROL MCC MOTOR CONTROL CENTER TOT TOTALIZATION MCS MASTER CONTROL STATION TEMP TEMPERATURE MODEM MODULATE —DEMODULATE M3M4CA MODE3—MODE4—CLOSE—AUTO Dec-09 ZL VERIFY SCALES DESIGNED BY GY PROJECT ENGINEER GERARDO YNIGUEZ �� P C � � � � SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © BAR IS ONE INCH =2 �� F� Zf3C7%jLLw SOUTH UPPER TRUCKEE WELL N0. 3 N-001 DRAWN BY REG NUMBER EXP DATE ON ORIGINAL DRAWING GY E17017 9/30/07 or No. E17017 � SHEET * Exp. 9/30/07 _ G VG OGV7GGL OGI7C� L �OOGV7 �� ZL CHECKED BY PROJECT NUMBER 09 25 09 / / RECORD DRAWING MPR IF NOT ONE INCH ON MJ 16642.00-0001 9TF�fCTR1�P��P OF Opp\F 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 INSTRUMENTATION LEGEND AND SYMBOLS OF 48 SHEETS 2 DATE Jul-07 CADD STANDARDS BOYLE THIS SHEET, ADJUST SCALES ACCORDINGLY WWW.BOYLEENGINEERING.COM REV DATE DESCRIPTION APPR 11 2 3 4 5 6 8 1 2 3 4 5 6 7 8 7D CD 0 Ln 00 0 0 co 0 0 0 N U N0 21 .01 o w '' U� � a :Q O J O'cl- Q o L p z � / O C U U w Z M Q 0 7) 01 of U r_' w m � I Q U Q / Ld `- w o a:: o x 0 0 0 N cob co a � N o� =� 0- w c) 00 =o N 0 � U io 6w 00 NEMA 12 ENCLOSURE C RECORD DRAWINGS THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING AS A B RESULT OF THE WORK BY OTHERS 5) FINISH GRAD 1" GROUT 2" PIPE STAND (4) 1 /2" x 6" WEDGE ANCHOR 316 SST INSTRUMENT PIPE STAND MOUNTING _UORESCENT \MP 3-POINT LOCKABLE HANDLE DATA POCKET DC POWER SUPPLY CHART RECORDER CIRCUIT BREAKER & DUPLEX OUTLET HAND SWITCH (TYP OF 2) NAMEPLATE. SEE NOTE 1 FOR ENGRAVING (TYP.) LEVEL TRANSMITTER (TYP OF 2) PLASTIC WI R EWAY SIDE SUB -PANEL CONTINUOUS HINGE CONTROL PANEL - SUT LAYOUT SCALE: NONE `'`'''0r, PRF TRANS CONDUIT TO CONTR1 PANEL—S TO PLANT DISCHARGE 3—VAVVE MAN SST PIPE MOUNTING BRACKET 36" DRAIN/VENT PLUG -5/8" DIA x 5/16" ')16 SST U-BOLT IPE STAND. FOR DETAILS SEE @A PRESSURE TRANSMITTER MOUNTING SCALE: NONE - SCALE: NONE 09/25/09 DATE RECORD DRAWING DESCRIPTION MPR APPR VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY DESIGNED BY GY PROJECT ENGINEER GERARDO YNIGUEZ � /� /� DRAWN BY GY REG NUMBER EXP DATE E17017 9/30/05 CHECKED BY ES PROJECT NUMBER FR-S24-601-01 /� DATE Jul-07 CADD STANDARDS BOYLE REV 1 3 PUSH —TO —TEST LIGHT WITH WHITE LENS - DIGITAL INDICATOR (TYP OF 2) PID CONTROLLER (TYP OF 2) PUSH —TO —TEST LIGHT WITH RED LENS (TYP OF 9) FIELD TERMINALS 1 /8" SENSING PIPE FLOW (DIFFERENTIAL PRESSURE) SWITCH HIGH PORT ' DRAIN VALVE ' SST PIPE MOUNTING BRACKET CwD No. E17017 yt Exp. 9/30/07 F�FCTR \ 9Te OF CAQ\ 51 NOTES 1. NAMEPLATE ENGRAVING SCHEDULE: NOTE ENGRAVING O CONTROL PANEL - SUT O2 RTU FAI L O VALVE CONTROLLER O WELL LEVEL O STATE LINE TANKS LEVEL O VFD — OFF — SOFT START o BOOSTER PUMP VFD PID CONTROLLER LEVEL CONTROL RANGE 1 — 2 — 3 O9 PLANT MODE AERATION — BYPASS 10 CHART RECORDER 11 POWER AVAILABLE 12 BOOSTER PUMP MOTOR HIGH TEMP 13 BOOSTER PUMP HIGH PRESSURE 14 BOOSTER PUMP LOW PRESSURE 15 WELL HIGH DISCHARGE PRESSURE 16 NOT USED 1 NOT USED 18 BLOWER MOTOR #1 LOW AIR FLOW 19 BLOWER MOTOR #2 LOW AIR FLOW TO BLOWER DISCHARGE PIPE LOW PORT FLOW SWITCH MOUNTING SCALE: NONE MCI %JL 9F C��O�i t7CC�GL�OGV7C� C�� yyO 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 WWW.BOYLEENGINEERING.COM 5 2-5/8" DIA x 5/16" 316 SST U-BOLT PIPE STAND. FOR DETAILS SEE e 6 Pl SURF, PL CORD CONNECTOR: HUBBLE P/N SHC1009SS, no rni 1A1 (.ARI F (qFF NnTF 1) J—BOX UIT TO ROL _—SUT pit LEVEL TRANSMITTER AND WATER PROOF CABLE ASSEMBLY. SUSPEND 124 FT. BELOW WELL ROOM FLOOR. NOTE 1. PROVIDED WITH TRANSMITTER. LEVEL TRANSMITTER MOUNTING DETAIL SCALE. NONE LEVEL GASKET AERATION BASIN STANDPIPE AND FLANGE FLEXIBLE CONDUIT W/ MANUFACTURER CABLES ., CONTROL PANEL-SUT LEVEL TRANSMITTER MOUNTING DETAIL SCALE: NONE SOUTH TAHOE PUBLIC UTILITY DISTRICT SOUTH UPPER TRUCKEE WELL NO. 3 CONTROL PANEL LAYOUT AND INSTRUMENTATION DETAILS E: Dec-09 DRAWING N-501 SHEET 33 OF 48 SHEETS In C 0 0 00 0 0 co 0 0 N W UII -6 Q N U a 7 � N 2 n n Uj w co J � U H oQ:� �w o 0 U a W 0 �w Qm i w oQ:� 0x 0 0 0 N c0 o� 0� 0- W c) 00 =o N 0 Cn U i o 1 2 3 4 5 6 7 8 0 o \ ,\ CIA P 01 RECORD DRAWINGS \ THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIESN \ GROUND E-102 � f e CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE WELL E-501 TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE Q BASIS OF INFORMATION COMPILED AND FURNISHED BY #2/0 BC OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE ID `J 9 J `J � RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING AS A RESULT OF THE WORK BY OTHERS L— --� — — — M1 N101 P08 D1 N1 13 I 3/4'C—#8 BC ------ ��-- �' I I 3 4"C-8 BC �' �' / # D I #2/0 BC r --- ----I Al N121 D1 N121 � I I __� ______� T --- --- � 0 „ I P02 �' 3/4 C—#2/0 BC I I } ---------- �-----F , P03 D03a 0 TI___ - ------------ o�o I II LT-101 PSH-113 %�`� D 11 I I J FIT-325 �' r� / "' SV1, SV2---- ----------- --- -----— — — — — — — — — — — — I D81 I I A2N325 I G FIT-121 � I I I I c� 1 c� 1 I+ D02 \ D03b i P 10 P09 j I I I I I D 10 D09 y I I PIT-323 ATS—SUT ` PO4 D02a0 C T_P_ I T-D j C i t I I PSHL-315 I HH w D04b D04a II I I I � C..0 o I I P07 I O I I D07 II P06 II I I I D 1 N223 I I D 1 N213 I I/ P05 ° ° I I I � °° LSH-223 LSH-213 � I I � D05 i PSHL-301 j I FSL-221 FSL-211 V I I I D2N301 I I I � 1I. I I i v c� I Q > D16 I B I I LE-221 ( — I L 211 B I D83 -- I :A17 D17 I M1 N21 1 I I A2N321 � / I CE19 D51 c� M1 N221 D1 N221 I D63 — - — — — — — - I P21 I CONTROL I I -- D62 --- ---------�1 I —_,� PANEL—SUT PH ANALYZER I I — RTU SUT 1 — — — — —_ — —_ — _ �� _ _�`� _ (AIT-321 /AE-321) I o r IG G G G G G G G G G G G G G G G G G G G 0El I I I I I II I } I I PANEL LA— UTDISTR. XFMR—SUT D73 I I NOTES: j I 3/4' C—#2 BC D72 I PANIC STATION. A I I I I II A I I D71 �2 5'-0" TO CENTER CORROSIVE AREA I I OF METER SOCKET. PVC COATED CONDUITS I i ❑ Z I I I--------- -- ------------- _-----------1-------------- �� ; ELECTRICAL PLAN o 2 3 5 I I I I SCALE: 3/8" = 1' - SCALE IN FEET C) I I Dec-09 ZL VERIFY SCALES DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN �oQ NFLssT,�` SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © BAR IS ONE INCH ON ORIGINAL DRAWING Fy co SOUTH UPPER TRUCKEE WELL N0.3 E-104 0 DRAWN BY REG NUMBER EXP DATE DID E012845 9 30 08 / / aT 7 z ® SHEET 8, No. E 012845 m G VG OGV7GG�OGI7C� C� ��0� CHECKED BY PROJECT NUMBER39 09/25/09 RECORD DRAWING MPR IF NOT ONE INCH ON — 16642.00-0001 * Exp. 9/30/08 * s� F �. �Q' 9T 4FCTR\� E. Spruce Avenue Site 101 Fresno, California 93720 559-448-8222 Fresno, ELECTRICAL PLAN OF 48 SHEETS DATE Jul-07 CADD STANDARDS BOYLE THIS SHEET, ADJUST SCALES ACCORDINGLY pc�� FOF' CA WWW.BOYLEENGINEERING.COM 1 OF 2 REV DATE DESCRIPTION APPR 11 3 4 5 6 8 0 00 00 0 0 L0 0 0 N w Ln o� TCn w �Cn �m z I Q 0 oQ:� crL' 0 O U 0' W O Q:� U w Qm i� o� ox 0 0 0 N E co c0 o� =� w 00 =0 N =� 0 U i o 1 2 3 4 5 6 7 8 00 0 0 N INLET DAMPER `� TYP. C E TYP. SOLENOID (TYP.) A NP. li HOA LOCATED ADJACENT IRRIGATION CONTROLLER TO SOLENOID 1 /4 D 06 2 S----------��al��o----� 3 3 4-'-I- a I b aj I I ° 9 H 5 A TYP. a + II o 13 t �.P b - ----- ---- - -� S--- -- 17- ----------\,, I FIT-325 FITS 121 nI I I a EF I I I 1 2 + 16,18, b I 9 20,22, 6: 24 b O aI HH I II b II II jl a 3 4 a b II a Li Li C I C II M II II I b II b a b I 0 28 II S I 1,23 a P 13 I - �/4% I 25 8� a P 12 28F P20 10 r I b I 12 y4 CONTROL PANEL-SUT - I- T l 0 0 0 � II FROM P NEL-LA I � /PANEL LA-SUT RTU-SUT 120V E1EU / B / 0 ❑1 I PH ANALYZER MANUAL STARTER FAN MOTOR B 2 � EUH / (AIT-321 /AE-321) I FUTURE CEILIN�I _ 2 MOUNTED AIR ' EF-2 OUTLETI F DAMPER ACTUATOR M ----- I 14 HAN�C11� UNIT, i /�- NOTES: L_ - - _ _ - -�_ = = � I LOCATED ADJACENT _ S / I y I TO SOLENOID 1❑ SEE SHEET M1. FOR INLET DAMPER SOLENOID / FUTURE j S I CONDENSING II 2❑ MOTION SENSOR. / TYI � P. UNIT A / I 3 VCEILING 6 SUSPENDED I / SEE DETAIL 3 ON II � 261 LOCATED E-501 - EXHAUST FAN EF 1 WIRING DIAGRAM 2 j I ADJACENT TO �I SOLENOID l (ALL FIELD WIRING) - i / II CORROSIVE AREA M— — — — — — — — — — — — Of _ II II A ii A EF II RECORD DRAWINGS I I ❑ Z THESE RECORD DRAWINGS APPLY ONLY TO THOSE FACILITIES CONSTRUCTED UNDER THE CONTRACT IDENTIFIED IN THE TITLE BLOCK AND HAVE BEEN PREPARED, IN PART, ON THE ELECTRICAL PLAN 1 1 0 1 2 3 5 7 BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND WILL NOT BE SCALE: 1 /4" = 1 SCALE IN FEET RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH - HAVE BEEN INCORPORATED INTO THIS DRAWING AS A RESULT OF THE WORK BY OTHERS Dec-09 ZL VERIFY SCALES DESIGNED BY PT PROJECT ENGINEER PARSEKH L. TOPJIAN NFLSS/ � SOUTH TAHOE PUBLIC UTILITY DISTRICT DRAWING © BAR IS ONE INCH ON ORIGINAL DRAWING �oQ �� '� Ov Fy SOUTH UPPER TRUCKEE WELL NO. 3 E-105 0 DRAWN BY REG NUMBER EXP DATE 09/25/09 RECORD DRAWING MPR DID EO12845 9/30/08 c a� z m A SHEET 02/24/08 AS SHOWN IN CLOUDS PT � No. E 012845 GG77GOLOGI7C� C��I�OLLOOG�I 40 A3 CHECKED BY PROJECT NUMBER 02/08/08 AS SHOWN IN CLOUDS PT IF NOT ONE INCH ON — 1 6642.00-0001 * Exp. 9/30/00 s Q �9 F�FCTRIC•P�, �� 1360 E. Spruce Avenue Suite 101 Fresno, California 93720 559-448-8222 ELECTRICAL PLAN OF 48 SHEETS 0 DATE Jul-07 CADD STANDARDS BOYLE 12/26/07 AS SHOWN IN CLOUDS "APPR THIS SHEET, ADJUST SCALES ACCORDINGLY TFOF' CA1-�F�� WWW.BOYLEENGINEERING.COM 2 OF 2 REV DATE DESCRIPTION 11 2 3 4 5 6 8 Appendix C: Well Completion Report and Lithologic Log This Page Intentionally Left Blank TRIPLICATE STATE OF CALIFORNIA Owner' Copy WELL COMPLETION REPORT Page oi'_�_9_ Refer it) Instruction❑Pamphlee Owner's Well No.�f !C�.� No. V `1 n Date Work Began 0 , Ended ' V V I Local Permit Agency .� r Permit No. r v !I Permit D (e GEOLOGIC LOG uu rv�, I rir_� in STATE WELL NO"ISTATION NO. LATITUDE LONGITUDE APNTTRSIOTHER WELL OWNER ORIENTATION [ j VERTICAL —HORIZONTAL _ ANGLE (SPECIFY) Name_,`2_? T DRILLING Q ter. • ()1t f �� METHOD''' e� •,:' z` ' + ` ly FLUID �:}r.• �?� L C: Mailing Address DEPTH FROM - SURFACE DESCRIPTION ten. nr.--j)_ _ _ _ r':'. ` I� Describe material rain size Color etc CITY STATE ZIP FL to Ft. , Si .. > I. TOTAL DEPTH OF BORING —w�:1 -Z TOTAL DEPTH OF COMPLETED WELL Address f " City t - County APN Book I; Page Townshi - - - Range _L' Lat y 4 LOCATION ri :LAj . , MIN. SEC" LOCATION SKETCH NORTH Parcel Section Long ! l i tiw DEC. MIN. SEC" ACTIVITYNEW WELL MODIFICATIONIREPAIR Deepen Other (Sp@ctfy) `Jv o p f e[ Tr U4 ►'e e DESTROY (Describe Procedures and Materials Under "GEOLOGIC LOG' USES [ J ] WATER SUPPLY - Domestic �aPuelic Irrigation Indusl+ial MONITORING TEST WELL CATHODIC PROTECTION HEAT EXCHANGE DIRECT PUSH INJECTION VAPOR EXTRACTION SPARGING �. SOUTH I REMEDIATION 111astrate or Describe Distance of Well from Roads, &elldfngs Fences, Rivers, etc. and attach o r,,a, L'se additional paper i� OTHER tSPECIFYj necessarTTj" PLEASE RE ACCURATE & COMPLETE. WATER LEVEL & YIELD OF COMPLETED WELL DEPTH TO FIRST WATER (Ft.) BELOW SURFACE DEPTH OF STATIC WATER LEVEL ,n [FL) a DATE MEASURED ESTIMATED YIELD ' L (GPM) & TEST TYPE TEST LENGTH _,�+ {{irS"] TOTAL ❑RAWDOWN I (Ft.) *,Way not be representative of a well's long-term yield. DEPTH CASING {S) DEPTH ANNULAR MATERIAL Fnom SURFACE BORE HALE FROM SURFACE �] TYPE{ TYPE C�BE(Inches) MILL FILTER PACK DID', k = a z ¢ a MATERIAL 1 GRADE INTERNAL DIAMETER GAUGE OR WALL SLOT SIZE IF ANY Ft. to Ft. (Inches) THICKNESS (Inches) Ft. to Ft. (TYPE/SIZE) [ ] U 4 3 C7- �r NN ❑ I `? :•[ � '� .