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HomeMy WebLinkAbout2012-07-05 - Planning-Engineering-Operations Committee Meeting Agenda Packet Yorba Linda Water District AGENDA YORBA LINDA WATER DISTRICT PLANNING-ENGINEERING-OPERATIONS COMMITTEE MEETING Thursday, July 5, 2012, 4:00 PM 1717 E Miraloma Ave, Placentia CA 92870 COMMITTEE STAFF Director Ric Collett, Chair Ken Vecchiarelli, General Manager Director Robert R. Kiley Steve Conklin, Engineering Manager Lee Cory, Operations Manager 1. PUBLIC COMMENTS Any individual wishing to address the committee is requested to identify themselves and state the matter on which they wish to comment. If the matter is on this agenda, the committee Chair will recognize the individual for their comment when the item is considered. No action will be taken on matters not listed on this agenda. Comments are limited to matters of public interest and matters within the jurisdiction of the Water District. Comments are limited to five minutes. 2. ACTION CALENDAR This portion of the agenda is for items where staff presentations and committee discussions are needed prior to formal committee action. 2.1. Terms and Conditions for Water and Sewer Service with Remarc Management, Inc. Recommendation: That the Committee recommend the Board of Directors approve the Terms and Conditions for Water and Sewer Service with Remarc Management, Inc., Job No. 201211. 2.2. Approval of Change Order No. 1 for Pressure Regulating Stations Upgrade Project, Phase 1 Recommendation: That the Committee recommend the Board of Directors approve Change Order No. 1 for 27 additional work days and no additional cost to Vido Samarzich, Inc. for construction of the Pressure Regulating Stations Upgrade Project, Job No. 201108. 2.3. Change Order No. 2 for Green Crest Lift Station Repairs Recommendation: That the Committee recommend the Board of Directors approve Change Order No. 2 in the amount of$20,745 to Pascal& Ludwig Constructors for discharge pipe replacement for Green Crest Lift Station Repairs, Job No. 2011-16S. 2.4. Northeast Area Planning Study Recommendation: That the Committee recommend the Board of Directors authorize execution of a Professional Services Agreement with Carollo Engineers, Inc. in the amount of$102,883 to provide professional services to update, calibrate, and analyze the District's water system hydraulic model and to prepare a Northeast Area Planning Study. 2.5. Richfield Chlorine System Programable Logic Controllers (PLC's) Replacement Recommendation: That the Committee recommend the Board of Directors approve the purchase of four new PLC's and necessary equipment needed to upgrade the chlorine system to todays standard. The cost of this equipment is approximately $15,887.15. Additionally, the new PLC's will need to be programed by the chlorine system manufacturer as this is a proprietary system and they are the only authorized people to perform this work. This cost is based on an hourly rate and it is estimated to be $18,400. 2.6. Purchase of a 2012 (8-10 Yard) Dump Truck Recommendation: That the Committee recommended the Board of Directors authorize the General Manager to execute a contract with Inland Kenworth (Montebello) for the specified dump truck, with a Scelzi/Paramount dump body, in the amount of$147,639.29. 3. DISCUSSION ITEMS This portion of the agenda is for matters such as technical presentations, drafts of proposed policies, or similar items for which staff is seeking the advice and counsel of the Committee members. This portion of the agenda may also include items for information only. 3.1. Monthly Preventative and Reactive Maintenance Report 3.2. Monthly Groundwater Production and Purchased Import Water Report 3.3. Groundwater Producers Meeting Report 3.4. Status Report on Capital Projects in Progress 3.5. Status of Strategic Plan Initiatives 3.6. Future Agenda Items and Staff Tasks 4. ADJOURNMENT 4.1. The next meeting of the Planning-Engineering-Operations Committee will be held Thursday, August 2, 2012 at 4:00 p.m. Items Distributed to the Committee Less Than 72 Hours Prior to the Meeting Pursuant to Government Code section 54957.5, non-exempt public records that relate to open session agenda items and are distributed to a majority of the Committee less than seventy-two (72) hours prior to the meeting will be available for public inspection in the lobby of the District's business office located at 1717 E. Miraloma Avenue, Placentia, CA 92870, during regular business hours. When practical, these public records will also be made available on the District's internet website accessible at http://www.ylwd.com/. Accommodations for the Disabled Any person may make a request for a disability-related modification or accommodation needed for that person to be able to participate in the public meeting by telephoning the Executive Secretary at 714-701-3020, or writing to Yorba Linda Water District, P.O. Box 309, Yorba Linda, CA 92885-0309. Requests must specify the nature of the disability and the type of accommodation requested. A telephone number or other contact information should be included so the District staff may discuss appropriate arrangements. Persons requesting a disability-related accommodation should make the request with adequate time before the meeting for the District to provide the requested accommodation. ITEM NO. 2.1 AGENDA REPORT Meeting Date: July 5, 2012 Budgeted: N/A To: Planning-Engineering- Operations Committee Funding Source: Developer Funded From: Ken Vecchiarelli, General Account No: 1/2-2600 Manager Job No: 201211 Presented By: Steve Conklin, Engineering Dept: Engineering Manager Reviewed by Legal: N/A Prepared By: Ariel Bacani, Engineering CEQA Compliance: N/A Technician II Subject: Terms and Conditions for Water and Sewer Service with Remarc Management, Inc. SUMMARY: Remarc Management, Inc. is proposing to develop an Orchard Supply Hardware store within an existing shopping center at 17474 Yorba Linda Blvd. The 1 .02-acre project site is located on the south side of Yorba Linda Blvd., between Valley View Blvd. to the west, and Richfield Rd. to the east. Proposed Terms and Conditions for Water and Sewer Service and an exhibit depicting the project site and proposed improvements are attached for reference. STAFF RECOMMENDATION: That the Committee recommend the Board of Directors approve the Terms and Conditions for Water and Sewer Service with Remarc Management, Inc., Job No. 201211 . DISCUSSION: The District has an existing 8-inch water pipeline