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05-20-25 EO&WR Committee Packet
1 OTAY WATER DISTRICT ENGINEERING, OPERATIONS, & WATER RESOURCES COMMITTEE MEETING and SPECIAL MEETING OF THE BOARD OF DIRECTORS 2554 SWEETWATER SPRINGS BOULEVARD SPRING VALLEY, CALIFORNIA BOARDROOM TUESDAY MAY 20, 2025 12:00 P.M. This is a District Committee meeting. This meeting is being posted as a special meeting in order to comply with the Brown Act (Government Code Section §54954.2) in the event that a quorum of the Board is present. Items will be deliberated, however, no formal board actions will be taken at this meeting. The committee makes recommendations to the full Board for its consideration and formal action. AGENDA 1. ROLL CALL 2. PUBLIC PARTICIPATION – OPPORTUNITY FOR MEMBERS OF THE PUBLIC TO SPEAK TO THE BOARD ON ANY SUBJECT MATTER WITHIN THE BOARD’S JU- RISDICTION INCLUDING AN ITEM ON TODAY’S AGENDA DISCUSSION ITEMS 3. AUTHORIZE THE GENERAL MANAGER TO EXECUTE AN AGREEMENT WITH KIRK PAVING FOR AS-NEEDED URGENT PAVING SERVICES IN AN AMOUNT NOT-TO-EXCEED $600,000 FOR THE INITIAL ONE-YEAR TERM, WITH FOUR (4) ONE-YEAR RENEWAL OPTIONS, FOR A TOTAL AMOUNT NOT-TO-EXCEED $3,000,000 OVER FIVE YEARS (ZACHARY THORNTON/CHARLES MEDEROS) [5 MINUTES] 4. AWARD TWO (2) PROFESSIONAL SERVICE AGREEMENTS FOR AS-NEEDED HYDRAULIC MODELING SERVICES AND AUTHORIZE THE GENERAL MANAGER TO EXECUTE TWO CONTRACTS WITH WATER SYSTEMS CONSULTING INC. AND WOOD RODGERS, INC., EACH IN AN AMOUNT NOT-TO-EXCEED $175,000. THE TOTAL AMOUNT OF THE TWO (2) CONTRACTS WILL NOT EXCEED $175,000 DURING FISCAL YEARS 2026 AND 2027 (ENDING JUNE 30, 2027) (BETH GENTRY) [5 MINUTES] 5. AWARD A CONSTRUCTION CONTRACT TO JENNETTE COMPANY, INC. (JEN- NETTE) AND AUTHORIZE THE GENERAL MANAGER TO EXECUTE AN AGREE- MENT WITH JENNETTE FOR THE 711 PUMP STATION IMPROVEMENTS PHASE I PROJECT IN AN AMOUNT NOT-TO-EXCEED $698,000 (JEFF MARCHIORO) [5 MINUTES] 2 6. ADOPT RESOLUTION NO. 4458 APPROVING THE SEWER ANNEXATION OF PROPERTY OWNED BY YOUSIF YOULIYAN (APN 519-282-09-00 – 3344 INDIAN MILLS LANE, JAMUL, 91935) TO OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT NO. 18 (KEVIN CAMERON) [5 MINUTES] 7. ADOPT RESOLUTION NO. 4455 APPROVING THE SEWER ANNEXATION OF PROPERTY OWNED BY VICTOR & ALEJANDRA MARTINEZ (APN 517-101-25-00 – 1764 HIDDEN MESA ROAD, EL CAJON, 92019) TO OTAY WATER DISTRICT SEW- ER IMPROVEMENT DISTRICT NO. 18 (KEVIN CAMERON) [5 MINUTES] 8. THIRD QUARTER FISCAL YEAR 2025 CAPITAL IMPROVEMENT PROGRAM RE- PORT (KEVIN CAMERON) [5 MINUTES] BOARD MEMBERS ATTENDING: Robak, Chair Jose Lopez All items appearing on this agenda, whether or not expressly listed for action, may be delib- erated and may be subject to action by the Board. The agenda, and any attachments containing written information, are available at the Dis- trict’s website at www.otaywater.gov. Written changes to any items to be considered at the open meeting, or to any attachments, will be posted on the District’s website. Copies of the agenda and all attachments are also available by contacting the District Secretary at (619) 670-2253. If you have any disability which would require accommodation in order to enable you to par- ticipate in this meeting, please call the District Secretary at 619-670-2253 at least 24 hours prior to the meeting. Certification of Posting I certify that on May 16, 2025, I posted a copy of the foregoing agenda near the regular meet- ing place of the Board of Directors of Otay Water District, said time being at least 24 hours in advance of the meeting of the Board of Directors (Government Code Section §54954.2). Executed at Spring Valley, California on May 16, 2025. /s/ Tita Ramos-Krogman, District Secretary STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 4, 2025 SUBMITTED BY: Zachary Thornton, Utility Maintenance Supervisor PROJECT: Various DIV. NO. ALL APPROVED BY: Charles Mederos, Utility Services Manager Jake Vaclavek, Acting Chief, Water Operations Jose Martinez, General Manager SUBJECT: AS-NEEDED URGENT PAVING SERVICES AGREEMENT GENERAL MANAGER’S RECOMMENDATION: That the Board of Directors authorize the General Manager to execute an agreement with Kirk Paving for as-needed urgent paving services in an amount not-to-exceed $600,000 for the initial one-year term, with four (4) one-year renewal options, for a total amount not-to-exceed$3,000,000 over five years. COMMITTEE ACTION: See “Attachment A.” PURPOSE: It is the responsibility of the District to perform critical and time- sensitive asphaltic concrete paving work in a cost-effective and timely manner. ANALYSIS: The District currently maintains a five-year agreement, effective July 1, 2021, with an amount of $300,000 per fiscal year for as-needed emergency paving services, not-to-exceed $1,500,000 over the life of AGENDA ITEM 3 2 the agreement. This agreement is utilized to perform urgent asphalt removal and replacement in public roadways, typically following emergency water main breaks or other incidents requiring immediate restoration to maintain water service and public safety. The District has exercised three of the four available renewal options. In FY 2025, the District experienced multiple main breaks and leaks that required staff to utilize the as-needed urgent paving agreement to perform base paving or final surface restoration. Expenditures for FY 2025 are projected to reach approximately $608,000, with a four-year average of $362,000 annually. To date, total expenditure under the current agreement is $1,448,557, nearing the agreement maximum of $1,500,000. To ensure continuity of urgent paving services and avoid delays associated with bidding, awarding, and mobilizing contractors, staff recommend establishing a new agreement with an updated not-to-exceed amount. This will facilitate timely, safe, and cost-efficient urgent road repairs without service disruption, especially since the funds in the existing agreement are nearly depleted. In accordance with the District’s purchasing policies, formal bids were solicited on March 14, 2025, via PlanetBids (the District’s online bid portal), the District’s website, and advertised on the Daily Transcript. On March 27, 2025, one prospective contractor attended a non-mandatory pre-bid meeting held via Zoom. Bids were received and publicly opened through PlanetBids on April 10, 2025, with results summarized below: Bidder Weighted Score Joe’s Paving Co., Inc. 32176.30 Kirk Paving, Inc. 19657.00 Bids were submitted on a unit-cost basis, accounting for the types of paving work typically required during urgent/emergency responses. Each work type was assigned a weight factor based on historical usage frequency. The weight factors were multiplied by the unit costs to determine a weighted unit score. The total score was used to identify the lowest bid. Please refer to “Attachment B” for the bid evaluation matrix. Staff recommend awarding a new agreement to the lowest, responsive, and responsible bidder, Kirk Paving, Inc., for as-needed urgent paving services. The agreement will have a not-to-exceed amount of $600,000 per year, for an initial one-year term plus four (4) one-year optional renewal periods, for a total not-to-exceed amount of $3,000,000 over five years. The proposed agreement structure is outlined below: 3 Term Year NTE Amount Initial Term FY 2026 $600,000 Option to Renew Term 1 FY 2027 $600,000 Option to Renew Term 2 FY 2028 $600,000 Option to Renew Term 3 FY 2029 $600,000 Option to Renew Term 4 FY 2030 $600,000 Total $3,000,000 Every year, staff will assess the cost of paving, which is believed to increase due to the rise in construction activities and will discuss with the contractor if their unit price remains the same or if a reasonable increase adjustment is needed for an additional year agreement. Then, staff will either propose to renew the agreement or will go over the process again requesting additional proposals from other contractors. FISCAL IMPACT: Joe Beachem, Chief Financial Officer Staff have prepared the FY 2026 budget, which includes $330,000 for main break repairs and $320,000 for minor to moderate repairs related to this agreement, resulting in a total increase of $650,000 to the District’s operating budget. Historically, costs for emergency paving were recoverable through third-party damage claims for significant roadway impacts. However, the District is transitioning away from submitting claims to insurance and will assume direct responsibility for third-party damages moving forward. Staff anticipate that reduced insurance premiums over the next three years will help offset the increased costs associated with main breaks and related third-party damage. The Project Manager has reviewed the budget and believes the allocated amount is sufficient to meet paving-road repair requirements for FY 2026 and potentially for future years, pending agreement renewal. STRATEGIC GOAL: This project supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner” and the General Manager’s Vision, "To be a model water agency by 4 providing stellar service, achieving measurable results, and continuously improving operational practices." LEGAL IMPACT: None Attachments: Attachment A – Committee Action Attachment B – As-Needed Paving Services Bid Score Matrix ATTACHMENT A SUBJECT/PROJECT: AS-NEEDED URGENT PAVING SERVICES AGREEMENT COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee reviewed this item at a meeting held on May 20, 2025, and the following comments were made: NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for board approval. This report will be sent to the Board as a committee approved item, or modified to reflect any discussion or changes as directed from the committee prior to presentation to the full board. Otay Water District Bid Results for Project As-Needed Urgent Paving Services (FY25-3232-0314) Issued on 03/14/2025 Bid Due on April 10, 2025 4:00 PM (PDT) Exported on 04/10/2025 Line Totals (Unit Price * Quantity) Item Num Section Description Unit of Measure Quantity Kirk Paving, Inc. - Unit Price Kirk Paving, Inc. - Line Total Joe's Paving Co., Inc. - Unit Price Joe's Paving Co., Inc. - Line Total 1 Section 1: 2,000 SF or Less Asphalt 7"-12"SF 10 $20.50 $205.00 $11.00 $110.00 2 Section 1: 2,000 SF or Less 2.0" Grind & Pave SF 10 $7.00 $70.00 $8.12 $81.20 3 Section 1: 2,000 SF or Less Asphalt 0"-6"SF 5 $18.50 $92.50 $10.65 $53.25 4 Section 1: 2,000 SF or Less Traffic Striping LF 8 $1.00 $8.00 $12.30 $98.40 5 Section 1: 2,000 SF or Less Grinding 0"-6"SF 3 $6.00 $18.00 $1.65 $4.95 6 Section 1: 2,000 SF or Less Grinding 7"-12"SF 8 $8.00 $64.00 $1.80 $14.40 7 Section 1: 2,000 SF or Less Sand/Seal SF 3 $0.25 $0.75 $0.75 $2.25 8 Section 1: 2,000 SF or Less Chip Seal SF 5 $1.25 $6.25 $5.07 $25.35 9 Section 1: 2,000 SF or Less Thermo Plastic Logos SF 5 $3.00 $15.00 $250.00 $1,250.00 10 Section 1: 2,000 SF or Less Thermo Plastic Striping LF 3 $3.00 $9.00 $39.00 $117.00 11 Section 1: 2,000 SF or Less Temp Tab EA 8 $1.50 $12.00 $1.00 $8.00 12 Section 1: 2,000 SF or Less Temp Striping LF 8 $1.00 $8.00 $2.50 $20.00 13 Section 1: 2,000 SF or Less Traffic Loops EA 3 $850.00 $2,550.00 $1,200.00 $3,600.00 14 Section 1: 2,000 SF or Less Base Removal/Replace/Compact TN 3 $20.00 $60.00 $1.70 $5.10 15 Section 1: 2,000 SF or Less Saw Cut 0"-6"LF 1 $1.00 $1.00 $5.75 $5.75 16 Section 1: 2,000 SF or Less Saw Cut 6"-12"LF 1 $1.00 $1.00 $9.70 $9.70 17 Section 1: 2,000 SF or Less Saw Cut 12"+SF 1 $1.00 $1.00 $22.00 $22.00 18 Section 1: 2,000 SF or Less