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HomeMy WebLinkAbout02-14-17 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 TUESDAY February 14, 2017 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. AWARD A CONSTRUCTION CONTRACT TO INSITUFORM TECHNOLOGIES, LLC FOR THE TRENCHLESS SEWER REHABILITATION PROJECT IN AN AMOUNT NOT-TO-EXCEED $373,954.00 (MARTIN) [5 min] 4. ADOPT RESOLUTION NO. 4328 FIXING TERMS AND CONDITIONS FOR THE AN- NEXATION OF CERTAIN REAL PROPERTIES OWNED BY OTAY VALLEY QUAR- RY, LLC (APN 644-060-24-00) TO OTAY WATER DISTRICT WATER IMPROVE- MENT DISTRICTS 22 AND 27 (MARTIN) [5 min] 5. SECOND QUARTER OF FISCAL YEAR 2017 CAPITAL IMPROVEMENT PROGRAM UPDATE REPORT (MARTIN) [5 minutes] 6. FISCAL YEAR (FY) 2017 MID-YEAR REPORT FOR THE DISTRICT’S FY2015-2018 STRATEGIC PLAN (SEGURA) [10 minutes] 7. ADJOURNMENT 2 BOARD MEMBERS ATTENDING: Tim Smith, Chair Hector Gastelum 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 February 10, 2017 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 10, 2017. /s/ Susan Cruz, District Secretary STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 1, 2017 SUBMITTED BY: Dan Martin Engineering Manager PROJECT: S2044-001103 DIV. NO.: 5 APPROVED BY: Rod Posada, Chief, Engineering German Alvarez, Assistant General Manager Mark Watton, General Manager SUBJECT: Award of a Construction Contract to Insituform Technologies, LLC for the Trenchless Sewer Rehabilitation Project GENERAL MANAGER’S RECOMMENDATION: That the Otay Water District (District) Board of Directors (Board) award a construction contract to Insituform Technologies, LLC (Insituform) and to authorize the General Manager to execute an agreement with Insituform for the Trenchless Sewer Rehabilitation Project in an amount not-to-exceed $373,954.00 (see Exhibit A for Project location). COMMITTEE ACTION: Please see Attachment A. PURPOSE: To obtain Board authorization for the General Manager to enter into a construction contract with Insituform in an amount not-to-exceed $373,954.00 for the Trenchless Sewer Rehabilitation Project (Project). ANALYSIS: The District provides sanitary sewer collection service in the Jamacha drainage basin located in the northern area of the District. 2 Deficiencies throughout the sewer service area have been observed and documented by closed-circuit television inspection and condition assessment. This phase of sewer improvements consists of sewer system repairs at 60 locations throughout the sewer collection system, but primarily within the Calavo and Rancho San Diego Basins (see Exhibit A for Project location). This Project is one of several that will address the noted deficiencies to maintain the sewer collection system. The sewer improvements involve the trenchless repair of approximately 3,600 linear feet of 8-inch gravity sewer with cured-in-place-pipe (CIPP) lining, 17 spot CIPP repairs totaling about 150 linear feet, re-establishment of 67 sewer laterals, installation of about 86 lateral liners (Brim and T-Style), appurtenances, traffic control, and all testing and inspection as required by the Contract Documents. Staff prepared the contract documents in-house together with assistance from the District’s As-Needed Engineering Consultant. The Project was advertised for bid on December 14, 2016 using BidSync, an online bid solicitation website. The Project was also advertised in the Daily Transcript. BidSync provided electronic distribution of the Bid Documents, including specifications, plans, and addendums. Due to the nature of the project, a Pre-Bid Meeting was not held. One (1) addendum was issued to distribute the County of San Diego Permit. Bids were publicly opened on January 24, 2017, with the following results: CONTRACTOR TOTAL BID AMOUNT 1 Southwest Pipeline & Trenchless Corp. Torrance, CA $415,394.00 2 Insituform Technologies, LLC Chesterfield, MO $373,954.00 3 NU-Line Technologies, LLC Encinitas, CA $374,864.00 4 SANCON Technologies Huntington Beach, CA $374,442.50 The Engineer’s Estimate is $450,000. A review of the bids was performed by District staff for conformance with the contract requirements and determined that Insituform was the lowest responsive and responsible bidder. Insituform holds a Class A, General Engineering, Contractor’s License in the State of California, which meets the contract document’s requirements, and is valid through July 31, 2018. The reference checks indicated a very good to excellent performance record on similar projects. An internet background search of the company was performed and revealed 3 no outstanding issues with this company. Insituform has not previously worked for the District. Staff verified that the bid bond provided by Insituform is valid. Staff will also verify that Insituform’s Performance Bond and Labor and Materials Bond are valid prior to execution of the contract. Subsequent to the bid opening, SANCON Technologies (the second lowest bidder) provided a request to the District for the complete bid package from Insituform (the apparent low bidder). District staff provided the requested information to SANCON Technologies to ensure a transparent bidding process. Staff followed up with SANCON Technologies who confirmed receipt of the requested information and also confirmed that they found no issues with Insituform’s bid package. FISCAL IMPACT: Joe Beachem, Chief Financial Officer The total budget for CIP S2044, as approved in the FY 2017 budget, is $650,000. Total expenditures, plus outstanding commitments and forecast including this contract, are $491,916.27. See Attachment B for budget detail. Based on a review of the financial budget, the Project Manager anticipates that the budget for CIP S2044 is sufficient to support the Project. The Finance Department has determined that, under the current rate model, 100% of the funding is available from the Replacement Fund. STRATEGIC GOAL: This Project supports the District’s Mission statement, “To provide high value water and wastewater services to the customers of the Otay Water District in a professional, effective, and efficient manner” and the General Manager’s Vision, “A District that is at the forefront in innovations to provide water services at affordable rates, with a reputation for outstanding customer service.” LEGAL IMPACT: None. DM:jf P:\WORKING\CIP S2044 Trenchless Sewer Rehabilitation\Staff Reports\BD 03-01-17 Staff Report Trenchless Sewer Rehab Award Construction Project.docx Attachments: Attachment A – Committee Action Attachment B – Budget Detail Exhibit A – Location Map ATTACHMENT A SUBJECT/PROJECT: S2044-001103 Award of a Construction Contract to Insituform Technologies, LLC for the Trenchless Sewer Rehabilitation Project COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on February 14, 2017. 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 – Budget Detail SUBJECT/PROJECT: S2044-001103 Award of a Construction Contract to Insituform Technologies, LLC for the Trenchless Sewer Rehabilitation Project Bud Expenditures through February 3, 2017. Phase Description Committed Expenditures Outstanding Commitment Projected Final Cost Vendor/Comments Planning Regulatory Agency Fees $50.00 $50.00 $0.00 $50.00 PETTY CASH CUSTODIAN Total Planning $50.00 $50.00 $0.00 $50.00 Consultant Contracts $23,421.90 $23,421.90 $0.00 $23,421.90 RICK ENGINEERING COMPANY Service Contracts $50.37 $50.37 $0.00 $50.37 SAN DIEGO DAILY TRANSCRIPT Standard Salaries $49,440.00 $49,440.00 $0.00 $49,440.00 Total Design $72,912.27 $72,912.27 $0.00 $72,912.27 Consultant Contracts $15,000.00 $0.00 $15,000.00 $15,000.00 CONSTRUCTION MANAGEMENT Construction Contracts $373,954.00 $0.00 $373,954.00 $373,954.00 INSITUFORM TECHNOLOGIES Standard Salaries $30,000.00 $0.00 $30,000.00 $30,000.00 Total Construction $418,954.00 $0.00 $418,954.00 $418,954.00 Project Budget $650,000.00 Grand Total $491,916.27 $72,962.27 $418,954.00 $491,916.27 Construction Otay Water District S2044 - Trenchless Sewer Rehabilitation Design OTAY WATER DISTRICTTRENCHLESS SEWER REHABILITATIONLOCATION MAP CIP S2044F P:\WORKING\CIP S2044 Trenchless Sewer Rehabilitation\Graphics\Exhibits-Figures\Exhibit A, Location Map.mxd CHASE AV FUERTE DR AVOCADO BLVD FURY LN WASHINGTON AV JAMACHA RD HILLSDALE RD WILLOW GLEN DR SR-94 JA M A C H A B L V D J A M A C H A R D STEELE C A N Y O N WIEGHORST VICINITY MAP PROJECT SITE NTS DIV 5 DIV 1 DIV 2 DIV 4 DIV 3 %&s ?ò Aä ?p ?