located in an easement looping through the project site. The applicant requests to relocate approximately 180 feet of the existing pipeline to facilitate construction of the proposed home improvement center. The new construction includes the installation of a double-check detector assembly for the private fire suppression system, one water service and the relocation of an existing fire hydrant. Remarc Management, Inc. proposes to abandon a portion of a private 6-inch sewer main line and reconnect to an adjacent public sewer manhole. The applicant will also construct a sewer lateral to serve the project site. The Terms and Conditions for Water and Sewer with Remarc Management, Inc. are attached for your consideration. ATTACHMENTS: Name: Description: Type: 201211 T C.doc Terms&Conditions for Water&Sewer Service with Agreement Remarc Management, Inc. Exhibit of Proposed Water&Sewer Improvements for 201211 Exhibit.pdf Agreement Remarc Management, Inc. Date: JULY 12, 2012 YORBA LINDA WATER DISTRICT TERMS AND CONDITIONS FOR WATER AND SEWER SERVICE NAME OF APPLICANT: REMARC MANAGEMENT, INC. LOCATION OF PROJECT: 17474 YORBA LINDA BLVD., YORBA LINDA TRACT NUMBER: N/A JOB NUMBER: 201211 LOT(S): 1 The applicant will be required to complete to the satisfaction of the District the following items that have an "X" following the number. 1) X The applicant shall provide the District with a copy of the Grant Deed or Title Report of the property to be served. 2) X The applicant shall include information deemed necessary by the District in the event the applicant is required to file a Department of Real Estate Tax Disclosure statement. 3) The applicant shall provide to all purchasers of the homes a statement that the home is located within Improvement District No. 1 and that the home is subject to a property tax over and above the normal 1% Basic Tax Levy to pay for Production, Storage, and Transmission water facilities serving Improvement District No. I. 4) The applicant shall provide to all purchasers of the homes a statement that the home is located within Improvement District No. 2 and that the home is subject to a property tax over and above the normal 1% Basic Tax Levy to pay for Production, Storage, and Transmission water facilities serving Improvement District No. 2. 5) X The applicant shall submit two (2) sets of the improvement plans to the District for plan check processing. a) Improvement Plans b) Grading Plans c) Tract, Parcel or Vesting Map d) Landscaping Plans 6) X Improvement Plans submitted for plan check shall comply with the submittal requirements established by the YLWD Engineering Department. Page 2 of 5 NAME OF APPLICANT: REMARC MANAGEMENT, INC. LOCATION OF PROJECT: 17474 YORBA LINDA BLVD., YORBA LINDA 7) X The applicant shall dedicate or obtain all easements deemed necessary by the District in accordance with the Rules and Regulations of the District. All easement documents shall be prepared under the supervision of and stamped by a Professional Land Surveyor or a Registered Civil Engineer (licensed prior to January 1, 1982) licensed to practice in the State of California. 8) X The applicant shall provide the District with a copy of the Recorded Tract/Parcel Map(s) or Easement Documents illustrating all District easements required by Term and Condition No. 7, prior to requesting occupancy releases. 9) X The applicant shall prepare and process all easements to be quitclaimed by the District in accordance with the Rules and Regulations of the District. 10) X The applicant shall furnish the District with a 24-hour emergency telephone number prior to the District's approval of the construction plans. 11) X The applicant shall notify the District 48 hours prior to initiating any work related to required or proposed improvements. 12) X The applicant shall complete a Temporary Construction Meter Permit application for all water to be used in construction work and all water used under such permit shall be taken from the approved construction meter. 13) X The applicant shall provide per the District specifications one complete set of "As Built" mylars and electronic copy of ACAD drawings (version 2008 or later) for the Water facilities. 14) X The applicant shall complete an Application to and Agreement for Water Service. 15) X The applicant shall pay all of the water fees as required by the Rules and Regulations of the District. 16) X The applicant shall pay meter fees associated with the installation of radio read meters for this project. 17) X The applicant shall comply with the Rules and Regulations of the Yorba Linda Water District with regard to the Rendition of Water Service. 18) X The applicant shall provide the District with a set of plans stamped and approved by the Orange County Fire Authority, or fire agency having jurisdiction, that identifies approved fire hydrant locations. Such approved plan must be submitted to the District before staff will initiate a District plan check for water improvements. Page 3 of 5 NAME OF APPLICANT: REMARC MANAGEMENT, INC. LOCATION OF PROJECT: 17474 YORBA LINDA BLVD., YORBA LINDA 19) X The applicant shall have all water facilities designed in accordance with the District's Water Facilities Plan and the District's Standard Specifications. All design plans shall be prepared under the supervision of and stamped by a Registered Civil Engineer licensed to practice in the State of California. 20) X The applicant's water facilities (on-site) shall be Privately owned and maintained. 21) X The applicant shall be required to conduct flow tests at their cost in the event the Orange County Fire Authority requires a flow test. A District representative shall be present to witness the flow test. 22) X The applicant shall comply with all additional District requirements, relative to the fire protection system, fire hydrant construction and fire hydrant locations. 23) The applicant shall install one 1 water Sampling Station(s) in conformance with the District's Standard Plans. 24) X The applicant shall provide a completed Surety Bond for the water facilities prior to the District signing the Water Improvement Plans. The applicant shall also provide to the District an estimate of the construction costs of the proposed water facilities. 25) The applicant shall install the curb and gutters a minimum of one week prior to the installation of the water main and services. 26) X All existing water services that are not useable in the new plan shall be cut and plugged at the main line. 27) X The applicant shall coordinate through the District all connections of new water facilities to the existing District facilities. 