GeoTech Services (4 Hour Minimum)HR 10 $125.00 $1,250.00 $185.00 $1,850.00 19 Section 1: 2,000 SF or Less Trucking - Haul Per Hour ( 4 Hour HR 10 $140.00 $1,400.00 $140.00 $1,400.00 20 Section 1: 2,000 SF or Less Dump Fees LD 10 $100.00 $1,000.00 $200.00 $2,000.00 21 Section 1: 2,000 SF or Less Time & Materials Mark-Up Rate %5 $10.00 $50.00 $8.00 $40.00 Subtotal $6,821.50 $10,717.35 22 Section 2: 2001 SF to 10,000 SF Asphalt 7"-12"SF 10 $16.50 $165.00 $11.00 $110.00 23 Section 2: 2001 SF to 10,000 SF 2.0" Grind & Pave SF 10 $5.50 $55.00 $8.12 $81.20 24 Section 2: 2001 SF to 10,000 SF Asphalt 0"-6"SF 5 $12.00 $60.00 $10.65 $53.25 25 Section 2: 2001 SF to 10,000 SF Traffic Striping LF 8 $1.00 $8.00 $12.30 $98.40 ATTACHMENT B Item Num Section Description Unit of Measure Quantity Kirk Paving, Inc. - Unit Price Kirk Paving, Inc. - Line Total Joe's Paving Co., Inc. - Unit Price Joe's Paving Co., Inc. - Line Total 26 Section 2: 2001 SF to 10,000 SF Grinding 0"-6"SF 3 $5.00 $15.00 $1.65 $4.95 27 Section 2: 2001 SF to 10,000 SF Grinding 7"-12"SF 8 $6.50 $52.00 $1.80 $14.40 28 Section 2: 2001 SF to 10,000 SF Sand/Seal SF 3 $0.25 $0.75 $0.65 $1.95 29 Section 2: 2001 SF to 10,000 SF Chip Seal SF 5 $1.00 $5.00 $2.70 $13.50 30 Section 2: 2001 SF to 10,000 SF Thermo Plastic Logos SF 5 $3.00 $15.00 $250.00 $1,250.00 31 Section 2: 2001 SF to 10,000 SF Thermo Plastic Striping LF 3 $3.00 $9.00 $39.00 $117.00 32 Section 2: 2001 SF to 10,000 SF Temp Tab Each 8 $1.50 $12.00 $1.00 $8.00 33 Section 2: 2001 SF to 10,000 SF Temp Striping LF 8 $1.00 $8.00 $2.50 $20.00 34 Section 2: 2001 SF to 10,000 SF Traffic Loops EA 3 $750.00 $2,250.00 $1,200.00 $3,600.00 35 Section 2: 2001 SF to 10,000 SF Base Removal/Replace/Compact TN 3 $20.00 $60.00 $1.45 $4.35 36 Section 2: 2001 SF to 10,000 SF Saw Cut 0"-6"LF 1 $1.00 $1.00 $5.50 $5.50 37 Section 2: 2001 SF to 10,000 SF Saw Cut 6"-12"LF 1 $1.00 $1.00 $9.00 $9.00 38 Section 2: 2001 SF to 10,000 SF Saw Cut 12"+SF 1 $1.00 $1.00 $19.00 $19.00 39 Section 2: 2001 SF to 10,000 SF GeoTech Services (4 Hr Min)HR 10 $125.00 $1,250.00 $185.00 $1,850.00 40 Section 2: 2001 SF to 10,000 SF Trucking - Haul per hour (4 Hr Min)HR 10 $140.00 $1,400.00 $140.00 $1,400.00 41 Section 2: 2001 SF to 10,000 SF Dump Fees LD 10 $100.00 $1,000.00 $200.00 $2,000.00 42 Section 2: 2001 SF to 10,000 SF Time & Materials Mark-Up Rate %5 $10.00 $50.00 $15.00 $75.00 Subtotal $6,417.75 $10,735.50 43 Section 3: 10,000 SF or More Asphalt 7"-12"SF 10 $16.50 $165.00 $10.70 $107.00 44 Section 3: 10,000 SF or More 2.0" Grind & Pave SF 10 $5.50 $55.00 $8.00 $80.00 45 Section 3: 10,000 SF or More Asphalt 0"-6"SF 5 $12.00 $60.00 $10.00 $50.00 46 Section 3: 10,000 SF or More Traffic Striping LF 8 $1.00 $8.00 $12.30 $98.40 47 Section 3: 10,000 SF or More Grinding 0"-6"SF 3 $5.00 $15.00 $1.65 $4.95 48 Section 3: 10,000 SF or More Grinding 7"-12"SF 8 $6.50 $52.00 $1.80 $14.40 49 Section 3: 10,000 SF or More Sand/Seal SF 3 $0.25 $0.75 $0.45 $1.35 50 Section 3: 10,000 SF or More Chip Seal SF 5 $1.00 $5.00 $2.00 $10.00 51 Section 3: 10,000 SF or More Thermo Plastic Logos SF 5 $3.00 $15.00 $250.00 $1,250.00 52 Section 3: 10,000 SF or More Thermo Plastic Striping LF 3 $3.00 $9.00 $39.00 $117.00 53 Section 3: 10,000 SF or More Temp Tab Each 8 $1.50 $12.00 $1.00 $8.00 54 Section 3: 10,000 SF or More Temp Striping LF 8 $1.00 $8.00 $2.50 $20.00 55 Section 3: 10,000 SF or More Traffic Loops Each 3 $750.00 $2,250.00 $1,200.00 $3,600.00 56 Section 3: 10,000 SF or More Base Removal/Replace/Compact TN 3 $20.00 $60.00 $1.45 $4.35 57 Section 3: 10,000 SF or More Saw Cut 0"-6"LF 1 $1.00 $1.00 $5.50 $5.50 Item Num Section Description Unit of Measure Quantity Kirk Paving, Inc. - Unit Price Kirk Paving, Inc. - Line Total Joe's Paving Co., Inc. - Unit Price Joe's Paving Co., Inc. - Line Total 58 Section 3: 10,000 SF or More Saw Cut 6"-12"LF 1 $1.00 $1.00 $8.50 $8.50 59 Section 3: 10,000 SF or More Saw Cut 12"+SF 1 $1.00 $1.00 $19.00 $19.00 60 Section 3: 10,000 SF or More GeoTech Services (4 Hr Min)HR 10 $125.00 $1,250.00 $185.00 $1,850.00 61 Section 3: 10,000 SF or More Trucking-haul per hour (4 Hr Min)HR 10 $140.00 $1,400.00 $140.00 $1,400.00 62 Section 3: 10,000 SF or More Dump Fees LD 10 $100.00 $1,000.00 $200.00 $2,000.00 63 Section 3: 10,000 SF or More Time & Material Mark-Up Rate %5 $10.00 $50.00 $15.00 $75.00 Subtotal $6,417.75 $10,723.45 Total $19,657.00 $32,176.30 STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 4, 2025 SUBMITTED BY: Beth Gentry Engineering Manager PROJECT: VARIOUS DIV. NO. All APPROVED BY: Michael Long, Chief, Engineering Jose Martinez, General Manager SUBJECT: Award of Two (2) Professional Services Agreements for As-needed Hydraulic Modeling Services to Water Systems Consulting Inc. and Wood Rodgers, Inc. for Fiscal Years 2026 and 2027 for a combined not-to-exceed amount of $175,000 GENERAL MANAGER’S RECOMMENDATION: That the Otay Water District (District) Board of Directors (Board) award two (2) professional service agreements for As-needed Hydraulic Modeling Services and authorize the General Manager to execute two contracts with Water Systems Consulting Inc. (WSC) and Wood Rodgers, Inc. (Wood Rodgers), each in an amount not-to-exceed $175,000. The total amount of the two (2) contracts will not exceed $175,000 during Fiscal Years 2026 and 2027 (ending June 30, 2027). COMMITTEE ACTION: Please see Attachment A. PURPOSE: To obtain Board authorization for the General Manager to enter into two (2) professional services agreements for As-needed Hydraulic Modeling Services with WSC and Wood Rodgers, with each contract in an amount not-to-exceed $175,000 for Fiscal Years 2026 and 2027. The total amount of the two (2) contracts will not exceed $175,000. AGENDA ITEM 4 2 ANALYSIS: The District will require the services of two (2) professional hydraulic modeling consultants on an as-needed basis in support of the Capital Improvement Program (CIP) projects, developer-funded studies, studies requested by Operations, and updates to the District’s water and sewer GIS-based models for Fiscal Years 2026-2027. The As-needed Hydraulic Modeling Services contracts will provide the District with the ability to obtain consulting services in a timely and efficient manner and on an as-needed basis. The District will require the expertise of hydraulic modeling consultants to maintain the current potable water, recycled water, and sanitary sewer hydraulic models already developed and updated under the Water Resources Master Plan. This will include integrating new facilities or GIS updates into the model and performing planning studies for the Engineering and Operations departments. The consultants will perform fire flow calculations in support of new or existing developments and prepare developer-funded studies. It is more efficient and cost-effective to issue contracts on an as- needed basis. This concept has also been used in the past for this type of work as well as other disciplines like civil engineering design, geotechnical, electrical, and environmental services. The District staff will identify tasks for specific projects and request cost proposals from the two (2) consultants during the contract period. Each consultant will prepare a detailed scope of work, schedule, and fee for each task order, with the District evaluating the proposals based upon qualifications and cost. The District will enter into negotiations with the consultants, selecting the proposal that has the best value for the District. Upon written task order authorization from the District, the selected consultant shall then proceed with the project, as described in the scope of work. The CIP projects that are anticipated to require hydraulic modeling services for Fiscal Years 2026 and 2027 are listed below: CIP DESCRIPTION P2578 711 Pump Station Replacement P2639 Vista Diego Hydropneumatic Pump Station Replacement P2642 Rancho Jamul Pump Station Replacement P2658 832-1 Pump Station Modifications P2674 System Pressure Reducing Program S2069 Cottonwood Sewer Pump Station 3 Staff believes that a $175,000 budget for the As-needed Hydraulic Modeling Services contracts is adequate while still providing a buffer for any unforeseen tasks. Fees for professional services will be charged to the CIP projects or to the fiscal year operating budget. The As-needed Hydraulic Modeling contracts do not commit the District to any expenditure until a task order is approved to perform the work. The District does not guarantee work to the consultants, nor does the District guarantee to the consultants that it will expend all the funds authorized by the contract on professional services. The District followed Policy 21 throughout the process. Services were solicited by placing an advertisement on PlanetBids, the Otay Water District’s website, and in the Daily Transcript on January 9, 2025. The advertisement was also emailed to twenty (20) firms that had previously expressed interest in providing this service. Seven (7) firms submitted a Letter of Interest (LOI) and a Statement of Qualifications (SOQ). The Request for Proposal (RFP) for Hydraulic Modeling Services was sent to all seven (7) firms, resulting in five (5) proposals received by March 12, 2025. They are as follows: • Burns & McDonnell (Brea, CA) • Carollo (San Diego, CA) • Water Systems Consulting, Inc. (San Diego, CA) • Wood Rodgers, Inc. (San Diego, CA) • Woodard & Curran (San Diego, CA) The other two (2) firms that submitted LOIs and SOQs, but did not submit proposals, were Ardurra (San Diego, CA) and Dokken Engineering (San Diego, CA). In accordance with the District’s Policy 21, staff evaluated and scored all written proposals. WSC and Wood Rodgers received the highest scores based on their experience, understanding of the scope of work, proposed method to accomplish the work, and their composite hourly rate. WSC and Wood Rodgers currently hold the District’s as- needed hydraulic modeling contracts and have performed very well. They are both readily available to provide the services required. A summary of the complete evaluation is shown in Attachment B. WSC and Wood Rodgers submitted the Company Background Questionnaire, as required by the RFP, and staff found both satisfactory. In addition, staff checked their references and performed an internet search on each company. Staff found the references to be excellent and did not find any outstanding issues with the internet search. 