Ë F 0 10.5 Miles Legend Trenchless Sewer Rehabilitation Site (60) Existing OWD Sewer Main EXHIBIT A STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 1, 2017 SUBMITTED BY: Dan Martin Engineering Manager PROJECT NO: FILE NO: D0978-090284 ENG70-10-148 DIV. NO. 1 APPROVED BY: Rod Posada, Chief, Engineering German Alvarez, Assistant General Manager Mark Watton, General Manager SUBJECT: Adopt Resolution No. 4328 Approving the Annexation Request of Property Owned by Otay Valley Quarry, LLC (APN 644-060-24-00) to Otay Water District Water Improvement Districts 22 and 27 GENERAL MANAGER’S RECOMMENDATION: Adopt Resolution No. 4328 fixing terms and conditions for the annexation of certain real properties owned by Otay Valley Quarry, LLC (APN 644-060-24-00) to Otay Water District Water Improvement Districts 22 and 27 (see Exhibit A for Location Map). COMMITTEE ACTION: Please see Attachment A. PURPOSE: The proposed annexation is to provide water service to the parcels owned by Otay Valley Quarry, LLC (APN 644-060-24-00) which are located in Chula Vista, California. ANALYSIS: A written annexation request on behalf of the property owners signed by Kathleen Riser, Senior Land Use Consultant for Atlantis Group, has been received for the annexation of APN 644- 060-24-00 into Improvement District No. 22 and 27 for water 2 service. A petition signed by the respective property owners has also been received. The property proposed to be annexed is located in the City of Chula Vista and is bordered by Village 3 to the west, and Village 8 West to the east, as shown on Exhibit A. The property will also contain the future extension of Main Street. The total acreage to be annexed is 166.02 acres. The property is within the jurisdictional boundary of the Otay Water District and following the Board’s approval, it will become part of Water ID No. 22/27. The parcels are fronted by existing Otay Water District potable and recycled water mains. FISCAL IMPACT: Joe Beachem, Chief Financial Officer The property owner will pay the District’s annexation processing fee of $776.20, any additional meter costs and annexation fees as established in the attached Resolution, and continue to pay annual availability fees. No water annexation fees shall be charged in accordance with Section 9.04B of the District’s Code of Ordinances since the proposed annexation parcels are already located within the District’s boundaries and are applying for annexation into a water ID. STRATEGIC GOAL: Provide enhanced water service to meet customer needs. LEGAL IMPACT: No legal impact. DM:jf P:\Public-s\Annexation Requests\2017\Village 4\BD 03-01-2017 - Staff Report Water Annexation ID 22_27- Otay Valley Quarry.doc Atttachments: Attachment A - Committee Action Attachment B - Resolution No. 4328 Exhibit A - Legal Description Exhibit B - Legal Map Exhibit A – Location Map ATTACHMENT A SUBJECT/PROJECT: D0978-090284 ENG70-10-148 Adopt Resolution No. 4328 Approving the Annexation Request of Property Owned by Otay Valley Quarry, LLC (APN 644-060- 24-00) to Otay Water District Water Improvement Districts 22 and 27 COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a meeting held on February 14, 2017. 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. Page 1 of 3. RESOLUTION NO. 4328 A RESOLUTION OF THE BOARD OF DIRECTORS OF OTAY WATER DISTRICT APPROVING THE ANNEXATION TO OTAY WATER DISTRICT IMPROVEMENT DISTRICT NOS. 22/27 OF THOSE LANDS DESCRIBED AS "OTAY VALLEY QUARRY, LLC WATER ANNEXATION REQUEST INTO IMPROVEMENT DISTRICTS (IDs) 22 AND 27” (APN 644-060-24-00) (FILE NO. ENG70-10- 148/DIVISION 1) WHEREAS, a letter has been submitted by ATLANTIS GROUP, C/O KATHLEEN RISER, on behalf of the owners and parties that have an interest in the land described in Exhibit "A," attached hereto, for annexation of said land to Otay Water District Improvement District Nos. 22/27 pursuant to California Water Code Section 72670 et seq.; and WHEREAS, pursuant to Section 72680.1 of said Water Code, the Board of Directors may proceed and act thereon without notice and hearing. NOW, THEREFORE, THE BOARD OF DIRECTORS OF THE OTAY WATER DISTRICT FINDS, RESOLVES, ORDERS AND DETERMINES as follows: 1. A depiction of the area proposed to be annexed, and the boundaries of IDs 22/27 following the annexation, is set forth on a map in Exhibit “B” filed with the Secretary of the District, which map shall govern for all details as to the area proposed to be annexed. 2. The purpose of the proposed annexation is to make water 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 IDs 22/27 will be benefited by such annexation and that the property currently within IDs 22/27 will also be Page 2 of 3. benefited and not injured by such annexation because after the annexation a larger tax base will be available to finance the water facilities and improvements of IDs 22/27. 4. The Board of Directors hereby declares that the annexa- tion of said property is subject to the owners complying with the following terms and conditions: (a) The petitioner for said annexation shall pay to Otay Water District the following: (1) The annexation processing fee at the time of application; (2) Yearly assessment fees will be collected through the County Tax Assessor’s office in the amount of $10 or $30 for APNs 644-060-24- 00; (3) In the event that water service is to be provided, Petitioners shall pay all applicable water meter fees per Equipment Dwelling Unit (EDU) at the time the meter is purchased; and (4) Payment by the owner of APN 644-060-24-00 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 improvement district, including the payment of principal and interest on bonds and other obligations of the improvement district, authorized and outstanding at the time of Page 3 of 3. annexation, the same as if the annexed property had always been a part of the improvement district. 5. The Board hereby declares the property described in Exhibit "A" shall be considered annexed to IDs 22/27 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 644-060-24-00 to the District’s Improvement Districts 22/27 is hereby designated as the “OTAY VALLEY QUARRY, LLC WATER ANNEXATION”. 8. Pursuant to Section 57202(a) of the Government Code, the effective date of the OTAY VALLEY QUARRY, LLC WATER 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 1st day of March, 2017. President ATTEST: __________________________________ District Secretary EXHIBIT "A" ANNEXATION TO OTAY IMPROVEMENT DISTRICT NO. 22-27 GEOGRAPHIC DESCRIPTION ALL THAT CERTAIN REAL PROPERTY, BEING PORTIONS OF LOTS 33, 34, 37, AND 38 OF MAP NO. 862, SITUATED IN THE OTAY RANCHO, CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF LOT 33 LYING 725.29 FEET SOUTHERLY OF THE NORTHEAST CORNER OF LOT 33, ALSO BEING AN ANGLE POINT IN THE EXISTING OTAY WATER DISTRICT BOUNDARY; THENCE ALONG THE EXISTING DISTRICT BOUNDARY, (1) SOUTH 18°39'05" EAST, 2206.19 FEET; THENCE LEAVING THE EXISTING DISTRICT BOUNDARY, (2) SOUTH 71°21'07" WEST, 1078.51 FEET; THENCE, (3) SOUTH 51°00'01" WEST, 349.50 FEET TO THE BEGINNING OF A 120.00 FOOT RADIUS NON- TANGENT CURVE CONCAVE WESTERLY, A RADIAL LINE TO SAID POINT BEARS NORTH 84°24'29" EAST; THENCE, (4) SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33°01'58" A DISTANCE OF 69.18 FEET TO THE BEGINNING OF A 199.99 FOOT RADIUS NON-TANGENT CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH 73°46'40" WEST; THENCE, (5) SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45°03'54" A DISTANCE OF 157.30 FEET; THENCE, (6) SOUTH 54°40'53" WEST, 59.00 FEET; THENCE, (7) NORTH 55°59'06" WEST, 21.03 FEET; THENCE, (8) SOUTH 86°38'09" WEST, 142.43 FEET; THENCE, (9) SOUTH 27°31'30" WEST, 50.60 FEET; THENCE, (10) SOUTH 53°22'41" WEST, 26.15 FEET; THENCE, (11) SOUTH 35°16'09" WEST, 38.21 FEET; THENCE, (12) SOUTH 16°58'05" EAST, 33.18 FEET; THENCE, (13) SOUTH 03°27'39" WEST, 73.52 FEET; THENCE, (14) SOUTH 20°25'48" EAST, 76.27 FEET; THENCE, (15) SOUTH 21°10'21" WEST, 198.01 FEET; THENCE, (16) SOUTH 08°10'14" EAST, 28.66 FEET; THENCE, (17) SOUTH 54°07'07" WEST, 42.24 FEET; THENCE, (18) SOUTH 35°49'55" WEST, 91.95 FEET; (CONTINUED) EXHIBIT "A" ANNEXATION TO OTAY IMPROVEMENT DISTRICT NO. 22-27 GEOGRAPHIC DESCRIPTION THENCE, (19) SOUTH 39°58'42" WEST, 241.93 FEET; THENCE, (20) SOUTH 00°07'01" WEST, 75.81 FEET; THENCE, (21) SOUTH 83°28'46" WEST, 235.85 FEET; THENCE, (22) NORTH 77°00'40" WEST, 140.44 FEET; THENCE, (23) NORTH 87°57'11" WEST, 196.61 FEET; THENCE, (24) NORTH 77°44'26" WEST, 82.59 FEET; THENCE, (25) NORTH 72°19'28" WEST, 244.20 FEET; THENCE, (26) SOUTH 88°37'51" WEST, 93.41 FEET; THENCE, (27) SOUTH 13°53'07" WEST, 151.85 FEET; THENCE, (28) SOUTH 29°37'19" WEST, 64.90 FEET; THENCE, (29) NORTH 86°34'23" WEST, 440.40 FEET; THENCE, (30) SOUTH 05°48'30" EAST, 45.70 FEET; THENCE, (31) SOUTH 38°40'12" WEST, 102.13 FEET; THENCE, (32) SOUTH 19°17'52" WEST, 26.00 FEET; THENCE, (33) SOUTH 04°28'58" EAST, 62.76 FEET; THENCE, (34) SOUTH 12°06'04" WEST, 35.13 FEET; THENCE, (35) SOUTH 02°00'26" EAST, 69.97 FEET; THENCE, (36) SOUTH 09°28'05" WEST, 44.77 FEET; THENCE, (37) SOUTH 38°33'27" WEST, 48.00 FEET; THENCE, (38) SOUTH 17°45'07" WEST, 32.20 FEET; THENCE, (39) SOUTH 60°43'05" WEST, 57.68 FEET; THENCE, (40) NORTH 68°27'40" WEST, 50.13 FEET; THENCE, (41) SOUTH 58°08'37" WEST, 53.46 FEET; THENCE, (42) SOUTH 43°50'28" WEST, 42.52 FEET; THENCE, (43) SOUTH 