28) X The applicant shall provide a written copy of the Bacteriological Report prior to occupancy releases certifying that the water meets the Health Department's requirements. 29) X The applicant shall adjust and raise to grade all valve covers within the limits of this project. 30) X The applicant shall install a pressure regulator in all dwellings that have over 80 p.s.i. static water pressure in accordance with the appropriate building codes. 31) X The applicant shall complete a Temporary Water Permit for all water that will be used through the new water services to serve the new dwellings. Page 4 of 5 NAME OF APPLICANT: REMARC MANAGEMENT, INC. LOCATION OF PROJECT: 17474 YORBA LINDA BLVD., YORBA LINDA 32) X The applicant shall install a District approved backflow device in connection with any private fire suppression sprinkler facilities that may be required by the Orange County Fire Authority or fire agency having jurisdiction. 33) X The applicant shall install a reduced pressure principle backflow prevention device on all commercial buildings and landscape services. 34) X The applicant shall install and provide a written test report to the District for each backflow device certifying that the backflow devices are operating properly prior to the water meters being turned on for service. 35) X The applicant shall install and provide a written test report to the District certifying that the double check detector assembly is operating properly prior to the double check detector assembly being turned on for service. 36) X The applicant shall provide an annual written test report to the District certifying that the backflow devices and fire detector assemblies are operating properly pursuant to the District's Backflow Prevention Program and the State of California Administrative Code, Title 17, Public Health Rules and Regulations Relating to Cross-Connections. 37) The applicant shall complete a Sewer Connection Application and Permit for Sewer Service. 38) X The applicant shall complete an Application to and Agreement for Sewer Service. 39) X The applicant shall comply with the Rules and Regulations of the Yorba Linda Water District with regard to the Rendition of Sanitary Sewer Service. 40) X The applicant shall pay all of the sewer fees as required by the Rules and Regulations of the District. 41) X The applicant shall have all sewer facilities designed in accordance with the District's Sewer Master Plan and Standard Specifications. All design plans shall be prepared under the supervision of and stamped by a Registered Civil Engineer licensed to practice in the State of California. 42) X The applicant shall provide a completed Surety Bond for the sewer facilities prior to the District signing the Sewer Improvement Plans. The applicant shall also provide to the District an estimate of the construction costs of the proposed sewer facilities. 43) X The applicant's sewer facilities (on-site) shall be Privately owned and maintained. 44) X The applicant shall construct a sewer main and appurtenances in conformance with the approved plans and the District's Plans and Specifications. Page 5 of 5 NAME OF APPLICANT: REMARC MANAGEMENT, INC. LOCATION OF PROJECT: 17474 YORBA LINDA BLVD., YORBA LINDA 45) X The applicant shall adjust and raise to grade all sewer manhole covers within the limits of this project. 46) X The applicant shall install a sewer backflow prevention valve on all sewer service connections in which the pad elevations of the property being served is lower than the rim elevation of the upstream manhole. Installation of the backflow device shall comply with all requirements of the Building and Plumbing Codes of the appropriate agency having jurisdiction. 47) X The applicant shall submit a video inspection report of their sewer project in DVD format. The video of the sewer facilities shall be conducted in the presence of the District inspector, which will include stationing locations of manholes, cleanouts, wyes, laterals, backflow devices and appurtenances. (END OF STANDARD TERMS AND CONDITIONS) PROJECT SPECIFIC TERMS AND CONDITIONS 48) X The applicant shall abandon a portion of an existing 8-inch AC water main within the project site and construct approximately 250 feet of new 8-inch water main to bypass the abandoned pipeline section; install one new water service, one new fire protection line and relocate one existing fire hydrant, per approved plans and District Specifications. 49) X The applicant shall abandon a portion of an existing 6-inch private sewer line within the project site and reconnect it to an adjacent public sewer manhole, and install one new sewer lateral per approved plans and District Specifications. I hereby certify that the foregoing Terms and Conditions were approved at the July 12, 2012 Regular Meeting of the Board of Directors of the Yorba Linda Water District. The approved Terms and Conditions shall become void six (6) months from the approval date if a formal Application To and Agreement with the Yorba Linda Water District for Sewer Service is not executed for the project under consideration. Kenneth R. Vecchiarelli, P.E., General Manager - �------------------------------------------ ------ Jt JI YORBA LINDA BOULEVARD II I ( I II N N II = II e I cm wlEBB- —ER I mil m m I s .'I — _ _ _ L_- - - - EX.B"SWER� — ------ -0— —EX.6_'WATER— EXISTING 8" PROPOSED NE WATER MAIN BUILDING TO BE REMOVED : a PROPOSED WATER MAIN (250 L.F.APPROX.) EXISTING BUILDING T RECONNECT EXISTING WATER m I r 8 FIRE SERVICE ' TO NEW WATER I MAIN I EX.6"SEWER TO BE REMOVED(PRIVATE) _ _ > I �EX.6"SEWER REMAIN(PRIV --------- EX.6"WATER ----- _— L---='EX T ---- --- n — — — ---� ----- EX.B"S— — — PROPOSED SEWER R PROPOSED WATER MAIN(PRIVATE) SERVICE EX.FIRE HYDRANT PROPOSED DCDA TO BE RELOCATED EXISTING 4"DCDA PROPOSED SEWER TO BE REMOVE LATERAL PREPARED BY: EXHIBIT "B" SCALE: NO SCALE: YORBA LINDA WATER DISTRICT VALLEY VIEW CENTER IMPROVEMENTS DATE: FOR El 1717 E. MIRALOMA AVENUE REMARC MANAGEMENT, INC 06/19/2012 PLACENTIA, CALIFORNIA 92870 17474 YORBA LINDA BLVD., YORBA LINDA CA 92886 FILENAME: (714) 701-3100 ITEM NO. 2.2 AGENDA REPORT Meeting Date: July 5, 2012 Budgeted: Yes Total Budget: $500,000 To: Planning-Engineering- Cost Estimate: No Cost Operations Committee Funding Source: All Water Funds From: Ken Vecchiarelli, General Account No: 101-2700 Manager Job No: J-201108 Presented By: Steve