� "7 1 � ,r -, -- I -1 r: - a ,.ter ATTACHMENTS [ ] CER Ik ICATIO V 5TATEMENT I, the undersigned, certify that this report is complete and accurate to the best of my knowledge and belief. Geologic Log Well Construction Diagram NAME _ (PERSON, FIRM, OR CORPORATION) (TYPED OR 'PRINTED) Geophysical Log(s) _-- - Soil/Water Chemical Analyses ADDRESS rL { CITY STATE ZIP ! t� Other ATTACH ADDITIONAL 1NFpf3MATipfV, IF IT EXISTS. signed AL (`�- I - r'•� - C-57 LICENSED WATER WELL CONTRACTOR DATE SIGNED C=57 LICENSE NUMBER DIRT I88 KFV- 05-03 IF ADDITIONAL SPACE IS NEEDED, USE NEXT CONSECUTIVELY NUMBERED FORM TRIPLICATr- STATE; OF CALIFORNIA Owner's Copy WELL COMPLETION REPORT Page —.4- of Refer to Instruction J PamCphlert Owner's WeR No. So i)p# —7 ,,✓,k No. 1 0 9 1 O 4 Date Work tegan Ended Local. Permit Agency STATE WELL NOJSTATION NO. LATITUDE LONGITUDE APNITRWOTHER Permit No. Permit Date GEOLOGIC LOG WELL OWNER ORIENTATION (✓ } —VERTICAL HORIZONTAL —ANGLE —(SPECIFY) Name DEPTH FROM METHOD FLUID Mailing Address SURFACE DESCRIPTION PI, to Ft. Describe material, grain size, color, etc. CITY STATE ZIP WELL LOCATION A rycc 1 1 1 I 1 , 1 I 1 I + 1 + 1 1 I I + 1 I I + 1 1 1 1 i I , 1 I I I 1 1 1 1 I , I I I I 1 TOTAL DEPTH OF BORING [Feet] TOTAL DEPTH OF COMPLETED WELL (Feet) Cif-v - ('nnnly ' APN Book Page Township Range Lat I I N DEG. MIN. SEC - LOCATION SKETCH NORTH Parcel Section Long W DEG, MIN. I SEC. ACTIVITY (z ) — NEW WELL MODIFICATIONIREPAIR Deepen Other (Specify) .— DESTROY (Aascnbe Procedures and Materials Under "GEOLOGIC LOG, USES WATER SUPPLY — Domeslic — Public — Irrigation — Industrial MONITORING TEST WELL CATHODIC PROTECTION HEAT EXCHANGE — DIRECT PUSH — INJECTION T VAPOR EXTRACTION — SPARGING SOUTH REMEDIATION — Illustrate or Describe ❑wance of Weil from Roads. Buildings OTHER (SPECIFY) — Fencea, Ricers, etc. and attach a lrrapp V. additional paper i� necessary. PLEASE BE ACM ATE Lr C4AfPLETE. WATER LEVEL & YIELD OF COMPLETED WELL DEPTH TO FIRST WATER (FI.) BELOW SURFACE DEPTH OF STATIC WATER LEVEL (FL) & DATE MEASURED ESTIMATED YIELD' (GPM) & TEST TYPE TEST LENGTH (Fi(s.] TOTAL ❑RAWDOWN (FI-) * May not be representative of a well's long -terra yield. DEPTH (S) DEPTH ANNULAR MATERIAL FROM SURFACE BORE_CASING HOLE TYPE FROM SURFACE TYPE DIA• Y x z a MATERIAL 1 INTERNAL GAUGE SLOT SIZE CE- BEN - (Inches) cc a GRADE DIAMETER OR WALL IF ANY M£NT TONITE FILL FILTER PACK Ft. to Ft- j (Inches) THICKNESS (Inches) Ft- to Ft. (TYPE/SIZE) r ' - 1 ti r1 ' TTACIIMENT5 { �� CERTIFICATION STATEMENT I, the undersigned, certify that this report is complete and accurate to the best of my knowledge and belief. Geologic Log �f — Well Construction Diagram NAME 1 - (PE SON, FIRM. OR CORPORATION) - OR PRINTED)— — Geophysical Log(s) 41J�:Jq — SoillWater Chemical Analyses Other ADD CITY STATE 21P ATTACK ADDITIONAL 7NFORAAA770N, !F IT EX1ST5. signed 6al r � ��. l n C-557 ED' WATER WELL C NTNACTDR` D SIGNED C-57 1:116 NllaR i DWR 188 REV, 05-03 IF ADDITIONAL SPACE IS NEEDED, USE NEXT CONSECUTIVELY NUMBERED FORM TRIPLICATE STATE OF CAL] RPV1A FO Owner's Copy WELL COMPLETION REPORT Pages of I Refer to Instruction Parnphlet owner's Well No. 69 { iy t" —p ,-W _3 No. 1095705 Date Work'Began Ended Local Permit Agency Permit No. Permit Date ORIENTATION (r ) STATE WELL NO./STATION NO. LATITUDE LONGITUDE APNfTRSIOTiiER GEOLOGIC LOG WELL OWNER —VERTICAL —HORIZONTAL —ANGLE _(SPECIFY) Nance DRILLING Mailing Address METHOD FLUID +� DESCRIPTION Ft- to Fl. Describe Malerfal, grain size, COI or, etc. CITY STATE ZIP WELL LOCATION I I Add I f I I I I 1 1 1 1 1 r I I I I I 1 1 r I r I r I I I I I I I I I 1 I I I I I I i I r I I I 1 TOTAL DEPTH OF BORING (Feet) TOTAL DEPTH OF COMPLETED WELL Feet] ress City rfluntn APN Sunk Page Parcel - Township Range Section Lat I N Long _ DEG. MIN. SEC. LOCATION SKETCH NORTH CQ m w 3 DEG- MIN. SEC - ACTIVITY (! ) — NEW WELL MODIFICATIONIREPAIR Qaep'en Other (Specify) r [A w W DESTROY (Describe Procedures and Materrais UrtdeF "GEOLOGIC LOG" USES(_�) WATER SUPPLY Domestic Public irrigalion Induatdal MONITORING TEST WELL CATHODIC PROTECTION HEAT EXCHANGE DIRECT PUSH INJECTION VAPOR EXTRACTION SPARGING SOUTH I I REMEDIATION Illustrate or Descrfl a Distance of Well fironl Roa&, Bur%tirigs OTHER (SPECIFY( .�- Ferlces, Rivers, etc. oral attach a slapp. Ise arliitialw[ pater i� necessary. PLEASE BE ACCUIXi da COMPLETE. WATER LEVEL & YIELD OF COMPLETED WELL DEPTH TO FIRST WATER (FI,) BELOW SURFACE DEPTH OF STATIC WATER LEVEL (Ft.) & DATE MEASURED ESTIMATED YIELD' (GPM)i & TEST TYPE TEST LENGTH (Hrs.) TOTAL DRAWDOWN (Ft.) " May not be representative of a well's long-term yield. DEPTH FROM SURFACE BORE- LE HOLE Orbs }GRADE CASING (S) DEPTH FROM SURFACE ANNULAR MATERIAL TYPE{ } MATERIAL 1 I TERNAL [Inches) ❑R WALL GAUGE THICKNESS SLO ANY E {Inches) TYPE AM-26 CE- MENT BEN -FILTER TONFFE FILLFt. PACK (TYPEISIZE} to Ft. Ft- to Ft. 7 I I ISv �• l 1 �,:, -, 1 i I I I I I Geologic Log T Well Construction Diagram Geophysical Log(s) Soil/Water Chemical Analyses Other ATTACH ADDIPONAL INFORMATION, IF IT EXISTS. UEA11FICATION STA'FEMEN'l' I, the undersigned, certity that this)1 reportiscomplete and accurate to the best of my knowledge and belief. NAME (PERSON, FIRM, OR CORPORATION) (TYPED OR PRINTED) ADDR �f." a �A s1 CITY STATE 21P Signed i -.Y "'-'L f �lYr �.ti-. �'SJt ,� II o — r_) [J j:.' - _? C-57 LICENSED WATER WELL CO ACTOR DATE SIGHED C-59 LICENSE NDMB R QWR 188 REV, OS0.3 IF ADDITIONAL SPACE IS NEEDED, USE NEXT CONSECUTIVELY NUMBERED FORM' Ja r-r - 03-05 02 : 54P 5o Tahoe Pub Utility Dist 530 541 0499 _taE=NrT7 tEHaLE LOG Welt Number: South UpWTrucKla Well f3 ect. South Tahoe PU ❑ Page i of 3 DRAFT ition: 3140 Egret Way Dfiller Zim Industries Doterd: W 4920.2378T Rig: Ideco Fl 35 Rambler Start: 7115104 12U° 01' 18-34022" Us: 17-112" Finish: 8119104 258 fit EV 6398.16 fi Fluid: Water w Pvly6ore potymer Grain Site A I 1i ■ Ni FII�FFFr� FIIr�ILI -+ UFO t ©E�i7FIt�� MW FF� U N '. �.'7 FI:r1 lu 111:i FIII•FIIF■� FI•��F� •;:'_ SFr■■©�■■■� } 5 N T � �I I ! IIIr III�FFFr ""' IN Ill ! �11 rrF ■ NO �' F11�1.1111•FIIr IN3= ifl 1 FFI� �1• ■ �111�1 11=11 �r��" 11} " iL1fF: Es'l - 11® 1 Ill �x;� •a �� FF�]�711tc1 � Wilup ■ IFFFI•FFFFIfIFFI•FFF�a L I a _- : q/� Nimbus engincc" ii Rmw, } WvWa Geophysical Log: VfLongShartReslSingie Point/ GuardlGammalCatrFemp Description Nate: Describe cuttings (including observations from drilier, rig and stzaker screen- Aisa note changes In drilling methods and drilling parameters including ctm, weight on tit, psi, rotation 410 Well graded ooarse %vW w abt gravel & boulders, �dark _ Ow -canoe to aravlsh red. 15 30 Weil graded Cq 30-d0 Wdl snsded Subarkosic w obt r hnbld & brokJ, h rn 4045 Well g ded subang to submd. R5.3.5 Mkad �lrs led O sand ft Sev % maf" Alive gray. M,uc__2' ik rare vole lithics. 5�sng, 2.39f, mafrca 8r90 Considerable gravel rrdse in dlactrarpe Ifne, W &*In adding Pohl rbore- --- 95-1Q5 WeN graded finelmed send, R olNe gray. S to nor 1-2% mafics + musc 105-126 Mod graded fine sand w shl, ONve a_W, Mostlyfig &_ v�sand w minor sift, 1-2% mom, biot + m_ uec, tr fg vdc— — litlsics rare ax stained yrairrs�_." Jan-03-05 02:55P 5O TallOe pub Utility U9st 530 541 0499 Jan-03-05 02:56P So Tahoe Puts Utility Dist 530 541 0499 Appendix D: Pump and Motor Information This Page Intentionally Left Blank ....... - --- - - - - w Note., 1 1 NPi Air Line 0 , Dim for construction Dimensions one not oef#i�d nst "A" i3.301n- o "B" 13.00 in. fi "C" 9.75 in. t Pump Offset ■,r DIaCbOrgQ Elbow W_ wD" _ Crouse Hinds } Sool Cable '�' "F` 58.75 in. 42:88lin. �Ctional y eB Casing "H" Jr1 2 r+ , ••'" �,/ r! Column i" Cable dr Pipe C-Piing .,µ. " J" 1.25 in. � "K" 10" -150 PSI "L" 17.26in. � Cad ,fin GAG uMnl �" �I2.50 in. � "N" 16.00 in. No. of Holes "O" 10 avera9 rrat C btea W Hole Size Dis_ "O" 1.25 In. Ldsg#ts Bolt Circle Dia. "O" 25.00 in. t 1 .... ( i V-P a Project: Upper Truckee Well # 3 Customer: Pfmap RepairService Co. E Pump Size: 13MQH - i stage t i Motor Size : BJ 10' 50HP, 460V, -AR W' E � Power Cable : Flat CW Assy, #2 AWG, 460V • Round Power Cable: 120 FT, 94AWG, XLP/Nibi[e € Motcir 'C' %ith Flow Inducer SL Notes: Approx. Welghfs: Motor F Pump: 750 lbs € i i LYdI I.D. •E` • A46for: 1.540lbs s Prop. Number: WFLT-23361 Sic: E FL0r� Pimp DIYislari Date: 23 Ju1.07 E s r Taneytown, MD. Operations mt won Q a�.-��m�av m5iCD 'm" ++ o m IK O' AG cccm ce-a Gf m�9 C3 -0mQ a mmm=-°7m`�S a off„ a -0-��m-S�� me� t m g a Z i7 AWam E c A z Y M C_ ICL cx @ @ tip cCu a' - 40 m V.D. �C*CL Dun. C C to C �C N :3 fA Q F ur Q a d Z C7 f Gr�s-000r a. 0 W X L> wa:x,iow L c@ •m a m� m �a ccig ""m HI'o a CL am`o@gym .c�mmrp av ��mm mV,pwm�o O'lz'1TM N r �CL�`40 Sti _.. - : - -- _ - --- ----- ------------- ---- ------- Lug � .. Joe)lu Ban n 70 Lo spunod u! IsnALL N O 0 N Y laod w PLIeH leiol m co N o o a g a c E 10.2 c O N 7 t m ,oCC � ai Ya pV FLOW -SERVE Pumps Submersible Motors and Pumps Gross Sectional Drawings )t Yron Jackson Adaptations Submersible Pump (SVTP) Dimensions and Weights Dom me1w A a 1; 0 Aw7aWe TOPCAse . O.Nat S"aa 8o1r1 C.omeetion YY.p 1,D. MGa9►d (F6ra Lar4imarOne Btwe LIM Len0thaf AddkiorW Stage ictStayeilnpeMf Laoa0an Modal hlpeMre rise Yohs Pdas Min. Reearn'ed 1stSLBe Adds SU9e 10E4 e 460 ]0 460 H 1Z 460l2300 14 460lt30D 4 3Z.81 9.00 2&19 9.63 6.8 Fbneed 12 12 985 33.76 24,13 12. 12 36.31 1 74 36.44 r2681 16 16 lOMQ 6 460 10 400 =�'� i2 460t2300 14 4601'l300 4 33.31 9.`� 23.19 8.5O 6, a M"ded 12 12 370 65 3425 2413 12 12 36.61 2&6B 72 14 36.94 2887 16 to 1]1NQ 8 460 L.H 10 460 12 460P-W 14 400000 4 36.69 1075 r 25.25 1026 6. B Threaded 12 14 435 95 - 37.63 25.19 42 14 40.19 2975 14 14 41.13 29.69 16 16 12t3 8 460 LAt 10 460 460f130O 14 460 ZM 4 .1 35.06 &7S 25.25 7750 8,10 flanged 74 14 615 IN 3640 26.10 74 14 3636 2&75 1F 14 39M 29.69 18 16 1 a 480 70 460 H 12 46971300 14 46 row 4 3"1 9.00 2525 11d0 8.10 r; q d 14 14 529 US 3025 28.19 14 14 9a.M 26.75 14 14 39.75 29.69 i6 1s i 12EM E 460 10 460 L,M 12 464Pl30O 14 460MM 4 36.31 37.25 �I' 10'� 2526 1150 8,70 Flanged 14 14 570 93 2&19 14 14 14 39.81 28.76 14 40.75 29,69 16 16 129i 8 460 10 T460 L.M. 12 46QQ300 14 46Dl23p0 4 1 30.81 1090 1 25.25 11.60 8.10 flayed 14 14 575 07 37.75 2&t9 14 14 40.31 sa.76 S4 14 41-% 29.69 16 !6 12@! 8 460 LN 10 460 12 4601d30O 14 40W30O 4 38.91 M50 2N.75 8.10 Flan ' ' 14 14 540 125 3&75 211.50 14 14 41.31 2 1{ 14 42Z 2 10 is 12ES J 6 460 10 480 M i2 400/2300 14 4602300 _ 4 3T41 72'� 25,25 11.50 E.1O FVn9ed 14 -74 575 101 30:25 26.19 14 14 41.81 2&75 14 14 42.75 28.88 to !6 12EQ 6 - 460 H10 480 12 460 as 14 460V2300 4 50.01 1130 25.25 15.50 6,70 Ranged 74 14 540 125 36.75 2&19 14 4131 2a.T5 14 14 42,25 28.62 46 1e 12ASQ B 480 10 460 >,H 12 46077300 14 46M300 4 3831 12.E 25.25 11.76 8.10 - Threaded 14 14 57D 1O5 3225 , 20_19 14 14 41.61 .,t .. 2&75 14 14 4275 29.69 1s 16 12E7H 10 460 12 460C1300 Lit 14 46OR300 77 23001400O 4 63.76 11.83 2e.63 1175 6,10 Threaded 14 14 670 140, 57.06 26.94 14 14 54.84 .F__i 18 16 5a.31 3"1 !8 20 13M0 10 460 12 4=30O H ]4 460f2300 17 230914000 � 42.88 1288 27M 19,09 6,10 Flanged 14 16 750 140 40.63 37.13 14 76 44.06 �.58 16 16- 44. 8 32.OB 18 20 14FJ 10 460 460=0O H 4607300 t14 4 40.25 27.38 l344 a.1O - Hanged 16 76 780 016,230074000 44.00 31.13 47.441626 44.93 32.06 16 20 ote: For other or larger sizes consuit factory. WI dimensions given in inches, weight in pounds. Dimensions and weights are approArnate and subject to change - Do not use for construefion. _._....._ .. _....... continued...._ ............._. 3-19 Submersible Motors and PUMPS 5/06 LUMN PIPE PRELIMINARY DRAWING DO NOT USE FOR CONSTRUCTION -� ALt- AVLr1NG SS PARTS LIST NO •PART DESCRIPTION. MATERIALS 078 CAW SERIES IRON 30 103 8EARIN 80TTOM BRONZE 932 167 SHAF IAP 416 S5 175 !IMPELLER BRONZE 244 SAND CAP BEARING TOP IRON 244-1 SAND CAP EMNG BQTTOMi IRON 25B 38NG SPLI SST 316 264 ADAP HYDRAULIC IRON 30 317 BEARING CASE SERIES @RILE 932 377 FL: CASE TOP RON 30 398 BEARIN CASES ES TOP BRONZE 932 526 RMNG REl AINING COUPLING ..SST 316 530 O0EIPUNG PUMP Niixgrtic ; 0 563 SCR STRAINER SST 31a . 564 Si17AINEt2 BODY IRON 30 608 CASE SUCTION IRON 30 67 KEY PLING SST 416 690 WASH LOCK CASE SST U97 PIN COUPLING SST 416 747 0—RINrhCASE NITRILE ICASE SST 316 806-1 SCREW SILT GUARD SST 18-8 808 ADAPTER tVO OR IRON 30 950 GUARD RING RETAINING SST 316 (,V L 1q /L /C IA16-f TYPE EN SUBMERSIBLE 13 MQ FLANGED BOWL ASSEMBLY 1 SWAGE -- M [MPELLERS COA'T-M PM S XS -71. !'46 0 �?00-3 Ur 'I -RC- fP6-C/r1c4-T]d1vs -Deepwell Submersible WnT--23361 3 x8 .4 0b or :r,,v 7,t77t CoNl vErron Tc) 13% 4WOX Y CO'A rm P6yz SYS 7 1-az-1z� scT . P: Ear etski r—s— OP—AUM aa�rwa an.E PUMP SECTIONAL 0MIM Ka WFLT-23361 A .k Av CIS AURORAS ?i Minir lip iriroHjl Sales Office: PumpWorks, LLC .... ........ Submittal Data For Regen. Turbine Pumps Split Case Pumps End Suction Pumps Sewage Pumps Inline Pumps Other P.CI No. NO. OF PRINTS For Approval Final Re reducible Factory Order No.: Service: Job: South Upper Truckee Well No. 3 & Corrosion Control Treatment & Luther Pas Pump Station Seismic Upgrade Projec Engineer: Boyle Engineering Contractor: Thomas Haen Company, inc. Sold To: Thomas Haen Company, Inc. PO No. Reference: PUMP Number of Units 1 Pump Only 13 Nbdel 411-BF Rotation: Size S X 6 X 17 R� GPM 1400 L TDH 233' Connections: RPM 1800 Threaded 1800 Flanged ✓ Construction: MATL CODE 21 ✓ 125# Standard Fitted 15D# Bronze Fitted 2" Case Cast Iron 3mC Imp, Bronze Lubrication: Shaft Steel Grease Sleeve Bronze Cil Case Ring Bronze Stuffing Box: Imp. Ring Bronze Mech. Seal7l JC21 Ch. Ring NIA Spacer N/A Packing Lantern RingLJ MOTOR HP: 125 Phase: 3 Hertz: 60 Volts: 460 RPM 1800 Frame: 405TS Enclosure: ✓ ODP TEFC X Proof Vertical ✓ Horizontal PartWinding El I-i Efficiency Aurora To Furnish Others To Furnish ✓ Factory Choice Mfg: Note: Motor not mounted at factory on vertical units. SPECIAL REQUIREMENTS: OPTIONS Base: Steel Drip Rim Steel Form Fabricated Steel Cast Iron Ring Type Fab. Steel Ring Type Close Coupled Unite Pedestal Unit Coupling: Mfg: Woods Size: Spacer Guard Test: Certified Performance ✓ Wit. Certified Performance Hydro ✓ Coating, interior wetted surfaces: Scotchkote 134 fusion bonded epoxy. Exterior pCimer coating at factory —Final coat to be applied in the field by others. SS Eyebolts & Nuts. Bronze seal gland. Motor will be VFD rated and nameplated and supplied with 120V space heaters, MCI therinuStatS. Shurt camillelcial teSt 011 Inutc3l. Pullip will be supplied with complele spaie ratathig assunibly. CERTIFIED Section: Page: Curve Number: PRINT: Special: IVhintenance Sent. By: Date: Office: This order will not be processed for manufacturing until approval is received. Prints are not to scale and are certified correct only for this order. All orders are subject to acceptance at Aurora Pump, North Aurora, Illinois. 40130 (3-99) Appendix E: Pumping Test Discharge Configuration This Page Intentionally Left Blank South Upper Truckee Well Pumping Test Discharge Line I •� 1'•"-• � �a �' � � 0' 45 90 180 270 � 360 A + 3122 Feet r' ar � C rr �550 feet of 4" Fire -Hose * ` AL h kAj O 16 6.G a 7, 4 w�� 7 r SR e� S e i I 3 .. x. 1004 _P— j '0 - f ; Legend S} k SUT Well No. 3 r CLOSE VALVE OPEN (9 Gate Valve VALVE a r - Hydrant 'r y 10" PVC Main E. 6" PVC Lateral Roads 3221 Carson Pump, LLC P.O. Box 20159 Carson City, NV. 89721 Name / Address South Lake Tahoe PUD 1275 Meadow Crest Dr. South Lake Tahoe, Ca. 96150 Att: Mark Seelos Estimate Date Estimate # 12/19/2023 2741 NV. Lic #39920A CA. Lic #745270 Project South Upper Truckee ... Description Qty Cost Total Mobilization and Demobilization of equipment to South Upper Truckee Well #3 1 7,000.00 7,000.00 including site preperation Est. 6 hrs. to line brush 16" well 6 300.00 1,800.00 Install and remove 4" reverse pipe to 320' 320 15.00 4,800.00 Est. 2 hrs. to reverse fill from well and into setteling tank 2 350.00 700.00 Furnish 320 gallons of Cotey Liquid Acid DesCALER 320 50.00 16,000.00 Est. 12 hrs. to install tremme pipe to 310', pump in approximately 55 gallons of acid at 12 300.00 3,600.00 310', 280', 260', 220', 160' & 70' and remove tremme pipe Furnish 2, 20,000 gallon setteling tanks, pump & hoses 2 2,600.00 5,200.00 Install combination pumping & swabbing tool to 320' 320 15.00 4,800.00 Est. 16 hrs. to pump acid to tank and neutralize with caustic soda 16 300.00 4,800.00 Est. 10 hrs. to develope acid from screen sections by pumping & swabbing 10 350.00 3,500.00 simutaneously Conduct casing integerty survey 1 6,500.00 6,500.00 Furnish 6 gallons of 12% sodium hyporchlorite and 12 lbs. of Cotey Chlorine 1 2,500.00 2,500.00 Enhancer, furnish tank and mix with 9,360 gallons of water ( 3,100 gallons per batch) Install tremme pipe to 70' with swabbing & injection tool, pump in chlorine solution and 12 300.00 3,600.00 swab into screen sections through injection tool throughout screen sections to 310' Install development tool to 320' 320 12.00 3,840.00 Est. 12 hrs. to pump chlorine solution to tank by pumping & swabbing screen sectiona 12 350.00 4,200.00 and neutralize chlorine Install 600' of temporary discharge line from road crossing to river 600 3.00 1,800.00 Furnish road crossing and hoses from fire hydrant to road crossing 1 1,900.00 1,900.00 All standby time is charged at $200/hr. if required Thank you for considering Carson Pump for this proposal Subtotal $76,540.00 Sales Tax (7.1 %) $0.00 Total $76,540.00 PAYMENT OF CLAIMS Payroll 12/26/23 Payroll 1 /9/24 Total Payroll AFLAC/WageWorks claims and fees California SWRCB SRF loan payments Ameritas - Insurance Payments Total Vendor EFT Weekly Approved Check Batches Wednesday, December 28, 2023 Thursday, January 4, 2024 Checks, Voids and Reissues Total Accounts Payable Checks Utility Management Refunds Total Utility Management Checks Grand Total FOR APPROVAL January 18, 2024 Water Sewer 353,511.15 555,809.65 183,529.78 347,908.77 581,260.27 730,770.57 1,312,030.84 308.60 581,349.05 7,534.60 589,192.25 Total 909,320.80 531,438.55 -5,395.29 0.00-5,395.29 1,435,364.06 11,265.78 11.265.78 $3,347,852.93 Payroll EFTS & Checks 12/26/2023 1/9/2024 EFT CA Employment Taxes & W/H 25,000.82 40,504.57 EFT Federal Employment Taxes & W/H 123,595.10 128,987.80 EFT CalPERS Contributions 86,819.72 85,664.72 EFT Empower Retirement -Deferred Comp 24,442.63 24,481.86 EFT Stationary Engineers Union Dues 2,983.30 2,985.52 EFT CDHP Health Savings (HSA) 3,762.95 134,711.03 EFT Retirement Health Savings 0.00 18,495.40 EFT United Way Contributions 10.00 0.00 EFT Employee Direct Deposits 314,486.52 294,750.73 CHK Employee Garnishments 159.23 159.23 CHK Employee Paychecks 0.00 29.71 Total 581,260.27 730,770.57 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 10105 - ACWA INVO12599 Public Relations Expense Paid by Check #114325 11/20/2023 12/20/2023 12/31/2023 12/28/2023 500.00 Vendor 10105 - ACWA Totals Invoices 1 $500.00 Vendor 43721 - ACWA/JPIA 22/23WLNSSFNDRTN Other Miscellaneous Income Paid by Check #114414 12/12/2023 01/03/2024 12/31/2023 01/04/2024 1,355.00 Vendor 43721 - ACWA/JPIA Totals Invoices 1 $1,355.00 Vendor 44039 - AFLAC 382896 Insurance Supplement Payable Paid by Check #114415 12/01/2023 01/03/2024 12/31/2023 01/04/2024 928.48 Vendor 44039 - AFLAC Totals Invoices 1 $928.48 Vendor 43949 - ALPEN SIERRA COFFEE ROASTING CO 235638 Office Supply Issues Paid by Check #114326 12/05/2023 12/20/2023 12/31/2023 12/28/2023 111.25 235639 Office Supply Issues Paid by Check #114326 12/05/2023 12/20/2023 12/31/2023 12/28/2023 64.25 Vendor 43949 - ALPEN SIERRA COFFEE ROASTING CO Totals Invoices 2 $175.50 Vendor 50108 - ALPINE WATERSHED GROUP #9ALPINEWPI PROP 12019 IMPLEMENTATION Paid by Check #114416 12/29/2023 01/03/2024 12/31/2023 01/04/2024 24,696.31 IRWM INV#9 Vendor 50108 - ALPINE WATERSHED GROUP Totals Invoices 1 $24,696.31 Vendor 49337 - AMAZON CAPITAL SERVICES INC. 1WCK-WHKQ-13XC Pump Stations Paid by Check #114327 11/15/2023 12/27/2023 12/31/2023 12/28/2023 314.48 16R1-QKWM-7MGF Repair - Maintenance Water Paid by Check #114327 11/17/2023 12/27/2023 12/31/2023 12/28/2023 282.77 Tanks 1431-CIT3-NXQI Office Supplies Paid by Check #114327 11/22/2023 12/27/2023 12/31/2023 12/28/2023 657.18 1VQR-NN13-6QJ6 Buildings Paid by Check #114327 11/29/2023 12/27/2023 12/31/2023 12/28/2023 46.76 iLHD-TQTi-NCF7 Secondary Equipment Paid by Check #114327 12/06/2023 12/27/2023 12/31/2023 12/28/2023 614.88 Vendor 49337 - AMAZON CAPITAL SERVICES INC. Totals Invoices 5 $1,916.07 Vendor 50006 - AMS.NET INC 0072938 Access Control/Surveillance Paid by Check #114328 11/28/2023 12/20/2023 12/31/2023 12/28/2023 7,083.34 0073360 Access Control/Surveillance Paid by Check #114328 12/07/2023 12/20/2023 12/31/2023 12/28/2023 6,300.00 0073361 Access Control/Surveillance Paid by Check #114328 12/07/2023 12/20/2023 12/31/2023 12/28/2023 372.81 Vendor 50006 - AMS.NET INC Totals Invoices 3 $13,756.15 Vendor 47919 - AQUATIC INFORMATICS INC 107015 Service Contracts Paid by Check #114329 12/06/2023 12/20/2023 12/31/2023 12/28/2023 92.00 Vendor 47919 - AQUATIC INFORMATICS INC Totals Invoices 1 $92.00 Vendor 44580 - ARAMARK UNIFORM SERVICES 5980153377 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 86.97 5980153378 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 91.82 5980153379 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 117.62 5980153380 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 81.33 5980153381 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 80.95 5980153382 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 25.44 5980153383 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 106.56 5980153384 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 37.40 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 1 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 5980153385 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 4.64 5980153386 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 13.03 5980153387 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 15.14 5980153388 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 17.84 5980153389 Uniform Payable Paid by Check #114330 11/29/2023 12/20/2023 12/31/2023 12/28/2023 24.33 5980155305 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 67.11 5980155306 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 61.81 5980155307 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 87.62 5980155308 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 52.17 5980155309 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 80.95 5980155310 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 25.44 5980155311 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 107.38 5980155312 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 37.40 5980155313 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 4.64 5980155314 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 13.63 5980155315 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 15.14 5980155316 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 17.84 5980155317 Uniform Payable Paid by Check #114330 12/06/2023 12/20/2023 12/31/2023 12/28/2023 24.33 5980157200 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 66.46 5980157201 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 71.83 5980157202 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 91.44 5980157203 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 74.74 5980157204 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 91.13 5980157205 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 24.36 5980157206 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 107.38 5980157207 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 37.40 5980157208 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 4.64 5980157209 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 13.03 5980157210 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 15.14 5980157211 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 17.84 5980157212 Uniform Payable Paid by Check #114330 12/13/2023 12/20/2023 12/31/2023 12/28/2023 24.33 Vendor 44580 - ARAMARK UNIFORM SERVICES Totals Invoices 39 $1,938.25 Vendor 45202 - AT&T MOBILITY 287257798939 D23 Telephone Paid by Check #114417 12/19/2023 01/03/2024 12/31/2023 01/04/2024 227.54 Vendor 45202 - AT&T MOBILITY Totals Invoices 1 $227.54 Vendor 48000 - AT&T/CALNET 3 000020980252 Telephone Paid by Check #114331 12/15/2023 12/20/2023 12/31/2023 12/28/2023 26.82 000020980253 Telephone Paid by Check #114331 12/15/2023 12/20/2023 12/31/2023 12/28/2023 26.84 000021000995 Telephone Paid by Check #114418 12/20/2023 01/03/2024 12/31/2023 01/04/2024 26.84 000021000997 Telephone Paid by Check #114418 12/20/2023 