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HomeMy WebLinkAbout05-20-19 EO&WR Committee PacketOTAY WATER DISTRICT ENGINEERING, OPERATIONS & WATER RESOURCES COMMITTEE MEETING and SPECIAL MEETING OF THE BOARD OF DIRECTORS 2554 SWEETWATER SPRINGS BOULEVARD SPRING VALLEY, CALIFORNIA Board Room MONDAY May 20, 2019 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 BUT NOT AN ITEM ON TODAY'S AGENDA DISCUSSION ITEMS 3. ADOPT RESOLUTION NO. 4366 FOR THE ANNEXATION OF THE PROPERTY OF THE CYNTHIA BONSIGNORE TRUST, 1655 GUAVA LANE, EL CAJON, CA 92020, APN 498-270-12-00, TO THE OTAY WATER DISTRICT AND TO IMPROVEMENT DISTRICT 18 (MARTIN) [5 minutes] 4. ADOPT ORDINANCE NO. 571 AMENDING SECTION 38, SERVICE FOR FIRE PROTECTION SYSTEMS, OF THE OTAY WATER DISTRICT CODE OF ORDI- NANCES (DIPIETRO) [5 minutes] 5. THIRD QUARTER OF FISCAL YEAR 2019 CAPITAL IMPROVEMENT PROGRAM REPORT (MARTIN) [5 minutes] 6. ADJOURNMENT BOARD MEMBERS ATTENDING: Gary Croucher Mitch Thompson 2 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 through the District Secretary by contacting her at (619) 670-2280. If you have any disability that would require accommodation in order to enable you to partici- pate in this meeting, please call the District Secretary at 670-2280 at least 24 hours prior to the meeting. Certification of Posting I certify that on May 17, 2019 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 May 17, 2019. /s/ Susan Cruz, District Secretary STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 5, 2019 SUBMITTED BY: Dan Martin Assistant Chief of Engineering PROJECT: ANX- 19-001 DIV. NO. 5 APPROVED BY: Rod Posada, Chief of Engineering Mark Watton, General Manager SUBJECT: Adopt Resolution No. 4366 for the Cynthia Bonsignore Trust Sewer Annexation, 1655 Guava Lane, El Cajon, CA 92020, APN 498-270-12-00, to the Otay Water District and to Improvement District 18 GENERAL MANAGER’S RECOMMENDATION: That the Otay Water District (District) Board of Directors (Board) adopt Resolution No. 4366 (Attachment B) for the annexation of the property of the Cynthia Bonsignore Trust, 1655 Guava Lane, El Cajon, CA 92020, APN 498-270-12-00, to the Otay Water District (“District”) and to Improvement District 18. COMMITTEE ACTION: Please see Attachment A. PURPOSE: The purpose of the proposed annexation of the property of the Cynthia Bonsignore Trust (“Property Owner”), 1655 Guava Lane, El Cajon, CA 92020, APN 498-270-12-00, to the District and to Improvement District 18 is to make sewer service available to a parcel owned by the Property Owner. ANALYSIS: A written request and Petition signed by the Property Owner has been received for annexation of APN 498-270-12-00 into Improvement District No. 18 for sewer service. The total acreage to be annexed is 0.98 acres. The property currently has a septic system that is approximately 70 years old. The Property Owner requests to be connected to the District’s sewer system prior to failure of the property’s septic system. The parcel is currently outside the District's sphere of influence as well as the District’s Sewer Improvement District No. 18, as shown in Exhibit A. Therefore, annexation of this property to the District, and to Improvement District No. 18 is required for sewer service. At the May 6, 2019 meeting of the San Diego County’s Local Agency Formation Commission (“LAFCO”), LAFCO approved a change of organization to annex APN 498-270-12-00 into the District. It is recommended that the District Board of Directors adopt Resolution No. 4366 (Attachment B), annexing the property of the Cynthia Bonsignore Trust located at 1655 Guava Lane, El Cajon, CA 92020, APN 498-270-12- 00 to the District and to Improvement District 18. The property receives water from the Helix Water District. The District’s sewer facilities are located adjacent to the property. This annexation will not create an island. FISCAL IMPACT: Joe Beachem, Chief Financial Officer The property owner will pay the District’s annexation processing fee of $827.54, sewer annexation fees (current fee is $1,151.04 per EDU), and sewer capacity fees for parcels located outside the sewer ID (current fee is $5,781.67) in effect at the time the sewer service is provided, and any additional fees, including the availability fee, as established in the attached Resolution No. 4366. GRANTS/LOANS: Not applicable. STRATEGIC GOAL: Adoption of Resolution No. 4366 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. DM/RP:jf P:\Public-s\STAFF REPORTS\2019\BD 06-05-19_Sewer Annexation\BD 06-05-19_Bonsignore Sewer Annexation Staff Report.docx Attachments: Attachment A – Committee Action Attachment B - Resolution No. 4366 - Exhibit A – Description - Exhibit B – Map Exhibit A – Location Map ATTACHMENT A PERMIT NO.: ANX-19-001 Adopt Resolution No. 4366 for the Cynthia Bonsignore Trust Sewer Annexation, 1655 Guava Lane, El Cajon, CA 92020, APN 498-270-12-00, to the Otay Water District and to Improvement District 18 COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a Committee Meeting held on May 20, 2019. 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. ATTACHMENT B Page 1 of 3 RESOLUTION NO. 4366 RESOLUTION FOR ANNEXATION TO THE OTAY WATER DISTRICT SEWER IMPROVEMENT DISTRICT NO. 18 OF THOSE LANDS DESCRIBED AS THE "CYNTHIA BONSIGNORE TRUST SEWER ANNEXATION” (DIV. NO. 5) WHEREAS, a letter has been submitted by Cynthia Bonsignore Trust, the Property Owner and party that has an interest in the land described in Exhibit "A," attached hereto, for annexation of said land to the Otay Water District Sewer Improvement District No. 18 (“ID 18”) pursuant to California Water Code Section 72670 et seq.; and WHEREAS, pursuant to Section 72680.1 of said Water Code, the Otay Water District (“District”) Board of Directors (“Board”) 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 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 larger tax base will be available to finance the sewer facilities and improvements of ID 18. Page 2 of 3 4. The Board of Directors hereby declares that the annexa- tion of said property is subject to the Property Owner complying with the following terms and conditions: (a) The petitioners for said annexation shall pay to the District the following: (1) The annexation processing fee at the time of application; (2) A sewer annexation fee per Equivalent Dwelling Unit (“EDU”) to be collected at the time of connection to the District sewer system; (3) Yearly assessment fees will be collected through the County Tax Assessor’s office in the amount of $10.00 for APN 498-270-12-00; (4) In the event that sewer service is to be provided, Petitioners shall pay all applicable fees per EDU at the time the sewer connection is purchased; and (5) Payment by the Property Owner of APN 498- 270-12-00 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 of the ID 18, including the payment of principal and interest on bonds and other obligations of the ID 18, authorized and outstanding at the time of annexation, the same as if the annexed property had always been a part of the ID 18. Page 3 of 3 5. The Board hereby declares 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 498-270-12-00 to the District is hereby designated as the “CYNTHIA BONSIGNORE TRUST SEWER ANNEXATION.” 