Conklin, Engineering Dept: Engineering Manager Reviewed by Legal: N/A Prepared By: Derek Nguyen, Water Quality CEQA Compliance: Exempt Engineer Subject: Approval of Change Order No. 1 for Pressure Regulating Stations Upgrade Project, Phase 1 SUMMARY: Construction is beginning in early July 2012 for the Pressure Regulating Stations Upgrade Project. Submitted for consideration is Change Order No. 1 for 27 work days and no added cost for additional time for fabrication and delivery of the precast concrete vault for the Van Buren site. STAFF RECOMMENDATION: That the Committee recommend the Board of Directors approve Change Order No. 1 for 27 additional work days and no additional cost to Vido Samarzich, Inc. for construction of the Pressure Regulating Stations Upgrade Project, Job No. 201108. DISCUSSION: In accordance with the contract documents, Vido Samarzich, Inc. submitted Change Order No. 1 for changed conditions for the dimensions for the the concrete vault for the Van Buren Pressure Regulating Station. Proposed Change Order No. 1 requests an additional 27 work days required to modify the vault design and fabrication based on field measurements and the need for a thicker vault roof section to accommodate truck loads. District staff and its engineering consultant reviewed the changed conditions and the time request and recommend approval. A copy of Change Order No. 1 is attached for review and information. The status of the construction contract with Vido Samarzich is as follows: • The current contract is $597,020.00 and 111 work days starting June 12, 2012. • If approved, Change Order No. 1 adds 27 work days (24.3% of current contract days) and no additional cost. . If approved, the revised construction contract is 138 work days. STRATEGIC PLAN: SR 3-A: Complete Implementation of Five Year Capital Improvement Plan from FY 2011-2015 with adopted amendments PRIOR RELEVANT BOARD ACTION(S): On May 10, 2012 the Board of Directors awarded the construction contract in the amount of $597,020 to Vido Samarzich, Inc. for the construction of the Pressure Regulating Stations Upgrade, Job No. 2011-08. ATTACHMENTS: Description: Type: C01 - 001 Time Extension PRS Project Backup Material 27 day extension for concrete vault Van Buren PRS.pdf JUN-22-2t 12 G-50A FFI-1i T0: 171 -101.-1 R i YORBA LINDA WATER DISTRICT CHANGE ORDER NO. 'I DATE .tune 28, 2012 Page 1 Of 1 CONTRACT NAME.: Pressure Reguiating Stations Upgrade CONTRACT All $597,020.00 DAYS; 111 CONTRACTOR: Vida Samarzich, Inc, THIS CHANGE: $0 DAYS: 27 PROJECT 1 2011-08 OWNER: Yorba Linda Water District REVISED CONTRACT AMT: $597,020.00 DAYS. 138 This Change Order covers changes to the subject contract as describad herein.The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order items for a lump sum price agreed upon between the Contractor and Yorba Linda Water District otherwise referred to as Owner. +INCREASE CONTRACT TIME DESCRIPTION OF CHANGES /OR +EXTENSION 1 DECREASE IN OR-REDUCTION CONTRACT (DAYS) AMOUNT 27-day extension for lead time $0 27 due to design changes on concrete vault NET CHANGE $o 27 REVISED CONTRACT AMOUNT AND TIME $597,020.00 138 The amount of the contract will be increased by the sum of$0 and the contract time shall be increased by 27 calendar days The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item including any and a€I supervision costs and other miscellaneous costs relating to the change in work,and as to the extension of time allowed,if any, for completion of the entire work on account of said Change Order.The Contractor agrees to furnish all labor and materials and perform ali other necessary work, inclusive of that directly or indirectly related to the approved time extension, required to complete the Change Order items This document will become a supplement of the contract and all provisions will apply hereto. It is understood that the Change Order shall be effective when approved by the Owner, This Change Order constitutes full,final, and complete compensation to the Contractor for all costs, expenses, overhead, profit, and any damages of every kind that the Contractor may incur In connection with the above referenced changes in the work, including any impact on the referenced work of any other work under the contract, any changes in the sequences of any work, any delay to any work, any disruption of any work, any rescheduling of any work,and any other effect on any of the work under this contract. By the execution of the Change Order, the Contractor accepts the contract price change and the contract completion date change, if any, and expressly waives any claims for any additio compensation, damages or time extensions, in connection with the above-referenced changes, r RECOMMENDED; _ OWNER DATE: eve C kil�n,/ ine i g Manager II ACCEPTED: (/ CONTRACTOR GATE: 'VTdo_Sama&K_-h, Vic -President Vido Samarzich, Inc, APPROVED: OWNER DATE: Ken Vecchiarelll, General Manager VI DO SAMARZICH, INC. General Engineering Contractor No 433210A 4972 Crestview Place, Alta Loma, California 91701 TELEPHONE 909-987-6377 FAX 909-987-8988 June 28, 2012 Yorba Linda Water District 1717 E. Miraloma Avenue Placentia, Ca 92870 Attention: Mr. Derek Nguyen, M.S.,P.E. Subject: REQUEST FOR EXTENSION OF TIME PRESSURE REGULATING STATIONS UPGRADE PROJECT- CONTRACT#J2011-08 Dear Mr. Nguyen: Please consider this our firm's request for a 27 calendar day time extension on the above subject project. Of the 27 calendar days, we are respectfully requesting that 14 of those days be allocated to the Van Buren station which would change the completion date from July 27 to August 10, 2012. The majority of the days requested are due to an inability to receive the Van Buren vault base and mid- section before July 20, 2012, as depicted in our revised schedule dated June 28, 2012. The vault has been ordered today and our supplier has expedited his lead time to 3 weeks. Our firm has worked diligently on the vault submittals, starting the process even before the June 12, 2012 Notice to Proceed date, but we have encountered delays in ordering the vault due to unforeseeable causes beyond the control and without the fault or negligence of our firm.After field verifying dimensions and grades at the Van Buren station, our firm issued RFI#1 which outlined the issues that were discovered and eventually lead to design changes. We are scheduled to mobilize the Van Buren site on Monday July 9.This date is 27 calendar days after the Notice to Proceed was issued. Our firm is hopeful that this