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HomeMy WebLinkAbout02-20-24 EO&WR Committee Packet1 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 FEBRUARY 20, 2024 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. Additionally, if you wish to have your comment read to the Board during the “Public Participation” portion of the meeting, please email your comment to BoardSecre- tary@otaywater.gov at least thirty minutes prior to the start of the meeting, and it will be read aloud during the “Public Participation” portion of the meeting. Please pro- vide your Name and the City in which you reside, with your comment. Your com- ment must not take more than three minutes to read. The Board is not permitted to respond to written public comment during this time. DISCUSSION ITEMS 3.ADOPT RESOLUTION NO. 4439 TO REJECT ALL BIDS RECEIVED FOR THE BOB PLETCHER WAY WATER MAIN LEAK REPAIR PER CALIFORNIA PUBLIC CONTRACT CODE 22038 (MEDEROS) [5 MINUTES] 4.REQUEST BY MR. ENRIQUE OCAMPO FOR A WAIVER TO THE CODE OF ORDI- NANCE, SECTION 62, EXTENT OF SYSTEMS FOR SUBDIVISONS AND PARCEL MAPS, ITEM 62.01, FOR THE PROPERTY LOCATED ON 1446 PORTOLA AVENUE IN SPRING VALLEY (CAMERON) [5 MINUTES] 5.SECOND QUARTER FISCAL YEAR 2024 CAPITAL IMPROVEMENT PROGRAM RE- PORT (CAMERON) [5 MINUTES] 6.ADJOURNMENT 2 BOARD MEMBERS ATTENDING: Mark Robak, Chair Ryan Keyes All items appearing on this agenda, whether or not expressly listed for action, may be de- liberated 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 participate 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 February 16, 2024, I posted a copy of the foregoing agenda near the regular meeting 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 February 16, 2024. /s/ Tita Ramos-Krogman, District Secretary STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 6, 2024 SUBMITTED BY: Charles Mederos Utility Services Manager PROJECT: Various DIV. NO. 2 APPROVED BY: Andrew Jackson, Chief of Water Operations Jose Martinez, General Manager SUBJECT: ADOPT RESOLUTION NO. 4439 TO REJECT ALL BIDS RECEIVED FOR THE BOB PLETCHER WAY WATER MAIN LEAK REPAIR PER CALIFORNIA PUBLIC CONTRACT CODE 22038 GENERAL MANAGER’S RECOMMENDATION: That the Board of Directors adopt Resolution No. 4439 to reject all bids received for the repair of the 12-inch water main leak on Bob Pletcher Way and the SR125 undercrossing, located in the City of Chula Vista, and grant authorization to permit District staff to complete necessary repairs more cost-effectively. COMMITTEE ACTION: See Attachment “A.” PURPOSE: To reject all bids for repairing the 12-inch water main leak on Bob Pletcher Way as the District can complete the Project more cost-effectively using District staff in accordance with California Public Contract Code 22038 (CUPCCAA). ANALYSIS: On Wednesday, January 10, 2024, at approximately 2:00 P.M., the District experienced a water leak on a 12-inch polyvinyl chloride (PVC) water AGENDA ITEM 3 main pipe in the eastbound lanes of Bob Pletcher Way, between Millenia Avenue and Wolf Canyon Loop, in Chula Vista (Exhibit A). Utility Maintenance and Water Operations staff responded to this event and isolated the water main. Upon clean-up activities and excavation, it was determined that the source of the leak was a rolled gasket on a joint segment directly outside of the pipe casing (Attachment B). Staff continue to investigate the cause of the rolled gasket. The repair work will require removing the existing asphalt, excavating 40 feet on both ends of the casing to expose and remove existing unrestrained pipe, testing the restrained pipe inside casing for any leaks, installing a new 12-inch pipe on both ends with restraints, installing a new two-inch blow off for future dewatering purposes, installing a new 2-inch air release valve on the east side of the casing, and perform pressure test on the pipe. The road restoration will be completed under the District’s As-needed Paving contract. The affected 12-inch main line is the redundant source to feed the western and southern 980 Pressure Zone, such as residential homes, condominiums, Wolf Canyon Elementary School, and Olympian High School. This section of 980 Pressure Zone is also used as redundancy to the new housing development of Otay Ranch Village 8 through the 980/711 Pressure Reducing Station on Main Street and Magdelena Avenue. Staff concluded that the repair to the water main on Bob Pletcher Way would be extensive and the amount of work and estimated costs required to complete the repair will exceed $60,000.00 in terms of labor and equipment utilizing District staff. In accordance with the District's adherence to CUPCCAA, any work exceeding this amount ($60,000) up to $200,000.00 can bid through an informal bidding process. On Monday, January 29, 2024, the District held a mandatory pre-bid conference with four (4) potential construction contractors with a crew and equipment available to complete the repair. On Friday, February 9, 2024, the District received two (2) bids as shown below: Contractor Amount SEMA Construction, Inc. $136,344.16 M-Rae Engineering, Inc. $215,000.00 After careful review, staff recommends that the Board rejects all bids since District Staff can perform the work more economically and in an efficient manner. California Public Contract Code 22038 states: “In its discretion, the public agency may reject any bids presented, if the agency, prior to rejecting all bids and declaring that the project can be more economically performed by employees of the agency, furnishes a written notice to an apparent low bidder. The notice shall inform the bidder of the agency’s intention to reject the bid and shall be mailed at least two business days prior to the hearing at which the agency intends to reject the bid. If after the first invitation of bids all bids are rejected, after reevaluating its cost estimates of the project, the public agency shall have the option of either of the following: (1) Abandoning the project or readvertising for bids in the manner described by this article. (2) By passage of a resolution by a four-fifths vote of its governing body declaring that the project can be performed more economically by the employees of the public agency, may have the project done by force account without further complying with this article. Staff estimates that the repair costs will be approximately $121,739.49 (Attachment C), which includes all labor, overhead, equipment, and materials to expedite the repair of the pipe leak to prevent loss or impairment of essential public services. FISCAL IMPACT: Joe Beachem, Chief Financial Officer This incident is an operating cost incurred with District funds for pipe repair, materials, labor and equipment. The project manager estimates that $121,739.49 under the operating budget is enough to cover this Project's costs. Finance has determined that the funds are available under the general fund. STRATEGIC GOAL: Water Distribution System Integrity. As well as maintaining a safe and continuous water supply and safety for the public. LEGAL IMPACT: None. Attachments: Attachment A – Committee Action Attachment B – Resolution No. 4439 Attachment C – Photos of Pipe Attachment D – Estimated Costs Exhibit A – Location Map ATTACHMENT A SUBJECT/PROJECT: REJECT ALL BIDS RECEIVED FOR THE BOB PLETCHER WAY WATER MAIN LEAK REPAIR PER CALIFORNIA PUBLIC CONTRACT 22038 COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee reviewed this item at a meeting held on February 20, 2024, 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. RESOLUTION NO. 4439 RESOLUTION OF THE BOARD OF DIRECTORS OF THE OTAY WATER DISTRICT TO DENY THE CURRENT BIDS RECEIVED TO REPAIR THE WATER LEAK ON BOB PLETCHER WAY AND APPROVE THAT THE WORK BE UNDERTAKEN BY THE DISTRICT AS IT WOULD BE MORE ECONOMICALLY FEASIBLE Whereas, on January 10, 2024, the District experienced a water leak in the main pipe in the eastbound lanes of Bob Pletcher Way in the City of Chula Vista. Whereas, a�er inspec�ng the water leak on Bob Pletcher Way, District Staff concluded that the work would be extensive and would exceed $60,000. Whereas, in accordance to the Districts adherence with California Uniform Public Construc�on Cost Accoun�ng Act (CUPCCAA), any work exceeding $60,000 up to $200,000 can be bid through an informal bidding process. Whereas, on January 29, 2024, the District held a mandatory pre-bid conference with four poten�al construc�on contractors. Whereas, on February 9, 2024, the District received two bids, one for $136,344.16, and the second for $215,000. Whereas, a�er consul�ng with the Project Manager for the District, the Project Manager es�mated that the repair on Bob Pletcher would be around $121,739.49 which includes all labor, overhead, equipment, and materials to expedite the repair of the pipe leak to prevent loss or impairment of essen�al public services. Whereas, CUPCCAA code 22038 was reviewed and analyzed, and it was determined it would be in the best interest of the District if the repair on Bob Pletcher Way could completed at a more economically feasible price by the District. Whereas, the Districts finance department determined that the funds are available under the general fund for District Staff to complete the repair on Bob Pletcher Way. NOW, THEREFORE, BE IT RESOLVED, DETERMINED, AND ORDERED that the Board of Directors of the Otay Water District, herby rejects the current bids to repair the water leak on Bob Pletcher Way and grants authoriza�on for District staff to complete necessary repairs on Bob Pletcher Way in the City of Chula Vista. PASSED, APPROVED AND ADOPTED by the Board of Directors of the Otay Water District at a special mee�ng, held this 6th day of March, 2024. Ayes: Noes: Abstain: Absent: ________________________________ President Otay Water District Atest: ______________________ District Secretary ATTACHMENT B Atachment C Bob Pletcher looking West. Bob Pletcher Looking East Exposed 12-Inch PVC Pipe Source Of The Leak Rolled Gasket on a Joint Segment Attachment D Estimated Costs OTAY WATER DISTRICT12-INCH MAIN REPAIR ON BOB PLETCHER WYLOCATION MAP EXHIBIT AC: \ O n e D r i v e W o r k \ O t a y W a t e r D i s t r i c t \ E N G O P E R A T I N G - D o c u m e n t s \ T e c h n i c i a n \ P r o j e c t s \ O W D \ O p e r a t i o n s \ 1 2 - I n c h P W M a i n o n B o b P l e t c h e r W y \ E x h i b i t A , L o c a t i o n M a p . m x d VICINITY MAP PROJECT SITE DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 ÃÅ54 !