01/03/2024 12/31/2023 01/04/2024 539.12 000021000998 Telephone Paid by Check #114418 12/20/2023 01/03/2024 12/31/2023 01/04/2024 105.61 000021001204 Telephone Paid by Check #114418 12/20/2023 01/03/2024 12/31/2023 01/04/2024 158.49 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 2 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 000021001251 Telephone Paid by Check #114418 12/20/2023 01/03/2024 12/31/2023 01/04/2024 31.43 Vendor 48000 - AT&T/CALNET 3 Totals Invoices 7 $915.15 Vendor 50086 - B&K VALVES & EQUIP INC 3045.1-1 10" Valve - Final Valve Deck Paid by Check #114332 11/28/2023 12/20/2023 12/31/2023 12/28/2023 5,264.37 Vendor 50086 - B&K VALVES & EQUIP INC Totals Invoices 1 $5,264.37 Vendor 49339 - BASEFORM INC 11302023-222 Pipe -Covers & Manholes Paid by Check #114333 11/30/2023 12/20/2023 12/31/2023 12/28/2023 2,430.00 11302023-223 Pipe -Covers & Manholes Paid by Check #114333 11/30/2023 12/20/2023 12/31/2023 12/28/2023 2,349.00 Vendor 49339 - BASEFORM INC Totals Invoices 2 $4,779.00 Vendor 44591 - BAY AREA COATING CONSULTANTS E08088 Iroquois No. 2 Tank Coatings Paid by Check #114334 10/25/2023 12/27/2023 12/31/2023 12/28/2023 919.38 E08097 Flagpole Tank 2 Coating Paid by Check #114334 10/25/2023 12/27/2023 12/31/2023 12/28/2023 11,032.56 Vendor 44591 - BAY AREA COATING CONSULTANTS Totals Invoices 2 $11,951.94 Vendor 49773 - LAUREN BENEFIELD MILEAGE 111423 Travel - Meetings - Education Paid by Check #114335 12/13/2023 12/27/2023 12/31/2023 12/28/2023 53.45 MILEAGE 121223 Travel - Meetings - Education Paid by Check #114335 12/13/2023 12/27/2023 12/31/2023 12/28/2023 239.73 Vendor 49773 - LAUREN BENEFIELD Totals Invoices 2 $293.18 Vendor 45009 - BENTLY RANCH 210963 Biosolid Disposal Costs Paid by Check #114336 12/01/2023 12/20/2023 12/31/2023 12/28/2023 964.05 211007 Biosolid Disposal Costs Paid by Check #114336 12/08/2023 12/20/2023 12/31/2023 12/28/2023 1,440.75 Vendor 45009 - BENTLY RANCH Totals Invoices 2 $2,404.80 Vendor 48291 - BEST BEST & KRIEGER LLP 979602 Personnel Legal Paid by Check #114337 11/08/2023 12/20/2023 12/31/2023 12/28/2023 37.00 982658 Personnel Legal Paid by Check #114337 12/05/2023 12/20/2023 12/31/2023 12/28/2023 111.00 Vendor 48291 - BEST BEST & KRIEGER LLP Totals Invoices 2 $148.00 Vendor 49488 - BLAISDELLS BUSINESS PRODUCTS 1846128-0 Janitorial Supplies Inventory Paid by Check #114338 11/27/2023 12/20/2023 12/31/2023 12/28/2023 264.78 Vendor 49488 - BLAISDELLS BUSINESS PRODUCTS Totals Invoices 1 $264.78 Vendor 49908 - CHELSEA BLOCK DOLLARTREE23REIM Incentive & Recognition Program Paid by Check #114339 12/14/2023 12/27/2023 12/31/2023 12/28/2023 33.75 Vendor 49908 - CHELSEA BLOCK Totals Invoices 1 $33.75 Vendor 49971 - BRANDED SCREEN PRINTING 1304838 Incentive & Recognition Program Paid by Check #114340 10/11/2023 12/20/2023 12/31/2023 12/28/2023 3,193.79 + Uniforms Vendor 49971 - BRANDED SCREEN PRINTING Totals Invoices 1 $3,193.79 Vendor 12892 - CA DEPT OF TAX & FEE ADM L0023600158 Regulatory Operating Permits Paid by Check #114419 11/15/2023 12/27/2023 12/31/2023 01/04/2024 2,992.75 Vendor 12892 - CA DEPT OF TAX & FEE ADM Totals Invoices 1 $2,992.75 Vendor 40176 - CASHMAN EQUIPMENT INPS3905370 Automotive Paid by Check #114342 11/04/2023 12/27/2023 12/31/2023 12/28/2023 721.47 INPS3906934 Automotive Paid by Check #114342 11/07/2023 12/20/2023 12/31/2023 12/28/2023 67.22 Vendor 40176 - CASHMAN EQUIPMENT Totals Invoices 2 $788.69 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 3 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 42328 - CDW-G CORP NK69220 Computer Purchases Paid by Check #114343 12/05/2023 12/20/2023 12/31/2023 12/28/2023 11,097.32 Vendor 42328 - CDW-G CORP Totals Invoices 1 $11,097.32 Vendor 48672 - CINTAS CORP 5186701876 Safety Equipment - Physicals Paid by Check #114344 12/04/2023 12/20/2023 12/31/2023 12/28/2023 474.32 Vendor 48672 - CINTAS CORP Totals Invoices 1 $474.32 Vendor 50109 - BROCK COX Final Check Final Check Paid by Check #114420 01/03/2024 01/04/2024 01/31/2024 01/04/2024 1,093.51 Vendor 50109 - BROCK COX Totals Invoices 1 $1,093.51 Vendor 50105 - JOHN DEMPSEY 3111515 Toilet Rebate Program Paid by Check #114345 12/13/2023 12/27/2023 12/31/2023 12/28/2023 100.00 Vendor 50105 - JOHN DEMPSEY Totals Invoices 1 $100.00 Vendor 48289 - DIY HOME CENTER Nov 23 Stmt Buildings & Pump Stations Paid by Check #114346 11/30/2023 12/20/2023 12/31/2023 12/28/2023 761.05 Vendor 48289 - DIY HOME CENTER Totals Invoices 1 $761.05 Vendor 43649 - DOUGLAS DISPOSAL 2792416 Refuse Disposal Paid by Check #114347 12/01/2023 12/20/2023 12/31/2023 12/28/2023 21.88 Vendor 43649 - DOUGLAS DISPOSAL Totals Invoices 1 $21.88 Vendor 45227 - EMPIRE SAFETY & SUPPLY 0121617-IN Field, Shop & Safety Supplies Paid by Check #114348 10/18/2023 12/20/2023 12/31/2023 12/28/2023 542.68 Inventory Vendor 45227 - EMPIRE SAFETY & SUPPLY Totals Invoices 1 $542.68 Vendor 44032 - ENVIRONMENTAL EXPRESS 1000763833 Laboratory Supplies Paid by Check #114349 11/21/2023 12/20/2023 12/31/2023 12/28/2023 1,921.14 Vendor 44032 - ENVIRONMENTAL EXPRESS Totals Invoices 1 $1,921.14 Vendor 48224 - ERA 059916 Laboratory Supplies Paid by Check #114350 11/16/2023 12/27/2023 12/31/2023 12/28/2023 180.96 Vendor 48224 - ERA Totals Invoices 1 $180.96 Vendor 49573 - EUROFINS TESTAMERICA 3800037831 Monitoring Paid by Check #114351 11/20/2023 12/20/2023 12/31/2023 12/28/2023 40.00 Vendor 49573 - EUROFINS TESTAMERICA Totals Invoices 1 $40.00 Vendor 48782 - EXTRON ELECTRONICS 3984416 Replace Presentation Equipment Paid by Check #114352 11/30/2023 12/20/2023 12/31/2023 12/28/2023 4,068.37 Vendor 48782 - EXTRON ELECTRONICS Totals Invoices 1 $4,068.37 Vendor 41696 - FARR CONSTRUCTION 23-06A Luther Pass PS Tanks Rehab Paid by Check #114421 11/30/2023 01/03/2024 12/31/2023 01/04/2024 159,165.00 23-06AR Luther Pass PS Tanks Rehab Paid by Check #114421 11/30/2023 01/03/2024 12/31/2023 01/04/2024 (7,958.25) Retainage Vendor 41696 - FARR CONSTRUCTION Totals Invoices 2 $151,206.75 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 4 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 48294 - FEDEX FREIGHT 8497658116 Biosolids Equipment - Building Paid by Check #114353 11/18/2023 12/20/2023 12/31/2023 12/28/2023 915.29 Vendor 48294 - FEDEX FREIGHT Totals Invoices 1 $915.29 Vendor 48715 - FLEETCREW -ANELLE MGMT SRV 13050 Automotive Paid by Check #114354 11/02/2023 12/20/2023 12/31/2023 12/28/2023 1,208.63 13055 Service Contracts Paid by Check #114354 11/03/2023 12/20/2023 12/31/2023 12/28/2023 633.63 13186 Automotive Paid by Check #114354 11/03/2023 12/20/2023 12/31/2023 12/28/2023 125.00 13191 Automotive Paid by Check #114354 11/04/2023 12/20/2023 12/31/2023 12/28/2023 700.00 Vendor 48715 - FLEETCREW -ANELLE MGMT SRV Totals Invoices 4 $2,667.26 Vendor 48402 - FLYERS ENERGY LLC 23-964536 Gasoline Fuel Inventory Paid by Check #114355 11/08/2023 12/20/2023 12/31/2023 12/28/2023 5,186.20 23-964536A Gasoline & Diesel Fuel Inventory Paid by Check #114355 11/08/2023 12/20/2023 12/31/2023 12/28/2023 5,239.21 23-964536C Gasoline Fuel Inventory Paid by Check #114355 11/08/2023 12/20/2023 12/31/2023 12/28/2023 (5,186.20) 23-975396 Diesel Fuel Inventory Paid by Check #114355 11/28/2023 12/20/2023 12/31/2023 12/28/2023 2,099.86 23-977832 Gasoline Fuel Inventory Paid by Check #114355 11/30/2023 12/20/2023 12/31/2023 12/28/2023 2,175.39 23-980423 Gasoline Fuel Inventory Paid by Check #114355 12/05/2023 12/20/2023 12/31/2023 12/28/2023 2,368.52 Vendor 48402 - FLYERS ENERGY LLC Totals Invoices 6 $11,882.98 Vendor 50106 - LOU FONG 3384123 Water Use Reduction Rebates Paid by Check #114356 12/18/2023 12/27/2023 12/31/2023 12/28/2023 750.00 Vendor 50106 - LOU FONG Totals Invoices 1 $750.00 Vendor 48288 - FRONTIER COMMUNICATIONS 5306942753 D23 Telephone Paid by Check #114357 12/01/2023 12/20/2023 12/31/2023 12/28/2023 340.55 Vendor 48288 -FRONTIER COMMUNICATIONS Totals Invoices 1 $340.55 Vendor 41531 - GB GENERAL ENG CONTRACTOR INC 23-08A Pipe -Covers & Manholes Paid by Check #114422 11/20/2023 01/03/2024 12/31/2023 01/04/2024 86,773.50 23-08AR Pipe -Covers & Manholes Paid by Check #114422 11/20/2023 01/03/2024 12/31/2023 01/04/2024 (4,338.68) Retainage 23-08B Misc Emergency Incident Paid by Check #114422 11/20/2023 01/03/2024 12/31/2023 01/04/2024 20,100.50 Expenses 23-08BR Misc Emergency Incident Paid by Check #114422 11/20/2023 01/03/2024 12/31/2023 01/04/2024 (1,005.02) Expenses Retainage Vendor 41531 - GB GENERAL ENG CONTRACTOR INC Totals Invoices 4 $101,530.30 Vendor 15600 - GRAINGER 9918748311 Buildings Paid by Check #114358 11/29/2023 12/20/2023 12/31/2023 12/28/2023 630.05 9919912023 Automotive Paid by Check #114358 11/30/2023 12/20/2023 12/31/2023 12/28/2023 40.03 9920128064 Buildings Paid by Check #114358 11/30/2023 12/20/2023 12/31/2023 12/28/2023 1,086.75 9934658437 Buildings Paid by Check #114358 12/13/2023 12/27/2023 12/31/2023 12/28/2023 173.61 Vendor 15600 - GRAINGER Totals Invoices 4 $1,930.44 Vendor 48949 - JESSICA HENDERSON 3363207 Clothes Washer Rebate Program Paid by Check #114359 12/13/2023 12/27/2023 12/31/2023 12/28/2023 200.00 Vendor 48949 - JESSICA HENDERSON Totals Invoices 1 $200.00 Vendor 49939 - HERC RENTALS INC Run by Erika Franco on 01/10/2024 12:17:55 PM Page 5 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 34073777-002 Equipment Rental- Lease Paid by Check #114360 11/21/2023 12/27/2023 12/31/2023 12/28/2023 2,681.25 Vendor 49939 - HERC RENTALS INC Totals Invoices 1 $2,681.25 Vendor 45122 - HYDRAULIC INDUSTRIAL SERVICES INC 61213 Automotive Paid by Check #114361 11/20/2023 12/20/2023 12/31/2023 12/28/2023 2,654.75 Vendor 45122 - HYDRAULIC INDUSTRIAL SERVICES INC Totals Invoices 1 $2,654.75 Vendor 48193 - INSTRUMENT TECHNOLOGY CORP 22601 Pipe -Covers & Manholes Paid by Check #114362 10/11/2023 12/20/2023 12/31/2023 12/28/2023 5,294.21 Vendor 48193 -INSTRUMENT TECHNOLOGY CORP Totals Invoices 1 $5,294.21 Vendor 48140 - INTEGRITY LOCKSMITH i39504 Grounds & Maintenance Paid by Check #114363 12/01/2023 12/20/2023 12/31/2023 12/28/2023 130.17 Vendor 48140 - INTEGRITY LOCKSMITH Totals Invoices 1 $130.17 Vendor 50034 - INTERSTATE SALES 1388999 Hydrant Project - City Paid by Check #114364 11/21/2023 12/20/2023 12/31/2023 12/28/2023 6,640.29 Vendor 50034 - INTERSTATE SALES Totals Invoices 1 $6,640.29 Vendor 50024 - JONES MAYER 119758 Legal Services November 2023 Paid by Check #114365 11/30/2023 12/20/2023 11/30/2023 12/28/2023 3,367.73 Vendor 50024 - JONES MAYER Totals Invoices 1 $3,367.73 Vendor 43694 - KIMBALL MIDWEST 101662697 Shop Supplies Paid by Check #114366 11/21/2023 12/20/2023 12/31/2023 12/28/2023 372.59 Vendor 43694 - KIMBALL MIDWEST Totals Invoices 1 $372.59 Vendor 49725 - LAKESIDE TERMITE & PEST CONTROL 016239911 Buildings Paid by Check #114367 11/17/2023 12/20/2023 12/31/2023 12/28/2023 95.00 015873280 Buildings Paid by Check #114367 12/05/2023 12/20/2023 12/31/2023 12/28/2023 5,000.00 Vendor 49725 - LAKESIDE TERMITE & PEST CONTROL Totals Invoices 2 $5,095.00 Vendor 22550 - LIBERTY UTILITIES 200008913614 023 Electricity Paid by Check #114368 11/17/2023 12/20/2023 12/31/2023 12/28/2023 16.91 200008904225 923 Electricity Paid by Check #114368 11/28/2023 12/20/2023 12/31/2023 12/28/2023 21.17 200008895654 N23 Electricity Paid by Check #114368 12/06/2023 12/20/2023 12/31/2023 12/28/2023 120.04 200008913796 N23 Electricity Paid by Check #114368 12/08/2023 12/20/2023 12/31/2023 12/28/2023 56.25 200008909950 N23 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 976.63 200008913051 N23 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 609.01 200008913150 N23 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 218.78 200008913226 023 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 293.93 200008913333 N23 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 822.38 200008913713 N23 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 320.98 200008919025 023 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 308.85 200008919215 