12°13'53" WEST, 75.32 FEET; THENCE, (44) SOUTH 06°28'54" EAST, 54.33 FEET; THENCE, (45) SOUTH 05°15'08" WEST, 65.79 FEET; (CONTINUED) OTAY WATER DISTRICTOTAY RANCH VILLAGE 4 WATER ANNEXATION REQUESTINTO IMPROVEMENT DISTRICTS 22 AND 27 EXHIBIT A F Y:\Public Services New\DevSMP_WSA_ANX\D0978-090284 Otay Ranch Village 4 South (SAMP)\Otay Ranch Village 4 Annexation 2-2-17.mxd WILEYRD M A GDALENA AVENUE STO W G RO V E AV. STATE STREET SHIRCLIFFE ST R E ET C AN O N P ER DID O S T.JONES STREET WILEYRD SPRINGS CT R E ICHERTWAY HAYFORD PL R O CK M OUNT AIN R O AD BARNOUR A VEN U E SANTA CAR OLIN A R O AD HE RITAG E ROA D ANAPAMU LEWLN S A NT A DIA NA R O A D MAGDALENA AVENUE MASON RD. WO LF CANYON LP MAG D A LENA A V E N U E M AY AVENU E LA MEDIA RD LOS OLIVOS ST. PARK W AY HERITAGE ROAD AVE N UE RANCHERO SANTA VICTORIA ROAD.MTTAMALPAISAVE HILLSBOROUGH CIRCLE HIMMERCT ZAMORA WAR M S P RIN G S R D JACKSON ST FLEISHBEIN STREET Y AN O NA LI A V. GOLDEN GATE AVE MT McCLURE PEMBER AVENUE P E A BO DY WAY CA RPINT ERIA ST RE ET. PAINTED C AV E AV. STREET SANTA VICTORIA ROAD.W E B B E R WAY BAUM ST FR A NC E SC HI DRIVE. TENAYA L A K E R D OCONNOR AVENUE M A GDA L ENA A VEN UE DR B OB PL E TCH ER W A Y S AN TA VIC TO RIA R OA D. BIRCH R O A D OLYM PIC S E MPLES T WALTO NST SPARR OW LAKE RD PE R SHING R OA D.PAINTED C AV E AV. ORINDA CT SANTA LUNASTREET WILEYRD T H O M PSO N A VENUE PERRIN PL S AN TA IVY A VE N UE. ORTEGASTREET BREZAR STREET LA MEDIA RD C AT HE D RA L OA KS ROA D. KUGELCT CT HILLSBOROUGH CIR. B AT H AV EN UE. CASTAIC PL PERSHING RD. WOLF CANYON LP SA NTA C H RISTINA AV EN U E S AN TA AL EXIA AVE N UE. PERRIN PL VALLEY H OY T ST JACKSON STREET PEARSON BIRCH ROAD P YR A MID PE AK S T. WEBBER WAY IRWIN STREET ENCLAVE LN KINCAID AVENUE C AR PIN TE RIA S TR EE T. TUSCANSPRINGS AVE WOL F S D O R F WA Y D O NZ E AV. 91913 91911 F 0 1,100550 Feet PROJECT SITEPARCEL NO. 644-060-24-00 !\ VICINITY MAP PROJECT SITE NTSDIV 5 DIV 1 DIV 2 DIV 4 DIV 3 F MAINST M A G D A L E N A A V E VILLAGE 3 VILLAGE 8 W VILLAGE 2 HERITAGERD ROCK QUARRY L A M E D I A RD STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 1, 2017 SUBMITTED BY: Dan Martin Engineering Manager PROJECT: VARIOUS DIV. NO. ALL APPROVED BY: Rod Posada, Chief of Engineering German Alvarez, Assistant General Manager Mark Watton, General Manager SUBJECT: Informational Item – Second Quarter Fiscal Year 2017 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. 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 Second Quarter Fiscal Year 2017 update is intended to provide a detailed analysis of progress in completing these projects within the allotted time and budget of $10.7 million. Expenditures through the Second Quarter totaled approximately $4.2 million. Approximately 39% of the Fiscal Year 2017 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: The Capital Improvement Program supports the District’s Mission statement, “To provide high quality and reliable water and wastewater services to the customers of the Otay Water District, in a professional, effective, and efficient manner” and the General Manager’s Vision, “A District that is innovative in providing water services at competitive rates, with a reputation for outstanding customer service.” LEGAL IMPACT: None. DM/RP: P:\Forms\D-Construction\CIP Quarterly Reports\CIP Qtr Reports\FY 2017\Q2\Staff Report\BD 03-01-17 Staff Report Second Quarter FY 2017 CIP Report (DM-RP).docx Attachments: Attachment A – Committee Action Attachment B - Fiscal Year 2017 Second Quarter CIP Expenditure Report Attachment C – Presentation ATTACHMENT A SUBJECT/PROJECT: VARIOUS Informational Item – Second Quarter Fiscal Year 2017 Capital Improvement Program Report COMMITTEE ACTION: The Engineering, Operations, and Water Resources Committee (Committee) reviewed this item at a Committee Meeting held on February 14, 2017. 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 2017 2nd QUARTER REPORT (Expenditures through 12/31/2016) ($000) 2017 12/31/16 CIP No.Description Project Manager FY 2017 Budget Expenses Balance Expense to Budget %Budget Expenses Balance Expense to Budget % Comments CAPITAL FACILITY PROJECTS - P2040 Res - 1655-1 Reservoir 0.5 MG Cameron 20$ 1$ 19$ 5%3,400$ 486$ 2,914$ 14% Review of the previous environmental documents to begin FY 2017 Q3. P2267 36-Inch Main Pumpouts and Air/Vacuum Ventilation Installations Marchioro 220 26 194 12%735 485 250 66% Design completed FY 2017 Q1. Construction to begin in FY 2017 Q3. On track. P2382 Safety and Security Improvements Payne 250 175 75 70%2,811 2,749 62 98%On schedule for completion June 30, 2017. P2405 PL - 624/340 PRS, Paseo Ranchero and Otay Valley Road Cameron 5 - 5 0%570 - 570 0%Tied to CIP P2553. P2451 Otay Mesa Desalination Conveyance and Disinfection System Kennedy 50 120 (70) 240%3,875 3,689 186 95% EIR/EIS complete. Work on Bio-monitoring agreement with DOS, meetings with DDW and AdR, and source water testing ongoing. P2453 SR-11 Utility Relocations Marchioro 250 1 249 0%4,000 1,599 2,401 40% Sequence/Segment 1 construction accepted FY 2016 Q4. In one year warranty period. Caltrans would like to complete design for Segment 2 to border crossing by end of 2017 calendar year. P2460 I.D. 7 Trestle and Pipeline Demolition Beppler 50 - 50 0%600 5 595 1% With wet weather being experienced, will explore feasibility of performing environmental report that will be required with any demolition work and site access. P2466 Regional Training Facility Coburn-Boyd 6 - 6 0%300 288 12 96%Project on hold. P2485 SCADA Communication System and Software Replacement Kerr 85 32 53 38%2,014 1,699 315 84% Project on schedule for expenditures totaling $55K by end of FY 2017. P2486 Asset Management - Info Master Water Implementation Zhao 25 - 25 0%957 879 78 92%Anticipate expenditure in FY 2017 Q4. P2494 Multiple Species Conservation Plan Coburn-Boyd 48 3 45 6%950 857 93 90%Expect to use all of budget later this Fiscal Year. P2496 Otay Lakes Road Utility Relocations Martin 5 - 5 0%325 283 42 87%Project accepted FY 2016 Q4. P2504 Regulatory Site Access Road and Pipeline Relocation Cameron 20 - 20 0%900 330 570 37%Project is driven by County Fire. P2516 PL - 12-Inch, 640 Zone, Jamacha Road - Darby/Osage Marchioro - - - 0%800 - 800 0%On hold for FY 2017. P2520 Motorola Mobile Radio Upgrade Martinez 30 3 27 10%120 81 39 68% We are continuing with the purchases of radios in QTR 3 and 4, however, we changed out supplier due to slow performance. Therefore, expenses may be delayed to FY 2018. P2521 Large Meter Vault Upgrade Program Carey 100 - 100 0%400 219 181 55%Work is scheduled to begin FY 2017 Q3. P2537 Operations Yard Property Acquisition Improvements Beppler 10 3 7 30%775 731 44 94% Construction project accepted FY 2016 Q4. In one year warranty period. P2541 624 Pressure Zone PRSs Marchioro 10 (1) 11 -10%760 741 19 98% Construction project accepted FY 2016 Q4. In one year warranty period. P2547 District Administration Vehicle Charging Stations Cameron 85 3 82 4%125 22 103 18%On track. P2550 Fuel Island Upgrade Payne 112 106 6 95%112 106 6 95%In close out. Final test due in 3 months. P2551 Blossom Lane Helix WD and Otay WD Interconnection Beppler 20 7 13 35%210 175 35 83% Implementation of SCADA and warranty period of completed construction. Budget on track. P2552 South Barcelona Helix WD and Otay WD Interconnection Beppler 20 7 13 35%210 171 39 81% Implementation of SCADA and warranty period of completed construction. Budget on track. P2553 Heritage Road Bridge Replacement and Utility Relocation Cameron 100 2 98 2%1,430 7 1,423 0% City of Chula Vista driven project. The City is finalizing their environmental documents. Design to begin Summer/Fall 2017. P2564 Administration Carpet Replacement Program Payne 5 - 5 0%215 - 215 0%To be completed June 30, 2017. P2568 Technology Business Processes Improvement Kerr 180 121 59 67%215 146 69 68% Anticipate consumption of allocated budget by end of FY 2017. P2569 Metro Ethernet Implementation/ District Facilities - Pilot Kerr 45 47 (2) 104%145 153 (8) 106% Unanticipated expenditures were assigned during this quarter. Will request additional funding to complete project targeted for Q1 FY 2018. P2570 SCADA Equipment & Infrastructure Enhancement Kerr 100 2 98 2%300 2 298 1%No expenditures anticipated in FY 2017. P2571 Datacenter Network Enhancement & Replacement of Infrastructure Componets Kerr - - - 0%200 - 200 0%No expenditures allocated for FY 2017. P2572 Enterprise Resource Planning (ERP) Replacement Kerr - - - 0%500 - 500 0%No expenditures allocated for FY 2017. P2584 Res - 657-1 and 657-2 Reservoir Demolitions Marchioro - - - 0%720 - 720 0%On hold for FY 2017. R2077 RecPL - 24-Inch, 860 Zone, Alta Road - Alta Gate/Airway Beppler 20 3 17 15%2,852 2,814 38 99% Under construction. Completion anticipated in FY 2017 Q3. R2079 RecPL - 6-Inch, 450 Zone, Otay Valley Road - Otay