request will be granted and if you should need any further information, please contact me at(626)926-2216. Sincerely: Vida Samarzich Jr Vice President ITEM NO. 2.3 AGENDA REPORT Meeting Date: July 5, 2012 Budgeted: Yes Total Budget: $175,000 To: Planning-Engineering- Cost Estimate: $20,000 Operations Committee Funding Source: Sewer Capital Reserves From: Ken Vecchiarelli, General Account No: 201-2700 Manager Job No: 2011-16S Presented By: Steve Conklin, Engineering Dept: Engineering Manager Reviewed by Legal: N/A Prepared By: Hank Samaripa, Project CEQA Compliance: Exempt Engineer Subject: Change Order No. 2 for Green Crest Lift Station Repairs SUMMARY: Work is proceeding on repairs and upgrades to the Green Crest Sewer Lift Station. The contractor, Pascal & Ludwig (P&L) Constructors, has completed installation of the new traffic-rated access hatch, new valves and coating in the valve vault. However during the pressure washing and cleaning of the wet well it was found that the 23-year-old discharge piping was beginning to disintegrate and requires replacement. STAFF RECOMMENDATION: That the Committee recommend the Board of Directors approve Change Order No. 2 in the amount of $20,745 to Pascal & Ludwig Constructors for discharge pipe replacement for Green Crest Lift Station Repairs, Job No. 2011-16S. DISCUSSION: P&L was requested to provide a cost quote to provide and install replacement pipe and fittings with three alternatives: epoxy-coated steel pipe, coated ductile iron pipe (similar to existing), and stainless steel pipe. The attached cost proposal dated June 26, 2012, shows costs ranging from $18,579 for coated steel pipe to $20,745 for stainless steel pipe. Staff recommends replacement with stainless steel pipe and fittings at slightly higher cost. The cost differential for stainless steel over ductile iron and epoxy coated pipe is small for a superior product with a significantly longer life. The status of the construction contract with Pascal & Ludwig is as follows: • The current contract is $93,244.82 and 171 calendar days starting January 12, 2012 • If approved, Change Order No. 2 adds $20,745.00 (22.2% of the original contract amount) and 10 calendar days. • If approved, Change Order No. 2 increases the total contract amount to $113,989.82 and 181 calendar days. STRATEGIC PLAN: SR 3-A: Complete Implementation of Five Year Capital Improvement Plan from FY 2011-2015 with adopted amendments PRIOR RELEVANT BOARD ACTION(S): The Board of Directors authorized the Sewer Transfer Agreement, effective July 1 , 2011 , for the transfer of all remaining wastewater pipelines and one sewer lift station from the City of Yorba Linda to YLWD. As part of the agreement, the City transferred their sewer fund balance of $267,000, which was used in part for refurbishments of the lift station. A construction contract in the amount of $90,580.00 was awarded to the low bidder, Pascal & Ludwig Constructors on August 11 , 2011 , for lift station refurbishment. The General Manager approved Change Order No. 1 for $2,644.82 for an added float switch in the wet well and for the contractor to add a payment bond. Revised contract amount was $93,244.82. The Board of Directors approved one progress payment to date on March 22, 2012. ATTACHMENTS: Name. Description: Type: Change Order No. 2 062712.pdf Change Order No. 2 Backup Material Y d 'r 1 1 t ..�i •;�) 1rw h, TELEPHONE: � � G(� A a�' .,' I r (909)947-4631 2049 EAST FRANCIS STREET yy,i ,g FAX:(909)94-7-4722 ONTARIO,CALIFORNIA 91761 June 26, 2012 Yorba Linda Water District 1717 E. Miraloma Avenue Placentia, CA 92870 Attention: Hank Samparipa E N Reference: Green Crest Lift Station G Subject: Cost Proposal-Replace Wet Well Discharge Piping System N E Dear Hank: E R Pursuant to the District's request, please find below a cost breakdown to replace the wet well S discharge piping system. The work scope would include removing the existing piping system and replacing it from the submersible pumps to the flex couplings below ground. As requested, Pascal Ludwig has provided pricing for three different types of material options. Epoxy Coated Piping System $18,579.00 C Ductile Iron Piping System $19,919.00 O Stainless Steel Piping System $20,745.00 N S If you have any questions, please contact me at 909.706.7665. T R Respectfully, U PASCAL 8, LUDWIG CONSTRUCTORS C O R Bryan Kaiser S Project Manager BK:sz Greencrest Discharge Piping Replacement STL ! J-3135 Work Description I I� Field Subs Perm Quantity Equipment I STS Labor Cost Material Total Mob/Demob i - j L 1 300 394 Saw AC, Excavate 2267 FM ! � 2 225 5 L 1- 09 105 0 1 4.30 Hoe t 30-0 � 50 � Pull Pumps, Remove P iping ! - . . I 225 525 LM 100 - 1050 Boom Trk 1 330 50 Install New Piping FM i 1 200 525 I ff L 2 ! 100 1050 Boom Trk 330 i 50 Backfill i L 1 20 263 � !Slurry � j i'' ( 500 !Extra Night Shift ! 1 225 1 100 525 i IFM L 2 50 1050 11 - ':Repave AC/Clean Up - 2100 FM i I 225 I 525 2360 620 $7,482 $ 10,462 $ 2,100 $ 2,767 $ 15,329 Overhead & Markup $ 3,066 Subtotal $ 18,395 Bond I $ 184 I Total : $ 18,579 J-3135 Total 16,435 3,287 19,722 197 19,919 Greencrest Discharge Piping Replacement - DIP lWork Description ! Field Subs Perm - Mob/Demob L _ Quantity -_. . Equipment STS i Labor Cost i _ Material iL 1 300 394 Saw AC Excavate i 3373 .FM i 2 225 525 L 1 100 1050 X430 Hoe 300 50 j - Pull Pumps, Remove Piping i - _ , - 1 FM 1 ! 225 525 i L 2 I 100 1050 Boom Trk I 330 50 Install New Piping -- - . FM 1 200 - 525 j j L I 2 j 100 1050 I Boom Trk I 330 ! 50 Backfill i L 1 20 i 263 ! i ISlurry ! 500 Extra Night Shift { j FM 1 225 100 525 I I i 1 2 I 50 - 1050 !Repave AC/Clean Up ' � !1 2100 II I FM 1 225 525 2360 620 $7,482 $ 10,462 ! $ 2,100 $ 3,873 $ — - 2 - - Overhead & - -- Markup - $ t Subtotal $ - j Bond $ Total $ J-3135 Total 16,435 3,287 19,722 197 19,919 Greencrest Discharge Piping Replacement - 316SS, J-3135 I Work Description Field i Subs Perm ;Quantity I Equipment) STS 1 Labor Cost Material - Total Mob/Demob - �L 1 300 394 (i ;Saw AC, Excavate I � I 4054 ; FM 2 225 j 525 I 100 1050 I !430 Hoe 300 50 Pull Pumps, Remove Piping FM 1 225 525 !L 2 100 1050 Boom Trk 330 50 Install New Piping FM 1 200 i 525 j L 2 100 1050 Boom Trk 330 50 i !Backfill -- L 1 20 263 - iSlurry 500 Extra Night Shift i FM - I 1 I 225 ! 