023 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 534.98 200008928224 N23 Electricity Paid by Check #114368 12/11/2023 12/20/2023 12/31/2023 12/28/2023 106.60 200008899078 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 32.36 200008899169 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 24.42 200008899391 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 144.62 200008899649 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 242.57 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 6 of 13 �N ate. sAa'�'r 1950 '1/ Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 200008904415 023 Electricity Paid by Check #114423 12/12/2023 01/03/2024 12/31/2023 01/04/2024 1,223.86 200008904753 023 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 1,188.68 200008913424 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 764.92 200008913614 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 23.20 200008913887 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 103.43 200008919025 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 496.42 200008919389 023 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 555.08 200008923183 023 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 755.25 200008923498 023 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 2,395.67 200008937027 N23 Electricity Paid by Check #114368 12/12/2023 12/28/2023 12/31/2023 12/28/2023 36.62 200009089042 N23 Electricity Paid by Check #114368 12/12/2023 12/20/2023 12/31/2023 12/28/2023 37.85 200009089216 N23 Electricity Paid by Check #114368 12/12/2023 12/20/2023 12/31/2023 12/28/2023 34.20 200008904860 N23 Electricity Paid by Check #114368 12/13/2023 12/28/2023 12/31/2023 12/28/2023 836.29 200008919215 N23 Electricity Paid by Check #114368 12/13/2023 12/28/2023 12/31/2023 12/28/2023 772.53 200008913952 N23 Electricity Paid by Check #114368 12/14/2023 12/28/2023 12/31/2023 12/28/2023 224.88 200008919124 N23 Electricity Paid by Check #114368 12/14/2023 12/28/2023 12/31/2023 12/28/2023 748.72 200008919298 N23 Electricity Paid by Check #114368 12/14/2023 12/28/2023 12/31/2023 12/28/2023 192.53 200008923183 N23 Electricity Paid by Check #114368 12/14/2023 12/28/2023 12/31/2023 12/28/2023 1,458.40 200008923704 N23 Electricity Paid by Check #114368 12/14/2023 12/28/2023 12/31/2023 12/28/2023 90,642.01 200008928315 023 Electricity Paid by Check #114368 12/14/2023 12/28/2023 12/31/2023 12/28/2023 16,541.65 200008904415 N23 Electricity Paid by Check #114423 12/15/2023 01/03/2024 12/31/2023 01/04/2024 198.94 200008919389 N23 Electricity Paid by Check #114368 12/15/2023 12/28/2023 12/31/2023 12/28/2023 609.01 200008904225 N23 Electricity Paid by Check #114423 12/18/2023 01/03/2024 12/31/2023 01/04/2024 26.86 200008904753 N23 Electricity Paid by Check #114368 12/18/2023 12/28/2023 12/31/2023 12/28/2023 1,609.72 200008923282 N23 Electricity Paid by Check #114368 12/18/2023 12/28/2023 12/31/2023 12/28/2023 13,006.00 200008928315 N23 Electricity Paid by Check #114368 12/19/2023 12/28/2023 12/31/2023 12/28/2023 8,868.68 200008937159 N23 Electricity Paid by Check #114368 12/19/2023 12/28/2023 12/31/2023 12/28/2023 102.55 200008895860 N23 Electricity Paid by Check #114368 12/20/2023 12/28/2023 12/31/2023 12/28/2023 594.34 200008898161 N23 Electricity Paid by Check #114368 12/20/2023 12/28/2023 12/31/2023 12/28/2023 173.31 200008909877 N23 Electricity Paid by Check #114368 12/20/2023 12/28/2023 12/31/2023 12/28/2023 404.88 200008919454 D23 Electricity Paid by Check #114368 12/20/2023 12/28/2023 12/31/2023 12/28/2023 45.46 200008919603 N23 Electricity Paid by Check #114368 12/20/2023 12/28/2023 12/31/2023 12/28/2023 355.46 200008937290 N23 Electricity Paid by Check #114368 12/20/2023 12/28/2023 12/31/2023 12/28/2023 27.48 200008904134 N23 Electricity Paid by Check #114368 12/21/2023 12/28/2023 12/31/2023 12/28/2023 79.34 200008913226 N23 Electricity Paid by Check #114368 12/21/2023 12/28/2023 12/31/2023 12/28/2023 802.43 200008923928 N23 Electricity Paid by Check #114368 12/21/2023 12/28/2023 12/31/2023 12/28/2023 108.61 200008923985 N23 Electricity Paid by Check #114368 12/21/2023 12/28/2023 12/31/2023 12/28/2023 96.13 200008928828 N23 Electricity Paid by Check #114368 12/21/2023 12/28/2023 12/31/2023 12/28/2023 73.55 200008898336 N23 Electricity Paid by Check #114423 12/22/2023 01/03/2024 12/31/2023 01/04/2024 2,087.26 Vendor 22550 - LIBERTY UTILITIES Totals Invoices 56 $153,152.68 Vendor 47903 - LINDE GAS & EQUIPMENT INC 39809721 Small Tools Paid by Check #114369 11/30/2023 12/20/2023 12/31/2023 12/28/2023 319.63 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 7 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 47903 - LINDE GAS & EQUIPMENT INC Totals Invoices 1 $319.63 Vendor 17900 - MC MASTER CARR SUPPLY CO 18542380 Pump Stations Paid by Check #114370 12/05/2023 12/27/2023 12/31/2023 12/28/2023 623.03 Vendor 17900 - MC MASTER CARR SUPPLY CO Totals Invoices 1 $623.03 Vendor 18150 - MEEKS LUMBER & HARDWARE Nov 23 Stmt Buildings & Pump Stations Paid by Check #114371 11/30/2023 12/20/2023 12/31/2023 12/28/2023 1,058.63 Vendor 18150 - MEEKS LUMBER & HARDWARE Totals Invoices 1 $1,058.63 Vendor 43889 - MME MUNICIPAL MAINTENANCE 014636 Automotive Paid by Check #114372 10/12/2023 12/27/2023 12/31/2023 12/28/2023 943.94 014650 Automotive Paid by Check #114372 10/12/2023 12/27/2023 12/31/2023 12/28/2023 (584.99) 015935 Automotive Paid by Check #114372 11/17/2023 12/27/2023 12/31/2023 12/28/2023 (358.95) 016820 Automotive Paid by Check #114372 12/12/2023 12/27/2023 12/31/2023 12/28/2023 872.62 Vendor 43889 - MME MUNICIPAL MAINTENANCE Totals Invoices 4 $872.62 Vendor 50107 - ROBIN MOREE 2624302 Clothes Washer Rebate Program Paid by Check #114373 12/13/2023 12/27/2023 12/31/2023 12/28/2023 200.00 Vendor 50107 - ROBIN MOREE Totals Invoices 1 $200.00 Vendor 49765 - NAPA AUTO PARTS 2540-705630 Generators Paid by Check #114374 11/01/2023 12/20/2023 12/31/2023 12/28/2023 1,618.19 Nov 23 Stmt Shop Supplies & Buildings Paid by Check #114374 11/30/2023 12/27/2023 12/31/2023 12/28/2023 1,427.89 Vendor 49765 - NAPA AUTO PARTS Totals Invoices 2 $3,046.08 Vendor 49208 - NEVADA NEWS GROUP 38156 Ads -Legal Notices Paid by Check #114375 11/30/2023 12/20/2023 12/31/2023 12/28/2023 930.00 Vendor 49208 - NEVADA NEWS GROUP Totals Invoices 1 $930.00 Vendor 48315 - O'REILLY AUTO PARTS Nov 23 Stmt Shop Supplies & Buildings Paid by Check #114376 11/28/2023 12/20/2023 12/31/2023 12/28/2023 286.61 Vendor 48315 - O'REILLY AUTO PARTS Totals Invoices 1 $286.61 Vendor 44607 - OLIN PIONEER AMERICAS LLC 900359034 Hypochlorite Paid by Check #114377 12/13/2023 12/27/2023 12/31/2023 12/28/2023 13,982.24 Vendor 44607 - OLIN PIONEER AMERICAS LLC Totals Invoices 1 $13,982.24 Vendor 49806 - OUTSIDE INTERACTIVE INC 37548 Public Relations Expense Paid by Check #114378 11/01/2023 12/20/2023 12/31/2023 12/28/2023 2,011.00 Vendor 49806 - OUTSIDE INTERACTIVE INC Totals Invoices 1 $2,011.00 Vendor 41272 - PAC MACHINE CO 92670 Misc Water Pump Rebuilds (TBD) Paid by Check #114379 12/08/2023 12/20/2023 12/31/2023 12/28/2023 3,652.75 Vendor 41272 - PAC MACHINE CO Totals Invoices 1 $3,652.75 Vendor 48553 - RAUCH COMMUNICATION 6/7-2023-08 Contractual Services Paid by Check #114380 07/25/2023 12/20/2023 12/31/2023 12/28/2023 255.00 Vendor 48553 - RAUCH COMMUNICATION Totals Invoices 1 $255.00 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 8 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 48144 - RELIANCE STANDARD DEC 2023 Voluntary Life Payable Paid by Check #114381 12/01/2023 12/20/2023 12/31/2023 12/28/2023 325.74 DEC23A LTD/Life Insurance Management Paid by Check #114381 12/01/2023 12/20/2023 12/31/2023 12/28/2023 2,483.09 DEC23B LTD/Life Insurance Union/Board Paid by Check #114381 12/01/2023 12/20/2023 12/31/2023 12/28/2023 3,388.14 Payable Vendor 48144 - RELIANCE STANDARD Totals Invoices 3 $6,196.97 Vendor 44761 - REXEL NORCAL VALLEY-SACRAMENTO S138133883.001 Buildings Paid by Check #114382 11/20/2023 12/20/2023 12/31/2023 12/28/2023 1,920.00 Vendor 44761 - REXEL NORCAL VALLEY-SACRAMENTO Totals Invoices 1 $1,920.00 Vendor 44581 - SCP SCIENCE IN0000376194 Laboratory Supplies Paid by Check #114383 11/29/2023 12/20/2023 12/31/2023 12/28/2023 247.09 Vendor 44581 - SCP SCIENCE Totals Invoices 1 $247.09 Vendor 49911 - SEARCHPROS STAFFING LLC 23112831 Contractual Services Paid by Check #114384 11/28/2023 12/20/2023 12/31/2023 12/28/2023 1,028.08 23120532 Contractual Services Paid by Check #114384 12/05/2023 12/20/2023 12/31/2023 12/28/2023 1,303.97 Vendor 49911 - SEARCHPROS STAFFING LLC Totals Invoices 2 $2,332.05 Vendor 48735 - SILVER STATE ANALYTICAL LAB RN308682 Monitoring Paid by Check #114385 12/08/2023 12/20/2023 12/31/2023 12/28/2023 501.00 Vendor 48735 - SILVER STATE ANALYTICAL LAB Totals Invoices 1 $501.00 Vendor 40233 - SILVER STATE INT'L INC X201129706:01 Automotive Paid by Check #114386 12/11/2023 12/20/2023 12/31/2023 12/28/2023 7,589.88 Vendor 40233 - SILVER STATE INT'L INC Totals Invoices 1 $7,589.88 Vendor 45014 - SMITH POWER PRODUCTS INC 3223650 Paloma Well Generator Paid by Check #114387 11/29/2023 12/20/2023 12/31/2023 12/28/2023 126,367.51 Vendor 45014 - SMITH POWER PRODUCTS INC Totals Invoices 1 $126,367.51 Vendor 44594 - SOLENIS LLC 132502612 Polymer Paid by Check #114388 12/04/2023 12/20/2023 12/31/2023 12/28/2023 32,872.95 Vendor 44594 - SOLENIS LLC Totals Invoices 1 $32,872.95 Vendor 44577 - SOUNDPROS INC 231122-47 Public Relations Expense Paid by Check #114389 11/22/2023 12/20/2023 12/31/2023 12/28/2023 49.00 Vendor 44577 - SOUNDPROS INC Totals Invoices 1 $49.00 Vendor 23400 - SOUTH TAHOE PUBLIC UTILITY DISTRICT 2506132-001 N23 Water & Other Utilities Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 1,360.84 2612107-001 N23 Water Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 100.92 2718021-001 1123 Water Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 152.24 3102034-001 N23 Water Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 235.38 3103021-001 1123 Water Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 152.24 3122506-001 N23 Water & Other Utilities Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 92.42 3221118-001 N23 Other Utilities Paid by Check #114390 12/01/2023 12/20/2023 12/31/2023 12/28/2023 35.06 Vendor 23400 - SOUTH TAHOE PUBLIC UTILITY DISTRICT Totals Invoices 7 $2,129.10 Vendor 23450 - SOUTH TAHOE REFUSE 2789044 Refuse Disposal Paid by Check #114391 12/01/2023 12/20/2023 12/31/2023 12/28/2023 53.79 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 9 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 23450 - SOUTH TAHOE REFUSE Totals Invoices 1 $53.79 Vendor 45168 - SOUTHWEST GAS 910000416224 N23 Natural Gas Paid by Check #114392 12/01/2023 12/20/2023 12/31/2023 12/28/2023 81.19 910000657163 N23 Natural Gas Paid by Check #114392 12/01/2023 12/20/2023 12/31/2023 12/28/2023 44.17 910000040369 N23 Natural Gas Paid by Check #114392 12/06/2023 12/20/2023 12/31/2023 12/28/2023 842.50 910000041349 N23 Natural Gas Paid by Check #114392 12/06/2023 12/20/2023 12/31/2023 12/28/2023 12.95 910000041350 N23 Natural Gas Paid by Check #114392 12/08/2023 12/28/2023 12/31/2023 12/28/2023 11.00 910000665034 N23 Natural Gas Paid by Check #114392 12/11/2023 12/28/2023 12/31/2023 12/28/2023 11.00 910000183539 D23 Natural Gas Paid by Check #114392 12/15/2023 12/28/2023 12/31/2023 12/28/2023 90.94 91000004135ON23B Natural Gas Paid by Check #114424 12/20/2023 01/03/2024 12/31/2023 01/04/2024 1,245.89 910000175915 D23 Natural Gas Paid by Check #114424 12/20/2023 01/03/2024 12/31/2023 01/04/2024 142.69 910000639911 D23 Natural Gas Paid by Check #114424 12/20/2023 01/03/2024 12/31/2023 01/04/2024 71.25 910000416139 D23 Natural Gas Paid by Check #114424 12/21/2023 01/03/2024 12/31/2023 01/04/2024 244.28 910000192416 D23 Natural Gas Paid by Check #114424 12/22/2023 01/03/2024 12/31/2023 01/04/2024 873.82 Vendor 45168 - SOUTHWEST GAS Totals Invoices 12 $3,671.68 Vendor 