8. Pursuant to Section 57202(a) of the Government Code, the effective date of the CYNTHIA BONSIGNORE TRUST SEWER ANNEXATION 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 5th day of June, 2019. President ATTEST: __________________________________ District Secretary ANNEXATION NO. DA19-03 "BONSIGNORE-GUAVA LANE CHANGE OF ORGANIZATION" ANNEXATION TO OTAY WATER DISTRICT GEOGRAPHIC DESCRIPTION ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 16 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER OF SAID SECTION 24; THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, NORTH 89°23'19" WEST A DISTANCE OF 300 FEET TO THE TRUE POINT OF BEGINNING; 1. THENCE CONTINUE ALONG SAID SOUTH LINE OF SAID NORTHWEST QUARTER NORTH 89°23'19" WEST, 7.39 FEET; 2. THENCE NORTH 00°44'31" EAST, 850 FEET ALONG A LINE PARALLEL WITH THE EAST LINE OF SAID NORTHWEST QUARTER; 3. THENCE NORTH 89°23'19" WEST, 152.61 FEET ALONG A LINE PARALLEL WITH SAID SOUTH LINE OF SAID NORTHWEST QUARTER; 4. THENCE SOUTH 00°44'31" WEST, 196 FEET ALONG A PARALLEL LINE WITH SAID EAST LINE OF SAID NORTHWEST QUARTER; 5. THENCE NORTH 89°23'19" WEST, 160 FEET TO THE INTERSECTION WITH THE EAST LINE OF A 30-FOOT WIDE STRIP OF LAND, LYING EAST OF AND ADJOINTING THE EAST LINE OF A PARCEL OF LAND CONVEYED TO RILEY A. CHAMBERS AND WIFE BY DEED DATED MARCH 23, 1936 IN BOOK 517, PAGE 213 OF OFFICIAL RECORDS; 6. THENCE NORTH 00°44'31" EAST, 213 FEET ALONG SAID EAST LINE OF SAID 30-FOOT WIDE STRIP OF LAND; 7. THENCE SOUTH 89°23'19" EAST, 160 FEET ALONG A LINE PARALLEL WITH SAID SOUTH LINE OF SAID NORTHWEST QUARTER; 8. THENCE NORTH 00°44'31" EAST, 3 FEET ALONG A LINE PARALLEL WITH THE EAST LINE OF SAID NORTHWEST QUARTER; 9. THENCE SOUTH 89°23'19" EAST, 160 FEET ALONG A LINE PARALLEL WITH THE SOUTH LINE OF SAID NORTHWEST QUARTER; 10. THENCE SOUTH 00°44'31" WEST, 870 FEET ALONG A LINE PARALLEL WITH THE EAST LINE OF SAID NORTHWEST QUARTER TO THE TRUE POINT OF BEGINNING AND CONTAINING 0.98 ACRES OF LAND MORE OR LESS. Page 1 of2 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 . p . 8953 Page 2 of2 100 50 0 ANNEXATION NO. DA19-03 "BONSIGNORE-GUAVA LANE CHANGE OF ORGANIZATION" ANNEXATION TO OTAY WATER DISTRICT 8953 ¢6tJ~9 D TE APN: 498-2 70-61 APN:498-270-12 7 .39' APN: 498-270-13 APN: 498-270-17 ,----- 1 I I I I PROJECT SfTE N I -EiD- 1 THOMAS BROS. 1271 (J-2) LOCATION MAP NO SCALE .-~----------~1 APN: 498-270-84 PROPOSED DISTRICT BOUNDARY APN 498-270-25 APN: 498-270-19 APN: 498-270-21 N -Ei D- I 100 200 300 ~ SCALE: 1 "=100' I I TRUE POI NT OF BEGINNING ~~~ EXISTING OTAY WATER DISTRICT BOUNDARY ---PROPOSED OTAY WATER DISTRICT BOUNDARY COURSES: CD N89° 23' 19"W 7.39' CD N00°44 '31"E 850 .00' Q) N89 o 23 ' 19" W 152 .61' 0 sooo44'31"W 196.00' ® N89° 23' 19"W 160 .00 ' ® N00044 '31 "E 213 .00' 0 S89 ° 23 ' 19 "E 160.00' ® N00°44'31"E 3 .00' ® 589° 23 '19"E 160 .00' @) soo044'31"W 870 .00' 0 .98 ACRES CENTER SEC . 24 APN 498-152-44 DISCLAIMER: "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 DESCR !BED. " ASSESSOR'S PARCEL NlJt.I3ERS: LAFCO RESOLUTION NO . ACREAGE: DATE: SCALE: 498-27D--12 DA19-03 0 .98 5/6/2019 1·=100' OTAY WATER DISTRICT SNIPES-DYE ASSOCIATES A PORTION OF THE NW 1/4 Of' SECTION 24, 8348 CENTER DRIVE, SUITE G T16S, R1W, SAN BERNARDINO MERIDIAN, IN LA MESA, CA 91942 COUNTY Of' SAN DIEGO OTAY WATER DISTRICTANNEXATION OF APN 498-270-12-00 TO THE OTAY WATER DISTRICT AND TO IMPROVEMENT DISTRICT 18LOCATION MAP EXHIBIT A ANX-19-001F P:\DRAFTING DEPARTMENT\Info for Others\OWD\Dan Martin\Exhibit A - ANX-19-001.mxd 0 240120 Feet R$ !\ VICINITY MAP DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 ÃÅ54 PROJECT SITE ÃÅ125 ÃÅ94 ÃÅ905 §¨¦805 FNTS PROJECT SITE CHASE AVE NAVAJA RD GUAVA LN F U E R T E D R DISTRICTSEWER DISTRICT BOUNDARY STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 5, 2019 SUBMITTED BY: Brandon DiPietro Field Services Manager PROJECT: Various DIV. NO. ALL APPROVED BY: Dan Martin, Assistant Chief of Engineering Rod Posada, Chief of Engineering Mark Watton, General Manager SUBJECT: Adopt Ordinance No. 571 Amending Section 38 Service for Fire Protection Systems of the Otay Water District Code of Ordinances GENERAL MANAGER’S RECOMMENDATION: That the Otay Water District (District) Board of Directors (Board) adopt Ordinance No. 571 (Attachment B) amending Section 38 Service for Fire Protection Systems of the Otay Water District Code of Ordinances. COMMITTEE ACTION: Please see Attachment A. PURPOSE: The purpose of the proposed ordinance amending Section 38 Service for Fire Protection Systems of the Otay Water District Code of Ordinances (Attachment C) is to provide clarification on the requirements and configuration of fire systems on multi-family sites that contain single-family homes. ANALYSIS: Section 38 provides the definitions of approved uses of service for fire protection. The changes proposed to Section 38 are to accommodate application of California Fire Code 2016 903.3.1.3 NFPA 13D sprinkler systems (single-family housing) and 903.3.1.2 NFPA 13R sprinkler systems (multi-family housing) as applied to master metered multi-family sites containing single-family homes. Changes proposed are to accommodate new residential product types. 2 Currently, Section 38 does not specifically address fire system configuration for master metered sites that contain multi-family or single-family housing. Amending Section 38 of the Code of Ordinances will provide clarity and bring the District in line with what fire agencies with jurisdiction are currently approving for use. Staff is recommending language that codifies the requirements for Section 38 (see Attachment B-Exhibit 1). The proposed changes include the following:  Section 38.02 – Title and Paragraphs A & C – addition of “or multi-family residences”;  Section 38.02 F - language is changed for clarification from “nor” to “or”;  Section 38.04 – Section added to address fire sprinkler service for master metered multi-family sites containing single-family homes. The draft language included in the proposed Section 38 was transmitted to the development community on March 19, 2019 for comments; as of May 15, 2019, no comments have been received. FISCAL IMPACT: Joe Beachem, Chief Financial Officer None. GRANTS/LOANS: Not applicable. STRATEGIC GOAL: Adoption of Ordinance No. 571 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. BD/DM/RP:jf P:\Public-s\STAFF REPORTS\2019\BD 06-05-19\BD 06-05-2019 Staff Report Code Section 38_bdd 1.docx Attachments: Attachment A – Committee Action Attachment B - Ordinance No. 571 Exhibit 1 – Strike-through Section 38 Attachment C – Proposed Section 38 ATTACHMENT A SUBJECT/PROJECT: VARIOUS Adopt Ordinance No. 571 Amending Section 38 Service for Fire Protection Systems of the Otay Water District Code of Ordinances COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a Committee Meeting held on May 20, 2019. 