4 FISCAL IMPACT: Joe Beachem, Chief Financial Officer The funds for these contracts will be expended from a variety of CIP projects, as previously noted above, and from the Fiscal Years 2026 and 2027 operating budgets. These contracts are for as-needed professional services based on the District's need and schedule, and expenditures will not be made until a task order is approved by the District for the consultant's services on a specific CIP or operating project. The total amount of tasks under the two contracts will not exceed $175,000. Based on a review of the financial budget, the Project Manager anticipates that the budgets will be sufficient to support the professional as-needed consulting services required for the CIP projects noted above. With approval of the existing and planned operating budgets, funds will be available from the potable operating fund. The Finance Department has determined that the funds to cover these contracts will be available as budgeted for these projects. STRATEGIC GOAL: This Project supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner” and the General Manager’s Vision, "To be a model water agency by providing stellar service, achieving measurable results, and continuously improving operational practices." GRANTS/LOANS: Not applicable. LEGAL IMPACT: None. BG/ML:jf Attachments: Attachment A – Committee Action Attachment B – Summary of Proposal Rankings ATTACHMENT A SUBJECT/PROJECT: VARIOUS Award of Two (2) Professional Services Agreements for As- needed Hydraulic Modeling Services to Water Systems Consulting Inc. and Wood Rodgers, Inc. for Fiscal Years 2026 and 2027 for a combined not-to-exceed amount of $175,000 COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on May 20, 2025. The Committee supported staff's recommendation. NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item or modified to reflect any discussion or changes as directed by the Committee prior to presentation to the full Board. Qualifications of Team Responsiveness and Project Understanding Technical and Management Approach INDIVIDUAL SUBTOTAL - WRITTEN AVERAGE SUBTOTAL - WRITTEN Proposed Fee1&2 TOTAL SCORE Consultant's Commitment to DBE 30 25 30 85 85 15 100 Y/N Poor/Good/ Excellent Reviewer 1 24 20 23 67 Reviewer 2 25 18 21 64 Reviewer 3 25 21 25 71 Reviewer 4 24 22 26 72 Reviewer 5 24 21 26 71 Reviewer 1 26 23 27 76 Reviewer 2 28 23 28 79 Reviewer 3 27 24 28 79 Reviewer 4 26 23 27 76 Reviewer 5 27 24 29 80 Reviewer 1 28 24 28 80 Reviewer 2 26 23 29 78 Reviewer 3 26 23 27 76 Reviewer 4 27 23 28 78 Reviewer 5 26 23 28 77 Reviewer 1 28 24 28 80 Reviewer 2 27 22 28 77 Reviewer 3 28 24 28 80 Reviewer 4 27 23 27 77 Reviewer 5 28 24 29 81 Reviewer 1 26 22 27 75 Reviewer 2 26 24 27 77 Reviewer 3 26 22 26 74 Reviewer 4 27 24 27 78 Reviewer 5 27 24 27 78 Notes: 1. Review Panel does not see or consider proposed fee when scoring other categories. The proposed fee is scored by Engineering staff not on the Review Panel. 2. The fees were evaluated by comparing weighted rates for five positions. The sum of the weighted rates are noted in the table below. Consultant Weighted Fee Score Burns McDonnell $237.35 3 Wood Rodgers $223.00 8 Woodard and Curran $245.75 1 WSC $197.30 15 Carollo $227.40 6 79 94 82 FEE SCORING CHART 6 NCarollo76 1 N WSC 79 15 N Excellent Woodard and Curran 78 3 Y Wood Rodgers 78 8 Y Excellent 72 86 MAXIMUM POINTS Burns McDonnell 69 SUMMARY OF PROPOSAL RANKINGS As-Needed Hydraulic Modeling Services - Fiscal Years 2026 - 2027 ATTACHMENT B WRITTEN REFERENCES STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 4, 2025 SUBMITTED BY: Jeff Marchioro Senior Civil Engineer PROJECT: P2578-001103 P2663-001000 DIV. NO. 1 APPROVED BY: Beth Gentry, Engineering Manager Michael Long, Chief, Engineering Jose Martinez, General Manager SUBJECT: Award of a Construction Contract to Jennette Company, Inc. for the 711 Pump Station Improvements Phase I Project GENERAL MANAGER’S RECOMMENDATION: That the Otay Water District (District) Board of Directors (Board) award a construction contract to Jennette Company, Inc. (Jennette) and to authorize the General Manager to execute an agreement with Jennette for the 711 Pump Station Improvements Phase I Project in an amount not-to-exceed $698,000 (see Exhibit A for Project location). COMMITTEE ACTION: Please see Attachment A. PURPOSE: To obtain Board authorization for the General Manager to enter into a construction contract with Jennette for the 711 Pump Station Improvements Phase I Project in an amount not-to-exceed $698,000. AGENDA ITEM 5 2 ANALYSIS: On February 5, 2005, the District awarded a purchase order to the Muniquip, LLC (Muniquip) for the pre-purchase of a Simflo vertical turbine pump. Muniquip/Simflo is anticipated to deliver the pump to the District in the fall of this year. Muniquip’s purchase order does not include installation of the pump at the Project site. District staff prepared a bid package for installation of the pre-purchased pump in-house. The District’s as-needed electrical engineer consultant (Engineering Partners, Inc.) provided the electrical design. The bid documents also include replacement of the existing 711 Pump Station surge tank. The existing 1989 era surge tank is approaching the end of its useful life. The tank was most recently inspected on August 30, 2021. The inspection report noted interior corrosion due to internal coating degradation. On April 1, 2025, the Project was formally advertised for bid using PlanetBids, an online bid solicitation website. The Project was also advertised in the Daily Transcript. PlanetBids provided electronic distribution of the Bid Documents, including specifications, plans, and addendum. A Pre-Bid Meeting was held on April 10, 2025, which was attended by thirteen (13) general contractors. Three addendums were sent out to all bidders and plan houses to address questions and clarifications to the contract documents during the bidding period. Bids were publicly opened on April 23, 2025, with the following results: CONTRACTOR TOTAL BID AMOUNT 1 Jennette Company, Inc. San Diego, CA $698,000.00 2 GSE Construction Company Inc. Livermore, CA $867,600.00 3 Pacific Hydrotech Corporation Perris, CA $931,300.00 4 Innovative Construction Solutions Costa Mesa, CA $935,000.00 5 SCW Contracting Corporation Fallbrook, CA $976,886.00 6 Ahrens Mechanical San Diego, CA $981,500.00 7 Canyon Springs Enterprises Temecula, CA $1,024,000.00 3 8 Palm Engineering Construction Company, Inc. San Diego, CA $1,057,621.39 9 Houalla Enterprises, Ltd. Newport Beach, CA $1,169,701.00 The Engineer’s Estimate is $775,000. A review of the bids was performed by District staff for conformance with the contract requirements and determined that Jennette was the lowest responsive and responsible bidder. Jennette holds a Class A, General Engineering, Contractor’s License in the State of California, which meets the contract document’s requirements, and is valid through September 30, 2025. The reference checks indicated a very good to excellent performance record on similar projects. An internet background search of the company was performed and revealed no outstanding issues with this company. Jennette successfully completed the 1200 Pressure Zone Improvements Phase II project in 2022. Jennette also completed the installation of a static mixer at the District’s 520 Reservoir site in 2022. Jennette staff, when previously employed by NEWest, also completed several District projects including the Calavo Sewer Lift Station in 2008. Staff verified that the bid bond provided by Jennette is valid. Staff will also verify that Jennette’s Performance Bond and Labor and Materials Bond are valid prior to execution of the contract. FISCAL IMPACT: Joe Beachem, Chief Financial Officer The total budget for CIP P2578, as approved in the FY 2025 budget, is $8,000,000. If the initial Phase I pilot is successful, then total expenditures, plus outstanding commitments and forecast including this contract, are estimated at $2,928,274. See Attachment B for budget detail. The total budget for CIP P2663, as approved in the FY 2025 budget, is $3,200,000. The total expenditures, plus outstanding commitments and forecast including this contract, are estimated at $1,801,154. See Attachment C for budget detail. 4 Based on a review of the financial budgets, the Project Manager anticipates that the budget for both CIP P2578 and P2663 is sufficient to support the Project. The Finance Department has determined that, under the current rate model, 69% of the funding will be available from the Replacement Fund and 31% of the funding will be available from the Betterment ID 22 Fund for CIP P2578, and 100% of the funding will be available from the Replacement Fund for CIP P2663. GRANTS/LOANS: Engineering staff researched and explored grants and loans and found none available for this Project. STRATEGIC GOAL: This Project supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers and to manage District resources in a transparent and fiscally responsible manner,” and the General Manager’s Vision, "To be a model water agency by providing stellar service, achieving measurable results, and continuously improving operational practices." LEGAL IMPACT: None. JM/BG:jf Attachments: Attachment A – Committee Action Attachment B – Budget Detail CIP P2578 Attachment C – Budget Detail CIP P2663 Exhibit A – Location Map ATTACHMENT A SUBJECT/PROJECT: P2578-001103 P2663-001000 Award of a Construction Contract to Jennette Company, Inc. for the 711 Pump Station Improvements Phase I Project COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on May 20, 2025. The Committee supported staff's recommendation. NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item or modified to reflect any discussion or changes as directed by the Committee prior to presentation to the full Board. ATTACHMENT B – Budget Detail CIP P2578 SUBJECT/PROJECT: P2578-001103 P2663-001000 Award of a Construction Contract to Jennette Company, Inc. for the 711 Pump Station Improvements Phase I Project 4/30/2025 Budget 8,000,000 Planning Consultant Contracts 3,160 3,160 - 3,160 ENGINEERING PARTNERS INC Regulatory Agency Fees 50 50 - 50 COUNTY OF SAN DIEGO Standard Salaries 44,103 44,103 - 44,103 Total Planning 47,313 47,313 - 47,313 Design 001102 Consultant Contracts 9,920 6,770 3,150 9,920 WOOD RODGERS INC17,515 14,365 3,150 17,515 ENGINEERING PARTNERS INC Standard Salaries 83,372 83,372 25,000 108,372 Total Design 110,807 104,507 31,300 135,807 Construction Standard Salaries 554 554 200,000 200,554 Suppliers 141,444 141,444 141,444 Muniquip LLC 14,556 14,556 Muniquip LLC Continency (10%) 318,500 318,500 Jennette Company, Inc. 31,850 31,850 Construction Management 31,850 31,850 Contingency624,000 624,000 Future remaining 4 pumps pre-purchase 1,200,000 1,200,000 Future remaining 4 pumps construction contract182,400 182,400 Future remaining 4 Pumps Contingency (10%) Total Construction 141,998 554 2,744,600 2,745,154 Grand Total 300,119 152,374 2,775,900 2,928,274 Vendor/Comments Otay Water District p2578-711 PS Improvements Committed Expenditures Outstanding Commitment & Forecast Projected Final Cost *Projected Final Costs are based on a successful Phase 1 Pilot. The project total will be evaluated during the FY 2027 Budget Cycle. ATTACHMENT C – Budget Detail CIP P2663 SUBJECT/PROJECT: P2578-001103 P2663-001000 Award of a Construction Contract to Jennette Company, Inc. for the 711 Pump Station Improvements Phase I Project 4/30/2025 Budget 3,200,000 Consultant Contracts 30,245 30,245 - 30,245 WOOD RODGERS INC2,640 2,640 - 2,640 NV5 INC 2,512 2,512 - 2,512 ON-SITE TECHNICAL SV Service Contracts 11,155 11,155 - 11,155 APPLUS RTD USA INC 55,045 55,045 - 55,045 HMT LLC56 56 - 56 NATL BOARD OF B & PV INS4,900 4,900 - 4,900 UP N DOWN SCAFFOLD CO INC 1,913 1,913 6,350 8,263 BOB'S CRANE SERVICE 814 814 - 814 PENHALL COMPANY 465 465 - 465 RICK POST WELD & WET TAPPING266 266 - 266 SAN DIEGO POWDER COATINGSupplier Contracts 885 885 - 885 SQ *FRANK CONCRETE INC 8,400 8,400 - 8,400 FREEDOM AUTOMATION INC 4,231 4,231 - 4,231 BARRETT ENGINEERED PUMPS20,064 20,064 - 20,064 DAWSON COMPANY975 975 - 975 ACRO INSTRUMENT CO 1,409 1,409 - 1,409 HOFFMEYER CO 2,007 2,007 - 2,007 MCMASTER-CARR SUPPLY CO 1,306 1,306 - 1,306 MINSHEW BROTHERS STEEL286,088 279,638 6,450 286,088 MODERN CUSTOM FABRICATION INC528 528 - 528 SOUTHLAND PIPE CORP 379,500 379,500 Jennette Company, Inc. INFRASTRUCTURE EQUIPMENT 715 715 - 715 AMAZON.COM INC 1,402 1,402 - 1,402 CED INDUSTRIAL & LIGHT150 150 - 150 CORE & MAIN