49064 -STAPLES BUSINESS ADVANTAGE 3553387399 Office Supplies Paid by Check #114393 11/25/2023 12/20/2023 12/31/2023 12/28/2023 13.27 3553387400 Office Supplies Paid by Check #114393 11/25/2023 12/20/2023 12/31/2023 12/28/2023 74.46 Vendor 49064 - STAPLES BUSINESS ADVANTAGE Totals Invoices 2 $87.73 Vendor 50018 -SUMMIT FIRE & SECURITY LLC 571071867 Buildings Paid by Check #114394 11/16/2023 12/20/2023 12/31/2023 12/28/2023 2,499.99 Vendor 50018 -SUMMIT FIRE & SECURITY LLC Totals Invoices 1 $2,499.99 Vendor 48481 - SWRCB ACCOUNTING OFFICE WD-0233984 Regulatory Operating Permits Paid by Check #114395 11/29/2023 12/20/2023 12/31/2023 12/28/2023 3,746.00 WD-0234011 Regulatory Operating Permits Paid by Check #114395 11/29/2023 12/20/2023 12/31/2023 12/28/2023 195,732.00 WD-0234068 Regulatory Operating Permits Paid by Check #114395 11/29/2023 12/20/2023 12/31/2023 12/28/2023 3,576.00 Vendor 48481 - SWRCB ACCOUNTING OFFICE Totals Invoices 3 $203,054.00 Vendor 47798 - T&S CONSTRUCTION CO INC 22-17A Tahoe Keys Sewer PS Rehab Paid by Check #114425 11/30/2023 01/03/2024 12/31/2023 01/04/2024 29,500.00 22-17AR Tahoe Keys Sewer PS Rehab Paid by Check #114425 11/30/2023 01/03/2024 12/31/2023 01/04/2024 (2,950.00) Retainage 23-06A Upper Truckee Sewer PS Rehab Paid by Check #114425 11/30/2023 01/03/2024 12/31/2023 01/04/2024 74,085.74 23-06AR Upper Truckee Sewer PS Rehab Paid by Check #114425 11/30/2023 01/03/2024 12/31/2023 01/04/2024 (3,704.29) Retainage 23/07A Secondary Clarifier #2 Rehab Paid by Check #114425 11/30/2023 01/03/2024 12/31/2023 01/04/2024 104,250.00 23/07AR Secondary Clarifier #2 Rehab Paid by Check #114425 11/30/2023 01/03/2024 12/31/2023 01/04/2024 (10,425.00) Retainage Vendor 47798 - T&S CONSTRUCTION CO INC Totals Invoices 6 $190,756.45 Vendor 48886 - TAHOE CITY PUD #9TCPUDPI PROP 12019 IMPLEMENTATION Paid by Check #114426 12/29/2023 01/03/2024 12/31/2023 01/04/2024 9,012.70 IRWM INV#9 Vendor 48886 - TAHOE CITY PUD Totals Invoices 1 $9,012.70 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 10 of 13 1 9 5 0 Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 48229 -TAHOE DAILY TRIBUNE IN119434 Public Relations Expense Paid by Check #114396 11/30/2023 12/20/2023 12/31/2023 12/28/2023 460.00 IN119435 Public Relations Expense Paid by Check #114396 11/30/2023 12/20/2023 12/31/2023 12/28/2023 578.00 IN119436 Ads -Legal Notices Paid by Check #114396 11/30/2023 12/20/2023 12/31/2023 12/28/2023 695.00 Vendor 48229 -TAHOE DAILY TRIBUNE Totals Invoices 3 $1,733.00 Vendor 48366 - TAHOE OUTDOOR LIVING 4178 Grounds & Maintenance Paid by Check #114397 10/11/2023 12/20/2023 12/31/2023 12/28/2023 2,831.00 Vendor 48366 - TAHOE OUTDOOR LIVING Totals Invoices 1 $2,831.00 Vendor 24325 - TAHOE SAND & GRAVEL Nov 23 Stmt Pipe -Covers & Manholes Paid by Check #114398 11/30/2023 12/27/2023 12/31/2023 12/28/2023 39,405.00 Vendor 24325 - TAHOE SAND & GRAVEL Totals Invoices 1 $39,405.00 Vendor 48927 - TAHOE VALLEY LODGE 1059 Standby Accommodations Paid by Check #114399 12/03/2023 12/27/2023 12/31/2023 12/28/2023 1,905.00 Vendor 48927 - TAHOE VALLEY LODGE Totals Invoices 1 $1,905.00 Vendor 49420 - THATCHER COMPANY OF NEVADA INC 2023400116792 Hypochlorite Paid by Check #114400 12/06/2023 12/20/2023 12/31/2023 12/28/2023 1,348.69 Vendor 49420 - THATCHER COMPANY OF NEVADA INC Totals Invoices 1 $1,348.69 Vendor 48877 - SHELLY THOMSEN COSTCO 23 REIMB Incentive & Recognition Program Paid by Check #114401 12/14/2023 12/27/2023 12/31/2023 12/28/2023 383.04 Vendor 48877 - SHELLY THOMSEN Totals Invoices 1 $383.04 Vendor 48748 - THUNDERBIRD COMMUNICATIONS 3400 Water Field Communication Paid by Check #114402 11/22/2023 12/20/2023 12/31/2023 12/28/2023 16,940.00 Upgrades Phase 2 Vendor 48748 - THUNDERBIRD COMMUNICATIONS Totals Invoices 1 $16,940.00 Vendor 24676 - TRANSCAT 2122843 Electrical Instrument Calibrator Paid by Check #114403 11/21/2023 12/20/2023 12/31/2023 12/28/2023 9,166.16 2125738 Electrical Instrument Calibrator Paid by Check #114403 11/30/2023 12/20/2023 12/31/2023 12/28/2023 228.72 Vendor 24676 - TRANSCAT Totals Invoices 2 $9,394.88 Vendor 47839 - TRI SIGNAL INTEGRATION INC 22-06A WWTP Fire Alarm Standardization Paid by Check #114427 12/21/2023 01/03/2024 12/31/2023 01/04/2024 2,461.00 22-06AR WWTP Fire Alarm Standardization Paid by Check #114427 12/21/2023 01/03/2024 12/31/2023 01/04/2024 (123.05) Retainage Vendor 47839 - TRI SIGNAL INTEGRATION INC Totals Invoices 2 $2,337.95 Vendor 48540 - TROXLER ELECTRONIC LABS INC PSERVI-22-14456 Shop Supplies Paid by Check #114404 10/18/2023 12/20/2023 12/31/2023 12/28/2023 541.59 PSERVI-22-14458 Shop Supplies Paid by Check #114404 10/18/2023 12/20/2023 12/31/2023 12/28/2023 814.63 Vendor 48540 - TROXLER ELECTRONIC LABS INC Totals Invoices 2 $1,356.22 Vendor 40114 - TRPA 2023 Mitigation TRPA Transportation Mitigation Paid by Check #114405 11/30/2023 12/27/2023 12/31/2023 12/28/2023 21,498.84 Fees Vendor 40114 - TRPA Totals Invoices 1 $21,498.84 Vendor 49841 - TRUCKEE DONNER PUD Run by Erika Franco on 01/10/2024 12:17:55 PM Page 11 of 13 IsAp'�r 1950 'I Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount RTNGTDONNER PROP 1 2019 IMPLEMENTATION Paid by Check #114428 12/29/2023 01/03/2024 12/31/2023 01/04/2024 22,500.00 IRWM INV#9 Vendor 49841 - TRUCKEE DONNER PUD Totals Invoices 1 $22,500.00 Vendor 48747 - TYLER TECHNOLOGIES INC 045-445080 ERP Migration/Enhancements Paid by Check #114406 11/13/2023 12/20/2023 12/31/2023 12/28/2023 12,000.00 Vendor 48747 - TYLER TECHNOLOGIES INC Totals Invoices 1 $12,000.00 Vendor 49947 - USABLUEBOOK INVO0202408 Wells Paid by Check #114407 11/21/2023 12/20/2023 12/31/2023 12/28/2023 1,103.20 INVO0211001 10" Valve - Final Valve Deck Paid by Check #114407 12/04/2023 12/20/2023 12/31/2023 12/28/2023 5,172.15 INVO0216006 Wells Paid by Check #114407 12/07/2023 12/20/2023 12/31/2023 12/28/2023 2,021.01 INVO0216115 Wells Paid by Check #114407 12/07/2023 12/27/2023 12/31/2023 12/28/2023 191.19 Vendor 49947 - USABLUEBOOK Totals Invoices 4 $8,487.55 Vendor 15155 - USDA FOREST SERVICE BF041701AE088 Regulatory Operating Permits Paid by Check #114408 11/09/2023 12/20/2023 12/31/2023 12/28/2023 1,233.38 BF051900AE023 Regulatory Operating Permits Paid by Check #114408 11/09/2023 12/20/2023 12/31/2023 12/28/2023 64,209.41 Vendor 15155 - USDA FOREST SERVICE Totals Invoices 2 $65,442.79 Vendor 49100 - VALLEY EYECARE & EYEWEAR GALLERY NV3249 Safety Equipment - Physicals Paid by Check #114409 12/01/2023 12/20/2023 12/31/2023 12/28/2023 375.00 Vendor 49100 - VALLEY EYECARE & EYEWEAR GALLERY Totals Invoices 1 $375.00 Vendor 48405 - WAXIE SANITARY SUPPLY 82148603 Janitorial Supplies Inventory Paid by Check #114410 12/06/2023 12/27/2023 12/31/2023 12/28/2023 1,167.06 Vendor 48405 - WAXIE SANITARY SUPPLY Totals Invoices 1 $1,167.06 Vendor 25850 - WESTERN NEVADA SUPPLY 31026309 Small Tools Paid by Check #114411 11/07/2023 12/20/2023 12/31/2023 12/28/2023 104.04 39829892 Grounds & Maintenance Paid by Check #114411 11/07/2023 12/20/2023 12/31/2023 12/28/2023 342.52 31040866 Pipe -Covers & Manholes Paid by Check #114411 11/17/2023 12/20/2023 12/31/2023 12/28/2023 22.61 31035055 Buildings Paid by Check #114411 11/21/2023 12/20/2023 12/31/2023 12/28/2023 168.55 11043770 Valves Elbows Ts Flanges Paid by Check #114411 11/27/2023 12/20/2023 12/31/2023 12/28/2023 3,174.15 Inventory 19774149-1 Saddles & Fittings Inventory Paid by Check #114411 11/27/2023 12/20/2023 12/31/2023 12/28/2023 1,021.55 39926189 Shop Supplies Paid by Check #114411 11/28/2023 12/20/2023 12/31/2023 12/28/2023 388.67 31049487 Water Meters & Parts Paid by Check #114411 11/30/2023 12/20/2023 12/31/2023 12/28/2023 1,023.36 31050536 Secondary Equipment Paid by Check #114411 11/30/2023 12/20/2023 12/31/2023 12/28/2023 232.44 39955519 Grounds & Maintenance Paid by Check #114411 11/30/2023 12/20/2023 12/31/2023 12/28/2023 192.12 31050221 Secondary Equipment Paid by Check #114411 12/04/2023 12/20/2023 12/31/2023 12/28/2023 2,012.54 31052216 Secondary Equipment Paid by Check #114411 12/04/2023 12/20/2023 12/31/2023 12/28/2023 194.31 11043831 Pipe -Covers & Manholes Paid by Check #114411 12/05/2023 12/20/2023 12/31/2023 12/28/2023 8,756.55 39938130 Small Tools Paid by Check #114411 12/05/2023 12/20/2023 12/31/2023 12/28/2023 494.16 11042942 Boxes -Lids -Extensions Inventory Paid by Check #114429 12/06/2023 01/03/2024 12/31/2023 01/04/2024 15,824.47 11060901 Pipe -Covers & Manholes Paid by Check #114411 12/06/2023 12/20/2023 12/31/2023 12/28/2023 728.84 11060902 Saddles & Fittings Inventory Paid by Check #114411 12/06/2023 12/20/2023 12/31/2023 12/28/2023 4,062.44 11060904 Small Brass Parts Inventory Paid by Check #114411 12/06/2023 12/20/2023 12/31/2023 12/28/2023 943.01 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 12 of 13 195a Payment of Claims Payment Date Range 12/14/23 - 01/10/24 Report By Vendor - Invoice Summary Listing Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 11060905 Valves Elbows Ts Flanges Paid by Check #114411 12/06/2023 12/27/2023 12/31/2023 12/28/2023 3,737.26 Inventory 11060916 Valves Elbows Ts Flanges Paid by Check #114411 12/06/2023 12/20/2023 12/31/2023 12/28/2023 5,951.44 Inventory 11064315 Couplings Omni Parts Inventory Paid by Check #114411 12/11/2023 12/27/2023 12/31/2023 12/28/2023 7,582.04 19917425-2 Fire Hydrants & Parts Paid by Check #114411 12/11/2023 12/27/2023 12/31/2023 12/28/2023 2,881.01 Vendor 25850 - WESTERN NEVADA SUPPLY Totals Invoices 22 $59,838.08 Vendor 49738 - WEX BANK 93222496 Diesel Expense Paid by Check #114412 11/23/2023 12/20/2023 12/31/2023 12/28/2023 Vendor 49738 - WEX BANK Totals Invoices 1 Grand Totals Invoices 289 Rauch Communication chk #111629 Rauch Communication chk #114413 $111.51 $1,435,364.06 (105.00) 106.00 0111812024 P_D_C_ Total $ 1,435,364.06 Run by Erika Franco on 01/10/2024 12:17:55 PM Page 13 of 13 OL 0a0a 1950 SOUTH TAHOE PUBLIC UTILITY DISTRICT David Peterson, President BOARD MEMBERS Kelly Sheehan, Director Nick Haven, Director Shane Romsos, Vice President Nick Exline, Director Paul Hughes, General Manager REGULAR MEETING OF THE BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DISTRICT December 7, 2023 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 Peterson, Directors Haven, Romsos, Sheehan, Exline Staff: Paul Hughes, Keith Collins, Melonie Guttry, Julie Ryan, Chris Stanley, Trevor Coolidge, Donielle Morse, Bren Borley, Vinny Stagnaro, Shannon Chandler, Cliff Bartlett, Mark Seelos, Liz Kauffman, Brent Goligoski, Shelly Thomsen, Erika Franco, Chris Skelly, Megan Colvey, Adrian Combes, Star Glaze, Stephen Caswell, Jamie Taylor, Heidi Baugh, Lauren Benefield, Sinead Carney, Robert Christiansen, Dan Arce, Gary Kvistad, Art Zorio Guests: Roger Jensen, City of Mountain View and Justin Williams, MUN CPA's 1. PLEDGE OF ALLEGIANCE: 2. COMMENTS FROM THE PUBLIC: None 3. CORRECTIONS TO THE AGENDA OR CONSENT CALENDAR: Melonie Guttry reported that there is a request to add Item 13b - Conference with Legal Counsel - Existing Litigation to the Agenda. This item came to the Board's attention after the Agenda was posted and cannot wait another two weeks to be addressed. This requires a 4/5's vote to be added to the Agenda. Moved Haven/Second Sheehan/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to find that this item was brought to the Board's attention after the Agenda was posted and cannot wait another two weeks due to a December 11, 2023, deadline, and add Agenda Item 13b to Closed Session - Conference with Legal Counsel - Existing Litigation. 