Valley/Entertainment Beppler 10 - 10 0%150 - 150 0%No activity to date. R2109 Sweetwater River Wooden Trestle Improvement for the Recycled Water Forcemain Beppler 10 - 10 0%375 353 22 94% Construction project accepted FY 2016 Q2. In one year warranty period. R2110 RecPS - 944-1 Optimization and Pressure Zone Modifications Marchioro 5 - 5 0%200 130 70 65% Construction project accepted FY 2016 Q4. In one year warranty period. R2116 RecPL - 14-Inch, 927 Zone, Force Main Improvements Marchioro 1,000 497 503 50%2,500 1,153 1,347 46%Construction began FY 2017 Q1. On track. FISCAL YEAR-TO-DATE, 12/31/16 LIFE-TO-DATE, 12/31/16 P:\Forms\D-Construction\CIP Quarterly Reports\CIP Qtr Reports\FY 2017\Q2\Expenditures\Copy of FY17 2nd qtr exp-FINAL_djm.xlsx Page 1 of 4 2/3/2017 FISCAL YEAR 2017 2nd QUARTER REPORT (Expenditures through 12/31/2016) ($000) 2017 12/31/16 CIP No.Description Project Manager FY 2017 Budget Expenses Balance Expense to Budget %Budget Expenses Balance Expense to Budget % Comments FISCAL YEAR-TO-DATE, 12/31/16 LIFE-TO-DATE, 12/31/16 R2117 RWCWRF Disinfection System Improvements Beppler 10 - 10 0%1,520 111 1,409 7% Awaiting completion of force main assessment to determine what improvements to perform. R2118 Steele Canyon Sewer PS Large Solids Handling Improvements Beppler 68 17 51 25%75 22 53 29% Design is complete. Will need to coordinate construction with a shutdown of WRF. R2119 RWCWRF Automation & Security Upgrades Beppler 95 51 44 54%300 84 216 28% Master Plan is complete. Advertisement and selection process of an as-needed consultant to be initiated in FY 2017 Q3. R2120 RWCWRF Filtered Water Storage Tank Improvements Beppler 250 17 233 7%500 17 483 3% Design is in progress, though it has been delayed by higher priority projects. Do not see majority of construction activities occurring this fiscal year. R2122 Emergency Recycled Water Fire Hydrant Installations Cameron 15 1 14 7%75 33 42 44%Project was completed in FY 2017 Q1. R2123 Repurpose Otay Mesa Recycled Water Lines Beppler 35 - 35 0%350 - 350 0%No activity on this project to date. R2124 RecPS - 927-1 Pump 5 Replacement Anderson 55 1 54 2%55 1 54 2% We anticipate the replacement of this pump will be completed at the beginning of the 3rd quarter. We will be under budget for this account. S2012 San Diego County Sanitation District Outfall and RSD Outfall Replacement Beppler 150 - 150 0%2,420 1,020 1,400 42%County project. Costs are invoiced annually. S2027 Rancho San Diego Pump Station Rehabilitation Beppler 50 1 49 2%3,500 301 3,199 9%County project. Costs are invoiced annually. S2033 Sewer System Rehabilitation Beppler 200 922 (722) 461%3,000 2,922 78 97% Rancho San Diego Sewer Rehab Phase 1 completed in FY 2017 Q2, awaiting as-built preparation. Project in one year warranty period. Project within overall budget. S2043 RWCWRF Sludge Handling System Beppler 1 - 1 0%47 40 7 85% Will revisit report - considering available Metro Pure Water budget in Q4. S2047 Asset Management - Info Master Sewer Implementation Zhao - - - 0%58 - 58 0%No expenditures for FY 2017. Total Capital Facility Projects Total:3,825 2,168 1,657 57%46,651 24,904 21,747 53% REPLACEMENT/RENEWAL PROJECTS P2083 PS - 870-2 Pump Station Replacement Marchioro 390$ 242 148 62%17,000$ 1,906 15,094 11%Current fiscal year spending on track. P2174 PS - 1090-1 Pump Station Replacement (400 gpm)Marchioro 1 - 1 0%1,500 4 1,496 0%On hold for FY 2017. P2400 PL - 20-Inch Pipeline Replacement, 711 Zone, Otay Lakes Road - at Santa Paula Marchioro - - - 0%2,000 - 2,000 0%On hold for FY 2017. P2493 624-2 Reservoir Interior/Exterior Coating Cameron 60 7 53 12%1,675 1,550 125 93% Expenditures expected in FY 2017 Q3 & Q4 for warranty work. Delayed due to CWA shutdown. P2507 East Palomar Street Utility Relocation Cameron 120 3 117 3%940 720 220 77%Invoice to be issued to Caltrans in Q3 FY 2017. P2508 Pipeline Cathodic Protection Replacement Program Marchioro 300 15 285 5%725 265 460 37% Construction began FY 2017 Q1. However, fiscal year expenses will likely fall behind since contractor will not finish before close of environmental window due to heavy rains. P2518 803-3 Reservoir Interior/Exterior Coating Cameron 40 3 37 8%700 648 52 93% 2 year warranty repairs to be completed in FY 2017 Q3. P2519 832-2 Reservoir Interior/Exterior Coating Cameron 65 7 58 11%750 676 74 90% 2 year warranty repairs were completed in FY 2017 Q2. P2529 711-2 Reservoir Interior & Exterior Coating Cameron 360 441 (81) 123%840 801 39 95% Construction completed FY 2017 Q2. Project is in the 2 year warranty period. P2530 711-1 Reservoir Interior & Exterior Coating Cameron 90 44 46 49%1,040 949 91 91% Construction completed FY 2017 Q2. Project is in the 2 year warranty period. P2531 944-1 Reservoir Interior & Exterior Coating Cameron 50 7 43 14%410 317 93 77% Construction contract completed FY 2016 Q4. Currently in two year warranty period. P2532 944-2 Reservoir Interior & Exterior Coating Cameron 50 - 50 0%1,050 937 113 89% Construction contract completed FY 2016 Q4. Currently in two year warranty period. P2533 1200-1 Reservoir Interior & Exterior Coating Cameron 10 1 9 10%810 1 809 0%Planning anticipated to begin FY 2017 Q3. P2534 978-1 Reservoir Interior & Exterior Coating Cameron 615 40 575 7%715 40 675 6%Construction began in FY 2017 Q2. On track. P2535 458-2 Reservoir Interior & Exterior Coating & Upgrades Cameron 50 - 50 0%885 774 111 87% Construction contract completed FY 2016 Q4. Currently in two year warranty period. P2538 Administration and Operations Building Fire Sprinkler Replacement Program Cameron 10 1 9 10%110 89 21 81% Project was completed in late FY 2016. No expenditures are anticipated, unless for warranty work at one year. P2539 South Bay Bus Rapid Transit (BRT) Utility Relocations Cameron 100 6 94 6%1,090 885 205 81% SANDAG driven project. Spending will increase in FY 2017 Q4. P2542 850-3 Reservoir Interior Coating Cameron 50 - 50 0%630 527 103 84% Construction contract completed FY 2016 Q2. Currently in two year warranty period. P2543 850-1 Reservoir Interior/Exterior Coating Cameron 10 - 10 0%875 - 875 0%Planning anticipated to begin in FY 2017 Q3. P:\Forms\D-Construction\CIP Quarterly Reports\CIP Qtr Reports\FY 2017\Q2\Expenditures\Copy of FY17 2nd qtr exp-FINAL_djm.xlsx Page 2 of 4 2/3/2017 FISCAL YEAR 2017 2nd QUARTER REPORT (Expenditures through 12/31/2016) ($000) 2017 12/31/16 CIP No.Description Project Manager FY 2017 Budget Expenses Balance Expense to Budget %Budget Expenses Balance Expense to Budget % Comments FISCAL YEAR-TO-DATE, 12/31/16 LIFE-TO-DATE, 12/31/16 P2544 850-2 Reservoir Interior/Exterior Coating Cameron 835 39 796 5%1,070 39 1,031 4%Construction to begin in FY 2017 Q3. On track. P2545 980-1 Reservoir Interior Exterior Coating Cameron 290 169 121 58%1,455 1,166 289 80% Construction completed FY 2017 Q2. Project is in the 2 year warranty period. P2546 980-2 Reservoir Interior/Exterior Coating Cameron - - - 0%1,450 - 1,450 0%No expenditures for FY 2017. P2555 Administration and Operations Parking Lot Improvements Cameron 275 21 254 8%500 69 431 14% Design anticipated to be complete in January 2017. Project will be bid in February, 2017. Construction anticipated to begin in May 2017. P2557 520 Res Recirculation Pipeline Chemical Supply and Analyzer Feed Replacement Project Beppler 50 20 30 40%100 30 70 30% Design in progress. Construction expected to be completed this fiscal year within budget. P2559 Pressure Vessel Repair and Replacement Program Marchioro 65 77 (12) 118%650 124 526 19% RWCWRF surge tank installed FY 2017 Q2. In- house forces to complete piping in FY 2017 Q3. On track. P2561 Res - 711-3 Reservoir Cover/Liner Replacement Marchioro 1 4 (3) 400%1,800 5 1,795 0% Existing cover/liner materials analyzed by laboratory FY 2017 Q1. On track. P2562 Res - 571-1 Reservoir Cover/Liner Replacement Marchioro 90 20 70 22%2,600 20 2,580 1% Project on pace with 870-2 Pump Station Replacement (see P2083 above); however, fiscal year expenses may be 50% of target since design phase more efficient than anticipated. P2563 Res - 870-1 Reservoir Cover/Liner Replacement Marchioro 1 3 (2) 300%1,000 3 997 0% Existing cover/liner materials analyzed by laboratory FY 2017 Q1. On track. P2565 803-2 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0%940 - 940 0%No expenditures for FY 2017. P2566 520-2 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0%1,500 - 1,500 0%No expenditures for FY 2017. P2567 1004-2 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0%905 - 905 0%No expenditures for FY 2017. P2573 PL - 12-Inch Pipeline Replacement, 803 Zone, Hillsdale Road Beppler 160 102 58 64%1,750 102 1,648 6% Project ahead of schedule, currently at 90% design, plan to advertise in Q3 and award construction contract in Q4. P2574 PL - 12-Inch and 14-inch Pipeline Replacement, 803 and 978 Zone, Vista Grande, Pence Drive