LP20,969 20,969 - 20,969 FERGUSON ENTERPRISES INC #1083 596 596 - 596 GRAINGER INC 136 136 - 136 HILTI INC156 156 - 156 HUB 54 SAN DIEGO3,982 3,982 - 3,982 MAGNETROL 67 67 - 67 PB/DIXIELINE #15 1,678 1,678 - 1,678 RCP BLOCK & BRICK INC 555 555 - 555 RELIABLE PIPE SUPPLY CO.2,110 2,110 - 2,110 SUPERIOR READY MIX LP6,151 6,151 - 6,151 MICRO MOTION INC 12,783 12,783 - 12,783 AMETEK MAGNETROL USA LLC 4,800 4,800 - 4,800 BLUEWATER RUBBER & GASKET CO 9 9 - 9 HOME DEPOT CREDIT SERVICES1,243 1,243 - 1,243 LAKESIDE EQUIPMENT SALES &1,972 1,972 - 1,972 LINDE GAS & EQUIP 11,258 11,258 - 11,258 PACIFIC PIPELINE SUPPLY INC 50 50 - 50 PETTY CASH CUSTODIANEquipment Rental 563 563 - 563 AMERICAN FENCE CORPRegulatory Agency Fees 50 50 - 50 COUNTY OF SAN DIEGO Standard Salaries 470,053 470,053 200,000 670,053 150,000 150,000 Rolling Hills Parts & Specialty Contractors 37,950 37,950 Construction Management50,000 50,000 Contingency Subtotal - - - - Grand Total 977,354 970,904 830,250 1,801,154 Vendor/Comments Otay Water Districtp2663-Potable Water Pressure Vessel Program Committed Expenditures Forecast Projected Final Cost Otay L a k e s R d St a t e R o u t e 1 2 5 S a n t a R o s a D r Santa Pa ula Dr Eastla k ePkwy O l y mpic Pkwy Geyse rv ille S t M ar q uette R d Tr apan i Cv B a t t l e C r e e k R d TrinidadCv San S e b a s t i a n A v e Kent S t C o r t e V is t a Petal u m a D r LaGrang e R d Duke St Saint G e rmai nRd Fargo Ln Harrils M i l l A v e Versai l lesRd Mar q u i s C t Mc C loud R i v e r R d P a r ke r M o un tain Rd Bucknell S t Moss L a n d in g Ave Wheatville St Lati g o C v Platte R i v e r L n Uk i a h S t F o r e s t H i l l P l E a s t l a k e P k w y St a t e R o u t e 1 2 5 §¨¦805 ÃÅ125 ÃÅ94 ÃÅ905 VICINITY MAP PROJECT SITE DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 ÃÅ54 !\ 0 800400 Feet CIP P2578 & P2663 F EXHIBIT A OTAY WATER DISTRICT 711 PS IMPROVEMENTSLOCATION MAPC: \ U s e r s \ o r e a d y \ O t a y W a t e r D i s t r i c t \ E N G C I P - D o c u m e n t s \ P 2 5 7 8 7 1 1 -2 P S R e p l a c e m e n t \ G r a p h i c s \ E x h i b i t s - F i g u r e s \ S i t e M a p - P 2 5 7 8 . a p r x FNTS El Mo den a Rd 711 PUMP STATION PROJECT SITE ÃÅ125 EXISTING 624-1 RESERVOIR STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 4, 2025 SUBMITTED BY: Kevin Cameron Engineering Manager PROJECT NO: FILE NO: D1221-090692 ANX-25-001 DIV. NO. 5 APPROVED BY: Michael Long, Chief, Engineering Jose Martinez, General Manager SUBJECT: Adopt Resolution No. 4458 Approving the Sewer Annexation of Property Owned by Yousif Youliyan (APN 519-282-09-00 – 3344 Indian Mills Lane, Jamul, 91935) to Otay Water District Sewer Improvement District No. 18 GENERAL MANAGER’S RECOMMENDATION: Adopt Resolution No. 4458 approving the annexation of the property owned by Yousif Youliyan (APN 519-282-09-00 – 3344 Indian Mills Lane, Jamul, 91935) to Otay Water District Sewer Improvement District (ID) No. 18 (see Exhibit C for Location Map). COMMITTEE ACTION: Please see Attachment A. PURPOSE: The proposed annexation is to provide sewer service to the parcel located on 3344 Indian Mills Lane, Jamul, in an unincorporated area of the County of San Diego California 91935 (APN 519-282-09-00). AGENDA ITEM 6 2 ANALYSIS: A written request and petition signed by the homeowner, Yousif Youliyan, has been received for annexation of APN 519-282-09-00, located on 3344 Indian Mills Lane, in the unincorporated area of Jamul and County of San Diego, for sewer service. The total acreage to be annexed is 1.35 acres. The property is within the jurisdictional boundary of the Otay Water District (“District”) and following the Board’s approval, it will become part of Sewer ID No. 18. The parcel is located adjacent to an existing 8-inch Otay Water District sewer main on Jamul Drive. The parcel is already contained within the District’s water ID boundary. This parcel is part of the District’s Wastewater Master Plan. FISCAL IMPACT: Joe Beachem, Chief Financial Officer The property owner has paid the District’s annexation processing fee of $1,031.17, sewer annexation fee for one (1) sewer EDU (current fee is $1,492.97 per EDU), and will pay sewer capacity fees upon annexation approval for parcels located outside the sewer ID (current fee is $10,774.03 per EDU) in effect at the time the service is provided, and any additional fees, including the availability fee, as established in the attached Resolution (Attachment B). STRATEGIC GOAL: Provide enhanced sewer service to meet customer needs. LEGAL IMPACT: No legal impact. KC:jf Attachments: Attachment A - Committee Action Attachment B - Resolution No. 4458 Exhibit A - Legal Description Exhibit B - Legal Map Exhibit C – Location Map ATTACHMENT A SUBJECT/PROJECT: D1221-090692 ANX-25-001 Adopt Resolution No. 4458 Approving the Sewer Annexation of Property Owned by Yousif Youliyan (APN 519-282-09-00 – 3344 Indian Mills Lane, Jamul, 91935) to Otay Water District Sewer Improvement District No. 18 COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on May 20, 2025. The Committee supported staff’s recommendation. NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any discussion or changes as directed by the Committee prior to presentation to the full Board. ATTACHMENT B Page 1 of 4 RESOLUTION NO. 4458 A RESOLUTION OF THE BOARD OF DIRECTORS OF OTAY WATER DISTRICT APPROVING THE ANNEXATION TO OTAY WATER DISTRICT IMPROVEMENT DISTRICT NO. 18 OF THOSE LANDS DESCRIBED AS “YOUSIF YOULIYAN SEWER ANNEXATION (APN: 519-282-09- 00)” (FILE NO. ANX-25-001/DIVISION 5) WHEREAS, a letter has been submitted by ALLEN TURNER, agent for the owner and party (Yousif Youliyan) that has an interest in the land described in Exhibit "A," attached hereto, for annexation of said land to Otay Water District Sewer Improvement District No. 18 pursuant to California Water Code Section 72670 et seq., and WHEREAS, pursuant to Section 72680.1 of said Water Code, the Board of Directors may proceed and act thereon without notice and hearing. NOW, THEREFORE, THE BOARD OF DIRECTORS OF THE OTAY WATER DISTRICT FINDS, RESOLVES, ORDERS, AND DETERMINES as follows: 1. A depiction of the area proposed to be annexed and the boundaries of ID 18 following the annexation is set forth on a map in Exhibit “B” filed with the Secretary of the District, which map shall govern for all details as to the area proposed to be annexed. 2. The purpose of the proposed annexation is to make sewer service available to the area to be annexed, which availability constitutes a benefit to said area. 3. The Board finds and determines that the area proposed to be annexed to ID 18 will be benefited by such annexation and that the property currently within ID 18 will also be benefited and not injured by such annexation because after the annexation a ATTACHMENT B Page 2 of 4 larger tax base will be available to finance the sewer facilities and improvements of ID 18. 4. The Board of Directors hereby declares that the annexa- tion of said property is subject to the owners complying with the following terms and conditions: (a) The petitioner for said annexation shall pay to Otay Water District the following: (1) The annexation processing fee at the time of application; (2) State Board of Equalization filing fees in the amount of $3,500, if applicable; (3) The sewer annexation fees at the time of connection to the Otay Water District water system; (4) Yearly assessment fees will be collected through the County Tax Assessor’s office in the amount of $30 for APN 519-282-09-00; (5) In the event that sewer service is to be provided, Petitioners shall pay all applicable sewer fees per Equivalent Dwelling Unit (EDU) at the time the sewer connection is purchased; and (6) Payment by the owner of APN 519-282-09-00 of all other applicable local or state agency fees or charges. (b) The property to be annexed shall be subject to taxation after annexation thereof for the purposes ATTACHMENT B Page 3 of 4 of the improvement district, including the payment of principal and interest on bonds and other obligations of the improvement district, author- ized and outstanding at the time of annexation, the same as if the annexed property had always been a part of the improvement district. 5. The Board hereby declares that the property described in Exhibit "A" shall be considered annexed to ID 18 upon passage of this resolution. 6. The Board of Directors further finds and determines that there are no exchanges of property tax revenues to be made pursuant to California Revenue and Taxation Code Section 95 et seq. as a result of such annexation. 7. The annexation of APN 519-282-09-00 to the District’s Sewer Improvement District 18 is hereby designated as the “YOUSIF YOULIYAN SEWER ANNEXATION (APN: 519-282-09-00).” 8. Pursuant to Section 57202(a) of the Government Code, the effective date of the YOUSIF YOULIYAN SEWER ANNEXATION (APN: 519-282-09-00) shall be the date this Resolution is adopted by the Board of Directors of the Otay Water District. 9. The General Manager of the District and the Secretary of the District, or their respective designees, are hereby ordered to take all actions required to complete this annexation. PASSED, APPROVED, AND ADOPTED by the Board of Directors of the Otay Water District at a regular meeting held this 4nd day of June, 2025. ATTACHMENT B Page 4 of 4 President ATTEST: __________________________________ District Secretary EXHIBIT LISTING EXHIBIT A - GEOGRAPHICAL DESCRIPTION EXHIBIT B - GEOGRAPHICAL PLAT MAP DATED:s.NAME:*/JkVAVs \ O •*>\*>Ui< £ "J Q *2 3< to 3: sj 0.* 5> <3 ii CSj £N 11 ss CQ ^ Q S^ Q V*' N°. 7844^yDATED: NAME: Allen R A. Turner ID PIS SHEET 1 OF 4MAY 13,2024 EXHIBIT A ANNEXATION TO OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT GEOGRAPHICAL DESCRIPTION The land referred to herein is situated in that portion of the North half of fractional section 32 in Township 16 South, Range 1 East, San Bernardino Meridian, County of San Diego, State of California, according to United States Government Survey, approved April 10, 1886, within the Unincorporated Area of San Diego County and described as follows: Parcel 1: All that portion of Lot 32 of County of San Diego Tract 3817-1, in the County of San Diego, State of California, according to Map thereof No. 9664, filed in the office of the County Recorder of San Diego County, May 28,1980, more particularly described as follows: (^COMMENCING at the East quarter corner of section 31 of said Township and Range also being a point on the Otay Water Distict Sewer Improvement District Boundary; (T)Thence Northerly along the West line of said section 32, North 00°13'39" East, 1438.75 feet; (¥)Thence leaving said West line North 28°15'07" East, 283.14 feet to the beginning of a non-tangent curve, concaved Southerly, having a radius of 1542.00 feet and having a radial bearing of North 08°10'20" West; (J)Thence Easterly along said curve through a central angle of 12°15'14", a length of 329.79 feet; -I * 5* S1& I —' c\j ^S §| 5? ss (j5^)Thence tangent to said curve South 85°55'06" East, 642.69 feet to the beginning of a tangent curve, concaved Southwest, having a radius of 542.00 feet; (6^)Thence Easterly along said curve through a central angle of 20°04'16", a length of 189.87 feet; MAY 13,2024 SHEET 2 OF 4 EXHIBIT A ANNEXATION TO OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT GEOGRAPHICAL DESCRIPTION ©Thence tangent to said curve South 65°50'50" East, 93.28 feet to the beginning of a tangent curve, concaved Northerly, having a radius of 458.00 feet; Thence Easterly along said curve through a central angle of 38°46'08", a length of 309.90 feet; ©Thence North 75o23‘02" East, 76.47 feet to the Southwest corner of said lot 32 and the TRUE POINT OF BEGINNING; Thence leaving Otay Water District Sewer Improvement District Boundary North 14036'58" West, 291.59 feet; Thence North 75°23,02" East, 202.00 feet; Thence South 14°36,58" East, 291.59 feet; being a point on the Otay Water District Sewer Improvement District Boundary; Thence South 75o23'02" West, 202.00 feet to the TRUE POINT OF BEGINNING.