4. ADOPTION OF CONSENT CALENDAR: Moved Romsos/Second Exline/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to approve the Consent Calendar as presented. REGULAR BOARD MEETING MINUTES: December 7, 2023 PAGE - 2 a. WINTER STORMS EMERGENCY RESPONSE (Paul Hughes, General Manager) Pursuant to Public Contract Code Section 22050(c), continued the emergency action to respond to the Winter Storms Emergency pursuant to Resolution No. 3242-23. b. KELLER HEAVENLY WATER SYSTEMS IMPROVEMENTS, PHASE 2 PROJECT (Trevor Coolidge, Senior Engineer) 1) Approved no -cost Final Balancing Change Order No. 3 to White Rock Construction, Inc., 2) Approved the Project Closeout Agreement and Release of Claims with White Rock Construction Inc., for the Keller Heavenly Water System Improvements, Phase 2 Project; and 3) Authorized the General Manager to execute Change Order No. 3 and the Project Closeout Agreement and Release of Claims. c. DIAMOND VALLEY RANCH IRRIGATION IMPROVEMENT PROJECT (Julie Ryan, Engineering Department Manager) 1) Approved Project Closeout Agreement and Release of Claims with Thomas Haen Company, Inc., for the Diamond Valley Ranch Irrigation Improvement Project; and 2) Authorize the General Manager to execute the Project Closeout Agreement and Release of Claims. d. ENGINEERING PROCESS AND PROCEDURES (Julie Ryan, Engineering Department Manager) Adopted Resolution No. 3260-23 granting authority to the General Manager to approve certain regulatory and contracting documents. e. LIABILITY CLAIM AGAINST SOUTH TAHOE PUBLIC UTILITY DISTRICT RECEIVED FROM MATTHEW EERNISSE (Ryan Lee, Customer Service Manager) Rejected the Claim against South Tahoe Public Utility District for losses allegedly sustained by Matthew Eernisse. f. AERATION BLOWER SYSTEM IMPROVEMENTS PROJECT (Brent Goligoski, Associate Engineer) 1) Approved the Proposal to amend existing Task Order No. 24 for Carollo Engineers, Inc., for additional engineering services for the Aeration Blower System and Improvements Project in an amount not to exceed $177,570; and 2) Authorized the General Manger to execute Amendment A to Task Order No. 24 to the Master Services Agreement with Carollo Engineers, Inc. g. RECEIVE AND FILE PAYMENT OF CLAIMS (Greg Dupree, Accounting Manager) Received and filed Payment of Claims in the amount of $4,100,623.31. h. REGULAR BOARD MEETING MINUTES: November 16, 2023 (Melonie Guttry, Executive Services Manager/Clerk of the Board) Approved November 16, 2023, Minutes 5. CONSENT ITEMS BROUGHT FORWARD FOR SEPARATE DISCUSSION/ACTION: None REGULAR BOARD MEETING MINUTES: December 7, 2023 PAGE - 3 6. PRESENTATION: Roger Jensen, Chief Information Officer / IT Director with the City of Mountain View presented the MISAC Award of Excellence to the Information Technology (IT) Department. Paul Hughes congratulated the IT Department for their commitment to excellence. Justin Williams provided a PowerPoint presentation regarding the 2022-2023 Audit results. Paul Hughes addressed several questions from the Board and agreed to follow up on certain questions. Directors Romsos and Sheehan thanked and congratulated staff on the audit results. 7. ITEMS FOR BOARD ACTION: a. Secondary Clarifier No. 1 Rehabilitation Project (Stephen Caswell, Principal Engineer) - Stephen Caswell provided details regarding the Secondary Clarifier No. 1 Rehabilitation Project. Moved Sheehan/Second Romsos /Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to 1) Find minor irregularities in the bid from T&S Construction Co., Inc. to be immaterial and waive immaterial irregularities; and 2) Award the Project to the lowest responsive, responsible bidder, T&S Construction Co., Inc., in the amount of $1,810,750. b. Director of Operations Position (Paul Hughes, General Manager; Liz Kaufman, HR Director) - Paul Hughes provided details regarding the new management position titled Director of Operations and addressed questions from the Board. Moved Exline/Second Sheehan/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to approve the addition of a new management position titled Director of Operations with a monthly salary range of $14,557 - $18,579 and approve the wage and associated benefits expenditure to be added to the fiscal year 2023/2024 budget. c. Election of Board Officers (Melonie Guttry, Executive Services Manager/Board Clerk) Moved Haven/Second Sheehan/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to elect Dave Peterson Board President for the 2024 Calendar Year. d. Election of Board Officers (Melonie Guttry, Executive Services Manager/Board Clerk) Moved Exline/Second Sheehan/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to elect Shane Romsos Board Vice President for the 2024 Calendar Year. 8. STANDING AND AD -HOC COMMITTEES AND LIAISON REPORTS: President Peterson will not be able to attend the December 13'" El Dorado Water Agency Meeting and Alternate Director Sheehan may attend in his absence. 9. BOARD MEMBER REPORTS: Director Romsos reported he had a discussion with Stephen Caswell regarding the strategic water plan. President Peterson reported that an article was recently in the Wall Street Journal regarding bit coin mining and a study that concluded that the water use used for bitcoin mining exceeded the water use for New York City. 10. STAFF/ATTORNEY REPORTS: REGULAR BOARD MEETING MINUTES: December 7, 2023 PAGE - 4 Donielle Morse provided a PowerPoint presentation regarding current grant and loan funding resources and addressed questions from the Board. Director Exline thanked staff for the presentation and asked that grants staff be included in the System Efficiency and Sustainability Committee meetings. Shelly Thomsen and Cliff Bartlett provided details regarding electric vehicle fleet to meet the California regulations for 2024 and addressed questions from the Board. 11. GENERAL MANAGER REPORT: Paul Hughes reported on several items: • The District's Holiday Party is tomorrow night at 6 p.m. • Due to holiday closures and possible lack of quorum, the District will possibly be cancelling the January 4, 2024, Board meeting. 12. NOTICE OF PAST AND FUTURE MEETINGS/EVEN 13. BREAK AND ADJOURN TO CLOSED SESSION: 3:34 p.m. RECONVENE TO OPEN SESSION: 4:27 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: 4:28 p.m. David Peterson, Board President South Tahoe Public Utility District Melonie Guttry, Executive Services Manager/ Clerk of the Board South Tahoe Public Utility District OL 0a0a 1950 SOUTH TAHOE PUBLIC UTILITY DISTRICT David Peterson, President BOARD MEMBERS Kelly Sheehan, Director Nick Haven, Director Shane Romsos, Vice 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 December 21, 2023 MINUTES The South Tahoe Public Utility District Board of Directors met in a regular session, 2:01 p.m., at the District Office, located at 1275 Meadow Crest Drive, South Lake Tahoe, California. ROLL CALL: Board of Directors: President Peterson, Directors Haven, Romsos, Sheehan, Exline Staff: Paul Hughes, Andrea Salazar, Keith Collins, Melonie Guttry, Shannon Chandler, Ryan Lee, Greg Dupree, Chris Stanley, Trevor Coolidge, Stephen Caswell, Vincent Stagnaro, Mark Seelos, Heidi Baugh Brent Goligoski, Shelly Thomsen, Buck McClelland, Megan Colvey, Taylor Jaime, Donielle Morse Guests: Heidi Mayerhofer, Senator Marie Alvarado-Gil's Office 1. PLEDGE OF ALLEGIANCE: 2. COMMENTS FROM THE PUBLIC: Heidi Mayerhofer from Senator Alvarado-Gil's Office introduced herself as the Senator's liaison and provided her mobile hours at City Hall. The Board expressed their appreciation to the Senator's office for all the water bills and her support. 3. CORRECTIONS TO THE AGENDA OR CONSENT CALENDAR: None 4. ADOPTION OF CONSENT CALENDAR: Moved Romsos/Second Haven/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to approve the Consent Calendar as presented. a. WINTER STORMS EMERGENCY RESPONSE (Paul Hughes, General Manager) Pursuant to Public Contract Code Section 22050(c), continued the emergency action to respond to the Winter Storms Emergency pursuant to Resolution No. 3242-23. b. REBID 2023 ASPHALT PATCHING AND TRENCH PAVING SERVICES BID (Chris Stanley, Field Operations Manager and Heidi Baugh, Purchasing Agent) Approved Change Order No. 3 for final quantities for the 2023 season. REGULAR BOARD MEETING MINUTES: December 21, 2023 PAGE - 2 c. DIAMOND VALLEY RANCH ENGINEERING SUPPORT SERVICES (Mark Seelos, Water Resources Manager) 1) Approved the proposed Scope of Work from JLR Consultants to provide as -needed consulting support services for operation and reporting of recycled water systems at Diamond Valley Ranch over a two-year period; and 2) Authorized the General Manager to execute Task Order No. 1 in an amount not to exceed $125,000 over Fiscal Years 2024 and 2025. d. SEWER PUMP STATIONS CATHODIC PROTECTION TESTING AND WET WELL CONDITION ASSESSMENT (Megan Colvey, Senior Engineer) 1) Approved the proposed Scope of Work from JDH Corrosion Consultants, Inc. for corrosion engineering and condition assessment services for 29 Sewer Pump Stations; and 2) Authorized the General Manger to execute Task Order No. 10 to the Master Services Agreement with JDH Corrosion Consultants, Inc. in the amount of $123,800. e. 2023 LUTHER PASS AND HEAVENLY TANKS REHABILITATION PROJECT (Brent Goligoski, Associate Engineer) 1) Approved Change Order No. 2 to Farr Construction dba Resource Development Company, in the amount of $225,490; and 2) Authorized the General Manager to execute Change Order No. 2. f. TALLAC CREEK SEWER PIPELINE PROTECTION PROJECT (Julie Ryan, Engineering Department Manager) Approved Change Order No. 3 to Haen Constructors, reducing the contract amount by $138,901.87 and extending the Contract Time to 473 days. g. CALPERS REQUIRED PAY LISTING BY POSITION (Greg Dupree, Accounting Manager) Adopted Resolution 3261-23 which incorporates the Pay Listing by Position for the pay listing effective November 9, 2023. h. FINANCIAL TRANSACTION AUTHORIZATION (Greg Dupree, Accounting Manager) Adopted Resolution No. 3262-23 authorizing certain staff to conduct financial transactions, superseding Resolution No. 3240-23. i. LOCAL AGENCY INVESTMENT FUND FINANCIAL TRANSACTION AUTHORIZATION (Greg Dupree, Accounting Manager) Adopted Resolution No. 3263-23 authorizing certain staff to conduct Local Agency Investment Fund Financial Transactions. j. TAHOE REGIONAL PLANNING AGENCY CERTIFICATES OF DEPOSIT (Greg Dupree, Accounting Manager) Adopted Resolution No. 3264-23 authorizing certain staff to initiate purchase and redemptions of Certificates of Deposit held by Tahoe Regional Planning Agency, superseding Resolution No. 3239-23. k. RECEIVE AND FILE PAYMENT OF CLAIMS (Greg Dupree, Accounting Manager) Received and filed Payment of Claims in the amount of $2,927,548.73. REGULAR BOARD MEETING MINUTES: December 21, 2023 PAGE - 3 5. CONSENT ITEMS BROUGHT FORWARD FOR SEPARATE DISCUSSION/ACTION: None 6. ITEMS FOR BOARD ACTION: a. Herbert Walkup Pipeline Replacement Project (Brent Goligoski, Associate Engineer) - Brent Goligoski provided details regarding the Herbert Walkup Pipeline Replacement Project and addressed questions from the Board. Moved Sheehan/Second Romsos/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to 1) Find that the minor irregularities from Vinciguerra Construction, Inc. to be immaterial and waive the irrigularities; and 2) Award the Contract for the Herbert Walkup Pipeline Replacement Project to the lowest responsive, responsible bidder Vinciguerra Construction Inc. in the amount of $5,565,630. b. Stanford Camp Electrical and Generator Building Emergency Replacement Project (Julie Ryan, Engineering Department Manager and Trevor Coolidge, Senior Engineer) - Trevor Coolidge provided details regarding the Stanford Camp Electrical Generator Building Emergency Replacement Project and addressed questions from the Board. Paul Hughes provided details regarding the Emergency Storms Item regarding the work done at Stanford Camp. Moved Romsos/Second Haven/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to 1) Authorize staff to advertise for bids for the Stanford Camp Electrical and Generator Building Project; 2) Authorize staff to negotiate and purchase 30kw MTU generator and accessory components. c. Board Committees Assignments (Melonie Guttry, Executive Services Manager/Board Clerk) - President Peterson requested to eliminate Standing Committee: Organizational Structure, Service