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. Attachment B ORDINANCE NO. 571 AN ORDINANCE OF THE BOARD OF DIRECTORS OF THE OTAY WATER DISTRICT AMENDING SECTION 38, SERVICE FOR FIRE PROTECTION SYSTEMS, OF THE DISTRICT’S CODE OF ORDINANCES BE IT ORDAINED by the Board of Directors of Otay Water District that the District’s Code of Ordinances, Section 38 SERVICE FOR FIRE PROTECTION SYSTEMS be amended as per Exhibit 1 (attached). NOW, THEREFORE, BE IT RESOLVED that the new proposed Section 38 (Attachment C) of the Code of Ordinances shall become effective June, 5 2019. PASSED, APPROVED, AND ADOPTED by the Board of Directors of the Otay Water District at a regular meeting duly held this 5th day of June, 2019, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: ________________________________ President ATTEST: _____________________________ District Secretary 38-1 SECTION 38 SERVICE FOR FIRE PROTECTION SYSTEMS 38.01 SERVICE FOR COMMERCIAL OR INDUSTRIAL PURPOSES The District will provide water service for fire pro- tection systems for commercial or industrial developments within the District. Such service shall be available only in accordance with the rules and regulations provided in this Code. 38.02 RULES AND REGULATIONS FOR FIRE HYDRANT AND/OR FIRE SPRINKLER SERVICE FOR COMMERCIAL OR INDUSTRIAL PURPOSES, OR MULTI-FAMILY RESIDENCES, ON PRIVATE PROPERTY A. All fire hydrant and/or fire sprinkler service mains installed for commercial or industrial purposes, or multi-family residences, on privately-owned land shall be owned and maintained by the land owner; except for fire hydrants installed for developments where the District has accepted an easement for such service mains. B. Where service is provided for fire hydrant or fire sprinkler service on privately-owned land under Paragraph A above, the service shall be provided by the District at the property line of the land to be served. The property owner or developer shall be responsible to construct and maintain the remainder of the facilities to pro- vide fire protection to the property. Each such facilities installation shall include a reduced pressure principle assembly backflow device installed in accordance with District specifica- tions on the fire main on the customer side of the property line. C. Water furnished for fire hydrant or fire sprin- kler service shall be used only for fire protec- tion purposes. Water service for domestic, busi- ness, commercial or irrigation purposes, or multi-family residences, shall be furnished only after a meter or meters have been installed on laterals connected to the District main in the street pursuant to requirements of this Code. D. Upon application for installation of one or more fire service connections to an existing District water main, the customer shall pay such charges 38-2 as shall be determined on the basis of actual costs incurred by the District in performing the work. At the time of application for the instal- lation, the District will estimate the total costs to be incurred in performing the work. The customer shall deposit the estimated amount with the District prior to commencement of the work. The work shall be performed by the District under a District Water/Sewer Order. If actual costs incurred by the District are less than the amount deposited, the District shall refund the balance of the deposit to the customer. If the costs incurred exceed the amount deposited, the cus- tomer shall reimburse the District for the addi- tional costs. Where the fire service connection is to be made to a water main to be constructed in a street by the owner or developer, the costs for such connection shall be covered under the standard developer's agreement with the District for installation of the water facilities for the development project. E. Water for fire protection services shall be pro- vided in accordance with District fees and charges set forth in Section 25.03 D.13.(c) of this Code. F. The District shall have no responsibility for the proper function of the fire service system nor for the availability of water from its mains for fire protection in the event of emergency. While the District undertakes at all times to have ade- quate supplies available in its system for ordi- nary uses, it is not a guarantor of continual service in quantities adequate for all purposes however, and each customer shall specifically agree that as a condition of the fire service connection contracted for that the District shall incur no liability nor be subject to any damages resulting from a failure or malfunctioning of the fire sprinkler lateral or fire sprinkler system or from a lack of water in adequate quantity or pressure to make it fully effective. 38.03 SERVICES FOR INDIVIDUALLY METERED RESIDENTIAL FIRE PROTECTION When a single-family residential water meter is required to provide standby capacity for a fire sprinkler system, the capacity charge may be 38-3 determined according to the size of the meter necessary to meet the water use requirements for the property. Additional capacity fees for upsizing the single-family residential meter to meet fire flow requirements will be waived. Standby capacity to provide water for a fire sprinkler system is required when (1) the fire sprinkler system is required by law, including any requirement imposed as a condition of development, permit, or occupancy, and (2) the fire chief, fire marshal, or building official of the city, county, or special district responsible for fire protection service to the property has a requirement for additional meter size due to fire protection. The determination, under this section, shall be made at the time the meter is first obtained, or at the time a meter is replaced with one of greater size due to the later installation of a fire protection system. When a separate meter is required, water for fire protection services shall be provided in accordance with District fees and charges set forth in Section 25.03 D.13.(c) of this Code. 38.04 FIRE SPRINKLER SERVICE FOR COMBINED MULTI & SINGLE FAMILY SITES A. Master metered residential sites that contain both multi-family and single-family units, as designated by the fire department withof jurisdiction, shall design and install the multi- family portion of the project in accordance with Section 38.02 (A through F). Portions of the site designated as single-family shall design and install fire sprinklers as required by the fire agency with jurisdiction. The District encourages the use of passive purge design in single-family home construction. Formatted: Indent: Left: 0", Hanging: 1" Formatted: Indent: Left: 0.5", Hanging: 0.5", Numbered +Level: 1 + Numbering Style: A, B, C, … + Start at: 1 + Alignment: Left + Aligned at: 1" + Indent at: 1.25" Attachment C 38-1 Revised by Ordinance 566 10/4/2017 SECTION 38 SERVICE FOR FIRE PROTECTION SYSTEMS 38.01 SERVICE FOR COMMERCIAL OR INDUSTRIAL PURPOSES The District will provide water service for fire pro- tection systems for commercial or industrial developments within the District. Such service shall be available only in accordance with the rules and regulations provided in this Code. 38.02 RULES AND REGULATIONS FOR FIRE HYDRANT AND/OR FIRE SPRINKLER SERVICE FOR COMMERCIAL OR INDUSTRIAL PURPOSES, OR MULTI-FAMILY RESIDENCES, ON PRIVATE PROPERTY A. All fire hydrant and/or fire sprinkler service mains installed for commercial or industrial purposes, or multi-family residences, on privately-owned land shall be owned and maintained by the land owner; except for fire hydrants installed for developments where the District has accepted an easement for such service mains. B. Where service is provided for fire hydrant or fire sprinkler service