\ ÃÅ125 ÃÅ94 ÃÅ905 §¨¦805 FNTS F 0 250125 Feet Aä BOB PLETCH E R W Y MI L L E N I A A V W O L F C A N Y O N L O O P PROJECT SITEExcavations to be made on east andwest side of casing shown on as-builts #573-22, sheets 8-9 STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 6, 2024 SUBMITTED BY: Kevin Cameron, Engineering Manager PROJECT: N/A DIV. NO.3 APPROVED BY: Michael Long, Chief, Engineering Jose Martinez, General Manager SUBJECT: Request for Waiver to the Code of Ordinance, Section 62.01, for the property at 1446 Portola Avenue (APN: 579-378-34-00) in Spring Valley GENERAL MANAGER’S RECOMMENDATION: That the Otay Water District (District) Board of Directors (Board) reject the request by Mr. Enrique Ocampo for a waiver to the Code of Ordinance, Section 62, Extent of Systems for Subdivision and Parcel Maps, Item 62.01, Location and Scope of System, for the property at 1446 Portola Avenue in Spring Valley (see Exhibit A for Project location). COMMITTEE ACTION: Please see Attachment A. PURPOSE: Staff received a request by Mr. Enrique Ocampo to waive the requirement of Code of Ordinance, Section 62, Extent of Systems for Subdivision and Parcel Maps, Item 62.01, Location and Scope of System, for the property at 1446 Portola Avenue in Spring Valley (see Attachment B). AGENDA ITEM 4 2 ANALYSIS: On November 1, 2023, District staff was approached by Mr. Ocampo to explore the possibility of providing water service to his property at 1446 Portola Avenue in Spring Valley, APN: 579-378-34-00. Staff reviewed the property and water service in the area. The water main is in the County right-of-way of Portola Avenue and stops at a point perpendicular to the southern boundary of the subject property. The existing water main has four (4) connections at the end of the service line, each separated by two to three feet (2-3’). Per Section 62.01 of the District’s Code of Ordinance (Code): “To provide for future line extensions, pipelines installed within public streets must be constructed to the subdivision boundary and pipelines not installed within a public street must be installed in a District easement or right-of-way and must extend across the frontage of the parcel or parcels to be served.” (see Exhibit B) Since the existing water main in Portola did not extend across the frontage of the parcel, staff explained to Mr. Ocampo that he would need to extend the water main fifty (50) linear feet to the northern extent of his property. A GIS map and existing water main As-builts were provided to Mr. Ocampo (see Exhibit C). Mr. Ocampo requested the District sign his County of San Diego (County) Agency Clearance Letter (Clearance Letter)(see Exhibit D). The Clearance Letter states, "Authorized signature below is a commitment to provide the stated services and authorizes the Building Department to issue the building permit.” Staff indicated to Mr. Ocampo that the District does not sign the Clearance Letter until the water main extension is complete. The following is a chronology of communications and meetings with Mr. Ocampo regarding his property at 1446 Portola Avenue: •November 9, 2023: Mr. Ocampo emailed staff for clarification of why the District could not sign his Clearance Letter for a building permit and staff reiterated that before the Clearance Letter could be signed, a developer is required to extend the water main for the property in question. The process includes having an engineer submit plans for the water main extension. After the plans are approved, the developer enters into a construction agreement with the District, and upon completion of the construction, the project is accepted by the District. Mr. Ocampo was provided access to information regarding the District’s plan review services. 3 •November 14, 2023: At the request of Mr. Ocampo, staff met on site to take GPS shots to locate the existing facilities. •November 21, 2023: Staff provided an exhibit of the facilities shot with the GPS equipment. The facilities matched the As- builts with the exception of a water test station previously installed at this location. •November 28, 2023: Mr. Ocampo requested a meeting to discuss his project at 1446 Portola Avenue. Staff maintained their position regarding the Clearance Letter for the County building permit. Staff indicated a service connection to the existing water main could not be made at the end of the pipe due to the District’s Water Agency Standards (WAS) requirements for separation between the existing four connections. Staff also explained that in 1992, the property owner to the south extended the water main forty-seven feet (47’) for their services, and in 1991, the property owner to the south extended the water main one hundred and twenty-two feet (122’) from the center of the cul-de-sac. •November 29, 2023: Responding to a Dig-Alert ticket submitted on November 27, 2023, District survey staff completed a mark-out of the water main and appurtenances from the cul-de-sac to the endcap to the north, approximately one hundred eighty feet (180’). •December 13, 2023: Mr. Ocampo emailed the General Manager requesting the District sign his Clearance Letter. Staff updated the General Manager of the requirements to provide water service to the project and offered potential alternatives to the Code that may meet the project needs. •December 19, 2023: Staff met with Mr. Ocampo to discuss alternatives to serve his project and indicated the District may consider allowing a six-foot (6’) extension as opposed to the entire fifty feet (50’) for his connection and appurtenances. Mr. Ocampo rejected this alternative. •December 20, 2023: Mr. Ocampo requested a meeting at the project site and again asserted that his connection could be made without extending the water main. Staff indicated that the existing main, without the required extension, may be weakened by additional close connections resulting in cracks or breaks in the pipe. 4 •January 19, 2024: Mr. Ocampo emailed District staff indicating the County had issued a ‘Stop Work Notice’ on January 10, 2024 and was ordered to “Immediately cease all grading and/or clearing activities on this property until appropriate approvals and permits are in place…”. The County notice was issued due to Mr. Ocampo performing grading on the property without an approved County permit. After another request that the District sign the County Clearance Letter staff, once again, declined and Mr. Ocampo requested a variance from the Board per District Code of Ordinance Section 62.02. On January 24, 2024, staff received the Application for Waiver (see Attachment B) from Mr. Ocampo. Below is a summary of the waiver claims and staff findings: The waiver references the District provided GIS map and claims the water main extends 12 feet into the frontage of Mr. Ocampo’s property; however, the As-builts for the water line (Exhibit D, Page 2) show termination of the water main at the property line with the limited-service connection space previously indicated by District staff. The waiver references the facilities to the west on Capistrano Avenue, and claims no extension was required; however, District records indicate the water main in Capistrano Avenue was extended seventy-six feet (76’) in 2007. The services and appurtenances for this extension were installed near the end of the water main, as shown on the As-builts (see Exhibit E). Currently, another developer is in plan check for an additional fifty-two foot (52’) main extension on Capistrano Avenue (see Exhibit F). The waiver references facilities to the east on Coronado Avenue where the water main was not extended; however, the Coronado Avenue right-of-way ends at the cu-de-sac, which differs from Portola Avenue’s right-of-way that continues north. The connections on Coronado were done because the right-of-way ends and limits access to properties to the north. Service lateral connections are typically installed at an angle on cul-de-sacs to serve properties around the curved end of right-of-way. 5 The waiver states the facilities at the existing end of the Portola water main are not in the exact location as shown on the GIS map; however, survey staff have confirmed all facilities are mapped per the As-builts apart from the water test station installed at an angle to avoid it being in front of the adjacent property. In summary, the intent of the County’s Clearance Letter is to ensure that other agency infrastructure is in place prior to issuance of a building permit. Developers are required to install infrastructure prior to building structures on undeveloped land. As described above, plans for the water main extension need to be engineered, approved, and constructed prior to the District signing the Clearance Letter. District staff were willing to consider a shortened (6-foot) extension of the main with the stipulation that Mr. Ocampo agree to extend fully across this and his adjacent property frontage to the north upon future development of his neighboring property. However, it has been determined that making an exception, in this case, may unnecessarily burden future development and the District has no guarantee that Mr. Ocampo will retain ownership of the northerly property, potentially, resulting in impacts to future development for main extensions that are typically required across a previously developed property per District Code. It is for this reason that staff recommend rejecting the waiver request resulting in the required adherence to the existing Code to extend the water main through the entire frontage, approximately 50 feet, at 1446 Portola Avenue in Spring Valley. FISCAL IMPACT: Joe Beachem, Chief Financial Officer There would be no fiscal impact to the District if the Board denies or accepts Mr. Ocampo’s request. GRANTS/LOANS: N/A 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." 6 LEGAL IMPACT: None. KC/ML:jf https://otaywater365.sharepoint.com/sites/engpublicservices/Shared Documents/NonDev Permits/1446 Portola Avenue- Ocampo/Staff Report/BD 03-06-2024, Staff Report, Request for Waiver-1446 Portola Avenue- Ocampo(KC).docx Attachments: Attachment A – Committee Action Attachment B – Waiver Request for 1446 Portola Avenue Exhibit A – Location Map Exhibit B – Section 62 – Extent of Systems for Sub- divisions and Parcel Maps Exhibit C – Agency Clearance Form Exhibit D – GIS Map Exhibit E – As-built 135-01 Page 2 Exhibit F - Capistrano-D1169-090617-12-22-23 ATTACHMENT A SUBJECT/PROJECT: N/A Request for Waiver to the Code of Ordinance, Section 62.01, for the property at 1446 Portola Avenue (APN: 579-378-34- 00) in Spring Valley COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on February 20, 2024. 