< £ to-j £ IfeAPN: 519-282-09 ACREAGE: 1.35 N-J $CMa ^ § $ §§ 5) §toSHEET 3 OE 4MAY 13,2024 S3 EXHIBIT B ANNEXATION TO OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT PLAT MAP SCALE 1“ = 250 ‘POC- N28*15’07”E 283.14’ (3)-VJEAST 1/4 CORNE NOO°13’39"E 1438.75’\ IDISCLAIMER; "FOR ASSESSMENT PURPOSES ONLY. THIS DESCRIPTION OF LAND IS NOT A LEGAL PROPERTY DESCRIPTION AS DEFINED IN THE SUBDIVISION MAP ACT AND MAY NOT BE USED AS THE BASIS FOR AN OFFER FOR SALE OF LAND DESCRIBED.” sy II »SaaS5®(IV.?(Nroror— i. II C. iJcoALEGEND EX I STING OTAY WATER DISTRICT BOUNDARYINDIAN MILLS LANE O)CDrO(\202.00’ N75,23’02”E ''•I CM vJS®O''6©s UJIfijl A LOT 38 / 1!/ ! co bj OCO * H Si CD u8 o&-JCD5»©CD o lO LOT 37% $O (D —J K) T~<N Tf,_ o CD z -J*CD ©K iLil.LOT 36N75#23’02”E 202.00’APN: 519-283-09yr~TPOB ® Af=20#04’ 16 //R=542.00’ L=189.87’ CHORD DISTANCE= 188.90’ LOT 36JAMUL DRIVE APN: DETAIL "A"519-282-12 >S65*50’50”E 93.28’ (7)VICINITY MAP ILOT 34NO SCALE /APN:(8) A=38*46’08” R=458.00’ L=309.90’ CHORD DISTANCE= 304.09’ $519-282-11 V "J QNlCOTTONWOOD ■SPRINGS LN Co * PI § Sii 5d ^LOT 33 APN:4vr> #519-282-10(g}S75*23’02”W 76.47’A LOT 32SEE DETAIL *A"-\■INDIAN MILLS LN APN: 519-282-09 \ __*ToT 31 \ ^ < ■*8SHEET 4 OF 4MAY 13,2024 OTAY WATER DISTRICTANNEXATION OF APN 519-282-09-00TO THE OTAY WATER DISTRICTSEWER IMPROVEMENT DISTRICT 18 EXHIBIT CC:\OneDrive\Otay Water District\ENG PUBLIC SERVICES - Documents\SAMP WSA ANX\D1221-090692 Sewer Annexation 3344 Indian Mills Lane\Archive\Exhibit C-Sewer Annexation-ANX-25-001-Indian Mills Lane-519-282-09.mxd APN 517-111-53-00 ANX-25-001 VISTA VEREDA CT VISTA GRANDE RD !( !(!( !( !( !( !( !(!(!( !( !( !(!(!( !(!(!( !( R$ R$ ROW 5193405300 5180304300 5192926000 5192925400 5192925300 5192925500 5192925200 5 1 9 2 8 2 0 8 0 0 5192821100 5 1 9 2 8 2 0 9 0 0 5192821200 51929256005192925100 5192830900 5192821000 5192810800 5192925000 5192924600 51 92924700 5192810700 5192820300 5192811200 5192820700 5192810100 5192820500 5192924900 5192810600 5192924800 5192810200 5192811100 5 1 9 2 8 1 1 3 0 0 5192810900 5192810300 5192811000 51928202005192820100 5 1 9 2 8 1 1 4 0 0 5192810400 5192820600 5 1 9 2 8 1 0 5 0 0 5180303300 5192811500 5 1 9 2 8 2 0 4 0 0 519283 0 8 0 0 5192923700 5192924500 5 1 9 2 9 2 3 8 0 0 5192923600 5192923500 §¨¦ §¨¦ §¨¦ §¨¦ §¨¦ §¨¦ §¨¦ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ VICINITY MAP DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 !\ PROJECT SITE 5 8 805 805 11 9454 94 125 905 125 905 125 NTSF 3344 Indian Mills LaneJamul, 91935APN 519-282-09-00 8" PVCSewer Main JAMUL DRIVE GREYSTONE DRIVE INDIAN MILLS LANE COTTONWOOD S P R I N G S L A N E STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 4, 2025 SUBMITTED BY: Kevin Cameron Engineering Manager PROJECT NO: FILE NO: D1228-090704 ANX-25-003 DIV. NO. 5 APPROVED BY: Michael Long, Chief, Engineering Jose Martinez, General Manager SUBJECT: Adopt Resolution No. 4455 Approving the Sewer Annexation of Property Owned by Victor & Alejandra Martinez (APN 517-101-25-00 – 1764 Hidden Mesa Road, El Cajon, 92019) to Otay Water District Sewer Improvement District No. 18 GENERAL MANAGER’S RECOMMENDATION: Adopt Resolution No. 4455 approving the annexation of the property owned by Victor & Alejandra Martinez (APN 517-101-25-00 – 1764 Hidden Mesa Road, El Cajon, 92019) to Otay Water District Sewer Improvement District (ID) No. 18 (see Exhibit C forLocation Map). COMMITTEE ACTION: Please see Attachment A. PURPOSE: The proposed annexation is to provide sewer service to the parcel located on 1764 Hidden Mesa Road, El Cajon, in an unincorporated area of the County of San Diego California 92019 (APN 517-101-25-00). AGENDA ITEM 7 2 ANALYSIS: A written request and petition signed by the homeowner, Victor Martinez, has been received for annexation of APN 517-101-25-00, located on 1764 Hidden Mesa Road, in the unincorporated area of El Cajon and County of San Diego, for sewer service. The total acreage to be annexed is 0.98 acres. The property is within the jurisdictional boundary of the Otay Water District (“District”) and following the Board’s approval, it will become part of Sewer ID No. 18. The parcel is located adjacent to an existing 8-inch Otay Water District sewer main on Hidden Mesa Road. The parcel is already contained within the District’s water ID boundary. This parcel is part of the District’s Wastewater Master Plan. FISCAL IMPACT: Joe Beachem, Chief Financial Officer The property owner has paid the District’s annexation processing fee of $1,031.17, sewer annexation fee for one (1) sewer EDU (current fee is $1,492.97 per EDU), and will pay sewer capacity fees upon annexation approval for parcels located outside the sewer ID (current fee is $10,774.03 per EDU) in effect at the time the service is provided, and any additional fees, including the availability fee, as established in the attached Resolution (Attachment B). STRATEGIC GOAL: Provide enhanced sewer service to meet customer needs. LEGAL IMPACT: No legal impact. KC:jf Attachments: Attachment A - Committee Action Attachment B - Resolution No. 4455 Exhibit A - Legal Description Exhibit B - Legal Map Exhibit C – Location Map ATTACHMENT A SUBJECT/PROJECT: D1228-090704 ANX-25-003 Adopt Resolution No. 4455 Approving the Sewer Annexation of Property Owned by Victor & Alejandra Martinez (APN 517-101-25-00 – 1764 Hidden Mesa Road, El Cajon, CA) to Otay Water District Sewer Improvement District No. 18 COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on May 20, 2025. The Committee supported staff’s recommendation. NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any discussion or changes as directed by the Committee prior to presentation to the full Board. ATTACHMENT B Page 1 of 4 RESOLUTION NO. 4455 A RESOLUTION OF THE BOARD OF DIRECTORS OF OTAY WATER DISTRICT APPROVING THE ANNEXATION TO OTAY WATER DISTRICT IMPROVEMENT DISTRICT NO. 18 OF THOSE LANDS DESCRIBED AS “VICTOR & ALEJANDRA MARTINEZ SEWER ANNEXATION (APN: 517-101-25-00)” (FILE NO. ANX-25-003/DIVISION 5) WHEREAS, a letter has been submitted by VICTOR MARTINEZ the owner and party (Victor & Alejandra Martinez) that has an interest in the land described in Exhibit "A," attached hereto, for annexation of said land to Otay Water District Sewer Improvement District No. 18 pursuant to California Water Code Section 72670 et seq., and WHEREAS, pursuant to Section 72680.1 of said Water Code, the Board of Directors may proceed and act thereon without notice and hearing. NOW, THEREFORE, THE BOARD OF DIRECTORS OF THE OTAY WATER DISTRICT FINDS, RESOLVES, ORDERS, AND DETERMINES as follows: 1. A depiction of the area proposed to be annexed and the boundaries of ID 18 following the annexation is set forth on a map in Exhibit “B” filed with the Secretary of the District, which map shall govern for all details as to the area proposed to be annexed. 2. The purpose of the proposed annexation is to make sewer service available to the area to be annexed, which availability constitutes a benefit to said area. 3. The Board finds and determines that the area proposed to be annexed to ID 18 will be benefited by such annexation and that the property currently within ID 18 will also be benefited ATTACHMENT B Page 2 of 4 and not injured by such annexation because after the annexation a larger tax base will be available to finance the sewer facilities and improvements of ID 18. 4. The Board of Directors hereby declares that the annexa- tion of said property is subject to the owners complying with the following terms and conditions: (a) The petitioner for said annexation shall pay to Otay Water District the following: (1) The annexation processing fee at the time of application; (2) State Board of Equalization filing fees in the amount of $3,500, if applicable; (3) The sewer annexation fees at the time of connection to the Otay Water District water system; (4) Yearly assessment fees will be collected through the County Tax Assessor’s office in the amount of $10 for APN 517-101-25-00; (5) In the event that sewer service is to be provided, Petitioners shall pay all applicable sewer fees per Equivalent Dwelling Unit (EDU) at the time the sewer connection is purchased; and (6) Payment by the owner of APN 517-101-25-00 of all other applicable local or state agency fees or charges. ATTACHMENT B Page 3 of 4 (b) The property to be annexed shall be subject to taxation after annexation thereof for the purposes of the improvement district, including the payment of principal and interest on bonds and other obligations of the improvement district, author- ized and outstanding at the time of annexation, the same as if the annexed property had always been a part of the improvement district. 5. The Board hereby declares that the property described in Exhibit "A" shall be considered annexed to ID 18 upon passage of this resolution. 6. The Board of Directors further finds and determines that there are no exchanges of property tax revenues to be made pursuant to California Revenue and Taxation Code Section 95 et seq. as a result of such annexation. 7. The annexation of APN 517-101-25-00 to the District’s Sewer Improvement District 18 is hereby designated as the “VICTOR & ALEJANDRA MARTINEZ SEWER ANNEXATION (APN: 517-101-25-00).” 8. Pursuant to Section 57202(a) of the Government Code, the effective date of the VICTOR & ALEJANDRA MARTINEZ SEWER ANNEXATION (APN: 517-101-25-00) shall be the date this Resolution is adopted by the Board of Directors of the Otay Water District. 