on privately-owned land under Paragraph A above, the service shall be provided by the District at the property line of the land to be served. The property owner or developer shall be responsible to construct and maintain the remainder of the facilities to pro- vide fire protection to the property. Each such facilities installation shall include a reduced pressure principle assembly backflow device installed in accordance with District specifica- tions on the fire main on the customer side of the property line. C. Water furnished for fire hydrant or fire sprin- kler service shall be used only for fire protec- tion purposes. Water service for domestic, busi- ness, commercial or irrigation purposes, or multi-family residences, shall be furnished only after a meter or meters have been installed on laterals connected to the District main in the street pursuant to requirements of this Code. Attachment C 38-2 D. Upon application for installation of one or more fire service connections to an existing District water main, the customer shall pay such charges as shall be determined on the basis of actual costs incurred by the District in performing the work. At the time of application for the instal- lation, the District will estimate the total costs to be incurred in performing the work. The customer shall deposit the estimated amount with the District prior to commencement of the work. The work shall be performed by the District under a District Water/Sewer Order. If actual costs incurred by the District are less than the amount deposited, the District shall refund the balance of the deposit to the customer. If the costs incurred exceed the amount deposited, the cus- tomer shall reimburse the District for the addi- tional costs. Where the fire service connection is to be made to a water main to be constructed in a street by the owner or developer, the costs for such connection shall be covered under the standard developer's agreement with the District for installation of the water facilities for the development project. E. Water for fire protection services shall be pro- vided in accordance with District fees and charges set forth in Section 25.03 D.13.(c) of this Code. F. The District shall have no responsibility for the proper function of the fire service system or for the availability of water from its mains for fire protection in the event of emergency. While the District undertakes at all times to have adequate supplies available in its system for ordinary uses, it is not a guarantor of continual service in quantities adequate for all purposes however, and each customer shall specifically agree that as a condition of the fire service connection contracted for that the District shall incur no liability or be subject to any damages resulting from a failure or malfunctioning of the fire sprinkler lateral or fire sprinkler system or from a lack of water in adequate quantity or pressure to make it fully effective. 38.03 SERVICES FOR INDIVIDUALLY METERED RESIDENTIAL FIRE PROTECTION Attachment C 38-3 When a single-family residential water meter is required to provide standby capacity for a fire sprinkler system, the capacity charge may be determined according to the size of the meter necessary to meet the water use requirements for the property. Additional capacity fees for upsizing the single-family residential meter to meet fire flow requirements will be waived. Standby capacity to provide water for a fire sprinkler system is required when (1) the fire sprinkler system is required by law, including any requirement imposed as a condition of development, permit, or occupancy, and (2) the fire chief, fire marshal, or building official of the city, county, or special district responsible for fire protection service to the property has a requirement for additional meter size due to fire protection. The determination, under this section, shall be made at the time the meter is first obtained, or at the time a meter is replaced with one of greater size due to the later installation of a fire protection system. When a separate meter is required, water for fire protection services shall be provided in accordance with District fees and charges set forth in Section 25.03 D.13.(c) of this Code. 38.04 FIRE SPRINKLER SERVICE FOR COMBINED MULTI & SINGLE FAMILY SITES A. Master metered residential sites that contain both multi-family and single-family units, as designated by the fire department with jurisdiction, shall design and install the multi- family portion of the project in accordance with Section 38.02 (A through F). Portions of the site designated as single-family shall design and install fire sprinklers as required by the fire agency with jurisdiction. The District encourages the use of passive purge design in single-family home construction. STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: June 5, 2019 SUBMITTED BY: Dan Martin Assistant Chief of Engineering PROJECT: Various DIV. NO. ALL APPROVED BY: Rod Posada, Chief, Engineering Mark Watton, General Manager SUBJECT: Informational Item – Third Quarter Fiscal Year 2019 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 CIP project expenditures and to highlight significant issues, progress, and milestones on major projects (see Attachment C). 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's reimbursement projects. The Third Quarter Fiscal Year 2019 update is intended to provide a detailed analysis of progress in completing these projects within the allotted time and budget of $24.52 million. Expenditures through the Third Quarter totaled approximately $17.05 million. Approximately 70% of the Fiscal Year 2019 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 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. DM/RP:jf P:\Forms\D-Construction\CIP Quarterly Reports\CIP Qtr Reports\FY 2019\Q3\Staff Report\BD 06-05-19 Staff Report Third Quarter FY 2019 CIP Report (DM-RP).docx Attachments: Attachment A – Committee Action Attachment B - Fiscal Year 2019 Third Quarter CIP Expenditure Report Attachment C – Presentation ATTACHMENT A SUBJECT/PROJECT: VARIOUS Informational Item – Third Quarter Fiscal Year 2019 Capital Improvement Program Report COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a Committee Meeting held on May 20, 2019. 