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 from the Committee prior to presentation to the full Board. ... Dedicated to Community Service 2554 SWEETWATER SPRINGS BOULEVARD, SPRING VALLEY, CA 91978-2004 TELEPHONE: 619-670-2222 APPLICATION FOR WAIVER OR MODIFICATION OF ORDINANCE REQUIREMENTS APPLICANT NAME: ENRIQUE OCAMPO PROJECT ADDRESS: 1446 Portola Avenue, Spring Valley. 91977 ASSESSORS PARCEL NUMBER: 579-378-34-00 WATER I.D.: ____.0....,1 __ SEWER I.D.: NIA REQUEST FOR WAIVER/MODIFICATION OF ORDINANCE NO.: SECTION 62: EXTENT OF SYSTEMS FOR SUBDIVISIONS AND PARCEL MAPS REASON FOR REQUEST (attach additional sheets if necessary): 0ft November l 2023, I made a request for a water meter for my project located at 1446 Portola Ave, Spring VaIIey, CA 91977. Exhibit A. At the time of answering my request, they told me that according to the Code of Ordinance Section 62, specifically 62.01 had to extend the main pipe up to 8 feet, which was more than half of the fiont of my ptoperty and in my opinion is totally unnecessary. The main pipe currently ends more than approximately 12 feet frmn the front of my property, that is, there is a space of 6 to 8 feet that is available to make the connection there and meets the requested specifications of 2 feet on each side to ma e s connec ion. On a map of the water main that they--ga"✓C me at the Otay-water-effiecs,it-eftft--be seen that on Capistrano Avenue the end of the main pipe is very close to the water meter of the last house located on the right side, in the same way On the left side, a house was built in wruch no extension of the main pipe was required but the cOTITiection was made by crossing wttil reaching the water meter_ Exhibit B On the same map but on Coronado A venue you can also see that the main pipe ends on the ri t side and the made three water meter connections that exceed the end of the main pipe and they did not extend the pipe either. Exhibit C 1 "his map, which also md1cates the location of Portola A venue and reflects the location of my property 1446 Portola Av, shows the termination of the main pipeline in a referential manner because if you look at the map and the site at the same time https://otaywater365.sharepoint.com/sites/engpublicservices/Shared Documents/NonDev Perrnits/1446 Portola Avenue­Ocampo/W aiver Request-Ocampo-1446 Portola Ave-2024-0 l .doc ATTACHMENT B you can see that the The location of the start of my property and the test station are not in the exact location on the map, so I insist that there is enough space to make a connection right in front of my property without the strict need to extend the main pipe. Exhibit D Kevin Cameron told me that I had to do all this before signing the letter issued by the County of San Diego in its Building Department to process and approve the construction permit. As you should know, I cannot do work of any kind without the issuance of my construction permit. Additionally, I require a construction permit to process a construction loan and obtain sufficient funds to develop the project in all required aspects. It is a very important point to have the signature of the letter that I attach as Exhibit E. I propose that once I have the construction permit and the necessary funds I can excavate at the point that I previously indicated to verify the information that I am providing you with the location of the main pipe in front of my property and the possibility of making the connection. From there, after opening and verifying whether it complies with the basic parameters established for the connection, I undertake to make the six-foot extension of the main pipe as later indicated by Kevin Cameron and make the connection from there, only if it is strictly necessary. - C) Ocampo. 7 (619)328-7353 Ocampobuildings73@gmail.com https:/ /otaywater 3 65. sharepo int. com/sites/engpublicserv ices/Shared Documents/NonDev Permits/1446 Porto I a A venue­Ocampo/W aiver Request-Ocampo-1446 Portola Ave-2024-0 l .doc In accordance with Section 10 of the Otay Water District Code of Ordinances, I hereby requestthis application for waiver/ modification of the District Code or Policy referenced above be referred to the Otay Water District's Board of Directors for their review. My $50.00 applicationfee as set forth in Appendix A, 10.01 is submitted herewith. DATE 1/i<{lv\ REC��Ji�,q-CJC<J°l G, 19 -�m -=t-�5 3PHONE NUMBER MAILING ADORE SCITYAND'ATE tCA oeum� b.>dd i03£t �@g, �d ·CanEMAIL DD Enriaue OmmlD PRINTED NAME 9l9l-3: https:/ / otaywater3 65 .sh arepoint. com/sites/engpubl icserv ices/Shared Documents/Non Dev Permits/ 1446 Portola A venue­Ocampo/W aiver Request-Ocampo-1446 Portola Ave-2024-0 I .doc Exh\b.rl· A � L< � OTAY WATER DISTRICT ("&Ill •ll,•·1 2554 Sweetwater Springs Blvd • ..,,_,.,{'Jil.l•\:...:r'"Spring Valley, CA 91978-2004 WATER i\lETER D,\T.-\ CARD-RESIDENTIAL Property Owner. 'f-11Nui1P /? (\ , /VI /)/ Owner's Telephone Number: --., I f,.Jt,JJ :Z'../'1J--7f L.. �Agent/Representative: ,--, --., Agent's Telephone Number: Water Meter Address: f/LJJ 1/ /\ti/\ L,.:, A-/Lia <:'/JA•-� ,.;.,,._ // ,,.. , (?'J. li I '-l--7' /Mailing Address (if different from property): • I ''t" r --, J V I -, , Assessor's Parcel Number e::-7&,...--</<t ... !.( "l - Project Type (Check One) -. ' •. .L 'Sfli'gfe Fmt1iff Residence, New Construction Single Family Residence, Addilion/Renovation Multi-Family Residence, New Conslrucrion Mulli-Family Residence. Addi1ioo/Renovation Water Meters Required (enter quantity): Potable Irrigation ----owo Codi: 2f Qallm!KlliSlls;!ii!D 2Z-Qa {•R11l'r,,1 I \, "·llr • (11 ·.,11">-:''• £ 1• I,_, U1•)1�['> TABLE A-2 -2010 California Plumbing Code Minlowm Fl-.t11te #Fu.turn # Fldures rut:\! APPLIANCES, APPURTENANCE, OR FIXTURES Brauch Pl� Size Prh.1He Public Auembly Addcd(N•") Hemalnlng (E>itllug) /1.c.t'Oli'i Balhlub or Combination Bath/Sbowu (lill) 112 ' 4.0 .X () 3/4" Bathtub Fill Valve 3/4 !IJ.O 10.0 -X 0 Bidet 1/2 ' .-X " Clothes Washer, domestic 1/2 .to 4.0 -X 0 Dental Unit. cuspidor 112 1.0 .X Dishwasher. domestic 1/2 i 5 1.5 -X 0 Drinking Fountain or Water Cooler 112 ' o..s 0.75 X <) Hose Bibb 1/2 2.5 2.S . X 0 Hose Bibb, each additional 1/2 1.0 .X Q Lavatory J/2 1,11 1.0 1.0 X 0 Lawn Sprinkler, each head t.O -X u Mobile Home, each (minimum) 12.IJ . -X 0 Sllw .. X Bar (Private) 112 i,{! -X 0 Bar(Public) 112 2.0 -X Clinic Faucet 1/2 -3.0 -X Clinic Flushometer Valve with or without faucet I . 8.0 -X Kitchen, domestic 1/2 t:;; 1.5 -X 0 Laundry 1/2 1.5 -X [) Service or Mop Basin (Privale) 112 1.5 .X 0 Service or Mop Basin ·(Public) ' 1/2 3.0 .X Washup. each set offaucels 1/2 2.0 X Shower per. head 1/2 2.0 .X , Urinal, 1.0 GPF Flushomeler Valve (Private) 3/4 . di -5.0 X 0 Urinal, 1.0 GPF Flushometer Valve (Public) 314 4.0 5.0 X !Urinal. greater than 1.0 GPF Flushometer Valve (Private) 3/4 ,11) -6.0 X 0 Urinal, greatu than 1.0 GPF Flushomcter Valve (Public) 3/4 5.0 6.0 X Urinal, flush lank 112 f_f_; 2.0 3.0 X 0 Waler Fountain. circular spray 3/4 4.0 .X Waler Closet. 1.6 GPF Gravity T111k 1,'2 ;s 2.5 3.5 X 0 Water Closet, 1.6 GPF Flushomelcr Tank 1/2 2.5 35 X v Waler Closet. 1.6 GPF Flushometer Valve I �.IJ 5.0 8.0 X 0 Water Closet, greater than 1.6 GPF Gravity Tank (Private) 1/2 . 7.0 X � Waler Clo�I, grealer than 1.6 GPF Gmvily Tank (Public) 1/2 -5.5 7.0 X Water Closet. greater than 1.6 GPF Flushometer Val,,: (Private) I . 10.0 X !� Water Closet. greater than l.6 GPF Flushometer Valve (Public) I 8.0 10,0 X Other (specify) X (I Olher (specify) X 0 Other (specify) X u Total Fixture Units are used to estimate Demand (GPM) using ~ bl r'''f1)�','c ;_,,\,;,, <10 2010 California Plumbing Code Appendix A Chart A-3 3/i{" 1/Jutet h-1etQr: Totai h:-tture U11it.•, arf.' less. than 40 ..!. ,; V'Jcsrerrneter· Total ,:i;i!"!lfi! Ur.-its ore gN.:ot:..1., tha1140 I affirm that the information gi,,en is co1Tect. The appro-,,..al gh·en for minimum meter size is based soley on the information pro,ided Any deviation und�r construction will require resubmittal of corrected data for determination of adequacy of mctC'r size. Signature (Ownerffenanl or Agent) �/1/4-� {)/.-u Date Signed 1/-/--2] /' I f'xhjb,+ B County of San Diego, Planning & Development Services REQUIRED AGENCY CLEARANCES BUILDING DIVISION Record Number: PDS2017-RESPRl-000207 Property Owner's Name: OCAMPO, ENRIQUE Project Address: 1446 PORTOLA AVE Assessor's Parcel Number(s): 9..378-34-00 Legal Description: MAP 1317, BLOCK 34, LOT 19 Project Description (including number of dwelling units): Cross street: BIRCH ST. Foundation: STEPPED/RAISED Exh;bi+ E PDS 510 REV.: 08/01/2012 Description of Work: 3538SF 2-STORY SFD, 548SF ATTACHED FINISHED GARAGE, 124SF DECK ON SECOND STORY, 200AMP, TEMP POWER Not�ce to Pennittee: Temp power shall be inspected prior to framing inspection 9.21.21-Permit Renewal-Fee Waived Permit to be approved/ issued bv 4.1.22 4/22/21 PACKET PURGED. OP ( Packet to be re created) Square Feet: 3538 Development Type: RESIDENTIAL Section 94.1. 713.0 of the County Plumbing Code and section 601 .1 of the California Plumbing Code reQuires the applicant to provide docu entation demonstrating that a sewering agency has entered into a contractually binding agreement to provide ublic sewer service to the premises and that water service will be provided Additionally, Government Co e Sectiohs 53080 and 65970 require school district(s) approval. Authorized signature below · a mmi ent to provide the stated services and authorizes the Building Department to issue the building 1.School District 1: GEN ELEM LA MESA-SPRING VALLEY Signature _________________________ Date ______ _ 2.School District 2: HIGH GROSSMONT UNION Signature _________________________ Date _____ _ 3.Water Agency: OTA Y WATER DISTRICT Signature. _________________________ Date _____ _ 5510 OVERLAND AVENUE, SUITE 110, SAN DIEGO, CA 92123 • (858) 565-5920 • (888) 336-7553 HTTPS:/fWWW.SDCPDS.OllG RECORD ID: PDS2017-RESPRl-000207 RUN DATE & TIME: 10/16/2023: 01 :02 PM 0) CJ) Cl) II) 'iii 0 a. Q) "O C 0 � R M • ,,..� tj ca ·() (() -I � •ip•lf.i..un..-,uu,. 