9. The General Manager of the District and the Secretary of the District, or their respective designees, are hereby ordered to take all actions required to complete this annexation. ATTACHMENT B Page 4 of 4 PASSED, APPROVED, AND ADOPTED by the Board of Directors of the Otay Water District at a regular meeting held this 4nd day of June, 2025. President ATTEST: __________________________________ District Secretary AnnexaƟon No. 2025- AnnexaƟon to Otay Water District Sewer Improvement District Geographical DescripƟon ALL OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 16 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 10, 1886, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19, BEING A POINT ON THE OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT BOUNDARY. COURSE 1: THENCE EASTERLY ALONG SAID BOUNDARY AND ALONG THE SOUTHERLY LINE OF SAID EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SOUTH 89°50’01” EAST, 290.00 FEET TO THE TRUE POINT OF BEGINNING; COURSE 2: THENCE LEAVING SAID BOUNDARY NORTH 47°56’39” EAST, 417.26 FEET TO A POINT WHICH LIES 56.00 FEET WESTERLY AT RIGHT ANGLES FROM EAST LINE OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION; BEING A POINT ON SAID BOUNDARY COURSE 3: THENCE ALONG SAID BOUNDARY AND ALONG A LINE PARALLEL AND 56.00’ WEST OF SAID EAST LINE, SOUTH 1°00’05” WEST, 281.08 FEET TO THE SOUTHEAST CORNER OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION; COURSE 4: THENCE CONTINUEING ALONG SAID BOUNDARY AND ALONG THE SOUTHERLY LINE OF SAID EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, NORTH 89°50’ 01” WEST, 304.90 FEET TO THE TRUE POINT OF BEGINNING. FOR ASSESSMENT PURPOSES ONLY. THIS DESCRIPTION OF LAND IS NOT A LEGAL PROPERTY DESCRIPTION AS DEFINED IN THE SUBDIVISION MAP ACT AND MAY NOT BE USED AS THE BASIS FOR AN OFFER FOR SALE OF THE LAND DESCRIBED. CONTAINING 0.98 ACRES (GROSS), MORE OR LESS. _________________________________________________ AMANDA R. JONES, PLS 9576 DATED: 2/27/2025 3/11/25 AnnexaƟon No. 2025- AnnexaƟon to Otay Water District Sewer Improvement District Geographical DescripƟon ALL OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 16 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 10, 1886, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 19, BEING A POINT ON THE OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT BOUNDARY. COURSE 1: THENCE EASTERLY ALONG SAID BOUNDARY AND ALONG THE SOUTHERLY LINE OF SAID EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SOUTH 89°50’01” EAST, 290.00 FEET TO THE TRUE POINT OF BEGINNING; COURSE 2: THENCE LEAVING SAID BOUNDARY NORTH 47°56’39” EAST, 417.26 FEET TO A POINT WHICH LIES 56.00 FEET WESTERLY AT RIGHT ANGLES FROM EAST LINE OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION; BEING A POINT ON SAID BOUNDARY COURSE 3: THENCE ALONG SAID BOUNDARY AND ALONG A LINE PARALLEL AND 56.00’ WEST OF SAID EAST LINE, SOUTH 1°00’05” WEST, 281.08 FEET TO THE SOUTHEAST CORNER OF THE EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION; COURSE 4: THENCE CONTINUEING ALONG SAID BOUNDARY AND ALONG THE SOUTHERLY LINE OF SAID EAST HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, NORTH 89°50’ 01” WEST, 304.90 FEET TO THE TRUE POINT OF BEGINNING. FOR ASSESSMENT PURPOSES ONLY. THIS DESCRIPTION OF LAND IS NOT A LEGAL PROPERTY DESCRIPTION AS DEFINED IN THE SUBDIVISION MAP ACT AND MAY NOT BE USED AS THE BASIS FOR AN OFFER FOR SALE OF THE LAND DESCRIBED. CONTAINING 0.98 ACRES (GROSS), MORE OR LESS. _________________________________________________ AMANDA R. JONES, PLS 9576 DATED: 2/27/2025 3/11/25 PROJECT LOCATION 3/11/25 OTAY WATER DISTRICTANNEXATION OF APN 517-101-25-00TO THE OTAY WATER DISTRICTSEWER IMPROVEMENT DISTRICT 18 EXHIBIT CC:\OneDrive\Otay Water District\ENG PUBLIC SERVICES - Documents\SAMP WSA ANX\D1228-090704 Sewer Annexation 1764 Hidden Mesa Road\Archive\Exhibit C-Sewer Annexation-ANX-25-003-Hidden Mesa Rd.mxd ANX-25-003 !( !( !( !( !( !( !( !(!( !(!( R$ ROW 5171012100 5171012200 5171012500 5171012400 5171012800 5171022100 5144103700 5171012700 5144102600 5144105600 5144105500 5171011700 5144104000 5171024200 5144103000 5144102100 5 1 44 1 0 4 8 0 0 5143801600 5143801100 5144102500 5171110100 5144103200 5171024300 51438010 0 0 5144102300 5144103300 51441039005 1 4 4 1 0 4 9 0 0 5144103100 5171011900 5144102200 5144104700 5 1 4 4 1 0 2 4 0 0 5 1 4 3 8 0 0 4 0 0 5144105000 5143801200 5171110200 5144103400§¨¦ §¨¦ §¨¦ §¨¦ §¨¦ §¨¦ §¨¦ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ ÃÅ VICINITY MAP DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 !\ PROJECT SITE 5 8 8 805 805 11 9454 94 125 125 905 125 905 125 NTSF 1764 Hidden Mesa RoadEl Cajon, 92019APN 517-101-25-00 8" PVCSewer Main AVOCADO SUMMIT DRIVE H I D D E N M E S A R O A D Sewer ID 18 STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 4, 2025 SUBMITTED BY: Kevin Cameron Engineering Manager PROJECT: Various DIV. NO. ALL APPROVED BY: Michael J. Long, Chief of Engineering Jose Martinez, General Manager SUBJECT: Informational Item – Third Quarter Fiscal Year 2025 Capital Improvement Program Report GENERAL MANAGER’S RECOMMENDATION: No recommendation. This is an informational item only. COMMITTEE ACTION: Please see Attachment A. PURPOSE: To update the Board about the status of all Capital Improvement Program (CIP) expenditures and to highlight significant issues, progress, and milestones on major active construction projects. ANALYSIS: To keep up with growth and to meet our ratepayers' expectations to adequately deliver safe, reliable, cost-effective, and quality water, each year the District staff prepares a Six-Year CIP Plan that identifies the District’s infrastructure needs. The CIP is comprised of four categories consisting of backbone capital facilities, replacement/renewal projects, capital purchases, and developer reimbursement projects. AGENDA ITEM 8 2 The Third Quarter Fiscal Year 2025 update is intended to provide a detailed analysis of progress in completing these projects within the allotted time and budget of $16.44 million. Expenditures through the Third Quarter totaled approximately $14.04 million. Approximately 85% of the Fiscal Year 2025 expenditure budget was spent (see Attachment B). FISCAL IMPACT: Joe Beachem, Chief Financial Officer No fiscal impact as this is an informational item only. STRATEGIC GOAL: This Program supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner” and the General Manager’s Vision, "To be a model water agency by providing stellar service, achieving measurable results, and continuously improving operational practices." LEGAL IMPACT: None. KC/MJL:jf Attachments: Attachment A – Committee Action Attachment B - Fiscal Year 2025 Third Quarter CIP Expenditure Report Attachment C – Presentation ATTACHMENT A SUBJECT/PROJECT: VARIOUS Informational Item – Third Quarter Fiscal Year 2025 Capital Improvement Program Report COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this informational item at a meeting held on May 20, 2025. NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any discussion or changes as directed by the Committee prior to presentation to the full Board. FISCAL YEAR 2025 3RD QUARTER REPORT(Expenditures through 3/31/25 ($000) ATTACHMENT B 2025 03/31/25 CIP No.Description Project Manager FY 2025 Budget Expenses Balance Expense to Budget %Overall Budget Expenses Balance Expense to Budget %CommentsCAPITAL FACILITY PROJECTS - P2040 Res - 1655-1 Reservoir 0.5 MG Marchioro 5$ 6$ (1)$ 120%7,300$ 1,124$ 6,176$ 15% The construction schedule is pushed out to the FY 2029-2030 timeframe as part of the FY 2025 budget cycle. Subsequently, other design phase efforts have been prioritized. P2228 Res - 870-2 Reservoir 3.4 MG Marchioro 1,000 1,801 (801) 180%17,488 2,698 14,790 15% Contractor progressing through beginning stages of construction project such that FY 2025 expenditures are accelerated. Construction completion scheduled for Q1 FY 2028. P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road Santos 25 - 25 0%1,000 65 935 7% Reimbursement Agreement and full allocation of funds have been transferred to City of Chula Vista for the construction of the Pressure Regulating Station. Budget will need to be balanced with CIP P2553, which has been coordinated with accounting and will be reflected in FY 2026.P2451 Otay Mesa Desalination Conveyance and Disinfection System Gentry 5 - 5 0%35,700 3,823 31,877 11%No expenditures anticipated in FY 2025. P2460 I.D. 7 Trestle and Pipeline Demolition Blalock 50 15 35 30%901 287 614 32%Expenses include planning and environmental. No further expenditures anticipated in FY 2025.P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage Santos 5 - 5 0%1,200 - 1,200 0%No expenditures anticipated in FY 2025. P2521 Large Meter Vault Upgrade Program Carey 49 - 49 0%710 481 229 68%Workload has resulted in work being deferred to Q4 2025. P2553 Heritage Road Bridge Replacement and Utility Relocation Santos 25 2,974 (2,949) 11896%5,050 3,257 1,793 64% Reimbursement Agreement and full allocation of funds have been transferred to City of Chula Vista for the construction the Heritage Road Bridge Pipeline Improvements. Budget will need to be balanced with CIP P2405 as the projects are adjacent to one another. This has been coordinated with accounting and will be reflected in FY 2026.P2584 Res - 657-1 and 657-2 Reservoir Demolitions Marchioro - - - 0%720 - 720 0%No budget for FY 2025. P2608 PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple Santos 65 8 57 12%1,820 420 1,400 23%Review of 60% drawings by staff is in progress. P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road Gentry 50 34 16 68%1,250 921 329 74% Construction portion of the project is complete. Per the City of Chula permit, revegetation of open space is ongoing until slope vegetation is established.P2614 485-1 Reservoir Interior/Exterior Coating Santos 50 - 50 0%1,375 1,064 311 77%Under warranty.P2617 Lobby Security Enhancements Payne 20 6 14 30%225 211 14 94%Engineering upgrades with FY 2025 closeout. P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements Marchioro 5 - 5 0%600 219 381 37%No expenditures anticipated in FY 2025.P2630 624-3 Reservoir Automation of Chemical Feed System Marchioro - - - 0%675 16 659 2%No budget for FY 2025.P2638 Buildings and Grounds Refurbishments Payne 220 3 217 1%745 289 456 39%Admin Landscape Phase II upgrade 2026. P2639 Vista Diego Hydropneumatic Pump Station Replacement Marchioro 175 69 106 39%4,200 732 3,468 17% Alternatives analysis and concept development of solution to reduce cost and impact to the community in progress. P2642 Rancho Jamul Pump Station Replacement Marchioro 5 - 5 0%2,500 143 2,357 6%Project coordinated with 1655-1 Reservoir (P2040). See P2040 for updates. P2646 North District Area Cathodic Protection Improvements Marchioro 20 9 11 45%1,200 49 1,151 4% Pre-design of cathodic protection improvements along Jamacha Road scheduled to commence Q4 FY 2025. P2647 Central Area Cathodic Protection Improvements Marchioro 30 3 27 10%2,000 221 1,779 11% No further expenditures anticipated in FY 2025. North District cathodic protection improvements prioritized over South District cathodic protection improvements. P2649 HVAC Equipment Purchase Payne 39 2 37 5%279 153 126 55%Various Admin replacements scheduled FY 2026-2027. P2652 520 to 640 Pressure Zone Conversion Marchioro 5 - 5 0%250 37 213 15%Project is on hold until PDR for P2195 & P2196 is completed. P2654 Heritage Road Interconnection Improvements Marchioro 5 - 5 0%200 40 160 20%No expenditures anticipated in FY 2025. Project on hold pending coordination with City of San Diego.P2658 832-2 Pump Station Modifications Marchioro 5 - 5 0%600 10 590 2%No expenditures anticipated in FY 2025.P2659 District Boardroom Improvements Kerr 35 - 35 0%300 186 114 62%Project remains on target for FY 2026. P2663 Potable Water Pressure Vessel Program Marchioro 400 314 86 79%3,200 965 2,235 30%Completion of Rolling Hills Hydro Tank Replacement scheduled for Q4 FY 2025. P2664 Otay Mesa Dual Piping Modification Program Gentry 25 - 25 0%350 36 314 10%No expenditures anticipated in FY 2025.P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road Santos 5 - 5 0%200 - 200 0%No expenditures anticipated in FY 2025. P2666 Low Head and High Head Pump Stations Demolition Marchioro 5 - 5 0%750 - 750 0% No expenditures anticipated in FY 2025. Completion of construction scheduled beyond six-year planning budget.P2674 System Pressure Reducing Program Ready 10 - 10 0%100 16 84 16%Expenses are planned for later in FY 2026.P2676 980-2 PS Motors and Motor Control Center Replacements Marchioro 100 4 96 4%3,242 799 2,443 25%No expenditures anticipated in FY 2025. P2683 Pump Station Safety, Monitoring, and Automation Improvements Marchioro 100 89 11 89%500 121 379 24%Remote machine monitoring at the 870-2 Pump Station scheduled for Q1 FY 2026. FISCAL YEAR-TO-DATE, 