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 2019 3RD QUARTER REPORT (Expenditures through 3/31/2019) ($000) ATTACHMENT B 2019 03/31/19 CIP No. Description Project Manager FY 2019 Budget Expenses Balance Expense to Budget % Budget Expenses Balance Expense to Budget % Comments CAPITAL FACILITY PROJECTS - P2040 Res - 1655-1 Reservoir 0.5 MG Cameron 5$ 33$ (28)$ 660% 3,400$ 566$ 2,834$ 17% Expenditures for this fiscal year are to update the Environmental documents. Expenses are within project budget. P2382 Safety and Security Improvements Payne 224 147 77 66% 3,251 3,219 32 99% Projects are on schedule for CIP closure end FY 2019. P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road Cameron 5 - 5 0% 650 - 650 0% This project is tied to P2553 and is driven by the City of Chula Vista. Construction is scheduled for FY 2022. P2451 Otay Mesa Desalination Conveyance and Disinfection System Kennedy 10 3 7 30% 3,975 3,823 152 96% EIR/EIS complete and Presidential permit issued. Continue meetings with DDW and AdR. P2453 SR-11 Utility Relocations Marchioro 25 58 (33) 232% 4,000 1,911 2,089 48% Schedule driven by Caltrans. Caltrans opened bids Q3 FY 2019. Completion of construction anticipated for FY 2021. Project expenditures within approved project budget. P2460 I.D. 7 Trestle and Pipeline Demolition Beppler 20 4 16 20% 600 10 590 2% Environmental surveys proposed to be performed in FY 2020 with demolition proposed for FY 2022. P2485 SCADA - Infrastructure and Communications Replacement Kerr 162 58 104 36% 2,428 2,084 344 86%On track for the remainder of the fiscal year. P2494 Multiple Species Conservation Plan Coburn-Boyd 50 18 32 36% 1,000 928 72 93% The project is under review at USFWS and should not have any budget used for the rest of FY 2019. P2500 Padre Dam - Otay Interconnection Dehesa Valley Marchioro 5 - 5 0% 140 - 140 0% Project is driven by Padre Dam pipeline extension to District boundary. Project will be deferred in FY 2020 budget. P2504 Regulatory Site Access Road and Pipeline Relocation Cameron 5 - 5 0% 354 331 23 94%Project is driven by County Fire. P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage Marchioro - - - 0% 900 - 900 0%No expenditures anticipated in FY 2019. Completion of construction anticipated FY 2024. P2521 Large Meter Vault Upgrade Program Carey 25 1 24 4% 620 308 312 50% On track. Staff will be using the rest of the year to upgrade and fix various large meter vaults throughout the District. P2547 District Administration Vehicle Charging Stations Cameron 5 - 5 0% 125 73 52 58%The project is complete and will be closed at the end of the fiscal year. P2553 Heritage Road Bridge Replacement and Utility Relocation Cameron 80 3 77 4% 1,430 29 1,401 2% Project is in the Planning stage. Project is driven by the City of Chula Vista's schedule for replacement, the City has delayed the design, but has not updated the construction schedule. At this time construction is scheduled for FY 2022. P2571 Datacenter Network- Data, Storage, and Infrastructure Enhancements Kerr 100 81 19 81% 200 81 119 41% Remaining balance will be utilized for additional datacenter hardware this coming FY 2020. P2572 Enterprise Resource Planning (ERP) Replacement Kerr - - - 0% 500 - 500 0%No expenditures budgeted in FY 2019. This work will begin FY 2021. P2584 Res - 657-1 and 657-2 Reservoir Demolitions Marchioro - - - 0% 1 - 1 0% No expenditures anticipated in FY 2019. These Reservoirs are scheduled to be removed at the end of their useful life. P2608 PL - 8-inch, 850 Zone, Coronado Ave, Chestnut/Apple Cameron 40 15 25 38% 450 15 435 3%Work has begun on preliminary design report P2611 Quarry Road Bridge Replacement and Utility Relocation Cameron 10 14 (4) 140% 1,000 26 974 3% Project is in the early Planning stage. Project is driven by County's schedule for replacement. P2612 PL - 12-inch, 711 Zone, Pas de Luz/Telegraph Canyon Rd Cameron 10 14 (4) 140% 500 14 486 3%Work has begun on preliminary design report.P2614 485-1 Reservoir Interior/Exterior Coating Cameron - - - 0% 895 - 895 0%No expenditures in FY 2019. P2617 Lobby Security Enhancements Payne 145 20 125 14% 150 21 129 14% Customer Service Area on schedule for completion FY 2019 to early FY 2020; Public Service enhancements scheduled mid-FY 2020. P2619 PS - Temporary Lower Otay Pump Station Redundancy Marchioro 200 179 21 90% 1,800 277 1,523 15% A construction contract award to install redundant trailer scheduled for FY 2020 Q1. Delivery of redundant trailer scheduled for FY 2020 Q2. Completion of construction anticipated FY 2020. P2623 Central Area to Otay Mesa Interconnection Pipelines Combination Air/Vacuum Valve Replacements Marchioro 130 103 27 79% 270 204 66 76% Construction completed FY 2019 Q1. Project one year warranty scheduled to complete in FY 2020 Q1. P2630 624-3 Reservoir Automation of Chemical Feed System Cameron 5 - 5 0% 385 - 385 0%Budget for preliminary planning. P2635 Vista Diego Hydropneumatic Tank Replacement Marchioro 10 - 10 0% 400 - 400 0% No expenditures anticipated in FY 2019. Commencement of planning and design phase pending coordination with P2640. P2636 980-2 PS Surge Tank Interior/Exterior Coating Cameron 150 6 144 4% 175 6 169 3% This project was cancelled and replaced with a new CIP next fiscal year. P2637 Survey Division Field GPS Equipment Replacement O'Donnell 35 35 - 100% 35 35 - 100%Equipment purchased in FY 2019 Q1. P2638 Buildings and Grounds Refurbishments Payne 57 10 47 18% 114 10 104 9% Exterior Admin paint late FY 2019 early FY 2020; Landscape in process through mid FY 2020. FISCAL YEAR-TO-DATE, 03/31/19 LIFE-TO-DATE, 03/31/19 Y:\Board\CurBdPkg\ENGRPLAN\2019\BD 06-05-2019\CIP Update for Q3 FY 2019\FY19 3rd qtr exp 2 FINAL.xlsx Page 1 of 4 5/16/2019 FISCAL YEAR 2019 3RD QUARTER REPORT (Expenditures through 3/31/2019) ($000) ATTACHMENT B 2019 03/31/19 CIP No. Description Project Manager FY 2019 Budget Expenses Balance Expense to Budget % Budget Expenses Balance Expense to Budget % Comments FISCAL YEAR-TO-DATE, 03/31/19 LIFE-TO-DATE, 03/31/19 P2639 Vista Diego Hydropneumatic Pump Station Replacement Marchioro 5 - 5 0% 175 - 175 0% No expenditures anticipated in FY 2019. Commencement of planning and design phase pending coordination with P2640. P2640 Portable Trailer Mounted VFD Pumps Marchioro 30 45 (15) 150% 400 45 355 11%Board award for purchase order to procure trailer anticipated Q1 FY 2020. Project on track. P2641 Rancho Jamul Hydropneumatic Tank Replacement Marchioro 1 - 1 0% 300 - 300 0% No expenditures anticipated in FY 2019. Commencement of planning and design phase pending coordination with P2040 and P2640. P2642 Rancho Jamul Pump Station Replacement Marchioro 5 - 5 0% 2,500 - 2,500 0%No expenditures anticipated in FY 2019. Completion of construction anticipated FY 2024. P2643 980-1 Pump Station Surge Tanks Replacement Marchioro - - - 0% 350 - 350 0% No expenditures anticipated in FY 2019. Completion of construction anticipated FY 2024. P2644 803-1 Pump Station Surge Tank Replacement Marchioro - - - 0% 350 - 350 0%No expenditures anticipated in FY 2019. Completion of construction anticipated FY 2024. P2645 Rolling Hills Hydropneumatic Tank Interior/Exterior Coating Cameron 5 - 5 0% 225 - 225 0% This project was cancelled and replaced with a new CIP next fiscal year. P2646 North District Area Cathodic Protection Improvements Marchioro - - - 0% 800 - 800 0% No expenditures anticipated in FY 2019. Completion of construction anticipated FY 2024. P2647 Central Area Cathodic Protection Improvements Marchioro - - - 0% 1,000 - 1,000 0% No expenditures anticipated in FY 2019. Completion of construction anticipated FY 2023. P2648 Otay Mesa Area Cathodic Protection Improvements Marchioro 40 13 27 33% 400 13 387 3% Advanced planning work began FY 2019 Q3. Design scheduled for FY 2020. P2649 HVAC Equipment Purchase Payne 21 10 11 48% 130 10 120 8%OPS HVAC replaced late FY 2019; subsequent replacement to follow per CIP schedule. R2110 RecPS - 944-1 Optimization and Pressure Zone Modifications Marchioro 25 10 15 40% 200 148 52 74% Pressure reducing station work completed under budget FY 2019 Q1. Project on track. R2116 RecPL - 14-Inch, 927 Zone, Force Main Improvements Marchioro 24 62 (38) 258% 2,218 2,186 32 99% Construction completed FY 2018 