100 525 L _ 2 I 50 i 1050 ! - Repave AC/Clean Up I I 2100 ! FM I 225 525 2360 620 ! $7,482 $ 10,462 $ 2,100 $ 4,554 $ 17,116 Overhead & Markup $ 3,423 T Subtotal $ 20,539 Bond '; $ 205 - i 1 Total ; $ 20,745 B 4 GREEN CREST 612212012 BID #SPEC# SCH JOINT IN BID REVISED COST ITEM DESCRIPTION CLASS OPER. SIZE QTY UOM $/EA TOTAL $/EA TOTAL UP/DOWN VENDOR DIP:2 @ 5-101/7',FxF,PRIME COAT FLG 4" 2 EA 442.00 884 IFERGUSON DIP:90 DEG ELL,FxF,PRIME COAT FLG 4" 2 EA 215.00 430 g FERGUSON DIP:2 S�,FxPE W/RING,PRIME COAT FxPE W. 2 EA 520.00 1,040 7�� FERGUSON DIP:FLANGE COUPLING ADAPTER FxPE 4" 2 EA 320.00 640 FERGUSON NBG:316SS FLG W. 8 EA 17.00 136 TRIPAC STL 2 ft 6'-101/7',FxF,EPDXY COAT FLG 4" 2 EA LS 1,968 LEVCO STL•90 DEG ELL,FxF,EPDXY COAT FLG 4" 2 EA LS O LEVCO STL:2 S-8",FxPE W/RING EPDXY COAT FxPE 4" 2 EA LS LEVCO STL:FLANGE COUPLING ADAPTER FxPE 4" 2 EA LS Z LEVCO NBG:316SS FLG 4" 8 EA 17.00 136 ITRIPAC 316SS:2 @ V-101/7',FxF 10S FLG 4" 2 EA LS 3,626 LEVCO 316SS:90 DEG ELL,FxF 10S FLG 4" 2 EA LS LEVCO 316SS:2 5'-6",FxPE W/RING 10S FxPE 4" 2 EA LS LEVCO 316SS:FLANGE COUPIJNG ADAPTER 10S FxPE 4" 2 EA LS LEVCO NBG:316SS FLG 4" 8 EA 17.00 136 TRIPAC P.a•1..1 ITEM NO. 2.4 AGENDA REPORT Meeting Date: July 5, 2012 Budgeted: Yes Total Budget: $125,000 To: Planning-Engineering- Cost Estimate: $125,000 Operations Committee Funding Source: Water Capital Reserves From: Ken Vecchiarelli, General Manager Job No: 201011 B Presented By: Steve Conklin, Engineering Dept: Engineering Manager Reviewed by Legal: Pending Prepared By: Anthony Manzano, Senior CEQA Compliance: N/A Project Manager Subject: Northeast Area Planning Study SUMMARY: On May 10, 2012, the Board of Directors authorized staff to proceed with preparation and issuance of a Request for Proposal (RFP) for the Northeast Area Water Service Planning Study. Staff issued a RFP to six firms and received four consultant proposals. Following an evaluation by the District's review team, staff recommends award to Carollo Engineers, Inc. (Carollo) for a fee not to exceed $102,883. STAFF RECOMMENDATION: That the Committee recommend the Board of Directors authorize execution of a Professional Services Agreement with Carollo Engineers, Inc. in the amount of $102,883 to provide professional services to update, calibrate, and analyze the District's water system hydraulic model and to prepare a Northeast Area Planning Study. DISCUSSION: As recently reported to the Board, two potential residential development projects in the undeveloped areas of Improvement District 1 may be moving forward through County Planning. Recent discussions with project representatives have centered around insuring that these potential projects work closely together to insure a master planned water system infrastructure that integrates with the District's existing systems through its multiple zones, reservoirs, and booster pump stations. In order to appropriately evaluate the issues and options concerning water service for these developments, it was recommended that hydraulic modeling be performed. That is, to prepare a planning study based on computer-based hydraulic modeling to determine the various alternative means to service the potential new residential developments as well as to meet the ultimate needs and goals of the District for this portion of the water service area. Included would be water quality modeling. Following Board authorization, staff prepared a RFP to provide engineering services and sent it to six firms experienced with this type work. Four proposals were received (one from two firms submitting a joint proposal). The District's Review Team evaluated and ranked the proposals based on experience, technical merit, content and understanding of the project. Following the technical evaluation and ranking, separate fee envelopes for each proposal were opened. Results of the ranking and fees are as follows: Firm Evaluation Score Proposed Fee Staff Hours MWH 27.24 $ 124,820.00 756 PSO/IDM 26.80 $ 114,710.00 800 Carollo 27.43 $ 102,883.00 622 AKM 26.52 $ 124,865.00 716 The proposal with the highest scoring technical evaluation was that by Carollo Engineers, based on the criteria noted above. Carollo has completed other recent projects for the District, including reservoir design projects as well as the 2005 Water System Master Plan. All of these projects were completed professionally and to the satisfaction of District staff. Staff reviewed the proposed fee and staff hours for the project and spoke with Carollo's Sr. Vice President, Gary Meyerhofer, who confirmed that they'll complete all work described in the proposal for a fee of $102,883. Based on the above, the Engineering Review Team recommends award to Carollo. This firm had the best proposal, best project team and experience, and proposed fee and staff hours which were reasonable and appropriate based on the scope of work. STRATEGIC PLAN: SR 3-A: Complete Implementation of Five Year Capital Improvement Plan from FY 2011-2015 with adopted amendments ITEM NO. 2.5 AGENDA REPORT Meeting Date: July 5, 2012 Budgeted: No Total Budget: N/A To: Planning-Engineering- Cost Estimate: $35,000 Operations Committee Funding Source: Water Capital Reserves From: Ken Vecchiarelli, General Manager Presented By: Staff Dept: Operations Reviewed by Legal: N/A Prepared By: John DeCriscio, Chief Plant CEQA Compliance: N/A Operator Subject: Richfield Chlorine System Programable Logic Controllers (PLC's) Replacement SUMMARY: The chlorine disinfection system operating in the Richfield Maintenance and Production Yard produces and doses sodium hypochlorite disinfectant for the groundwater pumped from the wells on site. This system was installed in 1998 and the computer components that runs the station can no longer be purchased. The District has communicated with the manufacturer of the chlorine generator system and determined the costs to replace these components and reprogram the new controls system. STAFF RECOMMENDATION: That the Committee recommend the Board of Directors approve the purchase of four new PLC's and necessary equipment needed to upgrade the chlorine system to todays standard. The cost of this equipment is approximately $15,887.15. Additionally, the new PLC's will need to be programed by the chlorine system manufacturer as this is a proprietary system and they are the only authorized people to perform this work. This cost is based on an hourly rate and it is estimated to be $18,400. DISCUSSION: The chlorine generating system at the Richfield facility is the only source of chlorine disinfection for Wells # 1 , 5, 7, 10, 12, 18, & 19. This system was installed approximately 12 years ago. In November of 2011 the Production Division requested the manufacturer of the system come on