'tXl1r,u<,, U7 Ul rr .... - tJ] CiJ •• • � ru c..D -t'-' "" ru n..t "' •• - ' J .,, :, 0 e <t Otay Water District Otay Cashier 2554 Sweetwater Springs Blvd Spring Valley, CA 91978 619 670-2222 003439-0009 Eugenio A 01/24/2024 03:42PM MISC RECEIPfS Miscellaneous Income (misc) 2018 Item: misc 50,00 _ .. _ .... __________50.00 Subtotal 50.00 Total 50.00 CHECK 50,00 Check Number5899 --------------Change due 0.00 Paid by: ARMANDO TELLECHA Comments: 1446 PORTOLA AVE, SPRING VALLEY CA 91977 -r � :J,. - http://www.otaywater.gov Thank you for your· payment CLISTOMFR C1J11', OTAY WATER DISTRICT1446 PORTOLA AVENUE (APN: 579-378-34-00)SPRING VALLEY EXHIBIT AC: \ O n e D r i v e \ O t a y W a t e r D i s t r i c t \ E N G P U B L I C S E R V I C E S - D o c u m e n t s \ N o n D e v P e r m i t s \ 1 4 4 6 P o r t o l a A v e n u e - O c a m p o \ S t a f f R e p o r t \ L o c a t i o n M a p \ E x h i b i t A . m x d "` "` "` "` "` "` "` "`"` "` "` "` "` "`"` "` "` "` "`"` "` "` "` "` "`"` "`"` "` "`"`"` "`"`"` "` "` "` "` "`"` "` "` "` "` "` "` "` "` "`"` "` "` "` "` "`"` "` "` "` "` "` "` "` "` "` "` "` "` "`"` "`"`"` "` "` "` "` "` "` "` "` "` "` "` "` "` "` "` "` "` "` 33 33 33 33 33 33 33 ¹r ¹r ¹r ¹r ¹r ¹r ¹r ¹r ¹r ¹r $R $R $R $R$R $R¹r ¹r $R l? l?l? l? l?l?l?l?l?l? l? l?l?l? l? l? l? l?l?l?l?l?l?l? l?l? l?l?l?l? l? ©©ST ROWROW ROW 5793961000 57 9 3 7 8 3 9 0 0 57 9 3 7 8 2 2 0 0 57 9 3 9 6 1 1 0 0 5793782100 5793965500 5793964400 57 9 3 9 6 1 2 0 0 5793960200 5793964900 5793963600 5793910100 5 7 9 3 9 6 5 1 0 0 57 9 3 9 6 4 5 0 0 57 9 3 9 6 4 6 0 0 5 7 9 3 9 6 5 0 0 0 5793782300 5793840200 5793780900 5794000200 5793771500 57937420005793740100 5793960600 57939635005793781300 5793840300 579400010057938401005793842200 5793920100 5793920200 5793771400 5794000300 5794001700 5794001800 5793965400 57 9 3 7 7 1 8 0 0 57939642005793963900 5793964000 5793964800 5793912200 5793832100 5793740500 5793910400 5793732000 5794001600 5793772500 5793780700 5793741700 5793783400 5793832300 5793842100 5793731800 5793731600 5793731700 5793772300 5793771700 5793741800 5793781800 5793910300 5793962000 5793912000 5793771600 5793912400 5793740400 5793832400 5793780800 5793783300 5794010300 5794010200 5793742400 5793842500 5793781900 5793741900 57937835005793772200 5793740200 5793740300 5793832200 5793772400 5793912500 5793910200 5793731900 5793912300 579396210057937824005793963400 5793772100 5793783200 5793782000 5793781000 5794010100 5793960400 5793922200 57 9 3 7 7 1 9 0 0 5793922300 5793842400 5793781200 5793960500 57939641005793782500 5794001500 57939204005793911800 5794010400 57939105005793742300 !\ VICINITY MAP PROJECT SITE DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 ÃÅ54 ÃÅ125 ÃÅ94 ÃÅ905 §¨¦805 §¨¦805 §¨¦5 §¨¦805 ÃÅ125 ÃÅ94 ÃÅ905ÃÅ905 Division 5 Division 2 Division 3 Division 1 FNTS PROJECT SITE F 0 12060 Feet IVY ST CA P I S T R A N O A V E N U E PO R T O L A A V E N U E CO R O N A D O A V E N U E SECTION 62 EXTENT OF SYSTEMS FOR SUBDIVISIONS AND PARCEL MAPS 62.01 LOCATION AND SCOPE OF SYSTEM Water and/or sewer systems for subdivision and parcel map developments shall be installed in all public streets so that each lot of the subdivision or parcel of the parcel map can be served with a water lateral and, where applicable, a sewer lateral. To provide for future line extensions, pipelines installed within public streets must be constructed to the subdivision boundary and pipelines not installed within a public street must be installed in a District easement or right-of-way and must extend across the frontage of the parcel or parcels to be served. 62.02 REQUEST FOR VARIANCE Each request for a variance of any requirement of Section 62.01 must be submitted to the Board of Directors in accordance with Section 10 of this Code. In approving any request for variance the Board of Directors may impose any condition it deems necessary to protect existing systems and to assure adequate service to present or future property owners or customers. 62-1 County of San Diego, Planning & Development Services REQUIRED AGENCY CLEARANCES BUILDING DIVISION Record Number: PDS2017-RESPRl-000207 Property Owner's Name: OCAMPO, ENRIQUEProject Address: 1446 PORTOLA AVE Assessor's Parcel Number(s): 579-378-34-00 Legal Description: MAP 1317, BLOCK 34, LOT 19 Project Description (including number of dwelling units): Cross street: BIRCH ST. Foundation: STEPPED/RAISED PDS 510 REV.: 08/01/2012 Description of Work: 3538SF 2-STORY SFD, 548SF ATTACHED FINISHED GARAGE, 124SF DECK ON SECOND STORY. 200AMP, TEMP POWER Notice to Permittee: Temp power shall be inspected prior to framing inspection 9.21.21-Permit Renewal-Fee Waived Permit to be approved/ issued by 4.1.22 4/22/21 PACKET PURGED. DP ( Packet to be re created) Square Feet: 3538Development Type: RESIDENTIAL Section 94.1. 713.0 of the County Plumbing Code and section 601.1 of the California Plumbing Code requires the applicant to provide docu ntation demonstrating that a sewering agency has entered into a contractually binding agreement to provide ublic sewer service to the premises and that water service will be provided. Additionally, Government Co e Sections 53080 and 65970 require school district(s) approval. Authorized signature below · a mmi ent to provide the stated services and authorizes the Building Department to issue the building _______ Date 10/16/2023 1.School District 1: GEN ELEM LA MESA-SPRING VALLEY Signature _____________________________ Date ______ _ 2.School District 2: HIGH GROSSMONT UNION Signature __________________________ Date ______ _ 3.Water Agency: OTA Y WATER DISTRICT Signature __________________________ Date ______ _ 5510 OVERLAND AVENUE, SUITE 110, SAN DIEGO, CA 92123 • (858) 565-5920 • (888) 336-7553 HTTPS://WWW,SDCPDS.ORG RECORD ID: PDS2017-RESPRl-000207 RUN DATE & TIME: 10/16/2023; 01:02 PM "` "` "` "` "` "`"` "` "` "` "`"` "` "` "`"` "` "` "` "`"` "` "` "`"` "` "` 33 33 33 $R ¹r $R $R ¹r ¹r $R¹r ¹r$R $R¹r l? l?l?l? l? l? l? l? l?l? l? l?l?l? l?l?l?l? l? ©©ST 1225EA88 91977 Ca p i s t r a n o A v e Chestnut St Po r t o l a A v e Co r o n a d o A v e Chestnut St 302 303 ROW ROW ROW 5793961000 5793783900 5793960200 5793965100 5793965000 5793782300 5793771500 5793960600 57939635005793781300 5793771400 5793963900 5793964000 5793964800 57937818005793783500 5793781900 5793772200 5793783400 5793772400 5793772500 5793783300 5793782400 5793963400 5793772100 5793783200 5793782000 5793782200 5793960400 5793781200 5793960500 5793782500 5793772300 5793840100 57 9 3 9 6 5 5 0 0 5793842200 5794000100 5794001800 57 9 3 9 6 4 4 0 0 5793832400 57 9 3 9 6 5 4 0 0 5793 9 6 4 2 0 0 57 9 3 9 6 2 0 0 0 57 9 3 7 7 2 7 0 0 57 9 3 9 6 2 1 0 0 57 9 3 7 7 2 6 0 0 57 9 3 7 7 0 5 0 0 57 9 3 7 7 0 4 0 0 57 9 3 7 7 0 3 0 0 57 9 3 7 7 0 2 0 0 57 9 3 7 7 0 1 0 0 5793961200 I --�· --+-� _ ___J_ .::-� .. ---,-_,_____ - --- + ... -----t.:_ :;:: __ t=-�----;'.= ---::: -=±::· -;::._-__ _� _, - +-. +- --� - ' ' --- +----+-... -- • •· L •L '-----I-T-L l!i' ) \') >-------+-:540 I WATER WORK NOTES -'·--�--.r::- :: -PROJECT SITE • :,: -1:-:- i--.__ Lt· - ----------,. __ .- •-.. ---· . ' ---t-___c___._:c=fc=�-_ I • .0 E--< � Ul .... - E + H·--+---'° X .-I '"' ---- t.,-_. - -- --+--- 490 480 r ;\ ,-..,-:--> ::.,_;-\.::., J ~ \ -' j -• I :'..;_ ..._,._,-_.J PORTOLA AVENUE14+18 RIM 473.4t I.I'.;. 463.9:t\--------- -S---- 'PROFILE·. 8" WATER MAIN EXTENSIONPORTOLA AVENUE SCALE· HORIZONTAL 1 • 20'. VERTICAL 1 "-8' • E 1ST. GR P WATER -·, ')'I/C < I l ' '\ __ . .J __,, ._,,. j r-__ - .. _- ...__ �-.. -+--·t-·~--t--: ;.---�- --t-- J ' ->--- ' '/ 1 • I \ \ = I !-\ J.;...._, _ __,.,I � TOP OF B'' ACP (CL-150) 5+00 2J 20 . c.DEFLECT 4 PIPE JOINTS'--1------+---� '- I r, j '-j 0 J ?('' c ____ , :J 15+78 INSTALL 2" BLOW-OFF ASSEMBLY "' W 15+73l" COPPER SERVICE -- \ --.) ::..:: \ --,,.-·---- M + "' .; WATER / / EXIST,_ 2_4 •� _ll._C:P j,TORM _l)_RAIN ··········-····•--- -,.,J -,�.,- / -+1co °' .-I "' -. '"' H - - . 15+80 INSTALL l", AIR RELEASE VALVE - :r:- / / ' __ __,EXIST. 4 "_ACf WAT'.ER 14 --......_____ __ ------; ---S-------F:XIST,_�• VCP SEWER o -.) --- --- --� v •EXIST�� WATER '::: -�-47 L.F.+ �H ACP ---'' 7;"' -S ___f � --I _ • • _ ; •15 cL-1so �-�------..tt_,,+i c�-15__ci_ 1 __;.---_I ,,,.-� / / / ', ----.... � .... � •• -<> \>,! ,•'C'_''". ·-----.� .. � co�t;:'..• ... -,�;s:==,_T2£;_ OF SLQpE . ' ' ---� -,7'---...._ �':'"° ···--·-·--._ --\,/ I , ---. __ · .'.,.. ; ._ I-�- ···· I / I ,/.•'·-- ---, / 1 / I. I 0 ... u +....� �{ "' CX) +"'... "' M + "'... / -i ' J I 15+38±,' /' I 15+85 INSTALL END .--,. ,, I , I I I 15+35.94 CONTRACTOR TO REMOVE EXIST. AIR RELEASE VALVE .' CONTRACTOR TO REMOVE EXIST. END CAP CONNECT TO EXIST. 8" ACP WATER 15+82 #858 CAP AND THRUST BLOCK WATER .TEST STATION / \/, L" l .2,,.- J ..:.. ..... ,.- � l-.. __ _ I : r···' r-·· I i -;--,-.._ r-lr' c-.r·-j -,J ... _ _.. .. � .. ./ .; '--� -.-I w :\ r--J'\ , ,-,, J ,'j _.,-·:, j 7 "-' , .. , j j �.,..! I : --·, ; -J , _, ' Ii ·,_,: ,] BENCH MARK COUNTY OF SAN DIEGO 20 , . _,,./ 530 520 510 500 490 480- 470 ]7 y._O }-} '~ ,. -200' l) :-, '---,l co CHESTNUT ST. CT) '$� .., ,,.,, 0 CY V1 Ll CL.., u l co BIRCH VICINITY MAP WORK TO BE DONE �l � = co = .., "' .., 0 ' (L v'' \_) CJ l �a cu � \...) Q l ro ST. '$.., .., z 0 CY 0 THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE CURRENT OTAY WATER DISTRICT'S STANDARD SPECIFICATIONS AND DRAWINGS. IMPROVEMENTS 8" ACP WATER MAIN(CL-150) 1" COPPER WATER SERVICE 1" AIR VALVE ASSEMBLY 2" BLOW-OFF VALVE ASSEMBLY WATER TEST STATION #858(WTS) '-''''° ,,.o '7 SYMBOL • • • / </P / <,'IP / /, / / 1. 2. 3. 4. 5. 6. 7 • B. 9. 10. 11. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND THE CURRENT SPECIFICATIONS OF THE OTAY WATER DISTRICT. WATER MAINS SHALL HAVE AS MINIMUM COVER OF 42 INCHES TO TOP OF PIPE. ALL WATER MAINS SHALL BE OF A CLASS AS SHOWN ON PLANS. THE DISTRICT SHALL RECEIVE THE CONSTRUCTION SCHEDULE 48 HOURS IN ADVANCE OF START OF CONSTRUCTION. WORK DONE WITHOUT DISTRICT INSPECTION SHALL BE SUBJECT TO REMOVAL. TELEPHONE NUMBER OF OTAY WATER DISTRICT rs (619) 670 2222. APPROVAL OF PLANS BY OTAY WATER DISTRICT DOES NOT CONSTITUTE RESPONSIBILITY FOR ACCURACY OF INFORMATION NOR LOCATION OF OTHER EXISTING UTILITIES. NO WATER METERS SHALL BE INSTALLED BY OTAY WATER DISTRICT UNTIL NEW FACILITIES HAVE BEEN ACCEPTED BY THE DISTRICT BOARD OF DIRECTORS. THE CONTRACTOR SHALL POTHOLE ALL TIE IN LOCATIONS BEFORE PIPE INSTALLATIONS TO DETERMINE: (A) PIPE SIZE AND TYPE; (B)ELEVATION; AND (C) IF TIE-IN CAN BE MADE AT LOCATIONINDICATED. (1) POT-HOLE EXISTING UTILITIES THAT MAY INTERFERE WITH TIE-INS; AND (2) PIPE SHOULD BE EXPOSED A MINIMUM OF THREE FEET EITHER SIDE OF CONNECTION POINT TO ASSURE NO COLLARS ARE IN THE TAP AREA. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER PRIOR TO PROCEEDING. NO TAPS OR TIE-INS WILL BE SCHEDULED UNTIL AFTER PRESSURE TESTS AND HEALTH TESTS HAVE PASSED. TIE-INS WILL BE COMPLETED AFTER THE CONTRACTOR DRAINS THE LINE. OTAY WATER DISTRICT WILL CUT IN TIES AND VALVES AT CONNECTIONS ON EXISTING MAINS;' INSTALL SADDLES, TAPPING VALVES AND/OR MAKE WET-TAPS; AND MAKE CLOSURES BETWEEN END CAPS WHERE AN EXISTING LINE IS AFFECTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PHASES OF WORK NOT PERFORMED BY OTAY WATER DISTRICT; HAND AND MACHINE EXCAVATION FOR TAPS, INSTALL THRUST BLOCKS, PAINT AND WRAP FITTINGS, BACKFILL AND COMPACT TRENCH AREA, INSTALL THRUST BLOCKS, INTSTALL GATE CASINGS, MAKE NECESSARY PAVING REPAIRS, ETC. CONTRACTOR TO FURNISH ALL MATERIALS TO COMPLETE THE WORK OTHER THAN THAT SPECIFICALLY CALLED FOR ON THE PLANS TO BE FURNISHED BY THE DISTRICT. WATER PRESSURE REGULATORS WILL BE REQUIRED. INSTALLATION AND MAINTENANCE OF REGULATORS IS THE RESPONSIBLITY OF THE DEVELOPER. 12.EACH LOT SHALL RECEIVE A 1-INCH COPPER SERVICE LATERAL,INSTALLED PERPENDICULAR TO THE CENTERLINE AND AT ALOCATION DETERMINED BY THE ENGINEER OF WORK. METER BOXESSHALL BE PROVIDED AND INSTALLED TO FINISHED GRADE BY THECONTACTOR.13.METER BOXES SHALL NOT BE LOCATED IN SIDEWALKS ORDRIVEWAYf:,14.A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OFPUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY.15.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCONTACT OTHER UTILITIES, AND INFORM THEM OF THE PROPOSSDIMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED./ / / I / / e;,"10 16.THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS, ELECTRICAND PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEARTHEIR FACILITIES AND SHALL COORDINATE HIS WORK WITHCOMPANY REPRESENTATIVES. CALL 1-800-422-4133.1 II 1 I II ) r I I , // ./ / /' , • 8 0 20 I , I I I .. I • 6 5 17.CONSTRUCTION OF WATER WORK SHALL NOT START UNTIL THESUBDIVISION AGREEMENT HAS BEEN EXECUTED BY THE DISTRICTAND THE DEVELOPER.18.CONTRACTOR SHOULD NOT LAY ANY PIPE CLOSER THAN 13 FEET TOTIE-IN LOCATIONS OR 26 FEET WHERE WET-TAPS ARE TO BEMADE.19, FIRE HYDRANT PROTECTOR POSTS MUST BE INSTALLED IN AREAS AS DEEMED NECESSARY BY DISTRICT ENGINEER. 20.WHEN WATER FACILITIES HAVE BEEN INSTALLED, CHLORINATED,TESTED AND THE DEVELOPMENT LIES DORMANT FOR A THREE MONTHPERIOD WITHOUT ADDITIONAL WORK TAKING PLACE OR THEIMPROVEMENTS ACCEPTED INTO THE OTAY SYSTEM, THE VALVES ATTHE SOURCE OR SOURCES WILL BE CLOSED. LOCKED AND WILL NOTBE REOPENED UNTIL THE FACILITIES HAVE BEEN RETESTED FORBACTERIA AND ARE READY FOR ACCEPTANCE.21.ALL CLASS 150 PIPE SHALL HAVE VALVES AND FITTINGS RATEDAT 150 PSI. ALL CLASS 200 PIPE SHALL HAVE VALVES ANDFITTINGS RATED AT 250 PSI. THE DRILLING PATTERN ON PIPEAND VALVE/FITTING FLANGES SHALL BE FOR THE HIGHER PSI OFVALVE OR FITTING. MICROFILMED Date 2 • 12•43 PLI\IJ CHECK F:E.YISIO/J5 AS BUILT DATE: 8-12•92 BY; MIKE s 12 11 10 9 MDV£, WA.-r� L.AT&R 1N t..oT,!, 5 8 ORIGINAL 7 JH 0026, 1/2" IRON PIN AT THE N.W. CORNER RAMONA AVE. AND JAMACHA ROAD ----f.20· 40 I ELEV. 381.648 USC&GS - 0 z a.. <I( X z . . :,: :,: z z . 0 . a.. =-: a.. :c u E i Ci 0 z H 0(/) HH I-> a..H w a: a: w 0 X>- CX) .-w u -N cc cc .; \� ttl"z \.,_, t;;'::! z 0 a: I-<I(o> -Wcc ...JI- ::,1/) 0 - alQ cc < w :c I- C.J<< 3: � ► ""J< InI-a,0 In 0... '<::> ... . " GO -.. N w ...J . <I( 0 u .en X '. :,: pi; z .., en . w a:0 0 Cl) • NW CX) •u-. 0 C\I a, <I( H z a: C\I0 C\ILL.C\IH C\I...J < 0 C.J ,..._. ID>-I w ...J ... ...J ID <>C!I zH a: OWD 2814 / 3660 I I 5-1-1 1:1211111 490 480 4 0 -t -I-� -E-- PROFILE .. 8" WATER MAIN EXTENSIONPORTOLA AVENUE SCALE: HORIZONTAL 1•VERTICAL 1" u <(­(/) I w 0 I 20' 8' +I +10. ' 0 (0 . +1::, .. - -r- . ' ' .. .' ::, ' uw > u.. <( oo ·Nwgg��� EXIST. GROUND 14 + 00 0 ,O: cow rl b< +z"'"' 0 rl u 0.. s )-\ J"] r-­.,. I ,._, 20 1 v.c. DEFLECT 3.5' COVER 4 PIPE JOINTS DJ EGO BLrJC}< 22 VJLLJ-\ PORTOLA AVENUE -·t 15 + 0 }-J E l G }-J -r S -:_l / I 0-r 2] +ICl"' "' -..,. 0 I z---· ,._, w Cl'.>< H,_;j <("' -"' rl(/) .,. (/) ,-;J,< • ,_;j -u, <(WCl b<>+ (/),-'l "' z <(� H> i==i==+·.cc-· ;c·=-f . f = 200 0 200 ,oo . -r.200 ·-=· 500 CHESTNUl ST. -·- 0.. +1 <(ou.,. + 0"' z rl w f'I O, ]317 20 ]9 It; <( 0 z <( "' >-Vl il. <( u '../' '-, l.___,) 0 l ca G) � '../' '-, l.___,) 0 l ca BIRCH VICINITY MAP SITE LO � $' ',; < <( v"'" '-, L l <( ....J 0 <( 0 z >-0er l er 0 0CL -o u L I ST. RIM 473.4+ I.E. 463.9±\� ======E:::XIST. 24" RCP STORM DRAI_N ___ ----s----r--- REMOVE EXIST. ,REMOVE EXIST. PWG ---...__ CONTRACTOR TO PROVIDE AND --......___INSTALL 4X8 REDUCER WITH THRUST BLOCKS �/ (SEE NOTE 8) c'0� �CON�;,..- / .. ---<-S-.. . ' . [ _ ... • ·122 L.F.±8." ACP WATER ----,,-.--...a.-+-=-=_ -, 0 . ·� . w I 15 1CL-150 I ' . •. ... "'• +-"' s .. BLOC}<. DJ.EGO VJ LLJ-\ .-.. '0 • .-i 7 J EXIST. 8" VCP SEWER =rc==-=---o -S \() "' N VALVE EXTEND MAIN TO ONE PIPE JOINT PAST THE END OF DRIVEWAY AND CONSTRUCT END CAP ANDTHRUST BI.DCK r~,__ __ _ /4�M 527. 7 I.E. 519.8± 6 MICROFILMED Date 5•'31-91 AS BUILT DATE: B• 1 •91 IY: MIKI! F. J'--1 O, J3J7 BENCH MARK COUNTY OF SAN DIEGO JM 0026, 1/2" IRON PIN AT THE N.W. CORNER RAMONA AVE. AND JAMACHAROAD ELEV. 381.648 USC&GS 20 0 20 40 ------ scale 1·=20·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l" WATER SERVICE l" AIR VALVE ASSEMBLY W-41 W-11 TRENCH RESURFACING R.S.D. SDG-107 12 11 10 9NI< JQ AGENCY CORRECTIONS e MR ORIGINAL 7 ----{)• "" Cl) ._II Cl) 0 --C') z Iii N < 0 < z CJ) JI: . . c,: " " :,:; z z z . 1-:, 0 � :c UJ a: < (..) 0 □ E i Iii Ii CJ) 0 z H 0 CJ) H H I-> a. H w a: a: CJ) co �UJ o·�u Na: a:,"0 □ (\J a: Ol I-< <> H- UJ za: ...J a: (\JI-=>1/) 0 0 (\J -m LL.(\JH C\Ja: < ...J I < 0w :c (..) " I-(..) [O < <>-I :I: :I: UJ Ol< ...J ...J [O < In I-In C!)0 z .... H a: a. CJ) DATE: 1 "=20 • OWD 2399/3565 -- J)!,,.¥J;,Ji...t.::�i=K,4.,_"'·-· -�PRINWNAMf; MY REG!STRATIOM EXPiRES;OISC!PUNE (WlL 12 BLOCK 19 � <t � >·- ..... :J �-..!B � 0 24 Q. ( ------·-�-"-"""·-- J;,;41 53'19" R�52' '· l .. <,8,02' lfl.LOCK 84 ' _,_, __ , '""i-"'t� ----,-,-+--.. -J .. ,.........,...._ r .. ____ .. ___ .. , __ .. __Lvv.lA TER DA'r A:8" PVC C900CL 2t)O DP.l.<.1-76.0+-LJ'". ---�,------��-�-�-----�,---�- 54C,-""f· -r-,--.-r--1-· "'f'"""""--1"--r-'"l'-·r-r.. , .. I . l ·-·------+---+·--· -·-+---+- -+--+- ..... T 53G - · · ·--i---r--1·-r• -�-� .. ,,,.. -+---i--,· ·-t-·➔=-�"'� -+---l..,,.,,I I ----: -.-:=·..--,....... ___ -�-=-t�-. ··:1=· �:::::: .. -... == .. � ,_,_., ___ .�•�~- --�-,, j•��=�•�••••• --• � -���•l-~• "n"" '"'-;:-'" , ��'""'"'" --�•• �,,.,_,_,._ -•�-'•PS"�""•- ,--;---,-- t--+--1-.... ··-, .. L .. - _ . , _ . . ..... jr,:::..... .. .... ...... --------+--+-=� ... -··r '�- -� ....... .,."-) _,.,i,..-, -·-----�H--t,----t,,.;..-1- 50G ---.. � ---.. . ..--� .. -�--, ___, ____ j, .. · ---,,- '-10"''"' · I'' 30' 1 \- K&,,·' i;; .. ·v""RT I"· ·;•!" ! �\ _.... . " ' (;';Wlaffiik.f'\1.0 A VE. _,,,.,�----· ST A, 13+�.34 TO ST A" 15+49 I .. _ .. ----... '�E\A/ER .AGENC'r' ·-• -,-- ·---�""'·---"'- - ., --=---�� ' SPRlNG V ALU:Y fit>-.l'JIT A TION DISTRICT ZUt\878 APPRC1VED 8Y1 -----�-�,._,..,. _____ _,,_.....,,,...,,..,,.,,="-' __ _ 19 -----------�"'" _______ _ 1'H� �;tfANf;>AJJD $F,�e�W{CA'f!QNS F�·Pi.� WOJ;gK� CC!\!S·Yl2UCilON (i99.7l iEDfl'ION. S/",N•/ilt;EG.© A� liil�01\lt'1. STA/\DA/slP DRAV/!N(;l$ (i;Jl.97), A.ND STAND.ARD SF-'iEC!f"ICA ilOS f"CJ,"1 $E\/J!Sl< CONSTRUCTION OP' THE:SPRING VALLrz!Y SANllfi,TIOl',J OhSTRiCT AND 1l-!e WA.TI%2 ,.o,G!E:NCYSTANDARDS. J,,:i�;@f;NQ: JI�M.,________ --··------------·-----··--� .. ---------- 4' 8EW!!:R Ul.TBIAL P62 6··13, 8-14, S·i9--- I" WATER St:f<VICE Pff.R WS·OI __ ··--·--·------·---- 8' PVC C900 Wt�TE:R MAIN, CLft.SS 200. DRl4_ ------ 2" Ail:? V A,CUUlvi VALVE ----�~�,_,, .. _____ ��--�---�---�----- 2' SLOW OFF: _______ -,�--------·-·-•·------ Rf!Fl�ftl::NCE DR.t11t '\FJl�JG: C,·r· AY V\1AT,;:;::r;, r·11c-:7-r:,i("'T I ' • \j L-1'< ,_,,,;, \,..,! � .... , .. _,1 =» . .,--;�-we-o,•�-�--•c·o: -::::;- -, 4.::W.:-� "-m Ct\PISTR/�f\1O AVc"J\JUE IMPROVEMENT PLAl'-JS c•u,c::s:::T ,:; ' C"'"" '"70 <t·, -·rt.:: "-"), .. u.,.,.J_,= .• ;:A;) ,r ...,:,l'-"-1 v,R'.I.D. 6060 [.... �T 7 r-COLNTY Or $,CW ("',!l;o',\)O -�--, ,----:,~·----·, ___ !-__ J �!::ifi� P':;':"=�='��--J l .... �J A.ANS F<,\f< -� �f-oova;:-a,rr @, ---"-'" .. -....... ----1 C-".P@TR;:.J,IO AVI!!, WATS,"< AND 6eW/i.'R !:il<Tf.:N.SICN , "'"""'"'=°'"""""'" ] FGi'A:ta ---·-r -�--,.,-,,~·-,-�·-•--�-.., •. -,--1 00$�0001Flfl� 590 580 570 560 550 540 530 CONNECTION NOTE: FOR CONNECTIONS TO EXISTING WATER MAINS, ALL WET TAP CONNECTIONS TO EXISTING PIPELINES, WHETHER FOR MAINLINE EXTENSION OR SERVICE LATERALS, SHALL BE PERFORMED BY THE DISTRICT. THE CONTRACTOR SHALL FURNISH THE TAPPING SLEEVE OR TEE, VALVES AND ALL OTHER MATERIALS AS CALLED FOR IN THE WATER AGENCIES' STANDARDS, http://www.sdwas.org/, STANDARD SPECIFICATIONS SECTION, IN ACCORDANCE WITH THE APPROVED MATERIALS LIST. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND TRAFFIC CONTROL REQUIRED FOR THE EXCAVATION AND INSTALLATION OF THE CONNECTION INCLUDING BUT NOT LIMITED TO EXCAVATION BY HAND OR MACHINE, POURING OF THRUST AND ANCHOR BLOCKS, INSTALLATION OF GATE CASING, PAINTING AND WRAPPING OF FITTINGS, BACKFILL AND COMPACTION OF TRENCH AREA AND PAVEMENT REPLACEMENT. MINIMUM PIPE LENGTHS SHALL BE 60 INCHES. STATION 15+48.41 EXIST. WATERMAIN = 8" PVC C900 CL200 DR14 PROP. WATERMAIN EXTENSION= 8" PVC C900 CL30S-AWWA ELEVATION AT CONNECTION= 5S2.49 TP '"AS-BUILT'" - 13+00 13+50 14+00 ( 0 PROP. 8" WATER MAIN ALIGNMENT TABLE SIGNATURE DATE 0 LENGTH BE ARING START STA TION END STATION TYPE PRINTED NAME LICENSE NO. REGISTRATION EXPIRATION DISCIPLINE *The block shall be shown on the every page of the project plan.W0_6693 PLAN PREPARATION 09-26-2023 11.1 51.59' N01 "36'18"E I 15+48.41 I 16+00 I PROP. 8" CL 305-AWWA C900 WATER MAIN EXIST. GROU �D-1'--... EX ST. BOTTOM 8" h. vc P �EWt.r< M, " "'- V . EXIST. 8' MAIN TOI ' .. 14+50 I 15+00 OTAYWATER DISTRICT PROJECT# D1169-090617 PERMIT# DEV-23-006 pz 850 REVIEWED BY DATE W TER . z A ' in IXl in =-:: -� z z >-,... 0 U , OF PIPE, / LLD UJ -0: - ...J Pu (f) Q_ ". n_ IXl 0 Q_ 0 ---)-I IN. � � / I'/ / 1' .