Q3. Project one year warranty completed in FY 2019 Q3. Project budget adjusted for FY 2020. R2118 Steele Canyon Sewer PS Large Solids Handling Improvements Beppler 105 74 31 70% 175 107 68 61% Construction completed in Q3, preparation of as-builts and final change order to be performed in Q4. R2120 RWCWRF Filtered Water Storage Tank Improvements Beppler 50 - 50 0% 500 29 471 6%Project to be packaged with the coating of another storage tank scheduled for FY 2020. R2123 Repurpose Otay Mesa Recycled Water Lines Beppler 5 6 (1) 120% 350 6 344 2%Review of system begun in Q3. R2125 RecPRS - 927/680 PRS Improvements, Otay Lakes Road Marchioro 45 10 35 22% 200 14 186 7% Project scope revised as part of FY 2020 budget process. R2146 Recycled Pipeline Cathodic Protection Improvements Marchioro 20 - 20 0% 600 - 600 0% Planning phase scheduled to begin late FY 2019. Completion of construction anticipated FY 2022. R2149 680-1R PS Surge Tank Interior/Exterior Coating Cameron 5 - 5 0% 175 - 175 0% This project was cancelled and replaced with a new CIP next fiscal year. R2150 RWCWRF - Secondary Chlorine Analyzer and Feed System Beppler 40 32 8 80% 55 32 23 58%Construction completed in Q3. S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement Beppler 50 - 50 0% 1,800 1,111 689 62% County invoice received indicates no capital improvement reimbursements for this fiscal year. S2027 Rancho San Diego Pump Station Rehabilitation Beppler 5 1 4 20% 3,500 3,050 450 87% Construction completed in 2019 Q1. Expect County to make final budget adjustment after warranty period is over in FY 2020 Q1. S2043 RWCWRF Sludge Handling System Beppler 5 1 4 20% 51 41 10 80% Initiated obtaining proposals from consultants to update the draft solids report based on latest Metro cost projections. Start study in Q4. S2047 Asset Management - Info Master Sewer Implementation Zhao 28 - 28 0% 58 38 20 66%No expenditures in FY 2019. Project start has been moved to FY 2020. S2061 RWCWRF Aeration Controls Consolidation & Optimization Upgrades (S) Beppler 10 - 10 0% 190 - 190 0% Prepare scope of work in FY 2019 Q4 after aeration panels replacement and confirmation of aeration system operation. S2065 RWCWRF - TOC Monitor Beppler 30 23 7 77% 30 23 7 77%Installation completed. S2067 RWCWRF Roofing Replacement and Natural Light Enhancement Payne 20 - 20 0% 165 - 165 0% Consultant engaged late FY 2019; TP replacement FY 2020. Total Capital Facility Projects Total: 2,087 1,089 998 52%46,645 20,824 25,821 45% REPLACEMENT/RENEWAL PROJECTS P2083 PS - 870-2 Pump Station Replacement Marchioro 7,900 4,980 2,920 63% 18,950 11,337 7,613 60%Construction on track for completion in FY 2020 Q3. P2174 PS - 1090-1 Pump Station Replacement (400 gpm) Marchioro 150 16 134 11% 2,500 20 2,480 1% Planning work performed in Q3. Design work to begin in Q4. P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road - at Santa Paula Marchioro - - - 0% 2,280 - 2,280 0% Project reviewed with hydraulic modeling in Q3 and found to be unnecessary P2507 East Palomar Street Utility Relocation Cameron 5 3 2 60% 735 728 7 99% Partial reimbursement received. Caltrans working on final reimbursement payment. P2508 Pipeline Cathodic Protection Replacement Program Marchioro 542 318 224 59% 1,250 1,042 208 83% Construction on track for completion in FY 2019 Q4. Y:\Board\CurBdPkg\ENGRPLAN\2019\BD 06-05-2019\CIP Update for Q3 FY 2019\FY19 3rd qtr exp 2 FINAL.xlsx Page 2 of 4 5/16/2019 FISCAL YEAR 2019 3RD QUARTER REPORT (Expenditures through 3/31/2019) ($000) ATTACHMENT B 2019 03/31/19 CIP No. Description Project Manager FY 2019 Budget Expenses Balance Expense to Budget % Budget Expenses Balance Expense to Budget % Comments FISCAL YEAR-TO-DATE, 03/31/19 LIFE-TO-DATE, 03/31/19 P2529 711-2 Reservoir Interior & Exterior Coating Cameron 5 7 (2) 140% 820 810 10 99% Warranty repairs completed. Project will be closed. P2530 711-1 Reservoir Interior & Exterior Coating Cameron 5 10 (5) 200% 980 964 16 98% Warranty repairs completed. Project will be closed. P2531 944-1 Reservoir Interior & Exterior Coating Cameron 5 3 2 60% 345 324 21 94% Warranty repairs completed. Project will be closed. P2532 944-2 Reservoir Interior & Exterior Coating Cameron 5 6 (1) 120% 960 946 14 99% Warranty repairs completed. Project will be closed. P2533 1200-1 Reservoir Interior & Exterior Coating Cameron 5 4 1 80% 810 11 799 1%Budget for preliminary planning. P2534 978-1 Reservoir Interior & Exterior Coating Cameron 5 1 4 20% 650 595 55 92% Construction completed FY 2018. Project is in the two year warranty period. P2535 458-2 Reservoir Interior & Exterior Coating & Upgrades Cameron 5 6 (1) 120% 810 786 24 97%Budget is for warranty repairs; scheduled for Q3. P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations Cameron 45 13 32 29% 1,090 939 151 86% Project is driven by SANDAG. Expenditures within overall project budget. P2543 850-1 Reservoir Interior/Exterior Coating Cameron 5 2 3 40% 875 9 866 1% More work was completed in FY 2018 Q4 than anticipated. Expenditures within budget. Project accepted in November 2018, and is in the 2 year warranty period. P2544 850-2 Reservoir Interior/Exterior Coating Cameron 5 14 (9) 280% 980 834 146 85% Phase II construction expenditures were expected to be completed in FY 2018, but the contractor was delayed by an unresponsive sub-contractor. Expenditures for FY 2019 will be over the Fiscal Year budget, but all expenditures will be within the approved CIP budget. P2545 980-1 Reservoir Interior Exterior Coating Cameron 5 13 (8) 260% 1,215 1,201 14 99%Warranty repairs completed. Project will be closed. P2546 980-2 Reservoir Interior/Exterior Coating Cameron 695 340 355 49% 1,690 1,686 4 100% More work was completed in FY 2018 Q4 than anticipated. Expenditures within budget. Project accepted in November 2018, and is in the 2 year warranty period. P2555 Administration and Operations Parking Lot Improvements Cameron 25 268 (243) 1072% 985 851 134 86% Phase II construction expenditures were expected to be completed in FY 2018, but the contractor was delayed by an unresponsive sub-contractor. Expenditures for FY 2019 will be over the Fiscal Year budget, but all expenditures will be within the approved CIP budget. P2557 520 Res Recirculation Pipeline Chemical Supply and Analyzer Feed Replacement Project Beppler 60 47 13 78% 125 107 18 86%Project substantially completed in Q3, final completion scheduled for FY 2019 Q4. P2561 Res - 711-3 Reservoir Cover/Liner Replacement Marchioro 2,195 1,552 643 71% 2,300 1,604 696 70% Construction on track for completion in FY 2019 Q4. P2562 Res - 571-1 Reservoir Cover/Liner Replacement Marchioro 170 44 126 26% 2,900 2,707 193 93% As part of the larger 870-2 Pump Station project, the 571-1 Reservoir was placed back into service April 2018. P2563 Res - 870-1 Reservoir Cover/Liner Replacement Marchioro 1 - 1 0% 1,000 3 997 0% Replacement scheduled for FY 2022 to coincide with completion of new 870-2 Pump Station. Existing cover/liner materials analyzed by laboratory in FY 2017 suggested sufficient remaining life. P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades Cameron 755 253 502 34% 1,200 253 947 21%Construction is ongoing. Project is within budget. P2566 520-2 Reservoir Interior/Exterior Coating & Upgrades Cameron 