03/31/25 LIFE-TO-DATE, 03/31/25 P:\ENGRSEC\MISC\Attachment B - Expenditures.xlsx Page 1 of 4 5/13/2025 FISCAL YEAR 2025 3RD QUARTER REPORT(Expenditures through 3/31/25 ($000) ATTACHMENT B 2025 03/31/25 CIP No.Description Project Manager FY 2025 Budget Expenses Balance Expense to Budget %Overall Budget Expenses Balance Expense to Budget %Comments FISCAL YEAR-TO-DATE, 03/31/25 LIFE-TO-DATE, 03/31/25 P2684 Zero Emission Vehicles and Charging Infrastructure Santos 150 42 108 28%2,000 151 1,849 8% Design of Site Location 4 for Operations in progress. Procurement of charging station for Q4 FY 2025. P2688 Standby Power Renovations - Potable Water Rahders 239 14 225 6%1,663 50 1,613 3% $150K to the Board on November 6, 2024 for approval to replace unbudgeted Administrative genset due to failure. Approved for purchase. Budgeted replacement genset final price $94.2K. Total $244.2K. Expected Q4 FY 2025. P2693 PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr.Santos 120 - 120 0%3,950 - 3,950 0%Planning to be initiated in Q4 FY 2025 or Q1 FY 2026.P2694 Operations Replacement Communication Radios Rahders 75 - 75 0%155 - 155 0%No expenditures anticipated in FY 2025.P2696 1296-1 Reservoir Interior/Exterior Coating Ready - - - 0%1,400 - 1,400 0%No expenditures anticipated in FY 2025. P2698 Improve Fire Sprinkler Protection System at RWCWRF (P)Payne 5 - 5 0%75 - 75 0%Late FY 2025 consultant with FY 2026 installation.P2714 870 Reservoir Storage Bins Marchioro 40 7 33 18%400 7 393 2%Project design will commence Q3 FY 2025. P2715 Replacement and Update of District’s Utility Network Framework Zhao 100 - 100 0%450 - 450 0%Project to start Q4 FY 2025. R2117 RWCWRF Disinfection System Improvements Santos 1,122 2,228 (1,106) 199%4,825 3,436 1,389 71%Project is in construction. UV basin to be complete in Q4 FY 2025.R2146 Recycled Pipeline Cathodic Protection Improvements Marchioro 10 2 8 20%1,200 884 316 74%No expenditures anticipated in FY 2025.R2153 Recycled Water Pressure Vessel Program Marchioro 1 - 1 0%1,000 29 971 3%No expenditures anticipated in FY 2025. R2165 Recycled HVAC Equipment Purchase Payne 1 - 1 0%75 - 75 0%Late FY 2025 consultant with FY 2026 installation. R2166 RWCWRF Effluent Pump Station Compressors Marchioro 50 2 48 4%175 73 102 42% Compressors were replaced Q4 FY 2024. Project As-builts will be completed and the project will be closed end of FY 2025. R2168 Improve Fire Sprinkler Protection System at RWCWRF (R)Payne 5 - 5 0%75 - 75 0%Late FY 2025 consultant. FY 2026 installation. S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement Gentry 300 - 300 0%4,000 1,355 2,645 34%On schedule, invoices are issued at the end of the fiscal year.S2043 RWCWRF Sludge Handling System Gentry 1 - 1 0%1,500 129 1,371 9%No expenditures anticipated in FY 2025.S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)Gentry 10 - 10 0%220 78 142 35%No expenditures anticipated in FY 2025.S2071 San Diego Metro Wastewater Capital Improvements Gentry 125 89 36 71%8,300 407 7,893 5%On schedule. Invoices are billed quarterly. S2081 Improve Fire Sprinkler Protection System at RWCWRF (S)Payne 5 - 5 0%75 - 75 0%Late FY 2025 consultant with FY 2026 installation.S2082 Sewer Manhole Rehabilitation Program Santos 5 - 5 0%2,500 - 2,500 0%No expenditures anticipated in FY 2025.S2083 Sewer Lift Station Equipment Replacement Program Mederos 75 6 69 8%300 6 294 2%On track to be spend by end of FY2025. Total Capital Facility Projects Total:4,977 7,727 (2,750) 155%130,968 24,988 105,980 19% REPLACEMENT/RENEWAL PROJECTS P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 Santos 205 75 130 37%2,750 228 2,522 8%Review of 60% drawings by staff is in progress. P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road Santos 225 25 200 11%3,600 131 3,469 4%Review of 60% drawings by staff is in progress. P2195 PL - 24 - Inch, 640 Zone, Campo Road - Regulatory Site/Millar Ranch Santos 50 19 31 38%9,500 46 9,454 0%Planning study is in progress; draft report will be submitted in Q4 FY 2025. P2196 PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station Santos 50 18 32 36%5,100 47 5,053 1%Planning study is in progress; draft report will be submitted in Q4 FY 2025. P2533 1200-1 Reservoir Interior & Exterior Coating Santos 45 40 5 89%1,275 1,216 59 95%Address Cathodic Protection Issue Q1/Q2 2026.P2543 850-1 Reservoir Interior/Exterior Coating Santos 5 - 5 0%1,270 1,091 179 86%No expenditures anticipated in FY 2025. P2563 Res - 870-1 Reservoir Improvements Marchioro 10 46 (36) 460%6,497 344 6,153 5% Project coordinated with the 870-2 Reservoir (CIP P2228). Construction expenditures for CIP P2563 anticipated to begin Q1 FY 2027 and end Q1 FY 2028.P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades Santos 12 - 12 0%1,375 1,337 38 97%Warranty ends Q2 FY 2027. P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM Marchioro 60 69 (9) 115%8,000 127 7,873 2% A pilot to restore Pump #3 original capacity scheduled for award Q4 FY 2025. Expenditures on track. P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades Santos 45 - 45 0%1,050 922 128 88%Review final docs and close CIP in coordination with Engineering Manager.P2594 Large Meter Replacement Carey 60 48 12 80%910 667 243 73%On track. P2609 PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa Santos 25 1 24 4%2,100 1,134 966 54%Review of 60% drawings by staff is in progress.P2611 Quarry Road Bridge Replacement and Utility Relocation Gentry 1 - 1 0%3,600 124 3,476 3%No spending anticipated for FY 2025. P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande Santos 260 27 233 10%2,600 166 2,434 6%Review of 60% drawings by staff is in progress.P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive Santos 5 - 5 0%4,200 1,687 2,513 40%No expenditures anticipated in FY 2025. P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades Santos 750 139 611 19%1,625 156 1,469 10%Notice to proceed has been issued and materials were being fabricated in Q3 FY 2025.P2655 La Presa Pipeline Improvements Gentry 25 - 25 0%1,750 281 1,469 16%No spending anticipated for FY 2025.P2656 Regulatory Site Desilting Basin Improvements Gentry 5 - 5 0%150 7 143 5%No spending anticipated for FY 2025.P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades Ready 25 - 25 0%1,150 7 1,143 1%Expenses are planned for FY 2026. P:\ENGRSEC\MISC\Attachment B - Expenditures.xlsx Page 2 of 4 5/13/2025 FISCAL YEAR 2025 3RD QUARTER REPORT(Expenditures through 3/31/25 ($000) ATTACHMENT B 2025 03/31/25 CIP No.Description Project Manager FY 2025 Budget Expenses Balance Expense to Budget %Overall Budget Expenses Balance Expense to Budget %Comments FISCAL YEAR-TO-DATE, 03/31/25 LIFE-TO-DATE, 03/31/25 P2662 Potable Water Meter Change Out Carey 1,000 113 887 11%31,645 207 31,438 1% Expenditures to date are related to consulting services for procurement and contract negotiations. Currently negotiating contract; will most likely not begin project until Q1 FY 2026. P2670 Administration and Operations Roof Repairs and Replacement Payne 50 - 50 0%350 - 350 0%Ongoing maintenance; replacements FY 2025-2028. P2672 District Roof Repairs and Replacement Program Payne 100 - 100 0%340 - 340 0%Ongoing maintenance; replacements FY 2025-2028.P2673 803-4 Reservoir Interior/Exterior Coating Ready 5 - 5 0%2,350 - 2,350 0%No expenditures anticipated in FY 2025.P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment Gentry 150 - 150 0%450 15 435 3%Design 60% complete. Project is on hold. P2677 PL - 16-Inch, 870 Zone, La Media Road and Airway Road Utility Relocations Gentry 100 35 65 35%3,100 2,378 722 77%City of San Diego driven project. Construction is progressing. P2678 Jamacha Boulevard Utility Relocation Gentry 75 - 75 0%250 - 250 0% The utility conflict was avoided and an Otay relocation is no longer needed. Will be closed at the end of FY 2025. P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road Marchioro 150 1 149 1%425 78 347 18% Project coordinated with the larger Vista Diego Hydropneumatic Pump Station Replacement (CIP P2639). See P2639 for updates. P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement Marchioro 5 - 5 0%1,800 130 1,670 7%Project coordinated with 1655-1 Reservoir (P2040) Project. See P2040 for updates. P2682 AMI Project Carey 200 13 187 7%870 625 245 72%Budget reduced; will not spend full budgeted amount. P2685 980/711 PRS Renovation - Proctor Valley Rd Marchioro 10 - 10 0%850 - 850 0%No expenditures anticipated in FY 2025.P2686 870 PZ Seismic Vault Renovation Gentry 5 - 5 0%400 - 400 0%No expenditures anticipated in FY 2025. P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation Blalock 100 11 89 11%600 77 523 13%Assessment phase completed. Construction phase anticipated Q1 FY 2026.P2689 944-1-9 Pump Station Meter Vault Renovation Gentry 20 - 20 0%200 - 200 0%This project has been delayed.P2690 850-4 Reservoir Interior/Exterior Coating Ready - - - 0%1,850 - 1,850 0%No expenditures anticipated in FY 2025. P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation Ready 225 24 201 11%1,000 47 953 5% Coordinated with the City and their consultant on the design and interconnect agreements. Design of new interconnections is expected in Q4 of FY 2025 or Q1 of FY 2026.P2692 1485-2 PS Yard Piping Modifications Marchioro 1 - 1 0%600 - 600 0%No expenditures anticipated in FY 2025. P2695 Relocation of Data Center Kerr 25 13 12 52%250 29 221 12%Received solicitation and scheduled for Board approval.P2697 Valve Replacement Program - Phase 2 Mederos 625 458 167 73%12,000 859 11,141 7%On track.P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the Warehouse Payne 300 42 258 14%525 78 447 15%Upgrades in FY 2026 and FY 2027.P2700 Pump Station Equipment Replacement Program Mederos 250 130 120 52%1,250 247 1,003 20%On track. P2706 PL-16-Inch Transmission Main Assessment & Repair, 980 Zone, Olympic Parkway Blalock 350 21 329 6%3,000 21 2,979 1%Pipe assessment inspection phase anticipated Q4 FY 2025. P2707 Pipeline Relocation for County Storm Drain Replacement Projects Ready 5 10 (5) 200%500 10 490 2% Planning and design began in Q3 of FY 2025. Fast tracking project to meet County Construction later in FY 2026.P2708 1296-2 Reservoir Interior/Exterior Coating Ready - - - 0%2,000 - 2,000 0%No expenditures anticipated in FY 2025.P2709 ADA Compliance for Administration and Operation Buildings Payne 6 - 6 0%500 - 500 0%Upgrades in FY 2026 and FY 2027. P2710 Conversion of the 803-4 Reservoir Disinfection System to LAS Marchioro 5 - 5 0%500 - 500 0%FY 2025 expenses are expected to be minor for initial planning. P2711 City of Tijuana Pipeline Connection Upgrades Ready 50 2 48 4%300 2 298 1%Design is expected to move forward in FY 2026. P2712 PL-12-Inch Steel Pipeline Replacement, 850 Zone, Sweetwater Springs Blvd, Southeast of Jamacha Blvd.Santos - - - 0%2,000 - 2,000 0%No budget for FY 2025.P2713 PL-14-Inch ACP Pipeline Replacement, 640 Zone, SR125 Crossing and Orville Street Gentry - - - 0%2,500 - 2,500 0%No budget for FY 2025.R2121 Res - 944-1 Reservoir Cover/Liner Replacement Marchioro 4 2 2 50%3,500 27 3,473 1%No expenditures anticipated in FY 2025. R2148 Large Meter Replacement - Recycled Carey 15 - 15 0%154 59 95 38%Waiting on product. Work will occur in Q4 FY 2025. R2152 Recycled Water Meter Change-Out Carey 70 - 70 0%1,010 - 1,010 0%Currently negotiating contract. Will most likely not begin project until Q1 FY 2026.R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements Marchioro 5 - 5 0%1,300 259 1,041 20%No