site and evaluate the useful life remaining in the system. Upon visiting the facility the manufacture found our system to be in extremely good condition. However, they recommended changing the system's Programable Logic Controllers, (PLC's), as these PLC's are no longer available for purchase. In the past six months we have had two of the four PLC's fail. These failures have left us with only one working chlorine generating system. Under the current demands we are able to produce enough disinfectant with the one unit. However, as water demands increase over the summer months the need for addition generating capacity will be required. Staff has received quotes for the new PLC's and their components. • Graybar Electric - $15,887.15 • Stevens Engineering - $16,117.91 In addition to the cost of the materials which are being purchased directly by the district, the chlorine generating system manufacturer, Severn Trent Services will need to program these new PLC's. . Severn Trent Services Programming - $18,400 PRIOR RELEVANT BOARD ACTION(S): None. ATTACHMENTS: Description: Type: Severn Trent System Evaluation June 2012.pdf Severn Trent Evaluation Backup Material r r r Severn Trent Services 2660 Columbia Street June 11, 2812 Torrance,CA 90503 United States T: +1 310 618 9700 John DeCriscio F: +1 310 618 1204 Chief Plant Officer www-sevem(rentservices.com Yorba Linda Water District 1717 Miraloma Avenue Placentia, Ca 92874 John, as you know either Dave McWalters our National Service Manager or myself have made trips through your plants and found your equipment to be in excellent condition due to the on going maintenance of your staff. That being said, one item that both Dave and I have noticed is that the PLC's your systems are run by, Modicon are no longer available. If you were to need parts or software, they would not be available. With the systems in as good a condition as they are, we would hate to see the District spend money needlessly to replace everything f the PLC's were to shutdown. Instead, we would like to suggest that the District look at a PLC upgrade that would be done in the field to each of the 4 control panels. The District would choose and obtain the required hardware for each panel and Severn Trent Water Purification Inc. would provide the file conversion, software, cable, software upgrade and loading. Finally, we would perform the overall checkout of each system with the new PLC's and software installed. Again, we commend you on the condition of your equipment and the attention to detail your staff has shown. You can contact either Dave McWalters or me if you feel this is a viable project, thank you for your time. Regards, Bernard M. Eckert Customer Service Business Development Manager Severn Trent Water Purification Inc. 813-598-1671 Page 1 of 7 Correspondence should be addressed to: Severn Trent Water Purification,Inc. ITEM NO. 2.6 AGENDA REPORT Meeting Date: July 5, 2012 Budgeted: Yes Total Budget: $152,000 To: Planning-Engineering- Cost Estimate: $148,000 Operations Committee Funding Source: Water Operating Fund From: Ken Vecchiarelli, General Manager Presented By: Lee Cory, Operations Manager Dept: Operations Reviewed by Legal: No Prepared By: Lee Cory, Operations Manager Subject: Purchase of a 2012 (8-10 Yard) Dump Truck SUMMARY: It is the District's policy to submit all vehicle and major equipment purchases to the Board of Directors for approval. The District's purchasing policy dictates that competitive bids should be solicited for procurement of vehicles and equipment greater than $75,000. STAFF RECOMMENDATION: That the Committee recommended the Board of Directors authorize the General Manager to execute a contract with Inland Kenworth (Montebello) for the specified dump truck, with a Scelzi / Paramount dump body, in the amount of $147,639.29. DISCUSSION: The 2012-13 budget funds are included for the purchase of an 8-10 Yard Dump Truck. Staff developed a set of specifications for the subject vehicle. The specifications are intended to acquire a vehicle capable of safely towing a trailered backhoe, provide dump body tasks while minimizing overweight possibility. Additionally, the truck must be durable enough to provide a long service life with a minimum of parts inventory. It should be noted that the Kenworth Dump Trucks have the same cab and chassis as the District's newest Vactor Truck currently on order. The Kenworth Truck in our evaluation is a superior vehicle and has many more features that add to its ease of service and safety. Staff also reviewed the type of dump body offered on the Kenworth Trucks. Our recommendation includes a body type that the District already owns and uses on several other trucks and are of a proven quality. The District received five proposals: 1 . Inland Kenworth (Fontana) $151,895 2. Inland Kenworth (Montebello) $147,639.29 (Scelzi / Paramount body ) 3. Inland Kenworth (Montebello) $147,639.29 (P&B Loader Body) 4. LA Freightliner $135,121 + Tire documentation and license fees 5. LA Freightliner/Western Star $140,374 + Tire documentation and license fees The Freightliner trucks did not meet the written specification in several areas, which included types of motorized mirrors, air ride seats, rear suspension, and side peeper window. ITEM NO. 3.1 AGENDA REPORT Meeting Date: July 5, 2012 Subject: Monthly Preventative and Reactive Maintenance Report s ATTACHMENTS: Name: Description: Type: 20011-12 fiscal (3).xls Report Backup Material Monthly Production Division Status Report May 2012 Final.pdf Report Backup Material PREVENTATIVE AND REACTIVE MAINTENANCE FISCAL 2011/12 Fiscal 2011-12 1 JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN Percent of target 8% 17% 25% 33% 42% 50% 58% 67% 75% 83% 92% 100% HYDRANTS(3,881) Target;all hydrants to be serviced annually. INSPECTED THIS MONTH 38 781 1421 228 6351 6801 9851 8381 6811 2891 5951 380 INSPECTED THIS YEAR 38 1161 2581 486 1,121 1 1,801 1 2,786 1 3,624 1 4,305 1 4,5941 5,189 5,569 %OF TOTAL 1.0% 3.0%1 6.7%1 12.5% 28.9%1 46.4%1 71.8%1 93.4%1 110.9%1 118.4%1 133.7%1 143.5% VALVES(10,706/2=5,353) Target;all valves to be operated every two years OPERATED THIS MONTH 4441 4941 6341 6161 560 282 6811 5531 611 1 533 1 632 1 392 OPERATED THIS YEAR 4441 9381 1,5721 2,1881 2,748 3,030 3,7111 4,2641 4,875 1 5,408 1 6,040 1 6,432 %OF TOTAL 8.3%1 17.5%1 29.4%1 40.9%1 51.3% 56.6% 69.3%1 79.7%1 91.1%1 101.0%1 112.8% DEAD ENDS(155 X 2=310) Target;all dead ends to be flushed twice each year. FLUSHED THIS MONTH 21 01 01 1551 01 01 