10 - 10 0% 1,500 - 1,500 0%This project will be closed.P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0% 905 - 905 0%No expenditures for FY 2019. P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road Beppler 150 242 (92) 161% 2,580 2,571 9 100% Construction completed in FY 2019 Q1. No additional expenditures anticipated for FY 2019. P2574 PL - 12-Inch Pipeline Replacement, 978 Zone, Vista Vereda Beppler 500 152 348 30% 1,640 477 1,163 29% Construction in progress with completion estimated for FY 2020 Q1. P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm Marchioro - - - 0% 10,000 - 10,000 0% Replacement scheduled for FY 2023-2024 to coincide with development of Villages 4, 8, 9, & 3. P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0% 840 - 840 0%No expenditures for FY 2019. P2594 Large Meter Replacement Carey 95 79 16 83% 625 421 204 67%Majority of change-outs will be completed in FY 2019 Q3 & Q4. P2604 AMR Change Out Carey 1,800 2,118 (318) 118% 6,290 4,313 1,977 69% On track. Completing fiscal year change-outs in Q4. P2605 458/340 PRS Replacement, 1571 Melrose Ave Marchioro 75 24 51 32% 325 28 297 9%Planning and design on track for completion FY 2020 Q1. Construction scheduled for FY 2020. P2607 Douglas Ave SWA and OWD Interconnection Upgrade Beppler 37 3 34 8% 50 3 47 6% SWA design completion expected in FY 2019 Q4 with construction in FY 2020. P2609 PL - 8-inch, 1004 Zone, Eucalyptus St, Coronado/Date/La Mesa Cameron 10 15 (5) 150% 540 15 525 3%Work has begun on preliminary design report Y:\Board\CurBdPkg\ENGRPLAN\2019\BD 06-05-2019\CIP Update for Q3 FY 2019\FY19 3rd qtr exp 2 FINAL.xlsx Page 3 of 4 5/16/2019 FISCAL YEAR 2019 3RD QUARTER REPORT (Expenditures through 3/31/2019) ($000) ATTACHMENT B 2019 03/31/19 CIP No. Description Project Manager FY 2019 Budget Expenses Balance Expense to Budget % Budget Expenses Balance Expense to Budget % Comments FISCAL YEAR-TO-DATE, 03/31/19 LIFE-TO-DATE, 03/31/19 P2610 Valve Replacement Program - Phase 1 Cameron 95 2 93 2% 275 22 253 8% Delivery of this project is anticipated by FY 2019 Q4. Operations is taking the lead on this project. P2615 PL - 12-Inch Pipeline Replacement, 803 PZ, Vista Grande Beppler 20 13 7 65% 1,200 13 1,187 1%Initiation of preliminary design report in FY 2019 Q3. P2616 PL - 12-Inch Pipeline Replacement, 978 Zone, Pence Dr/Vista Sierra Dr Beppler 180 18 162 10% 2,500 34 2,466 1% Initiation of preliminary design report in FY 2019 Q3. P2625 PL - 12-inch, 978 Zone, Hidden Mesa Road Beppler 1,000 648 352 65% 2,210 784 1,426 35% Construction in progress with completion estimated for FY 2020 Q1. P2627 458/340 PRS Replacement, 1505 Oleander Ave Marchioro 75 32 43 43% 325 32 293 10% Planning work performed in Q3. Design work to begin in Q4. P2631 1485-2 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0% 55 - 55 0%No expenditures in FY 2019. P2633 Otay Mesa Rd and Alta Rd Water Appurtenances Relocations Beppler 10 2 8 20% 500 2 498 0% The District has shifted the required relocation to developers and will close out this project at the end of FY 2019. P2634 Rolling Hills Hydropneumatic Pump Station Jockey Pump Replacement Anderson 35 35 - 100% 35 35 - 100%Project completed in FY 2019 Q2. P2651 Automatic Data Processing Koeppen 20 - 20 0% 20 - 20 0%The project has been postponed indefinitely as ADP was not able to meet our requirements. R2121 Res - 944-1 Reservoir Cover/Liner Replacement Marchioro 1 - 1 0% 1,400 19 1,381 1% Replacement scheduled for FY 2021 since dive inspection completed in FY 2016 suggested five years remaining life. R2139 RWCWRF - Filter Troughs Replacement Beppler 15 34 (19) 227% 40 34 6 85%Construction completed during FY 2019 Q2. R2143 AMR Change Out Carey 165 127 38 77% 525 232 293 44% On track. Completing fiscal year change-outs in Q4. R2145 RWCWRF - Filter Media and Nozzles Replacement Beppler 130 117 13 90% 130 117 13 90%Construction completed in FY 2019 Q3. R2147 RWCWRF Fuel Lines Replacement Marchioro 150 46 104 31% 225 46 179 20%Design and construction on track for completion FY 2019. R2148 Large Meter Replacement - Recycled Carey 8 - 8 0% 58 - 58 0% Large meter testing began in Q2 and change-outs scheduled for FY 2019 Q4. R2151 RWCWRF - Bulk Chlorine Vapor Scrubber System Refurbishment Lintner 35 39 (4) 111% 40 39 1 98%Project completed in FY 2019 Q3. S2024 Campo Road Sewer Main Replacement Beppler 4,000 3,450 550 86% 10,530 8,494 2,036 81% Construction expected to be substantially complete in FY 2020 Q1 with demolition work performed after the breeding season in Q2. S2044 Trenchless Sewer Rehabilitation Beppler 5 - 5 0% 550 476 74 87% One year warranty was over in FY 2019 Q1. CIP to be closed. S2045 Fuerte Drive Sewer Relocation Beppler 10 18 (8) 180% 370 278 92 75%Construction completed in FY 2019 Q1. S2046 RWCWRF - Aeration Panels Replacement Beppler 100 143 (43) 143% 450 236 214 52%Construction completed in FY 2019 Q3. S2048 Hillsdale Road Sewer Repairs Beppler 10 77 (67) 770% 720 691 29 96% Construction completed in FY 2019 Q1. Invoicing carried over from FY 2018. S2049 Calavo Basin Sewer Rehabilitation - Phase 2 Beppler 20 9 11 45% 1,000 16 984 2%Planning work performed in FY 2019 Q3. S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 Beppler 20 1 19 5% 1,300 1 1,299 0%Planning work performed in FY 2019 Q3. S2051 RWCWRF - Headworks Improvements Beppler 165 164 1 99% 250 239 11 96%Construction completed in FY 2019 Q3. S2053 RWCWRF - Sedimentation Basins Weirs Replacement Beppler 5 51 (46) 1020% 60 53 7 88%Construction completed during FY 2019 Q2.S2054 Calavo Basin Sewer Rehabilitation - Phase 3 Beppler - - - 0% 1,300 - 1,300 0%No action planned for this fiscal year. S2060 Steele Canyon Pump Station Replacement Beppler - - - 0% 200 - 200 0%No action planned for this fiscal year. S2066 Rancho San Diego Basin Sewer Rehabilitation - Phase 3 Beppler - - - 0% 290 - 290 0%No action planned for this fiscal year. Total Replacement/Renewal Projects Total: 21,544 15,559 5,985 72%97,303 47,478 49,825 49% CAPITAL PURCHASE PROJECTS P2282 Vehicle Capital Purchases Rahders 520 237 283 46% 5,928 4,382 1,546 74% $184,537 for remaining vehicles + $20,000 for outfitting will be issued in Q4 FY 2019. P2286 Field Equipment Capital Purchases Rahders 363 163 200 45% 2,250 1,633 617 73% $163,925 for equipment + $10,000 for outfitting will be issued in Q4 FY 2019. Total Capital Purchase Projects Total: 883 400 483 45%8,178 6,015 2,163 74% DEVELOPER REIMBURSEMENT PROJECTS P2595 PL - 16-inch, 624 Zone, Village 3N - Heritage Road, Main St/Energy Way Beppler 1 - 1 0% 150 - 150 0%Project under construction. R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media Beppler 14 - 14 0% 365 1 364 0%Project under construction. Total Developer Reimbursement Projects Total: 15 - 15 0%515 1 514 0% 122 GRAND TOTAL 24,529$ 17,048$ 7,481$ 70% 152,641$ 74,318$ 78,323$ 49% Y:\Board\CurBdPkg\ENGRPLAN\2019\BD 06-05-2019\CIP Update for Q3 FY 2019\FY19 3rd qtr exp 2 FINAL.xlsx Page 4 of 4 5/16/2019 Otay Water District Capital Improvement Program Fiscal Year 2019 Third Quarter (through March 31, 2019) ATTACHMENT C 870-2 Pump Station – Station Construction 03/29/2019 Background The approved CIP Budget for Fiscal Year 2019 consists of 106 projects that total $24.5 million. These projects are broken down into four categories. 