· // / // (.!) :::, C:'. ww(f) 0) .t. 15+50 C:'. • n a. w. t-3';• - «) vi� 0 + - NO. z / . z 0 Q_ - iii - IXl I I ,, / /' / I I ,_"' Cl o:i n ,.OJ LL t- �ui -Q -q-Oil) ,.,; . ,, , I 1/4. I"-.. , ,, , V "--FRO POSED G�AD - ur ILt. 1"=20' · 1 "=8' l 1°eE 1ST, EL V, 16+00 16+50 17+00 OWD APPROVED CHANGES DESCRIPTION APP�JVED DATE BENCH MARK DESCRIPTION FOUND SAN DIEGO STATION "JM 0194" AS A STREET MONUMENT STAMPED "RCE 8250'" PER CR 20501 LOCATION ELEVATION ESTABLISHED BY COUNTY OF SAN DIEGO AT INTERSECTION OF CAPISTRANO AVE. & APPLE ST. RECORD FROM COUNTY OF SAN DIEGO CONTROL DATA SHEET ELEVATION 383.169 DATUM NAVD88 20 10 I .... _----10 IJ, 0-­ SCALE: 1''=20' 0 20 40----- SCALE 1 "=20' 590 580 570 560 550 540 530 60 I PRIVATE CONTRACT o-c 1------------------------��u SHEET 2 11 OTAY WATER DISTRICT WATER MAIN PLAN FOR: 11 2 SHEETS CAPISTRANO AVENUE CALIFORNIA COORDINATE INDEX 234-1785 �I REC_°"_"°"_DED_FOR_"'_"'°"_"-____ �1 1 :-=' MWAM P. •o-::uNN ENGINEER I LI �_N_,.._0 '_"°"_:....__�1�8�5�9�2 __ �11 = :m I PLAN NO. D1169-090617 DEV-23-006 .wC>C z­-U) ru� �:3 :::, ... en� �: C>�.1;ZUJO ii! e '9UJ rn­UJ C "' zo� -ocnC) .. -z >eW-cw �i::1� ..,i:;i:c ""'-11. STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 6, 2024 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 – Second Quarter Fiscal Year 2024 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. The Second Quarter Fiscal Year 2024 update is intended to provide a detailed analysis of progress in completing these projects within the allotted time and budget of $15.411 million. Expenditures through AGENDA ITEM 5 2 the second quarter totaled approximately $2.791 million. Approximately 18% of the Fiscal Year 2024 expenditure budget was spent (see Attachment B). FISCAL IMPACT: Joe Beachem, Chief Financial Officer No fiscal impact as this is an informational item only. STRATEGIC GOAL: This Program supports the District’s Mission statement, “To provide exceptional water and wastewater service to its customers, and to manage District resources in a transparent and fiscally responsible manner” and the General Manager’s Vision, "To be a model water agency by providing stellar service, achieving measurable results, and continuously improving operational practices." LEGAL IMPACT: None. KC/MJL:jf C:\OneDrive\Otay Water District\ENG CIP - Documents\X-CIP Quarterly Reports\CIP Qtr Reports\FY 2024\Q2\Staff Report\Staff Report Second Quarter FY 2024 CIP Update.docx Attachments: Attachment A – Committee Action Attachment B - Fiscal Year 2024 Second Quarter CIP Expenditure Report Attachment C – Presentation ATTACHMENT A SUBJECT/PROJECT: VARIOUS Informational Item – Second Quarter Fiscal Year 2024 Capital Improvement Program Report COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on February 20, 2024. The Committee supported staff's recommendation. NOTE: The “Committee Action” is written in anticipation of the Committee moving the item forward for Board approval. This report will be sent to the Board as a Committee approved item, or modified to reflect any discussion or changes as directed from the Committee prior to presentation to the full Board. FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments CAPITAL FACILITY PROJECTS - P2040 Res - 1655-1 Reservoir 0.5 MG Marchioro 100$ 3$ 97$ 3%7,300$ 1,115$ 6,185$ 15% The construction schedule for this project was pushed out to the FY 2028-2029 timeframe as part of the FY 2024 budget cycle. Subsequently, other design phase efforts have been prioritized. P2228 Res - 870-2 Reservoir 3.4 MG Marchioro 200 182 18 91%11,000 720 10,280 7% 90% design completed Q2 FY 2024. Final design and public advertisement for construction bid is scheduled for Q4 FY 2024. Expenditures on track. P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road Gentry 35 - 35 0%1,000 65 935 7% Related to P2553 - Heritage Bridge. See P2553 for comments. P2451 Otay Mesa Desalination Conveyance and Disinfection System Gentry 1 - 1 0%35,700 3,823 31,877 11% If the project moves forward, the District's project has completed the environmental review as required by CEQA and NEPA. The Presidential permit has expired and a new permit would be required. P2460 I.D. 7 Trestle and Pipeline Demolition Gentry 50 24 26 48%900 266 634 30% Delayed due to staffing. CEQA documents are complete, however additional surveys will need to be conducted prior to construction. Depending on the results of the survey, a HCP and Incidental Take Permit may be required. P2485 SCADA - Infrastructure and Communications Replacement Kerr 35 - 35 0%2,550 2,503 47 98%Project closed 6/30/2023. P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage Marchioro 5 - 5 0%1,000 - 1,000 0%No expenditures anticipated in FY 2024. P2521 Large Meter Vault Upgrade Program Carey 40 - 40 0%710 476 234 67% Staffing shortages have not allowed staff to work on these upgrades, some work will be done in Q3 & Q4 2024. P2553 Heritage Road Bridge Replacement and Utility Relocation Santos 200 2 198 1%5,050 281 4,769 6% Final Design comments addressed. Waiting for City of Chula Vista to bid project. P2584 Res - 657-1 and 657-2 Reservoir Demolitions Marchioro - - - 0%720 - 720 0%No expenditures anticipated in FY 2024. P2608 PL - 8-inch, 850 Zone, Coronado Avenue, Chestnut/Apple Santos 30 3 27 10%1,820 405 1,415 22%30% Plans under review. P2611 Quarry Road Bridge Replacement and Utility Relocation Gentry 1 - 1 0%3,600 124 3,476 3%This is a County of San Diego driven project. The County has had this on hold but plans to restart it. P2612 PL - 12-inch, 711 Zone, Paso de Luz/Telegraph Canyon Road Gentry 500 110 390 22%1,250 862 388 69%One year maintenance period for revegetation began Q2 FY 2024. P2614 485-1 Reservoir Interior/Exterior Coating Santos 375 475 (100) 127%1,375 985 390 72%Construction complete and tank back in service. P2617 Lobby Security Enhancements Payne 1 - 1 0%225 179 46 80% FY 2024 Public Service enhancements; FY 2025 closeout. P2623 y p Air/Vacuum Valve Replacements Marchioro 5 - 5 0%600 219 381 37%No expenditures anticipated in FY 2024. P2630 624-3 Reservoir Automation of Chemical Feed System Gentry 15 - 15 0%675 16 659 2%No activity in Q2 FY 2024; project on hold until additional resources are made available. P2638 Buildings and Grounds Refurbishments Payne 175 23 152 13%745 279 466 37%FY 2025: Admin Phase II upgrade. P2639 Vista Diego Hydropneumatic Pump Station Replacement Marchioro 175 102 73 58%3,700 589 3,111 16% 60% design completed Q1 FY 2024. Final design and public advertisement for construction bid is scheduled for Q2 FY 2025. Expenditures on track. P2642 Rancho Jamul Pump Station Replacement Marchioro 25 - 25 0%2,500 142 2,358 6% Project coordinated with 1655-1 Reservoir (P2040). See P2040 for updates. FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 1 of 7 2/15/2024 ATTACHMENT B FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 P2646 North District Area Cathodic Protection Improvements Marchioro 15 9 6 60%1,200 10 1,190 1% Anode replacement along Willow Glen Drive (PL100) completed by District in-house forces Q3 FY 2024. Expenditures on track. P2647 Central Area Cathodic Protection Improvements Marchioro 75 77 (2) 103%2,000 218 1,782 11% Anode replacements completed along Hunte Parkway (PL215) Q1 FY 2024. Expenditures on track. P2649 HVAC Equipment Purchase Payne 43 35 8 81%279 139 140 50%FY 2025 two Admin replacements. 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 10 - 10 0%200 40 160 20% No expenditures anticipated in FY 2024. 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 2024. P2659 District Boardroom Improvements Kerr 50 - 50 0%300 185 115 62% Staff is working with the integrator on a few modern technology enhancements. P2663 Potable Water Pressure Vessel Program Marchioro 100 74 26 74%3,200 409 2,791 13% Rolling Hills Hydropneumatic tank accelerated. Completion of Rolling Hills Hydro Tank Replacement scheduled for Q2 FY 2025. P2664 Otay Mesa Dual Piping Modification Program Gentry 25 - 25 0%350 36 314 10% Alternatives have been identified; coordination with Finance is required to consider financial implications of potential changes. P2665 PL - 12-inch Pipeline Replacement, 870 Zone, Cactus Road Marchioro 5 - 5 0%200 - 200 0% No expenditures anticipated in FY 2024. Completion of construction scheduled beyond six- year planning budget. P2666 Low Head and High Head Pump Stations Demolition Marchioro 5 - 5 0%750 - 750 0% No expenditures anticipated in FY 2024. Completion of construction scheduled beyond six-year planning budget. P2674 System Pressure Reducing Program Gentry 10 - 10 0%100 16 84 16% Updates to hydraulic modeling of hydropneumatic zones has corrected several potential high pressure areas. Additional areas will be researched as time and budget allow. P2676 980-2 PS Motors and Motor Control Center Replacements Marchioro 100 5 95 5%3,242 649 2,593 20% Expenditures will be accelerated in FY 2024 since Pump #2 motor will be replaced rather than rebuilt. P2683 Pump Station Safety, Monitoring, and Automation Improvements Marchioro 40 16 24 40%500 32 468 6%Completion of construction scheduled FY 2029. P2684 Zero Emission Vehicles and Charging Infrastructure Santos 175 46 129 26%2,000 66 1,934 3%Planning Study initiated and in progress. P2688 Standby Power Renovations - Potable Water Rahders 150 26 124 17%1,500 37 1,463 2% Anticipate up to $11K to be expensed in Q3 FY 2024. P2693 PL – 12 & 16-inch, 1296 Zone, Jefferson Rd., Lyons Valley Rd to Jamul Dr.Santos 20 - 20 0%3,950 - 3,950 0%Draft RFP in 4th quarter 2024. P2694 Operations Replacement Communication Radios Rahders 75 - 75 0%155 - 155 0%District will submit RFQ Q3 FY 2024 with expenditures anticipated Q4 FY 2024. P2696 1296-1 Reservoir Interior/Exterior Coating Santos - - - 0%1,400 - 1,400 0%No activity in FY 2024.P2698 Improve Fire Sprinkler Protection System at RWCWRF (P)Payne 5 - 5 0%75 - 75 0%FY 2024 Engineering; FY 2025 install. R2117 RWCWRF Disinfection System Improvements Santos 200 100 100 50%4,275 751 3,524 18%Submittal and RFI in progress. GSE ordered UV system. https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 2 of 7 2/15/2024 FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 R2146 Recycled Pipeline Cathodic Protection Improvements Marchioro 35 3 32 9%1,200 838 362 70% Construction completed Q1 FY 2024. End of one year warranty period scheduled for Q1 FY 2025. R2153 Recycled Water Pressure Vessel Program Marchioro 5 - 5 0%1,000 29 971 3%No expenditures anticipated in FY 2024. R2165 Recycled HVAC Equipment Purchase Payne 1 - 1 0%75 - 75 0%FY 2024 Engineering; FY 2025 install. R2166 RWCWRF Effluent Pump Station Compressors Marchioro 60 - 60 0%175 - 175 0% District staff have been informally soliciting quotes for replacement compressors based on what vendors have to offer for this application. R2168 Improve Fire