Beppler 50 - 50 0%2,750 - 2,750 0% Define scope of work and select designer planned for Q3. P2578 PS - 711-2 (PS 711-1 Replacement and Expansion) - 14,000 gpm Marchioro - - - 0%6,600 - 6,600 0%On hold for FY 2017. P2579 Temporary Lower Otay Pump Station Improvements Beppler 140 - 140 0%140 - 140 0%No activity to date. P2592 East H Street Bike Lane Utility Coordination Beppler 50 - 50 0%50 - 50 0%No activity to date. P2593 458-1 Reservoir Interior/Exterior Coating & Upgrades Cameron - - - 0%840 - 840 0%No expenditures for FY 2017. P2594 Large Meter Replacement Carey 240 140 100 58%485 140 345 29%On track. R2111 RWCWRF - RAS Pump Replacement Beppler 10 - 10 0%570 555 15 97% Construction project accepted FY 2016 Q3. Project is in one year warranty period. R2112 450-1 Disinfection Facility Rehabilitation Cameron 25 - 25 0%265 214 51 81%One year warranty completed FY 2017 Q1. R2121 Res - 944-1 Reservoir Cover/Liner Replacement Marchioro 1 - 1 0%1,400 19 1,381 1%On hold for FY 2017. S2024 Campo Road Sewer Main Replacement Beppler 50 43 7 86%8,500 1,158 7,342 14% Project to exceed budget for easement acquisitions. Construction to advertize in FY 2017 Q3. S2044 Trenchless Sewer Rehabilitation Beppler 560 69 491 12%610 69 541 11% Design to be completed in FY 2017 Q2. Constructon to advertize in FY 2017 Q3 and begin construction. S2045 Fuerte Drive Sewer Relocation Beppler 190 2 188 1%200 2 198 1% County driven project is behind schedule. Likely only design costs will be spent this fiscal year. S2046 RWCWRF - Aeration Panels Replacement Beppler 250 69 181 28%450 69 381 15% Additional analysis to be provided on alternative aeration systems. Consultant to be selected in Q3 and initiation of report to begin in Q4. Temporary panel replacements purchased in Q2, with permanent panel replacements to begin in FY 2018. S2048 Hillsdale Road Sewer Repairs Beppler 100 26 74 26%500 26 474 5% Design in progress. Project on schedule for budgeted amount. S2049 Calavo Basin Sewer Rehabilitation - Phase 2 Beppler 20 - 20 0%1,000 - 1,000 0% Planning phase, no activity expected until FY 2017 Q3. S2050 Rancho San Diego Basin Sewer Rehabilitation - Phase 2 Beppler - - - 0%300 - 300 0%No expenditures for FY 2017. S2051 RWCWRF - Headworks Improvements Beppler - - - 0%750 - 750 0%No expenditures for FY 2017. S2052 RWCWRF - Access Roads Repaving Cameron - - - 0%750 - 750 0%No expenditures for FY 2017. S2053 RWCWRF - Sedimentation Basins Refurbishment Beppler - - - 0%600 - 600 0%No expenditures for FY 2017. S2054 Calavo Basin Sewer Rehabilitation - Phase 3 Beppler - - - 0%300 - 300 0%No expenditures for FY 2017. Total Replacement/Renewal Projects Total:5,824 1,621 4,203 28%76,525 14,899 61,626 19% P:\Forms\D-Construction\CIP Quarterly Reports\CIP Qtr Reports\FY 2017\Q2\Expenditures\Copy of FY17 2nd qtr exp-FINAL_djm.xlsx Page 3 of 4 2/3/2017 FISCAL YEAR 2017 2nd QUARTER REPORT (Expenditures through 12/31/2016) ($000) 2017 12/31/16 CIP No.Description Project Manager FY 2017 Budget Expenses Balance Expense to Budget %Budget Expenses Balance Expense to Budget % Comments FISCAL YEAR-TO-DATE, 12/31/16 LIFE-TO-DATE, 12/31/16 CAPITAL PURCHASE PROJECTS P2282 Vehicle Capital Purchases Rahders 197$ - 197 0%5,049$ 3,636 1,413 72% Currently $58,750 encumbered against this account. Staff anticipates 100% expensed during FY 2017. P2285 Office Equipment and Furniture Capital Purchases Payne 15 2 13 13%589 554 35 94%Purchases to be completed by June 30, 2017. P2286 Field Equipment Capital Purchases Rahders 38 14 24 37%1,634 1,372 262 84% $14.1K was for unanticipated expense at the treatment plant. A pump failed which was purchased from this account. We still have $38K budgeted for a generator. P2366 APCD Engine Replacements and Retrofits Rahders 820 346 474 42%3,371 2,897 474 86% Have encumbered $627,313 so far FY 2017. Anticipate an additional $15,000 in Q3 FY 2017. - Total Capital Purchase Projects Total:1,070 362 708 34%10,643 8,459 2,184 79% DEVELOPER REIMBURSEMENT PROJECTS P2325 PL-10" to 12" Oversize, 1296 Zone, PB Road-Rolling Hills Hydro PS/PB Bndy Beppler 3$ - 3 0%22$ 19 3 86%Reimbursement completed FY 2016 Q3. P2403 PL - 12-inch, 624 Zone, Heritage Road - Olympic/Otay Valley Beppler - - - 0%550 - 550 0% CIP being updated to reflect changes in Village 3 SAMP and Water Facilities Master Plan. P2556 HWY 94 Upsized Utility Relocations at Melody Lane Beppler 1 - 1 0%100 - 100 0%No work is anticipated on the project for FY 2017. R2084 RecPL - 20-Inch, 680 Zone, Village 2 - Heritage/La Media Beppler 10 - 10 0%365 1 364 0% Under construction in FY 2017 Q2. Request for reimbursement anticipated FY 2017 Q4. Total Developer Reimbursement Projects Total:14 - 14 0%1,037 20 1,017 2% 107 10,733$ 4,151$ 6,582$ 39%134,856$ 48,282$ 86,574$ 36% P:\Forms\D-Construction\CIP Quarterly Reports\CIP Qtr Reports\FY 2017\Q2\Expenditures\Copy of FY17 2nd qtr exp-FINAL_djm.xlsx Page 4 of 4 2/3/2017 Otay Water District Capital Improvement Program Fiscal Year 2017 Second Quarter (through December 31, 2016) Attachment C 14-Inch Force Main Rehabilitation (R2116) -Vault Excavation 12/21/2016 Background The approved CIP Budget for Fiscal Year 2017 consists of 89 projects that total $10.7 million. These projects are broken down into four categories. 1.Capital Facilities $ 3.8 million 2.Replacement/Renewal $ 5.8 million 3.Capital Purchases $ 1.1 million 4.Developer Reimbursement $ 14.0 thousand Overall expenditures through the Second Quarter of Fiscal Year 2017 totaled $4.2 million, which is approximately 39% of the Fiscal Year budget. 2 Fiscal Year 2017 Second Quarter Update ($000) CIP CAT Description FY 2017 Budget FY 2017 Expenditures % FY 2017 Budget Spent Total Life-to- Date Budget Total Life-to-Date Expenditures % Life-to- Date Budget Spent 1 Capital Facilities $3,825 $2,168 57%$46,651 $24,904 53% 2 Replacement/ Renewal $5,824 $1,621 28%$76,525 $14,899 19% 3 Capital Purchases $1,070 $362 34%$10,643 $8,459 79% 4 Developer Reimbursement $14 $0 0%$1,037 $20 2% Total: $10,733 $4,151 39%$134,856 $48,282 36% 3 Fiscal Year 2017 Second Quarter CIP Budget Forecast vs. Expenditures 4 $10,733,000 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun FISCAL YEAR PERIOD IN MONTHS Budget Forecast Total Expenditures $4,151,000 5 CIP Projects in Construction 14-Inch Force Main Rehabilitation (R2116/P2508) Replace force main blow-offs, valves, and piping at 15 locations. Rehabilitate force main’s cathodic protection system. Increase Service Life. $2.50M Budget Start: August 2016 Estimated Completion: February 2017 6 14-Inch Force Main Blow Off No. 2 –Installation Location: From RWCWRF, Spring Valley to area North of Salt Creek Golf Course, Chula Vista Division No. 3 12/28/2016 CIP Projects in Construction 7 RWCWRF Surge Tank – Installation on new foundation RWCWRF Replacement Surge Tank Foundation (P2559) RWCWRF Surge Tank – Crane Operations to Install Surge Tank Surge Tank Location 12/23/2016 12/23/2016 CIP Projects in Construction 8 14-Inch Force Main Inspection – Sweetwater River Trestle Bridge RWCWRF 14-Inch Force Main Inspection and Condition Assessment (R2116) PICA Remote Field Eddy Current SeeSnake tool – Electromagnetic Inspection 12/08/2016 12/12/2016 Inspection/ Condition Assessment Location CIP Projects in Construction Rancho San Diego Basin Sewer Rehabilitation –Phase 1 (S2033-003103) Sewer system repairs at 14 locations 3,178 LF of 8-inch sewer 4 new sewer manholes $3.00M Budget Start: March 2016 Completion: November 2016 9 Final Pavement Restoration –Burris Drive (Site 773) Division No. 5 Locations: 14 locations including Hillsdale Road, Donahue Drive, Juliana Street, Vista Grande Road, and Sundale Road. 11/09/2016 Construction Contract Status 10 PROJECT TOTAL % P2529 P2530 711-1 &711-2 Reservoir Interior/Exterior Coating & Upgrades Advanced Industrial Services, Inc.$1,103,715 $1,195,695 $14,271 1.3%$1,209,966 $1,209,966 1.2%100.0% Completed September 2016 P2545 980-1 Reservoir Interior/Exterior Coating & Upgrades Advanced Industrial Services, Inc.$769,000 $876,500 $8,115 1.1%$884,615 $884,615 0.9%100.0% Completed August 2016 S2033 Rancho San Diego Basin Sewer Rehabilitation - Phase 1 Transtar $951,470 $970,970 $81,619 8.6%$1,036,756 $883,757 6.8%85.2% Completed November 2016 P2267 36-Inch La Presa Air- Vac Valve Relocations Underground Pipeline Solutions Inc. $148,815 $157,315 $0 0.0%$148,815 $0 -5.4%0.0%April 2017 P2534 P2544 978-1 & 850-2 Reservoir Interior/Exterior Coating & Upgrades Blastco Inc.$963,280 $1,106,200 $0 0.0%$963,280 $0 -12.9%0.0%June 2017 P2559 RWCWRF Replacement Surge Tank Foundation Fordyce Construction Inc.$22,591 $32,591 $0 0.0%$22,591 $22,591 -30.7%100.0%January 2017 P2508 R2116 14-Inch Force Main Rehabilitation Project Charles King Company Inc.