1.Capital Facilities $ 2.1 million 2.Replacement/Renewal $21.5 million 3.Capital Purchases $ 0.9 million 4.Developer Reimbursement $ 15.0 thousand Overall expenditures through the Third Quarter of Fiscal Year 2019 totaled $17.0 million, which is approximately 70% of the Fiscal Year budget. 2 Fiscal Year 2019 Third Quarter Update ($000) CIP CAT Description FY 2019 Budget FY 2019 Expenditures % FY 2019 Budget Spent Total Life-to-Date Budget Total Life-to-Date Expenditures % Life-to-Date Budget Spent 1 Capital Facilities $2,087 $1,089 52% $46,645 $20,824 45% 2 Replacement/ Renewal $21,544 $15,559 72% $97,303 $47,478 49% 3 Capital Purchases $883 $400 45% $8,178 $6,015 74% 4 Developer Reimbursement $15 $0 0% $515 $1 0% Total: $24,529 $17,048 70% $152,641 $74,318 49% 3 Fiscal Year 2019 Third Quarter CIP Budget Forecast vs. Expenditures 4 $17,048,000 $- $5,000,000 $10,000,000 $15,000,000 $20,000,000 $25,000,000 $30,000,000 Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun FISCAL YEAR PERIOD IN MONTHS Budget Forecast Total Expenditures $24,529,000 5 CIP Projects in Construction 870-2 Pump Station Replacement Project (P2083/P2562) Replacement of existing 870 High Head and Low Head Pump Stations. Remove and Replace the existing 571-1 Reservoir liner and cover. $21.65M Budget Start: July 2017 Completion: December 2019 870-2 Pump Station Interior – Pump Room Division No. 2 Location: North East corner of Otay Mesa. Existing 571-1 Reservoir and High Head/Low Head Pump Station site. 6 03/29/2019 CIP Projects in Construction 803-2 Reservoir Interior/Exterior Coating & Upgrades Project (P2565) Remove and replace existing interior and exterior coatings. Construct structural upgrades to increase the service life. $1.20M Budget Start: December 2018 Completion: August 2019 803-2 (2.0 MG) – Interior Roof System Replacement Division No. 5 Location: 803-2 Reservoir is located adjacent to Willow Glen Drive. 7 01/17/2019 CIP Projects in Construction 711-3 Floating Cover and Liner Replacement (P2561) Remove and replace existing floating cover and liner with new reinforced Chlorosulfonated Polyethylene (CSPE) geomembrane cover and liner. $2.3M Budget Start: August 2018 Completion: June 2019 711-3 (16.0 MG) – New Cover Installation Division No. 5 Location: 711-3 is located at the north end of Hunte Parkway in Chula Vista. 8 03/29/2019 CIP Projects in Construction Campo Road Sewer Replacement Project (S2024) Replace existing 10- inch sewer with 7,420 linear feet of new 15- inch sewer. Reconnection of sewer laterals. Night work. $10.10M Budget Start: July 2017 Estimated Completion: December 2019 Eastbound Campo Road / SR 94 – East Bore Receiving Pit Installation Division No. 5 Location: Campo Road (SR 94) between Rancho San Diego Village Shopping Center and Rancho San Diego Towne Center. 9 03/13/2019 CIP Projects in Construction Pipeline Cathodic Protection Improvements Phase II (P2508) Installation of pipeline cathodic protection improvements at Willow Glen, Sweetwater Bridge, Proctor Valley Road, Salt Creek, and Interconnect Pipeline. $1.25M Budget Start: October 2018 Estimated Completion: June 2019 Proctor Valley Road – Segment 4 Cathodic Testing Division Nos. 1 - 3, & 5 Location: Various locations. 10 03/21/2019 CIP Projects in Construction RWCWRF Headworks Improvements (S2051) & Steele Bridge Sewage Pump Station Wet Well Improvements (R2118) Replace existing concrete wall at Headworks. Install new screen and top slab at wet well. $0.43M Budget Start: December 2018 Completion: March 2019 RWCWRF Headworks – concrete wall replacement Division No. 3 Location: RWCWRF and Steele Bridge Pump Station - Singer Lane, Spring Valley. 11 03/27/2019 CIP Projects in Construction Vista Vereda and Hidden Mesa Road Water Line Replacement (P2574/P2625) Replace existing waterlines. Construct 3,700 LF of new 12-inch waterline. Construct 400 LF of new 8-inch waterline. $3.17M Budget Start: December 2018 Estimated Completion: September 2019 Hidden Mesa Road –Waterline backfill operations Division No. 5 Location: Hidden Mesa Road and Vista Vereda in El Cajon. 12 03/12/2019 Construction Contract Status 13 PROJECT TOTAL % S2045 Fuerte Drive Sewer Relocation Burtech Pipeline, Inc.$169,490 $193,690 $4,082 2.4% $179,572 $179,572 -7.3% 100.0%July 2018 P2573 S2048 Hillsdale Road 12- inch Waterline Replacement and Sewer Repairs *** TC Construction Company, Inc.$2,245,060 $2,396,060 $332,569 14.8% $2,591,949 $2,591,949 8.2% 100.0%July 2018 P2623 Interconnect AirVac Valve Replacement M-Rae Engineering Inc.$78,000 $83,000 $0 0.0% $79,310 $79,310 -4.4% 100.0% August 2018 P2555 OWD Administration & Operations Parking Lot Improvements Ph. II - Pavement Restoration Frank and Son Paving, Inc.$152,646 $165,046 $11,448 7.5% $169,094 $169,094 2.5% 100.0% December 2018 P2546 980-2 Reservoir Interior/Exterior Coating & Upgrades Simpson Sandblasting & Special Coating, Inc. $998,452 $1,146,327 $229,249 23.0% $1,375,576 $1,375,576 20.0% 100.0% September 2018 P2508 Pipeline CP Improvements - Phase II M-Rae Engineering Inc.$329,500 $347,000 $0 0.0% $333,119 $228,269 -4.0% 68.5%June 2019 S2051/ R2118 RWCWRF Headworks Improvements and Steele Bridge Sewage PS Wet Well Improvements Tharsos Inc. $201,665 $223,490 $7,579 3.8% $217,685 $217,685 -2.6% 100.0%March 2019 CURRENT CONTRACT AMOUNT TOTAL EARNED TO DATE CIP NO. PROJECT TITLE CONTRACTOR BASE BID AMOUNT CONTRACT AMOUNT W/ ALLOWANCES % CHANGE ORDERS W/ ALLOWANCE CREDIT** % COMPLETE EST. COMP. DATE NET CHANGE ORDERS LTD* Construction Contract Status 14 PROJECT TOTAL % FY 2019 CIP CONSTRUCTION PROJECTS CURRENT CONTRACT AMOUNT TOTAL EARNED TO DATE CIP NO. PROJECT TITLE CONTRACTOR BASE BID AMOUNT CONTRACT AMOUNT W/ ALLOWANCES % CHANGE ORDERS W/ ALLOWANCE CREDIT** % COMPLETE EST. COMP. DATE NET CHANGE ORDERS LTD* P2561 Reservoir 711-3 Floating Cover and Liner Replacement Layfield USA Corporation $1,947,000 $1,997,000 $0 0.0% $1,957,000 $1,734,750 -2.0% 88.6%June 2019 P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades Advanced Industrial Services Inc.$737,690 $951,690 $0 0.0% $800,465 $146,485 -15.9% 18.3% August 2019 P2574/ P2625 Vista Vereda and Hidden Mesa Road Water Line Replacement Cass-Arrieta Construction $2,718,239 $2,848,364 $0 0.0% $2,719,534 $1,129,645 -4.5% 41.5% September 2019 R2147 RWCWRF Fuel System Improvements Jauregui & Culver, Inc.$153,092 $158,092 $0 0.0% $153,092 $0 -3.2% 0.0%June 2019 S2024 Campo Road Sewer Replacement Project Wier Construction Corporation $7,623,146 $7,816,646 $230,458 3.0% $7,967,604 $6,359,663 1.9% 79.8% December 2019 P2083 P2562 870-2 Pump Station Replacement/ 571-1 Reservoir Liner and Cover Replacement Pacific Hydrotech Corporation $16,500,900 $16,925,900 $139,832 0.8% $16,715,700 $10,719,051 -1.2% 64.1% December 2019 TOTALS: $33,854,880 $35,252,305 $955,217 2.8%$35,259,699 $24,931,049 0.0% ***PROJECT DOES NOT INCLUDE $149,280 OF ADDITIONAL SCOPE FOR SDRMA FUNDED PAVEMENT, SIDEWALK, CURB AND GUTTER REPAIRS ON HILLDALE ROAD **THIS CHANGE ORDER RATE INCLUDES THE CREDIT FOR UNUSED ALLOWANCES *NET CHANGE ORDERS DO NOT INCLUDE ALLOWANCE ITEM CREDITS. IT'S A TRUE CHANGE ORDER PERCENTAGE FOR THE PROJECT Consultant Contract Status 15 Consultant Contract Status 16 Consultant Contract Status 17 QUESTIONS?QUESTIONS? 18