Sprinkler Protection System at RWCWRF (R)Payne 5 - 5 0%75 - 75 0%FY 2024 Engineering; FY 2025 install. S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement Gentry 200 - 200 0%3,550 1,355 2,195 38%County invoicing usually received in Q4 FY 2024. S2043 RWCWRF Sludge Handling System Gentry 1 - 1 0%1,500 129 1,371 9%No activities in Q1 FY 2024; limited planning work anticipated in FY 2024. S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S)Gentry 20 - 20 0%220 78 142 35% Project implementation is complete; operation being monitored to ensure system is acceptable; should be able to close CIP at end of FY 2024. S2071 San Diego Metro Wastewater Capital Improvements Gentry 80 32 48 40%8,300 286 8,014 3% Annual City of San Diego invoicing covers this project. No District involvement in design and construction.S2081 Improve Fire Sprinkler Protection System at RWCWRF (S)Payne 5 - 5 0%75 - 75 0%FY 2024 Engineering; FY 2025 install. Total Capital Facility Projects Total:3,493 1,347 2,146 39%125,116 18,399 106,717 15% REPLACEMENT/RENEWAL PROJECTS P2058 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Melody Road to Highway 94 Santos 120 44 76 37%2,750 85 2,665 3% Design in progress. Appraisal process to acquire an easement has been initiated. P2171 PL - 20-Inch, 1296 Zone, Proctor Valley Road from Pioneer Way to Melody Road Santos 160 21 139 13%3,600 65 3,535 2%30% plans have been submitted and under review. P2195 PL 24 Inch, 640 Zone, Campo Road Regulatory Site/Millar Ranch Santos 20 5 15 25%9,500 22 9,478 0%Planning Study in progress. P2196 PL - 24 - Inch, 640 Zone, Millar Ranch Road to 832-1 Pump Station Santos 20 7 13 35%5,100 24 5,076 0%Planning Study in progress. P2533 1200-1 Reservoir Interior & Exterior Coating Santos 5 - 5 0%1,275 1,171 104 92%Project is under warranty. P2543 850-1 Reservoir Interior/Exterior Coating Santos 5 - 5 0%1,270 1,087 183 86%Project is under warranty. P2563 Res - 870-1 Reservoir Cover/Liner Replacement Marchioro 50 50 - 100%3,500 166 3,334 5% Project will be designed as part of the larger 870-2 Reservoir Project (CIP P2228). See P2228 for updates. P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades Santos 325 366 (41) 113%1,375 1,328 47 97%Project is under warranty. P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 GPM Marchioro 100 - 100 0%8,000 52 7,948 1%Design of a cost savings solution to restore Pump #3 original capacity in progress. P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades Santos 10 - 10 0%1,050 921 129 88%Project is under warranty. P2594 Large Meter Replacement Carey 25 51 (26) 204%815 601 214 74% Staff has had to replace failing registers on more meters than budgeted, in addition aging temporary meters have had to be replaced. P2605 458/340 PRS Replacement, 1571 Melrose Ave Gentry 5 - 5 0%750 669 81 89%Project warranty completed in Q4 FY 2023. Project can be closed at end of FY 2024. P2609 PL - 8-inch, 1004 Zone, Eucalyptus Street, Coronado/Date/La Mesa Gentry 20 1 19 5%2,100 1,133 967 54% Phase I of project accepted by the District FY 2021; Phase II starts after 3 year paving moratorium and additional resources are made available. https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 3 of 7 2/15/2024 FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 P2610 Valve Replacement Program - Phase 1 Mederos 325 - 325 0%2,325 1,825 500 78%CIP is complete and within budget. Total expenditures were $1.8M. P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande Santos 250 25 225 10%2,600 96 2,504 4%30% Plans have been submitted and under review. P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Drive/Vista Sierra Drive Gentry 600 60 540 10%4,200 1,686 2,514 40% Phase 1 of project is substantially complete and project warranty period began in Q1 FY 2024. Old pipeline video inspection performed and work on Phase 2 pushed out to FY 2025. P2627 458/340 PRS Replacement, 1505 Oleander Avenue Gentry 5 - 5 0%750 702 48 94%Project warranty completed in Q4 FY 2023. Project can be closed at end of FY 2024. P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades Santos 40 2 38 5%1,450 2 1,448 0% Planning and design anticipated to be completed Q3/Q4 FY 2024. P2655 La Presa Pipeline Improvements Gentry 25 - 25 0%1,750 281 1,469 16% No activity in Q2 FY 2024; project on hold until additional resources are made available. P2656 Regulatory Site Desilting Basin Improvements Gentry 5 - 5 0%150 7 143 5% No activities occurred during Q2 FY 2024. Operations to implement improvements as time allows. P2657 1485-1 Reservoir Interior/Exterior Coating & Upgrades Santos 5 25 (20) 500%1,150 25 1,125 2% Design anticipated to be completed Q3/Q4 FY 2024. P2661 Replacement of Backflow Prevention Devices on Pipeline Interconnections on Otay Mesa Gentry 25 127 (102) 508%400 289 111 72%Work is substantially complete. Project may be closed at end of FY 2024. P2662 Potable Water Meter Change Out Carey 1,000 4 996 0%17,100 4 17,096 0%RFP will be released in Q4 FY 2024. P2670 Administration and Operations Roof Repairs and Replacement Payne 20 - 20 0%350 - 350 0% Ongoing maintenance; replacements FY 2025- 2028. P2671 980 Reservoirs Altitude Valve Vaults Renovation Gentry 25 - 25 0%682 679 3 100% Project warranty completed in Q4 FY 2023. Project can be closed at end of FY 2024. P2672 District Roof Repairs and Replacement Program Payne 35 - 35 0%340 - 340 0% Ongoing maintenance; replacements FY 2025- 2028.P2673 803-4 Reservoir Interior/Exterior Coating Santos - - - 0%2,350 - 2,350 0%No activity in FY 2024. P2675 458-1 and 458-2 Reservoirs Site Pavement Refurbishment Cameron 150 - 150 0%450 15 435 3%Design is at 50%. Project paused. P2677 PL 16 Inch, 870 Zone, La Media Road and Airway Road Utility Relocations Gentry 700 39 661 6%3,100 2,315 785 75%Construction continued in Q2 FY 2024. P2678 Jamacha Boulevard Utility Relocation Gentry 25 - 25 0%250 - 250 0% No activity in Q2 FY 2024; project on hold until additional resources are made available. P2680 PL - 12-inch Pipeline Replacement, 1530 Zone, Vista Diego Road Marchioro 40 7 33 18%425 77 348 18% Project will be designed as part of the larger Vista Diego Hydropneumatic Pump Station Replacement Project (CIP P2639). See P2639 for updates. P2681 PL-12-Inch, 1655 Zone, Presilla Drive Pipeline Replacement Marchioro 25 - 25 0%1,800 130 1,670 7% Project will be designed as part of the larger 1655-1 Reservoir Project (CIP P2040). See P2040 for updates. P2682 AMI Project Carey 70 19 51 27%650 571 79 88%On track. P2685 980/711 PRS Renovation - Proctor Valley Rd Marchioro 5 - 5 0%850 - 850 0%No expenses anticipated in FY 2024. P2686 870 PZ Seismic Vault Renovation Gentry 5 - 5 0%400 - 400 0% No activity in Q2 FY 2024; project on hold until additional resources are made available. https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 4 of 7 2/15/2024 FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 P2687 Steele Canyon Rd Bridge 803 PZ 20-inch WL Renovation Gentry 100 26 74 26%600 62 538 10% Sample repair performed in Q2 FY 2023. Evaluation of the work delayed by water in Sweetwater River. Work in FY 2024 limited to preservation of existing condition in Q4 (e.g., anticorrosion work). Depending on engineering resources availability early design/ options planning to commence. P2689 944-1-9 Pump Station Meter Vault Renovation Gentry 20 - 20 0%200 - 200 0% No activity in Q2 FY 2024; project on hold until additional resources are made available.P2690 850-4 Reservoir Interior/Exterior Coating Santos - - - 0%1,850 - 1,850 0%No activity in FY 2024. P2691 City of San Diego - Otay 2nd Pipeline Phase 4 Interconnections Relocation Gentry 50 24 26 48%1,000 24 976 2% City of San Diego driving overall relocation. Interconnection facilities for Otay to be discussed at later design stage. P2692 1485-2 PS Yard Piping Modifications Santos 1 - 1 0%600 - 600 0%No expenses anticipated in FY 2024 P2695 Relocation of Data Center Kerr 25 - 25 0%250 - 250 0% Staff has reached out to a consultant with design suggestions. Anticipate work to start this quarter. P2697 Valve Replacement Program - Phase 2 Mederos 350 74 276 21%12,000 74 11,926 1%Within budget and in progress. P2699 Miscellaneous Replacements and Improve Fire Sprinkler Protection System in the Warehouse Payne 25 32 (7) 128%325 32 293 10% FY 2024 misc. upgrades & Fire Engineering; FY 2025 install. P2700 Pump Station Equipment Replacement Program Mederos 150 7 143 5%1,250 7 1,243 1%Within budget and in progress. R2121 Res - 944-1 Reservoir Cover/Liner Replacement Marchioro 5 - 5 0%3,500 25 3,475 1%Replacement scheduled for FY 2028. R2148 Large Meter Replacement - Recycled Carey 10 5 5 50%135 59 76 44%On track. R2152 Recycled Water Meter Change-Out Carey 10 - 10 0%550 - 550 0%RFP will be released in Q4 FY 2024 R2156 RecPL - 14-inch RWCWRF Effluent Force Main Improvements Marchioro 10 4 6 40%1,300 259 1,041 20%No further expenses anticipated in FY 2024.R2157 RWCWRF Backwash Supply Pumps Upgrade Gentry 220 3 217 1%500 84 416 17%See R2117. R2158 RWCWRF Stormwater Pond Improvements (R)Gentry 10 - 10 0%175 - 175 0% No activities occurred during Q2 FY 2024. Planning to be coordinated with R2117 to determine impacts. R2159 RecPL - 16-Inch, 680 Zone, Olympic Parkway Recycled Pipeline Replacement Gentry 3,500 2 3,498 0%6,000 468 5,532 8% Construction contract awarded in Q3 FY 2023 and materials acquisition in progress. Construction expected to begin in Q3 FY 2024. R2161 450-1R Reservoir Interior/Exterior Coating & Upgrades Santos - - - 0%2,500 - 2,500 0%No activity in FY 2024. R2163 450-1 RW Res Disinfection Injection Vault Renovation Marchioro - - - 0%300 - 300 0%No expenses anticipated in FY 2024. R2164 450-1 RW Res Stormwater Improvements Marchioro 70 25 45 36%800 31 769 4% GM authorization to advance CIP R2167 was provided Q1 FY 2024. R2167 RecPL - 14-Inch, 927 Zone, Force Main Road Improvements and Erosion Repairs Marchioro 25 5 20 20%225 5 220 2% A possible long-term solution, which exceeds the current CIP budget, will be vetted during the FY 2025 budget cycle. R2169 Pump Station Equipment Replacement Program (R)Mederos 50 21 29 42%600 21 579 4%Within budget and in progress. S2024 Campo Road Sewer Main Replacement Gentry 25 10 15 40%11,130 11,077 53 100% Revegetation completed. Notice of Completion submitted to Caltrans. Waiting on final approval from Caltrans. S2049 Calavo Basin Sewer Rehabilitation - Phase 2 Gentry 50 11 39 22%1,150 79 1,071 7% No activity in Q2 FY 2024; project on hold