$1,045,100 $1,101,250 $0 0.0%$1,045,100 $529,810 -5.1%50.7%February 2017 TOTALS:$5,003,971 $5,440,521 $104,004 2.1%$5,311,122 $3,530,738 -2.4% FY 2017 CIP CONSTRUCTION PROJECTS CURRENT CONTRACT AMOUNT TOTAL EARNED TO DATE **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 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* Consultant Contract Status Consultant CIP No.Project Title Original Contract Amount Total Change Orders Revised Contract Amount Approved Payment To Date % Change Orders % Project Complete Date of Signed Contract End Date of Contract PLANNING ATKINS Varies 2015 WATER FACILITIES MASTER PLAN UPDATE $ 434,731.00 $ - $ 434,731.00 $ 375,972.44 0.0%86.5%1/28/2014 6/30/2017 WATER SYSTEMS CONSULTING INC VARIES AS-NEEDED HYDRAULIC MODELING FY15/16 $ 175,000.00 $ - $ 175,000.00 $ 124,166.50 0.0%71.0%7/15/2014 6/30/2017 DESIGN AECOM P2451 OTAY MESA CONVEYANCE AND DISINFECTION SYSTEM (DESIGN ENGINEER) $ 3,910,297.00 $(109,434.00) $ 3,800,863.00 $1,406,451.61 -2.8%37.0%1/6/2011 6/30/2018 ARCADIS U.S. INC VARIES AS-NEEDED DESIGN FY 15-16 $ 300,000.00 $ - $ 300,000.00 $ 237,610.12 0.0%79.2%9/11/2014 6/30/2017 BROWNSTEIN HYATT FARBER SCHRECK P2451 OTAY MESA CONVEYANCE AND DISINFECTION SYSTEM (BINATIONAL WATER AND RELATED ISSUES) $ 100,000.00 $ - $ 100,000.00 $ 61,814.50 0.0%61.8%7/1/2015 6/30/2017 BSE ENGINEERING INC Varies AS-NEEDED ELECTRICAL SERVICES $ 100,000.00 $ - $ 100,000.00 $ 66,402.21 0.0%66.4%7/1/2012 6/30/2017 CAROLLO ENGINEERS INC P2083 DESIGN/CONSTRUCTION FOR 870-2 PS $ 624,910.00 $ 178,200.00 $ 803,110.00 $ 579,899.09 28.5%72.2%10/11/2013 12/31/2017 HDR ENGINEERING INC Varies CORROSION SERVICES FY14-FY16 $ 684,750.00 $ 45,000.00 $ 729,750.00 $ 653,244.88 6.6%89.5%11/22/2013 6/30/2017 LATITUDE 33 P1210 SALT CREEK GOLF COURSE STUDY $ 9,000.00 $ 9,000.00 $ 9,000.00 0.0%100.0%4/20/2016 12/31/2016 COMPLETED MICHAEL D.KEAGY REAL ESTATE Varies AS-NEEDED APPRAISAL SERVICES $ 45,000.00 $ - $ 45,000.00 $ 10,025.00 0.0%22.3%9/13/2016 6/30/2018 NINYO & MOORE Varies GEOTECHNICAL SERVICES $ 175,000.00 $ - $ 175,000.00 $ 83,578.88 0.0%47.8%4/9/2015 6/30/2018 PIPELINE INSPECTION & CONDITION ANALYSIS CORPORATION R2116 INSPECTION AND CONDITION ASSESSMENT OF THE RALPH W. CHAPMAN WATER RECYCLING FACILITY 14-INCH FORCE MAIN $ 302,092.00 $ (21,165.00) $ 280,927.00 $ 105,500.00 -7.0%37.6%12/18/2014 4/30/2017 PSOMAS VARIES AS-NEEDED DESIGN FY 15-16 $ 300,000.00 $ - $ 300,000.00 $ 42,775.58 0.0%14.3%9/11/2014 6/30/2017 PSOMAS Varies AS-NEEDED DESIGN FY 17-18 $ 500,000.00 $ 500,000.00 $ 88,912.56 0.0%17.8%7/1/2016 6/30/2018 Consultant Contract Status 12 RFYEAGER Varies AS-NEEDED CORROSION ENGINEERING AND RESERVOIR COATING INSPECTION $ 175,000.00 $ - $ 175,000.00 $ 164,136.50 0.0%93.8%2/9/2015 12/31/2017 RICK ENGINEERING COMPANY S2024 CAMPO ROAD SEWER MAIN REPLACEMENT PROJECT $ 805,705.00 $ - $ 805,705.00 $ 688,446.57 0.0%85.4%5/27/2014 12/31/2017 RICK ENGINEERING COMPANY Varies TRAFFIC ENGINEERING SERVICES FY 16-18 $ 175,000.00 $ - $ 175,000.00 $ 38,693.88 0.0%22.1%7/1/2015 6/30/2018 RICK ENGINEERING COMPANY Varies AS-NEEDED DESIGN FY 17-18 $ 500,000.00 $ 500,000.00 $ 14,212.50 0.0%2.8%7/1/2016 6/30/2018 CONSTRUCTION SERVICES AIRX UTILITY SURVEYORS Varies UTILITY LOCATING SERVICES FY 16-18 $ 350,000.00 $ 350,000.00 $ 122,788.00 0.0%35.1%10/12/2015 6/30/2018 ALYSON CONSULTING Varies CONSTRUCTION MGMT/INSPECTION FY 16-17 $ 350,000.00 $ (6,820.00) $ 343,180.00 $ 251,280.00 -1.9%73.2%7/1/2015 6/30/2017 CORRPRO COMPANIES INC Varies COATING INSPECTION FY 2016-2018 $ 175,000.00 $ 175,000.00 $ 78,544.25 0.0%44.9%1/7/2016 6/30/2018 HUNSAKER & ASSOCIATES Varies LAND SURVEYING FY16-18 $ 175,000.00 $ - $ 175,000.00 $ 48,758.00 0.0%27.9%1/20/2016 6/3/2018 MICHAEL BAKER INT'L INC P2083 870-2 PS CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES $ 853,457.00 $ - $ 853,457.00 $ 39,874.50 0.0%4.7%7/30/2014 12/31/2017 ENVIRONMENTAL HELIX ENVIRONMENTAL VARIES MAINTENANCE AND MONITORING OF THE SAN MIGUEL HABITAT MANAGEMENT AREA AND CIP ASSOCIATED MITIGATION PROJECTS $ 476,173.00 $ - $ 476,173.00 $ 232,319.20 0.0%48.8%12/19/2014 12/31/2017 ICF INTERNATIONAL JONES & STOKES INC VARIES AS-NEEDED ENVIRONMENTAL SERVICES FY 15/16/17 $ 375,000.00 $ - $ 375,000.00 $ 220,151.81 0.0%58.7%7/18/2014 6/30/2017 RECON P2494 PREPARATION OF THE SUBAREA PLAN $ 270,853.00 $ - $ 270,853.00 $ 238,561.36 0.0%88.1%3/28/2008 6/30/2018 WATER RESOURCES MICHAEL R. WELCH Varies ENGINEERING PLANNING SVCS. $ 100,000.00 $ - $ 100,000.00 $ 18,450.00 0.0%18.5%4/9/2014 6/30/2019 PUBLIC SERVICES AEGIS Varies AS-NEEDED DEVELOPER PROJECTS FY 15-16 $ 400,000.00 $ - $ 400,000.00 $ 236,202.94 0.0%59.1%2/12/2015 6/30/2017 TOTALS: $12,841,968.00 $ 85,781.00 $12,927,749.00 $6,237,772.88 0.7% Consultant CIP No.Project Title Original Contract Amount Total Change Orders Revised Contract Amount Approved Payment To Date % Change Orders % Project Complete Date of Signed Contract End Date of Contract QUESTIONS? 13 STAFF REPORT TYPE MEETING: Regular Board MEETING DATE: March 1, 2017 PROJECT: Various DIV. NO. ALL SUBMITTED BY: Adolfo Segura Chief, Administrative & IT Services APPROVED BY: German Alvarez, Assistant General Manager Mark Watton, General Manager SUBJECT: FY17 MID-YEAR REPORT FOR THE DISTRICT’S FY15-18 STRATEGIC PLAN GENERAL MANAGER’S RECOMMENDATION: No recommendation. This is an informational item only. COMMITTEE ACTION: Please see “Attachment A”. PURPOSE: To provide a mid-year status report on the District’s Fiscal Year (FY) 15-18 Strategic Performance Plan for FY17. ANALYSIS: Summary: The current Otay Water District Strategic Plan is a four-year plan covering FY15 through the end of FY18. This report details the results from the first half of the third year of our four-year plan. Strategic Plan Objectives – Target 90% Strategic Plan objectives are designed to ensure the District is making the appropriate high-level changes necessary to guide the agency’s efforts to meet new challenges and positively adapt to change. Objective results for FY17 mid-year are above target at 93%, with 27 of 29 active items complete or on schedule. There are two additional 2 objectives, however, they were not added to the target formula given that they are inactive or “on hold”. 27/29 (93%) of Strategic Objectives Meet or Exceed Expectations Following are objectives reported to be behind schedule. These projects have been delayed due to workload priorities, however, we expect they will be back on schedule in the third quarter. Performance Measures – Target 75% Performance measures are designed to track the District’s day-to-day performance. These items measure the effectiveness and efficiency of daily operations. The goal for performance measures is to achieve an overall result of at least 75% “on target”. FY17 year-to-date results of active measures remain above target with 34 of 39 (87%) items achieving the desired level or better. There are four additional items, Injury Incident Rate, Debt Ratio, Reserve Levels, and Accounts per FTE, which will be added and measured at year’s end. Most of the performance measures are unchanged from FY16. Staff will strive to keep many measures the same in order to establish long term trends on important measures. 34 of 39 (87%) YTD Performance Measures Are On or Above Target 3 Item Not On Target The performance measures that are not on target are the following: Project Closeout Time: Contractor acceptance of 711-1 and 711-2 Reservoir Interior/Exterior Coating Project was delayed due to contractor completion of punch list items. Overtime Expenses: Year-to-date expenses exceeded the budget at $68,523 versus $61,200 due to a number of after-hours water breaks. Although over budget for the quarter, the District is still below its yearly total overtime budget of $123,900. Direct Cost of Treatment per MGD: The Reclamation Plant was not in service from September 2016 – January 2017 for scheduled repairs and inspections. Although there was no effluent flow production, there were still costs for repairs and replacements. Sewer Overflow Rate (AWWA): Staff responded to a sanitary sewer overflow on November 13, 2016 near Fair Glen Road in Rancho San Diego. Staff immediately worked to assess and mitigate the issue by clearing the blockage. The blockage was a result of root overgrowth inside a sewer manhole. Main Flushing and Fire Hydrant Maintenance: Proactive flushing was suspended due to the drought. The only flushing performed was requested by Water Systems Operators to maintain water quality. Due to the latest rainfall, staff will be in engaging on proactive flushing in the upcoming quarter. AWWA Benchmarking Perspective Although AWWA has begun to use “time” as an indicator for calculating benchmarks and metrics, the District will continue to use “cost” for its operational benchmarks. Staff will evaluate the “time” perspective as an option for future reporting. Committee Reports – Slideshow (Attachment B) The Strategic Plan results are presented to both the Finance and Administration Committee and the Engineering and Operations Committee with a specific focus on the most relevant information for each Committee. Strategic Plan is Available on the District’s Website and via VPN All of the Strategic Plan results and associated details are provided via the District’s public facing website and through secure remote or VPN access. 