and Efficiency; and Ad -Hoc Committee: General Management Recruitment. Additionally, the primary liaison for City and County Fire Departments will be Director Haven with Director Romsos as the alternate and Melonie Guttry read the following committee appointments: STANDING COMMITTEES (Requires noticing prior to meetings) 1) Executive Committee Peterson/Romsos 2) Finance Committee - Peterson/Haven 3) Water and Wastewater Operations Committee - Romsos/Haven 4) System Efficiency and Sustainability Committee - Romsos/Exline AD HOC COMMITTEES (Temporary in nature; no noticing requirements prior to meetings) 1) Lakeside Park Associates - Sheehan/Romsos 2) Workforce Housing - Romsos/Exline 3) Tahoe Keys Negotiations - Romsos/Exline LIAISONS (Provides representation upon request by Board President) 1) Alpine County - Romsos 2) ACWA (Association of California Water Agencies) -Peterson 3) CASA (California Association of Sanitation Agencies) - Romsos 4) El Dorado County Oversight Board - Sheehan/Hughes Alternate 5) City and County Fire Departments - Haven/Romsos Alternate 6) El Dorado County - Haven 7) City Council - Exline REGULAR BOARD MEETING MINUTES: December 21, 2023 PAGE - 4 8) US Forest Service - Romsos BOARD APPOINTED REPRESENTATIVES (Attends Agency Board Meetings as a voting member) 1) El Dorado Water Agency - Peterson/Sheehan Alternate 2) ACWA/JPIA Board Representative - Peterson/Kauffman Alternate Moved Sheehan/Second Petertson/Peterson Yes/Haven Yes/Romsos Yes/Sheehan Yes/Exline Yes to approve Directors as assigned for each committee, liaisons, and Board appointed representatives for the 2024 calendar year. 7. STANDING AND AD -HOC COMMITTEES AND LIAISON REPORTS: Paul Hughes reported regarding the December 13, 2023, El Dorado Water Agency meeting. Director Sheehan reported regarding the El Dorado County Oversight Committee meeting stating that standard business was conducted and some surplus equipment will be sold to be used for affordable housing. Any surplus of funds will be returned in 2024-2025. 8. BOARD MEMBER REPORTS: Director Sheehan represented the Board at the Employee Communications Committee on December 13, which was well attended and very informative. There was a great vibe in the room and the Board received kudos for the good General Manager hire. 9. STAFF/ATTORNEY REPORTS: Mark Seelos provided a PowerPoint presentation regarding the South Upper Truckee Well Update and addressed questions from the Board. 10. GENERAL MANAGER REPORT: Paul Hughes reported on several items: • Provided a staffing update and introduced Andrea Salazar as the Chief Financial Officer • The January 4, 2024, Board meeting is being cancelled and the next Board meeting will be January 18, 2024. A Board Workshop will be included before the January 18t" Board meeting. • Labor negotiations will begin January 1 Ot" The Compensation Study began December 12tn and he provided details regarding the process. • The consultant is working on the rate studies and will present in February, 2024. • Trevor Coolidge provided an update regarding the solar project status. 11. NOTICE OF PAST AND FUTURE MEETINGS/EVENTS ADJOURNMENT: 3:01 p.m. David Peterson, Board Presideni South Tahoe Public Utility District Melonie Guttry, Executive Services Manager/ Clerk of the Board South Tahoe Public Utility District �sr,apot WATER CONSERVATION PROGR Lauren Benefield Water Conservation Specialist fIn.,90M,II 4,000 3,500 3,000 2,500 2,000 1,500 1,000 500 Annual Water Production 1988 - 2023 Water Conservation Program 2,632 2,659 20X2020 2,519 2,552 2,488 2,446 2,426 2,326 2280 2,313 314 2,256 Water Use Eff 2,210 2,236 2,226 2,195 2,213 '--- 2,129 2,133 - - - - 2,124 Stds 2,026 2,065 --- 4 1,958 -5 1,795 78 3 1,708 1,675 1,579 Water Meters 0 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 500 400 300 c� 200 100 Average Monthly Water Production 1988 - 2023 January February March April May June July August September October November December . �. . III Shortage District Percent Level Administrative Code Shortage Water Shortage Condition Stages Range' {NarraQt+ue deser�pt�or�� Nomerlcol Value as a percent Add ad&tlono, rows as needed 1 1 Up to 10% Minor Supply Reduction R1 2 Up to 20% 3 II Up to 30% Significant Supply Reduction (e.g., 1111100) 4 Up to 40% 5 Up to 50% Significant Supply Reduction under Water 6 III >50% Emergency Condition (e.g•, wildfire with RP0) One stoge in the vVater Shortage Contingency PWn mustaddress a water shortage of50"K NOTES: 1, Table format based on DWR Guidebook Table 8-1_ 2, This water shortage condition could he triggered if the District provides emergency supply to neighboring water systems under below normal or dry water years_ WATER CONSERVATION STAG E I Designated watering days (3X/weel<) Repair all leaks Do not allow irrigation runoff to flow onto street or adjacent prop All hoses fitted with shut-off nozzle goyTH TaHoe AVBCJC UTILITY D13SR�� CUSTOMER SERVICES FREE SERVICES TURF BUY BACK T r /N FREE SERVICES Water Wise Landscape Consultations Water Wise House Calls 2023 - 82 2022 - 79 2023 - 10 2022 - 31 Minimum GPH LEAK DETECTION 5,281 Leak Alerts Sent Leak Investigation and Repairs —26 million gallons water saved Minimum Duration Mel The cleaning people inadvertently left the hot water Faucet on in our upstairs bathroom. Since no one was there, it ran until this email came and it was checked out. Thank you! Not A Leak -198 Gallons Per Hour Confirmed as Left a Hose or Faucet Running Dennis & Julie Wardell We found water slowly coming up the stop & drain stand pipe. We turned the stop & drain on & off several times to engage the valve to be fully open before the water went down- l e of the problem. There had been sufficient water pressure in the house and we didn't hear water running, so thank you For notifying us, we really appreciate it! Leak Found - 7 Gallons Per Hour Confirmed as Other sEnsus ..PEpL ® �r TURF BUY BACK Conversions • 2023 - 22 customers • 2022 — 26 customers Square Feet Converted • 2023 — 27,325 sq ft • 2022 — 34,027 sq ft Gallons of Water Saved Annually • 2023 — 341,949 gallons • 2022 — 590,030 gallons Residential - 1.50 per square foot up to $3,000 or 2000 sqft Commercial — 1.50 per sq ft up to $5,000 or 3,333 sqft BEFORE REBATES Irrigation Controller Rebate • 2023 — 16 controllers; $1,586.78 • 2022 — 13 controllers; $1,291.50 0 I R R I GAT I O N Clothes Washer $ CONTROLLER REBATE Get paid for updating your irrigation • 2023 — 29 clothes washers; $6,200 $ controller with a WaterSense controller. • 2022 — 51 clothes washers; $8,800 High Efficiency Toilet Rebate • 2023 — 43 toilets; $3,745.04 • 2022 — 51 toilets; $4349.50 Leak Repair • 2023 — 24 leaks repaired; $1 1,452.06 • 2022 — 15 leaks repaired; $8,149.60 Public Agency Retrofit • $26,868.66 used by LTUSD • Working with City to utilize remaining funds mywater.stpud.us R goyTH TaHoe AV�CJC UTIL17Y ➢1°.��`� OUTREACH DIGITAL MESSAGING FARMERS MARKETS COMMUNITY EVENTS TAHOE FRIENDLY GARDEN WORKSHOPS Dear Ian & Rachel, As temperatures drop below freezing, protecting your home plumbing from the damage and expense caused by frozen pipes is essential. Remember these tips to prepare your home for chilly temps. Before freezing temperatures set in: • Turn off and drain irrigation systems. • Disconnect and drain all outdoor hoses. • Insulate exposed pipes or faucets. • Seal holes and cracks in exterior walls, foundation, and around pis- • Locate and test your home shut-off valve • Make sure STPUD has your current phone number in case of an emergency. To update your contact information, call 530-544-6474 or visit stpud.watersm art. com- If you are away from your home during the winter months: • Turnoff yourhome shut-offvaIve. • Open indoor and outdoor faucets to drain pipes Remember to close faucets once drained. • Open all bedroom, bathroom, and closet doors, and cabinet doors in the kitchen and bathroom. • Keep the thermostat at 55 degrees {as recommended by the Insurance Information Institute}. To learn more about winterizing your home, visit https: /lstpud. uslcusto merstwinterizing-tips!. Best, South Tahoe Public Utility District DIGITAL MESSAGING * southtahoepud uthtahoe ud Don't let the r€f start your holiday season off with a fright! Make sure to dismnnert and drain outdoor spigots. Keep your homesate this holiday season! #watercons—tion #southnhoepud 5w View insights o a V Liked by southlaketahoefire and 29 others Decemher 1, 2023 OAdd a wm t., Boost post n * Posts across networks r 2.21/u from 951 Post impressions across networks Water Use Portal Email Messaging Social Media FARMERS MARKETS • El Dorado County Farmers Market • Meyers Mountain Market • Ski Run Farmers Market A. SOUTH TAjjO� Vet�C UTILITY llgit� v COMMUNITY EVENTS • Earth Day Festival • High Elevation Gardening Festival • Tahoe Mountain Biking Festival • Wildfire Safety Expo • A Day in Paradise Park • FireFest • Tahoe Summit • Business Expo i TAHOE FRIENDLY GARDEN WORKSHOPS Tahoe Friendly Garden Attendees by Date W3 15 June 27 July 18 FM August I August 22 V,* Learn how to design & plant a Tahoe Friendly Garden. RETH INKING YOUR LAWN TU E 6/27: 6 pm - 7 pm PLANNING YOUR TAHOE FRIENDLY LANDSCAPE TU E 7/18: 6 pm - 7:30 pm DESIGNING TAHOE FRIENDLY GARDENS TU E 8/1: 6 pm - 7:30 pm EFFICIENT IRRIGATION & DRIP IRRIGATION DESIGN TUE 8/22: 6 pm - 7:30 pm Hosted at South Tahoe Public Utility District 1275 Meadow Crest Drive UPCOMING FOR CONSERVATION • Water Budget = MA • Indoor Standards • Outdoor Standards • Water Loss Standards • CII — Designated 1 Irrigation Meters (DIMs) • Variances (Seasonal Population Variance) • Cannot Irrigate with Potable Water: • Commercial • Industrial ~ • Institutional • Multi -Family 0- • Updating Residential Wate Conservation Stages QUESTIONS? Ibene field@stpud.us General Manager Paul Hughes ■ TO: FROM: � South Tahoe Public Utility District MEETING DATE ITEM - PROJECT NAME Directors Nick Haven Shane Romsos David Peterson Kelly Sheehan Nick Exline 1275 Meadow Crest Prive • South Lake Tahoe ■ CA 96150-7401 Phone 530 544-0474 • Fax 530 541-0614 • www.5tpud.u5 BOARD AGENDA ITEM 1la Board of Directors Paul Hughes, General Manager Liz Kauffman, Human Resources Director January 18, 2024 Closed Session - Union Memorandum of Understanding Contract Negotiations REQUESTED BOARD ACTION: Direct Staff DISCUSSION: Pursuant to Government Code Section 54957.6(a)/Conference with Labor Negotiators re: Memorandum of Understanding with Stationary Engineers, Local 39. Present at this Closed Session will be Agency Negotiators: Paul Hughes, General Manager; Andrea Salazar, Chief Financial Officer; Liz Kauffman, Human Resources Director. SCHEDULE: N/A COSTS: N/A ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A ATTACHMENTS: N/A CONCURRENCE WITH REQUESTED ACTION- CATEGORY: Sewer/Water GENERAL MANAGER: YES NO Aa CHIEF FINANCIAL OFFICER: YES NO General Manager Paul Hughes Directors Nick Haven Shane Romsos . David Peterson iNBte 5outh Tahoe Kelly Sheehan Nick Exline PubIEc Utility District 1275 Meadow Crest Drive • 5outh Lake Tahoe ■ CA 96150-7401 Phone 530 544-0474 • Fax 530 541-0614 • www.5tpud.uF, BOARD AGENDA ITEM 11b TO: Board of Directors FROM: Paul Hughes, General Manager Andrea Salazar, Chief Financial Officer Liz Kauffman, Human Resources Director MEETING DATE: January 18, 2024 ITEM - PROJECT NAME: Closed Session - New Management Memorandum of Understanding Contract Negotiations REQUESTED BOARD ACTION: Direct Staff DISCUSSION: Pursuant to Government Code Section 54957.6(a)/Conference with Labor Negotiators re: Memorandum of Understanding with the Management Group. Present at this Closed Session will be Agency Negotiators: Paul Hughes/General Manager; Andrea Salazar, Chief Financial Officer; and Liz Kauffman, Human Resources Director. SCHEDULE: N/A COSTS: N/A ACCOUNT NO: N/A BUDGETED AMOUNT AVAILABLE: N/A ATTACHMENTS: N/A CONCURRENCE WITH REQUESTED ACTION: CATEGORY: General A GENERAL MANAGER: YES NO CHIEF FINANCIAL OFFICER: YES NO