expenditures anticipated in FY 2025. R2157 RWCWRF Backwash Supply Pumps Upgrade Santos 200 76 124 38%500 187 313 37%Project is in construction as part of R2117; budget reallocation to be addressed in Q4 FY 2025. R2158 RWCWRF Stormwater Pond Improvements (R)Blalock 5 - 5 0%175 - 175 0%FY 2025 expenses are expected to be minor for initial planning. R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement Gentry 2,500 3,914 (1,414) 157%6,000 4,394 1,606 73% Project is substantially complete. Contractor is working on punchlist items and subsequently acceptance of the project. R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades Ready - - - 0%2,500 - 2,500 0%Design is expected to move forward in FY 2026.R2163 450-1 RW Res Disinfection Injection Vault Renovation Marchioro 5 - 5 0%300 - 300 0%No expenditures anticipated in FY 2025. R2164 450-1 RW Res Stormwater Improvements Blalock 80 48 32 60%800 113 687 14% Working with consultant and environmental agencies on allowable construction materials placed in sensitive habitat areas prior to entering the project design phase.R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs Blalock 50 4 46 8%550 9 541 2%No expenditures anticipated in FY 2025.R2169 Pump Station Equipment Replacement Program (R)Mederos 75 51 24 68%600 88 512 15%On track. R2172 RWCWRF - Tertiary Trough Replacement Santos 40 - 40 0%250 - 250 0%Planning to be initiated in Q4 FY 2025 or Q1 FY 2026. P:\ENGRSEC\MISC\Attachment B - Expenditures.xlsx Page 3 of 4 5/13/2025 FISCAL YEAR 2025 3RD QUARTER REPORT(Expenditures through 3/31/25 ($000) ATTACHMENT B 2025 03/31/25 CIP No.Description Project Manager FY 2025 Budget Expenses Balance Expense to Budget %Overall Budget Expenses Balance Expense to Budget %Comments FISCAL YEAR-TO-DATE, 03/31/25 LIFE-TO-DATE, 03/31/25 S2024 Campo Road Sewer Main Replacement Luengas 25 1 24 4%11,130 11,078 52 100%Project closeout is scheduled for FY 2025. S2049 Calavo Basin Sewer Rehabilitation - Phase 2 Blalock 30 - 30 0%1,150 79 1,071 7%Planning level expenses are expected next fiscal year. S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 Blalock 41 - 41 0%1,100 7 1,093 1%Planning level expenses are expected next fiscal year. S2054 Calavo Basin Sewer Rehabilitation - Phase 3 Blalock 10 - 10 0%1,300 - 1,300 0%Planning level expenses are expected next fiscal year.S2060 Steele Canyon Pump Station Replacement Gentry 40 - 40 0%1,900 - 1,900 0%This project has been delayed. S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 Blalock 5 - 5 0%950 - 950 0%Planning level expenses are expected next fiscal year. S2069 Cottonwood Sewer Pump Station Renovation Marchioro 350 82 268 23%3,000 554 2,446 18% Staff vacancies have been filled and the project was reassigned Q1 FY 2025 such that completion of construction scheduled for FY 2028. S2072 RWCWRF Rotary Screen Replacement Santos 60 - 60 0%600 2 598 0%Planning to be initiated in Q4 FY 2025 or Q1 FY 2026. S2074 RWCWRF Stormwater Pond Improvements (S)Blalock 10 - 10 0%175 - 175 0%Planning level expenses are expected next fiscal year. S2076 RWCWRF Grit Chamber Improvements Santos 24 - 24 0%250 - 250 0%Planning to be initiated in Q4 FY 2025 or Q1 FY 2026. S2077 RWCWRF Blowers Renovation Gentry 120 33 87 28%400 82 318 21% Refurbished blowers were installed and the remaining blowers will be purchased in a future fiscal year. S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation Blalock 50 1 49 2%350 1 349 0%Planning level expenses are expected next fiscal year.S2080 Standby Power Renovations - Sewer Rahders - - - 0%200 26 174 13%No budget for FY 2025. Total Replacement/Renewal Projects Total:9,489 5,592 3,897 59%171,051 31,486 139,565 18% CAPITAL PURCHASE PROJECTS P2282 Vehicle Capital Purchases Rahders 1,460 348 1,112 24%12,200 7,037 5,163 58%$706K encumbered. $304K expected by Q4 FY 2025. P2286 Field Equipment Capital Purchases Rahders 170 155 15 91%3,572 2,694 878 75%$145K encumbered. Expended end of Q2 FY 2025. No further activity in FY 2025.P2571 Data Center Network Data Storage and Infrastructure Enhancements Kerr 25 - 25 0%530 464 66 88%Project remains on target. P2572 Enterprise Resource Planning (ERP) Replacement Kerr 203 218 (15) 107%993 285 708 29%Finance module complete. In progress with HRM module.R2160 Recycled Water Field Equipment Capital Purchases Rahders - - - 0%700 221 479 32%No budget for FY 2025.R2162 Vehicle Capital Purchases - Recycled Rahders - - - 0%500 93 407 19%No budget for FY 2025.S2075 Field Equipment Capital Purchases Rahders - - - 0%500 130 370 26%No budget for FY 2025.S2078 Vehicle Capital Purchases - Sewer Rahders - - - 0%900 - 900 0%No budget for FY 2025. Total Capital Purchase Projects Total:1,858 721 1,137 39%19,895 10,924 8,971 55% DEVELOPER REIMBURSEMENT PROJECTS P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way Cameron 101 - 101 0%336 - 336 0%This is a developer reimbursement project.P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon Cameron 1 - 1 0%900 - 900 0%This is a developer reimbursement project.P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 Cameron 1 - 1 0%280 - 280 0%This is a developer reimbursement project.P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E Cameron 1 - 1 0%500 - 500 0%This is a developer reimbursement project.P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge Cameron 1 - 1 0%280 - 280 0%This is a developer reimbursement project.P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge Cameron 1 - 1 0%340 - 340 0%This is a developer reimbursement project.R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street Cameron 5 - 5 0%900 - 900 0%This is a developer reimbursement project.R2037 RecPL – 8-in, 680 Zone, Main Street/Otay Valley Road – Village 8W Cameron 1 - 1 0%620 - 620 0%This is a developer reimbursement project.R2038 RecPL – 8-in, 680 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon Cameron 1 - 1 0%470 - 470 0%This is a developer reimbursement project.R2047 RecPL – 12-in, 680 Zone, La Media Road - Birch/Main St Cameron 1 - 1 0%550 - 550 0%This is a developer reimbursement project.R2136 RecPL – 8-in, 680 Zone, Otay Valley Rd, SR 125 Bridge Cameron 1 - 1 0%140 - 140 0%This is a developer reimbursement project.R2137 RecPL - 8-in, 815 Zone, Hunte Parkway, SR 125 Bridge Cameron 1 - 1 0%170 - 170 0%This is a developer reimbursement project. Total Developer Reimbursement Projects Total:116 - 116 0%5,486 - 5,486 0% 147 GRAND TOTAL 16,440$ 14,040$ 2,400$ 85%327,399$ 67,398$ 260,001$ 21% P:\ENGRSEC\MISC\Attachment B - Expenditures.xlsx Page 4 of 4 5/13/2025 Otay Water District Capital Improvement Program Fiscal Year 2025 Third Quarter (through 3/31/2025) ATTACHMENT C 870-2 Reservoir – Over-excavation for reservoir foundation 2-4-25 3-27-25 Background The approved CIP Budget for Fiscal Year 2025 consists of 147 projects that total $16.44 million. These projects are broken down into four categories. 1.Capital Facilities $ 4.98 million 2.Replacement/Renewal $ 9.49 million 3.Capital Purchases $ 1.86 million 4.Developer Reimbursement $ 116 thousand Overall expenditures through the Third Quarter of Fiscal Year 2025 totaled nearly $14.04 million, which is approximately 85% of the fiscal year budget. 2 Fiscal Year 2025 Third Quarter Update ($000) CIP CAT Description FY 2025 Budget FY 2025 Expenditures % FY 2025 Budget Spent Total Life-to-Date Budget Total Life-to-Date Expenditures % Life-to-Date Budget Spent 1 Capital Facilities $4,977 $7,727 155%$130,968 $24,988 19% 2 Replacement/ Renewal $9,489 $5,592 59%$171,051 $31,486 18% 3 Capital Purchases $1,858 $721 39%$19,895 $10,924 55% 4 Developer Reimbursement $116 0 0%$5,486 0 0% Total: $16,440 $14,040 85%$327,399 $67,398 21% 3 Fiscal Year 2025 Third Quarter CIP Budget Forecast vs. Expenditures 4 5 CIP Projects in Construction Olympic Parkway Recycled Water Pipeline Replacement (R2159) Project will install approximately 5,730 linear feet of 16-inch recycled water line in Olympic Parkway, and removal/abandonment of the existing 20-inch recycled water line. Budget: $6,000,000 NTP: March 25, 2024 Approx. 99% complete. Project is within budget. Otay Ranch High School Chula Vista 6 CIP Projects in Construction 7 1-14-25 Ductile Iron Spool and Butterfly Valve placed at laydown area in prep for night work RW Valve Caps RW Meter Boxes 2-13-25 1-27-25 CIP Projects in Construction RWCWRF Disinfection System Improvements (R2117 & R2157) Project will replace existing chlorine system with Trojan UV system and replacement of existing filter backwash supply pumps. Combined Budget: $4,775,000 NTP: April 8, 2024 Trojan UV system to be installed in Q4. Project is within budget. 8 9 CIP Projects in Construction 1-2-25 2-7-25 Continued work on rebar installation on southern side of basin Concrete for new slab on southern side of basin Installation of beams for the canopy 3-28-25 CIP Projects in Construction 870-2 Reservoir 3.4 MG & 870-1 Liner Improvements (P2228 & P2563) Work includes construction of a 3.4-million-gallon (MG) Type 1 pre-stressed concrete reservoir. Replacement of the existing membrane floating cover and liner with a new membrane system on the 870-1 Reservoir. The project also includes lowering the existing reservoir's 30-inch inlet pipe. Budget: $23.9 M NTP: October 28, 2024 Project is within budget. 10 11 CIP Projects in Construction Excavator digging 12’ x 4’ x 20’ deep pothole Excavator breaking up hard compact soil for the scraper 3-27-25 1-20-25 Excavator removes soil from the perimeter of future tank 2-26-25 3-19-25 CIP Projects in Construction 1485-2 (1.6 MG) Reservoir Interior/Exterior Coating (P2631) Renovation work includes removing and replacing the interior and exterior coatings of the welded steel reservoir including structural modifications and upgrades. Budget: $1.62M Notice to Proceed issued on January 13, 2025. Project is within budget. 12 13 CIP Projects in Construction 1-14-25 2-11-25 7-31-24 Assessing current conditions Identifying interior surfaces that need to be sandblasted Watchlite removing existing conduit on the tank 3-28-25 CIP Projects in Construction Rolling Hills Pressure Vessel Tank Replacement (P2663) This project will replace the hydropneumatic tank at the Rolling Hills Hydropneumatic Pump Station. This project is a part of the pressure Vessel program. Overall Budget: $3.2 M Feb. 2024 Board Mtg: Approved P.O. for $270,000 to Modern Custom Fabrication. Hydro-Tank delivery scheduled for May 2025. Work to be performed by OWD staff. Project is within budget.14 CIP Projects in Construction La Media Rd and Airway Rd Utility Relocations (P2677) Work includes all potable water utility relocations required due to construction of storm drains and road improvements by the City of San Diego in Otay Mesa along La Media Road and Airway Road. Facility relocations vary in size from 2-inch to 18-inch. Budget: $3.1M Project is within budget. 15 CIP Projects in Construction Heritage Road Bridge Utility Relocation &624-340 PRS (P2553 & P2405) The City of Chula Vista is constructing a new bridge on Heritage Road. OWD has requested the City to include the construction of a new 16- inch potable water steel pipeline and reserve room for a future 8-inch recycled water pipeline. A 624-340 PRS will also be constructed. Budget: $5.05M City awarded a construction contract in Oct 2024. Reimbursement Agreement executed in Q3 FY 2025.16 Construction Contract Status 17 18 Consultant Contract Status Consultant Contract Status 19 Consultant Contract Status 20 QUESTIONS? 21