4 FISCAL IMPACT: Joe Beachem, Chief Financial Officer Informational item only; no fiscal impact. STRATEGIC GOAL: Strategic Plan and Performance Measure reporting is a critical element in providing performance reporting to the Board and staff. LEGAL IMPACT: None. ATTACHMENTS: Attachment A – Committee Action Report Attachment B – Strategic Plan FY17 Mid-Year Report PowerPoint Presentation 5 ATTACHMENT A SUBJECT/PROJECT: FY17 MID-YEAR REPORT FOR THE DISTRICT’S FY15-18 STRATEGIC PLAN COMMITTEE ACTION: The Finance, Administration, and Communications Committee reviewed this item at a meeting held on February 15, 2017. The Committee supports presentation to the full Board for their consideration. 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. 1 STRATEGIC PLAN FY17 MID-YEAR REPORT Attachment B 2 Introduction 3 OWD Strategic Plan FY15 –FY18: The District’s Strategic Plan is developed with the Balanced Scorecard (BSC)strategic planning and management methodology,which is used and widely adopted by businesses across the globe.The BSC itself was developed by Kaplan and Norton and was originally published in 1992,in the Harvard Business Review.The model has evolved over time and is now in its third-generation.In brief,the BSC emphasizes alignment of business activities to the vision and strategy of the organization with goals and measures in four basic areas:financial,customer,business processes,and learning and growth. The District’s strategic plan is designed to track key organizational project objectives,and essential day- to-day performance measures.During FY17,staff continues to execute the completion of targeted projects and evaluate the potential to further streamline work-group processes and elevate performance metrics if warranted.Additional improvements to our Asset Management program will also be addressed via a recently developed multi-year strategic SCADA roadmap and a planned update to our decision analysis CIP management framework. 4 Deliver high quality services to meet and increase confidence of the customer 1.Increase customer confidence in the District 2.Improve and expand communications 3.Provide effective water services Manage the financial issues that are critical to the District 1.Improve financial information and systems 2.Maintain District financial strength Maximize efficiency and effectiveness 1.Actively manage water supply as well as support for water and sewer services 2.Identify and evaluate improvements to enterprise and departmental business processes Provide leadership and management expertise 1.Reinforce a results-oriented and accountable culture 2.Focus on achieving a lean flexible workforce Balanced Scorecard Strategies and Goals Customer Financial Business Processes Learning & Growth $$ 5AWWA Benchmarks 1 Technical Quality Complaint Potable Water Compliance Rate Collection System Integrity Sewer Overflow Rate 2 3 4 6Objectives 93% are Completed or On Schedule 0 5 10 15 20 25 Completed On Schedule Behind On Hold 4 23 2 2 Completed On Schedule Behind On Hold Objective Report 31 Total 7 COMPLETED Objectives 1.Address Dependency of Imported Water 2.Sewer System Business Evaluation 3.Evaluate the Viability of Implementing an Indirect Potable Reuse Program 4.Evaluate Efficiencies for Delivering Capital Assets 8 ON HOLD Objectives 1.Evaluate Requirements for Future Emergency Communication System 2.Implement a Habitat Conservation Plan that will Streamline O&M within District Easements 9Objectives 1.Optimize SCADA Program 2.Streamline Input of Operations Data BEHIND SCHEDULE 10Performance Measures 87% On Target Measure Report 43 Total 0 5 10 15 20 25 30 35 Completed On Target Not on Target On Hold Annual Measure 0 34 5 0 4 Completed On Target Not on Target On Hold Annual Measure 11Performance Measures 1.Project Closeout Time 2.Overtime Percentage 3.Direct Cost of Treatment per MGD 4.Sewer Overflow Rate 5.Main Flushing and Fire Hydrant Maintenance NOT ON TARGET 12 Mid-Year Results Administrative Services 13Gallons Per Capita Per Day Target: Below 172 gallons per day (Target comes from California Urban Water Control Council & the State Water Resources Control Board) Measurement Method QTR: Total potable water purchased/Population (from SANDAG)/Number of days through the end of the quarter YTD: Total annual potable water purchased/Annual population estimate from SANDAG/Number of days through the end of the quarter 135.5 107.2 121.3 172 172 172 172 172 0 20 40 60 80 100 120 140 160 180 200 Q1 Q2 Q3 Q4 YTD Result Target 14Enterprise Technology Services Availability Target: No less than 99.5%availability per quarter in a year 99.5 99.5 99.5 99.5 99.5 99.5 99.5 99.5 98 98.2 98.4 98.6 98.8 99 99.2 99.4 99.6 Q1 Q2 Q3 Q4 AVG Result Target Measurement Method Annual Average:99.5% = 3.60 hours of downtime per month/1.83 days of downtime in a year 15Employee Turnover Rate Target: Less than 5%turnover in a year 0 0 0 5 5 5 5 5 0 1 2 3 4 5 6 Q1 Q2 Q3 Q4 YTD Result Target QTR:# of voluntary resignations (not including retirements)/average # of employees Measurement Method YTD:YTD # of voluntary resignations (not including retirements)/average # of employees No turnovers in Q1 & Q2 16Training Hours Per Employee Target: 12 hours or more general formal training per employee in a year (excludes safety training) 6.35 6.55 12.85 3 3 3 3 12 0 2 4 6 8 10 12 14 Q1 Q2 Q3 Q4 YTD/AVG Result Target Measurement Method QTR:Total qualified training hours for all employees/average # of FTEs YTD:YTD Total qualified training hours for all employees/Average # of FTEs 17Safety Training Program Target: 24 hours or more safety training per field employee in a year 6.64 6.75 13.396666 24 0 5 10 15 20 25 30 Q1 Q2 Q3 Q4 YTD/AVG Result Target Measurement Method QTR:# of safety training hours for the quarter/ # of field employees YTD:YTD Total qualified safety training hours for field employees/average # of field employees 18 Engineering 19CIP Project Expenditures vs. Budget Target: 95% of budget but not to exceed 100%in a year Being below target gives the measure a “not on target” status Measurement Method OTR:Actual quarterly expenditures/Annual budget YTD:YTD expenditures/Annual budget 18.9 19.8 38.715 21 29 35 100 0 20 40 60 80 100 120 Q1 Q2 Q3 Q4 YTD Result Target 20Construction Change Order Incidence (w/o allowances) Target: No more than 5%per quarter in a year 1.2 2.1 2.1 5 5 5 5 5 0 1 2 3 4 5 6 Q1 Q2 Q3 Q4 YTD Result Target *QTR and YTD result are the life to dare change order rates for all active projects in FY17 Measurement Method Total cost of Change Orders (not including allowances)/Total original construction contract amount (not including allowances) 21 Mark-Out Accuracy Target: No less than 100%mark-out accuracy per quarter in a year 100 100 100 100 100 100 100 100 0 20 40 60 80 100 120 Q1 Q2 Q3 Q4 YTD Result Target Measurement Method # of mark-outs performed without an at-fault hit, which is damage to a District facility that results from a missing or erroneous mark- out/Total # of mark-outs performed 22Project Closeout Time Target: No more than a 45 day average per quarter in a year 0 48.5 48.5 45 45 45 45 45 0 10 20 30 40 50 60 Q1 Q2 Q3 Q4 YTD Result Target Measurement Method QTR:# of days between NOSC and NOC for all construction projects within the quarter/# of construction projects within the quarter YTD:YTD # of days between NOSC and NOC for all construction projects within the quarter/YTD # of construction projects within the quarter 23Annual Recycled Water Site Inspections Target: 100%of recycled sites inspected in a year (There are 147 recycled water use sites scheduled for FY17) Measurement Method Cumulative % of recycled sites inspected per quarter of those required by DEH 31.2 58.5 58.525 50 75 100 100 0 20 40 60 80 100 120 Q1 Q2 Q3 Q4 YTD Result Target 24Recycled Water Shutdown Testing Target: No less than 90%of recycled site shut down tests in a year (There are 45 recycled water use sites due for shutdown in FY17) Measurement Method Cumulative % of recycled site shutdown tests performed per year compared to those scheduled 24 51 5122.5 45 67.5 90 90 0 10 20 30 40 50 60 70 80 90 100 Q1 Q2 Q3 Q4 YTD Result Target 25 Finance 26 Measurement Method QTR:# of all calls answered/ # of all calls received during a quarter YTD:YTD # of all calls answered/ YTD # of all calls received Answer Rate Target: No less than 97%average answer rate per quarter in a year 98.09 98.19 98.14 97 97 97 97 97 95 95.5 96 96.5 97 97.5 98 98.5 Q1 Q2 Q3 Q4 YTD Result Target 27 Measurement Method QTR:Total operations O&M costs/ # of accounts YTD:YTD