until additional resources are made available. https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 5 of 7 2/15/2024 FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 Gentry 20 - 20 0%1,100 7 1,093 1%No activity in Q2 FY 2024; project on hold until additional resources are made available. S2054 Calavo Basin Sewer Rehabilitation - Phase 3 Gentry - - - 0%1,300 - 1,300 0%No activity in FY 2024.S2060 Steele Canyon Pump Station Replacement Gentry 10 - 10 0%1,900 - 1,900 0%No activity in Q2 FY 2024. S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 Gentry - - - 0%950 - 950 0%No activity in FY 2024. S2069 Cottonwood Sewer Pump Station Renovation Santos 300 64 236 21%3,000 466 2,534 16%Re-startup of project is anticipated in Q3 FY 2024.S2072 RWCWRF Rotary Screen Replacement Santos 100 - 100 0%600 2 598 0%No expenditures FY 2024. S2074 RWCWRF Stormwater Pond Improvements (S)Gentry 5 - 5 0%175 - 175 0% No activities occurred during Q1 FY 2024. Planning to be coordinated with R2117 to determine impacts. S2076 RWCWRF Grit Chamber Improvements Gentry 5 - 5 0%250 - 250 0% No expenditures in Q2 FY 2024; planning level work may occur in FY 2024. S2077 RWCWRF Blowers Renovation Gentry 120 - 120 0%400 - 400 0% No expenditures in Q2 FY 2024. Scheduling of the refurbishment of the first blower to start in Q4 FY 2024. S2079 Steele Canyon Rd Bridge 6-inch Sewer FM Renovation Gentry 50 - 50 0%350 - 350 0% Reference P2687, the two projects will be designed together. S2080 Standby Power Renovations - Sewer Rahders 10 26 (16) 260%200 26 174 13%Anticipate up to $5K expenditures Q3 FY 2024.. Total Replacement/Renewal Projects Total:9,571 1,192 8,379 12%141,772 28,836 112,936 20% CAPITAL PURCHASE PROJECTS P2282 Vehicle Capital Purchases Rahders 1,821 173 1,648 10%12,000 5,795 6,205 48% CP#16 $155K expensed Q1, CP#15 $208K & CP#14 $310K expected Q3 FY 2024. P2286 Field Equipment Capital Purchases Rahders 219 79 140 36%3,500 2,424 1,076 69% CP#6 $79K expensed, deliver of outstanding items ($38K) expected Q3 FY 2024. CP#7 $80K expected Q3 FY 2024. P2571 Data Center Network Data Storage and Infrastructure Enhancements Kerr 15 - 15 0%530 455 75 86% Correction from Q1 comments, project will extend through FY 2025. P2572 Enterprise Resource Planning (ERP) Replacement Kerr 280 - 280 0%795 - 795 0% Staff held internal kickoff meeting and project is underway.R2160 Recycled Water Field Equipment Capital Purchases Rahders - - - 0%700 220 480 31%No expenditures FY 2024. R2162 Vehicle Capital Purchases - Recycled Rahders - - - 0%500 93 407 19%No expenditures FY 2024.S2078 Vehicle Capital Purchases - Sewer Rahders - - - 0%750 - 750 0%No expenditures FY 2024. Total Capital Purchase Projects Total:2,335 252 2,083 11%18,775 8,987 9,788 48% DEVELOPER REIMBURSEMENT PROJECTS P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way Cameron 1 - 1 0%336 - 336 0%This is a developer reimbursement project. P2596 PL – 16-inch, 624 Zone, Village 3N – Main St, Heritage Rd/Wolf Canyon Cameron 1 - 1 0%900 - 900 0%This is a developer reimbursement project. P2598 PL-16-Inch, 624 Zone, Village 8W – Main St, La Media/Village 4 Cameron 1 - 1 0%280 - 280 0%This is a developer reimbursement project. P2599 PL-16-Inch, 624 Zone, Village 8W- Otay Valley Rd, School/Village 8E Cameron 1 - 1 0%500 - 500 0%This is a developer reimbursement project. P2602 PL - 16-inch, 624 Zone, Otay Valley Road, SR 125 Bridge Cameron 1 - 1 0%280 - 280 0%This is a developer reimbursement project.P2603 PL - 16-inch, 711 Zone, Hunte Parkway, SR 125 Bridge Cameron 1 - 1 0%340 - 340 0%This is a developer reimbursement project. R2028 RecPL – 8-in, 680 Zone, Heritage Road to Main Street Cameron 1 - 1 0%900 - 900 0%This is a developer reimbursement project. https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 6 of 7 2/15/2024 FISCAL YEAR 2024 2ND QUARTER REPORT (Expenditures through 12/31/23) ($ In Thousands) 1 2 B C D E F G H I J K L M CIP No.Description Project Manager FY Budget Expense s Balance Expense to Budget % Overall Budget Expenses Balance Expense to Budget %Q2 Comments FISCAL YEAR-TO-DATE, 12/31/23 LIFE-TO-DATE, 12/31/23 150 151 152 153 154 155 156 157 158 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:12 - 12 0%5,486 - 5,486 0% 139 GRAND TOTAL 15,411$ 2,791$ 12,620$ 18.1%291,149$ 56,222$ 234,927$ 19% https://otaywater365.sharepoint.com/sites/engcip/Shared Documents/X-CIP Quarterly Reports/CIP Qtr Reports/FY 2024/Q2/Expenditures/FY2024 2nd Qtr Exp.xlsx Page 7 of 7 2/15/2024 Otay Water District Capital Improvement Program Fiscal Year 2024 Second Quarter (through December 31, 2023) ATTACHMENT C 485-1 Roof 10/18/23 Background The approved CIP Budget for Fiscal Year 2024 consists of 139 projects that total $15.41 million. These projects are broken down into four categories. 1.Capital Facilities $ 3.49 million 2.Replacement/Renewal $ 9.57 million 3.Capital Purchases $ 2.33 million 4.Developer Reimbursement $ 12 thousand Overall expenditures through the Second Quarter of Fiscal Year 2024 totaled nearly $2.79 million, which is approximately 18% of the Fiscal Year budget. 2 Fiscal Year 2024 First Quarter Update ($000) CIP CAT Description FY 2024 Budget FY 2024 Expenditures % FY 2024 Budget Spent TotalLife-to-Date Budget TotalLife-to-Date Expenditures % Life-to-Date Budget Spent 1 Capital Facilities $3,493 $1347 39%$125,116 $18,399 15% 2 Replacement/Renewal $9,571 $1192 12%$141,772 $28,836 20% 3 Capital Purchases $2,335 $252 11%$18,775 $8,987 48% 4 Developer Reimbursement $12 $0 0%$5,486 $0 0% Total: $15,411 $2,791 18%$291,149 $56,222 19% 3 Fiscal Year 2024 First Quarter CIP Budget Forecast vs. Expenditures 4 $15,411,000 $14,640,000 95% $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun July FISCAL YEAR PERIOD IN MONTHS FY 2024 Budget Forecast Total Expenditures Through 12/31/23 Reasons for Underspending Supply Delays on Materials ◦R2159 –Olympic Pkwy -Valves delayed 9 months FY 2024 Budget: $3.5M FY 2024 Forecast: $1.0M Difference: $2.5M ◦P2282–Vehicle Capital Purchases -EV vehicles delay in delivery FY 2024 Budget: $1.8M FY 2024 Forecast: $1.2M Difference: $600K 5 Reasons for Underspending ◦P2662 –Potable Water Meter Change-Out -Delayed to get consultant onboard FY 2024 Budget: $1.0M FY 2024 Forecast: $20K Difference: $980K Staff Turnover ◦P2616 –Pence Drive PL Replacement -Phase II on hold FY 2024 Budget: $600K FY 2024 Forecast: $60K Difference: $540K 6 Reasons for Underspending Outside Agency Delays ◦P2553 –Heritage Road Bridge –City of CV driven project. PM retired Oct. 2023. CV still working on Caltrans clearance. OWD deposit due after low bidder approved. Board approved reimbursement agreement at March 2023 Board Meeting OWD Estimate in Jan. 2023 = $2.9M FY 2024 Budget: $200K FY 2024 Forecast: $10K Difference: $190K 7 8 CIP Projects in Construction Advance Metering Infrastructure (AMI) Project (P2682) Project includes installing equipment, network hardware, upgrading meter data management software, and firmware upgrades to approx. 24,000 existing AMI- capable meters. Budget: $650,000 NTP: Mar. 1, 2023 2 base stations and 7 repeater locations Project Acceptance October 12, 2023 9 Various Locations CIP Projects in Construction Paso de Luz/Telegraph Canyon and Vista Grande Vista Sierra Water Line Replacement Project (P2612 & P2616) Replacement of approx. 1,750 linear feet of 12- inch water line, reconnect existing water services and associated work. Combined Budget: $5.45M NTP: Aug. 2022 Project Acceptance October 10, 2023 10 Division No. 4 Location: Chula Vista, south of Telegraph Canyon Division No. 5 Location: El Cajon west of Vista Sierra CIP Projects in Construction 1004-2 & 485-1 Reservoir Coating and Upgrades (P2567 & P2614) Work includes removing and replacing the interior and exterior coatings of the welded steel reservoirs and structural modifications. Combined Budget: $2.75M 1004-2 was returned to service on Oct. 6, 2023. 485-1 was returned to service on Nov. 9, 2023. 11 Division No. 3, 4 Location: Spring Valley & Chula Vista 12 485 1004 11/2/23 12/12/23 CIP Projects in Construction 10/2/23 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: May 1, 2023 Lead-time for high pressure valves is longer than expected. (March 2024) Project is within budget 13 Chula Vista Otay Ranch High School CIP Projects in Construction RWCWRF Disinfection System Improvements (R2177 & R2157) Project will replace existing chlorine system with Trojan UV system and replacement of existing filter backwash supply pumps. Combined Budget:$4,775,000 Planned NTP:April 22, 2024 Trojan UV system will take approx. 10 months to procure. Delivery anticipated May/June 2024. Project is within budget 14 Construction Contract Status 15 FY 2024 CIP CONSTRUCTION PROJECTS as of December 31, 2023 CIP NO.PROJECT TITLE CONTRACTOR BASE BID AMOUNT CONTRACT AMOUNT W/ ALLOWANCES NET CHANGE ORDERS FY 2024*NET CHANGE ORDERS LTD* CURRENT CONTRACT AMOUNT TOTAL EARNED TO DATE % CHANGE ORDERS W/ ALLOWANCE CREDIT** % COMPLETE EST. COMP. DATEPRIOR YEARS Q2 %YTD %PROJECT TOTAL % R2146 Recycled Water Pipeline Cathodic Protection Project M-Rae Engineering, Inc.$537,560 $552,060 ($1,986)$0 0.0%$0 0.0%($1,986)-0.4%$535,574 $535,574 -3.0%100.0%July 2023 P2612 & P2616 Paso de Luz/Telegraph Canyon and Vista Grande/Vista Sierra Water Line Replacement CCL Contracting, Inc.$1,573,540 $1,627,440 $54,906 $62,366 4.0%$62,366 4.0%$117,272 7.5%$1,744,712 $1,744,712 7.2%100.0%October 2023 P2567 & P2614 1004-2 & 485-1 Reservoir Coating & Upgrades Unified Field Services Corp.$1,768,609 $1,857,865 $1,528 $0 0.0%$0 0.0%$1,528 0.1%$1,775,933 $1,645,247 -4.4%92.6%Feb 2024 P2682 Advanced Metering Infrastructure (AMI) Project OT Electrical $470,350 $495,650 $8,626 $0 0.0%$0 0.0%$8,626 1.8%$478,976 $478,976 -3.4%100.0%October 2023 R2159 Olympic Parkway Recycled Water Pipeline Replacement Burtech Pipeline, Inc.$3,756,210 $3,945,035 $0 $0 0.0%$0 0.0%$0 0.0%$3,756,210 $25,000 -4.8%0.7%July 2024 R2117 & R2157 RWCWRF Disinfection System Improvements GSE Construction Company, Inc.$3,375,400 $3,491,400 $0 $0 0.0%$0 0.0%$0 0.0%$3,375,400 $53,336 -3.3%1.6%June 2025 TOTALS:$11,481,669 $11,969,450 $63,074 $62,366 0.5%$62,366 0.5%$125,440 1.1%$11,666,805 $4,482,845 -2.5% *NET CHANGE ORDERS DO NOT INCLUDE ALLOWANCE ITEM CREDITS. IT'S A TRUE CHANGE ORDER PERCENTAGE FOR THE PROJECT **THIS CHANGE ORDER RATE INCLUDES THE CREDIT FOR UNUSED ALLOWANCES Consultant Contract Status 16 Consultant Contract Status 17 Consultant Contract Status 18 QUESTIONS? 19