total operations O&M costs/ # of accounts O&M Cost Per Account Target: Less than $540.00 per account in a single year (Target is based on Operating Budget) 117 137 254 120 141 140 139 540 100 150 200 250 300 350 400 450 500 550 Q1 Q2 Q3 Q4 YTD Result Target 28 Measurement Method QTR:# of correct bills during the reporting period/ # of total bills during the reporting period YTD:YTD # of correct bills during the reporting period/ YTD # of total bills during the reporting period Billing Accuracy Target: No less than 99.8%billing accuracy per quarter in a year 99.99 99.99 99.99 99.8 99.8 99.8 99.8 99.8 98 98.5 99 99.5 100 100.5 Q1 Q2 Q3 Q4 YTD Result Target 29Overtime Percentage Target: Less than 100%of budgeted overtime per quarter in a year (Target is based on Operating Budget; FY16 Overtime Budget is $94,100) Measurement Method QTR: Actual overtime costs (including comp time)/ Budgeted overtime costs YTD:YTD actual overtime costs (including comp time)/ YTD budgeted overtime costs 97.64 124 112 100 100 100 100 100 0 20 40 60 80 100 120 140 160 Q1 Q2 Q3 Q4 YTD Result Target 30Sewer Rate Ranking Target: Bottom 50 percentile for the 28 sewer service providers in San Diego (Otay ranks 7 out of 28 sewer service providers) Measurement Method Otay ranking for the average bill for sewer/ # of sewer agencies 7 7 14 14 0 5 10 15 20 25 Q1 YTD Result Target 31Water Rate Ranking Target: Bottom 50 percentile for the 22 member agencies in San Diego (Otay ranks 11 out of 22 member agencies) Measurement Method Otay ranking for the average water bill among CWA member agencies 11 11 11 11 0 5 10 15 20 Q1 YTD Target Result 32Percent of Customers Paying Bills Electronically Target: In development (No set targets in FY17; a baseline will be established in FY16 & 17 and appropriate targets will be recommended for the FY18 Strategic Plan) Measurement Method YTD:YTD # of customers paying bills electronically/ Total # of customers QTR:# of customers paying bills electronically/ Total # of customers 75.14 75.64 75.39 0 10 20 30 40 50 60 70 80 90 100 Q1 Q2 Q3 Q4 YTD Result Target 33Distribution System Loss Target: Less than 5%of unaccounted water loss per quarter in a year Measurement Method 100 [volume purchased (from CWA) –(volume sold (to customers) + volume used District usage)] / volume purchased (from CWA)) 4.3 4 4 5 5 5 5 5 0 1 2 3 4 5 6 7 8 9 10 Q1 Q2 Q3 Q4 YTD Result Target 34 Operations 35Technical Quality Complaint (AWWA) Target: No more than 9 complaints per 1000 customer accounts in a year Measurement Method QTR:1000 (# of technical quality complaints per quarter)/# of active customer accounts per reporting period YTD:1000 (YTD # of technical quality complaints per year)/ # of active customer accounts per reporting period) 1.15 0.81 1.96 8.4 2.25 2.25 2.25 2.25 9 0 1 2 3 4 5 6 7 8 9 10 Q1 Q2 Q3 Q4 YTD Result AWWA Target AW W A B e n c h m a r k 36Planned Potable Water Maintenance Ratio in $ Target: 66% or greater of all labor dollars spent on preventative maintenance per quarter in a year Measurement Method Total planned maintenance cost/ Total maintenance cost 72 71 75 66 66 66 66 66 50 55 60 65 70 75 80 85 90 95 100 Q1 Q2 Q3 Q4 YTD Result Target 37 Measurement Method Total planned maintenance costs/Total maintenance costs Planned Recycled Water Maintenance Ratio in $ Target: 70%or greater of all labor spent on preventative maintenance per quarter in a year 59 97.1 84.7 70 70 70 70 70 0 20 40 60 80 100 120 Q1 Q2 Q3 Q4 YTD Result Target 38Planned Wastewater Maintenance Ratio in $ Target: 77% or greater of all labor dollars spent on preventative maintenance per quarter in a year Measurement Method Total planned maintenance cost/Total maintenance cost 88.95 89.75 89.44 77 77 77 77 77 50 55 60 65 70 75 80 85 90 95 100 Q1 Q2 Q3 Q4 YTD Result Target 39Direct Cost of Treatment Per MGD Target: No more than $1050 per MG spent on wastewater treatment per quarter in a single year (Targets each quarter will vary based on high and low demand times) Measurement Method Total O&M costs directly attributable to sewer treatment/ Total volume in MG 951.88 0 1167.7 900 1200 1200 900 1050 0 200 400 600 800 1000 1200 1400 Q1 Q2 Q3 Q4 YTD Result Target *Treatment Plant not in service in Q2r 40O&M Cost Per MG Processed of Wastewater Target: No more than $1925 per MG spent on O&M for wastewater treatment in a year (Targets each quarter will vary based on high and low demand times) Measurement Method QTR:Total O&M cost/ MGP FYTD O&M Cost = (Power Cost) + (Staff Cost) + (Equipment Cost) / FYTP MGP YTD:FYTD O&M Cost MGP/ FYTD Total MGP 1098.14 0 1572.95 1550 2100 2100 1550 1925 0 500 1000 1500 2000 2500 Q1 Q2 Q3 Q4 YTD Result Target *Treatment Plant not in service in Q2r 41Percent of PMs Completed –Fleet Maintenance Target: No less than 90%of scheduled PM’s completed per quarter in a year Measurement Method # of PM’s completed/ # of PM’s scheduled to be completed 100 100 100 90 90 90 90 90 0 20 40 60 80 100 Q1 Q2 Q3 Q4 Annual Result Target 42Percent of PMs Completed –Reclamation Plant 97 98 97 90 90 90 90 90 75 80 85 90 95 100 105 110 Q1 Q2 Q3 Q4 YTD Result Target Target: No less than 90%of scheduled PM’s completed per quarter in a year Measurement Method # of PM’s completed/ # of PM’s scheduled to be completed in a reporting period 43Percent of PMs Completed –Pump/Electric Section 100 100 100 90 90 90 90 90 75 80 85 90 95 100 105 110 Q1 Q2 Q3 Q4 YTD Result Target Target: No less than 90%of scheduled PM’s completed per quarter in a year Measurement Method # of PM’s completed/ # of PM’s scheduled to be completed in a reporting period 44System Valve Exercising Program Target: Exercise 770 valves per quarter or 3080 valves by the end of fiscal year Measurement Method Actual number of valves exercised in the reporting period 793 787 1580770770770770 3080 0 500 1000 1500 2000 2500 3000 3500 Q1 Q2 Q3 Q4 YTD Result Target 45Potable Water Distribution System Integrity Target: No more than 16 leaks and breaks per 100 miles of distribution piping in a year Measurement Method 100 (annual total number of leaks + annual total number of breaks) / total miles of distribution piping 2.4 2.97 5.38 4 4 4 4 16 0 2 4 6 8 10 12 14 16 18 20 Q1 Q2 Q3 Q4 YTD Result Target 46Potable Water Compliance Rate (AWWA) Target: No less than 100%of all health related drinking water standards each quarter in a year Measurement Method 100 (# of days the primary health regulations are met)/ # of days in the reporting period 100 100 100 100 100 100 100 100 100 50 60 70 80 90 100 110 Q1 Q2 Q3 Q4 YTD Result AWWA Target 47Collection System Integrity (AWWA) Target: No more than 3.6 system failures per 100 miles of collection system pipeline in a year Measurement Method QTR:100 (total number of collection system failures during the year) / total miles of collection system piping YTD:Cumulative number of failures per quarter in a FY 0 1 1 1.20.9 0.9 0.9 0.9 3.6 0 1 2 3 4 5 6 7 8 Q1 Q2 Q3 Q4 YTD Result AWWA Target 48Recycled Water System Integrity Target: No more than 6.6 leaks or breaks per 100 miles of recycled distribution system in a year Measurement Method (100 x # of leaks or breaks)/ # of miles of distribution system 0 0 0 1.65 1.65 1.65 1.65 6.6 0 1 2 3 4 5 6 7 Q1 Q2 Q3 Q4 YTD Result Target 49Sewer Overflow Rate (AWWA) Target: 0 overflows per quarter in a year Measurement Method QTR:100 (total number of sewer overflows during the reporting period) / total miles of pipe in the sewage collection system 0 1 0 0 0 1.2 0 0 0 0 00 1 2 3 4 5 6 7 8 Q1 Q2 Q3 Q4 YTD Result AWWA Target YTD:Cumulative number of overflows per quarter in a FY 50Emergency Facility Power Testing Target: 100%of the District’s facilities tested per year (The District currently has 29 powered ready facilities) Measurement Method Number of facilities tested / total facilities 34 55 55 31 48 75 100 100 0 20 40 60 80 100 Q1 Q2 Q3 Q4 YTD Result Target 51Tank Inspection and Cleaning Annual Target: Clean and inspect 8 tanks or more per year Measurement Method Number of tanks cleaned and inspected 4 3 7 8 8 8 8 8 0 2 4 6 8 10 12 14 Q1 Q2 Q3 Q4 YTD Result Target 52Main Flushing and Fire Hydrant Maintenance Target: 215 or more mains flushed and fire hydrants maintained in a single year (The target of 215 is comprised of 165 hydrants and 50 mains) Measurement Method Number of mains flushed and hydrants maintained 11 34 45 54 54 54 54 215 0 50 100 150 200 250 Q1 Q2 Q3 Q4 YTD Result Target 53Critical Valve Exercising Target: Exercise 631 identified critical valves in a year Measurement Method Number of critical valves exercised in a reporting period 585 46 631 631 631 631 631 631 0 100 200 300 400 500 600 700 800 900 1000 Q1 Q2 Q3 Q4 YTD Result Target 54 Next Steps 55 1 Continue to Monitor Deliverables from Project Plans Utilize Updated Systems to Collect Performance Data Begin to Analyze Performance-Based Data Set New Targets Based on Data Collected 2 3 4