01 01 01 1531 01 0 FLUSHED THIS YEAR 21 21 21 1571 1571 1571 1571 1571 1571 3101 3101 310 %OF TOTAL 0.7%1 0.7%1 0.7%1 50.7%1 50.7%1 50.7%1 50.7%1 50.7%1 50.7%1 100.0% 100% AIR VACS(330) Target;all air/vacs to be serviced annually. INSPECTED THIS MONTH 224 1061 11 31 11 01 11 01 01 11 11 2 INSPECTED THIS YEAR 224 3301 3311 3341 3351 3351 3361 3361 3361 3371 3341 336 %OF TOTAL 72.5% 100.0%1 100.0%1 101.2%1 101.5%1 101.5%1 101.8%1 101.8%1 101.8%1 102.1%1 101.2%1 101.8% PRVs(150) 40 STATIONS Target;all PRVs to be serviced annually. INSPECTED THIS MONTH 1 351 481 411 58 6 1 171 11 24 1 72 1 63 1 21 1 11 INSPECTED THIS YEAR 1 351 831 1241 182 188 205 2061 230 1 302 1 365 1 386 1 397 %OF TOTAL 1 23.3%1 55.3%1 82.7%1 121.3% 125.3%1 136.7%1 137.3%1 153.3%1 201.3%1 243.3%1 257.3%1 264.7% WATER LEAKS Target;all leaks repaired at first available opportunity. MAIN REPAIRED 0 01 41 11 11 41 21 01 21 01 01 1 SERVICE REPAIRED 1 41 21 51 31 51 51 01 21 01 01 2 SERVICE REPLACED 7 131 121 261 101 101 131 41 121 71 ill 14 AMS REPLACED 7 71 91 81 15 1 71 101 161 81 81 151 14 METERS Target;all meter work completed no later than next working day. NEW INSTALL 9 1 29 1 12 1 25 1 4 1 71 161 71 61 51 27 STUCKS 01 11 01 471 01 30 231 331 191 191 121 3 PREVENTATIVE AND REACTIVE MAINTENANCE FISCAL 2011/12 SEWER CLEANING(235 M) Target;all sewers to be cleaned annually. CLEANED THIS MONTH 1 21.41 23.91 22.91 27.5 24.87 1 10.031 13.171 22.861 19.031 15.451 21.241 20.28 CLEANED THIS YEAR 1 21.41 45.31 68.31 95.8 120.67 130.70 143.871 166.731 185.761 201.211 222.451 242.73 %OF TOTAL 1 9.1%1 19.3%1 29.1%1 40.8% 51.40%1 55.60%1 61.20%1 71.00%1 79.10%1 85.62%1 94.66%1 103.29% SEWER TELEVISING(39.17M) Target;all sewers to be televised every 6 years. TELEVISED THIS MONTH 1.2 0.58 1.38 4.85 1 3.26 3.85 3.67 5.91 4.46 3.50 3.12 TELEVISED THIS YEAR 1.2 1.78 1 1.78 1 3.16 1 8.01 1 11.271 15.12 1 18.791 24.70 1 29.161 32.66 1 35.78 %OF TOTAL 1 3.06%1 4.54%1 4.54%1 8.07%1 20.45%1 28.77%1 38.66%1 47.97%1 63.06%1 74.441 83.38 1 91.35% OTHER SEWER WORK. S.S.OVERFLOWS 0 0 0 0 0 0 0 0 0 0 0 0 SERVICE CALLS 1 0 2 1 1 1 5 0 0 0 2 4 ROOT CONTROL 0 267 0 0 0 6,834 5,944 1,075 - 766 1,000 REHAB FOOTAGE 0 241 12 0 12 196 0 0 1.42 314 0 0 11MAIN REPAIRS 1 0 3 1 0 2 6 0 3 0 0 1 MANHOLE ROOT CLEANING 11 9 0 3 0 0 2 8 12 4 0 0 MANHOLE REPAIRS 3 27 3 4 0 1 3 8 0 11 0 1 Monthly Production Summary Report June 27, 2012 Water Production Equipment Name %Groundwater 34.5 % Import Water 65.5 Max Day 28.1 Min Day 16.6 Average Day 23.1 Weather Conditions Max Temperature 86 Min Temperature 72 #of High Wind Days 0 #of Red Flag Days 0 Inches of Rain 0 Water Quality Location Average Cl2 Dose Richfield (North Loop) 1.40 Richfield (South Loop) 1.30 Lakeview Booster(Zone 2) 1.20 Lakeview Booster(Zone 3) 2.00 Well # 15 1.00 Well #20 0.00 Location Average Cl2 Residual Highland Booster 1.30 Valley View Booster 2.30 Paso Fino Booster 2.30 Hidden Hills Reservoir 1.04 Camino de Bryant Reservoir 1.53 Valley view Source Test. Out of Service Equipment Equipment Name Reason for Out of Service Richfield Cl2 Generator PLC card failures. Units B&C project to replace ASAP Well #5 Coolant system shutdown Highland Booster#1 Coolant system problem Palm Ave. Booster System valve broken closed Timber Ridge Booster#1 Pump needs rebuilt Box Canyon Ball Valve Repaired mechanical, needs new electric solenoid. Returned to Service Equipment Name Date Number of PM's Performed Pumps& Motors CL2 Systems 3 Annual Cl2 injector Maintenance Reservoirs Weed Abatement Wells After Hours Responses Hi/Lo Water Levels 8 Hi/Lo Cl2 Levels 1 Power Failures 0 Communication 2 Pump Alarms 2 Intrusion Alarms 3 Reservoir,Valley View Booster, OC-51 Valve controls, Gardenia Reservoir plc and programing changes. Highland Booster Station AQMD ITEM NO. 3.2 AGENDA REPORT Meeting Date: July 5, 2012 Subject: Monthly Groundwater Production and Purchased Import Water Report ATTACHMENTS: Name: Description: Type: Import 2011-12 Jun.pdf June Monthly Water Report Backup Material YLWD SOURCE WATER SUMMARY FY 2011-12 IN-LIEU ACTUAL ADJUSTED TOTAL MONTHLY YTD BUDGET GW GW IMPORT DEMAND GW GW (Demand Est.) DELTA MONTH (AF) (AF) (AF) (AF) (%) (%) (AF) (%) Jul-11 uua.z) 256.6 1,564.0 2,430.1 35.6% 35.6% 2,630.6 -7.6% Aug-11 596.7 225.7 1,571.7 2,394.0 34.4% 35.0% 2,588.1 -7.5% Sep-11 530.0 219.4 1,391.8 2,141.2 35.0% 35.0% 1 2,270.8 -5.7% Oct-11 - 652.2 1,116.3 1,768.4 36.9% 35.4% 1,915.4 -7.7% Nov-11 - 535.2 723.7 1,258.9 42.5% 36.3% 1,513.1 -16.8% Dec-11 - 537.4 789.6 1,327.0 40.5% 36.8% 1,361.1 -2.5% Jan-12 - 943.8 438.9 1,382.8 68.3% 40.2% 1,186.8 16.5% Feb-12 - 869.3 393.6 1,262.9 68.8% 42.8% 1,135.4 11.2% Mar-12 - 893.9 458.9 1,352.7 66.1% 44.8% 1,345.5 0.5% Apr-12 205.2 834.5 328.5 1,368.2 76.0% 47.4% 1,683.0 -18.7% May-12 315.0 721.6 925.0 1,961.6 52.8% 48.0% 2,226.1 -11.9% Jun-12 344.9 729.3 1,109.8 2,184.0 49.2% 48.1% 2,494.3 -12.4% FYTD 2,601.4 7,418.8 10,811.7 20,831.9 48.1% 22,350.0 -6.8% Red denotes In-Lieu month Allowable GW(YTD) 10,020.1 (AF) Underpumped (0.0) (AF) GROUNDWATER PERCENTAGE 80.0% MONTHLY GW(%) 75.0% -N-YTD GW(%) 70.0% -BPP GOAL 48.1 65.0% 60.0% 55.0% 50.0% 45.0% 40.0% 35.0% 30.0% Jul-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Month WATER SUPPLY FY 2011-12 June 2012 Water Supply IN-LIEU GW 15.8% GW 33.4% IMPORT 50.8% 2011-12 YTD Water Supply GW IMPORT 48.1% 51 .9% GW BPP GOAL 48.1% Q a� E 0 2,500 2,000 1,500 1,000 500 N TOTAL WATER USE FY 2011-12 Month 22,000 �►1 111 111 16,000 14,000 U- a 12,000 E 10,000 8,000 6,000 4,000 2,000 0 Jul-11 FY 2011 -12 YTD Water Supply Budgeted Total GW+ Import Actual Total GW+ Import BPP GW Goal 48.1% Actual GW Production --S--Actual Total GW+ Import 2010-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Month ITEM NO. 3.3 AGENDA REPORT Meeting Date: July 5, 2012 Subject: Groundwater Producers Meeting Report s ATTACHMENTS: Name: Description: Type: GWP Mtq Notes 13June2012.docx GWP Meeting Report for June 2012 Backup Material IMYorba Linda Water District MEMORANDUM DATE: June 13, 2012 TO: Ken Vecchiarelli FROM: Steve Conklin SUBJECT: Groundwater Producers Meeting, June 13, 2012 1 attended the Groundwater Producers (GWP) meeting on June 13 at OCWD. A summary of each item discussed is as follows: 1. Annexation Update. OCWD reported groundwater basin modeling work is in progress, as one of the necessary elements for the EIR for the annexation for YLWD, IRWD and Anaheim. This work will take a couple more months to complete, followed by preparation of the draft EIR document. As such, they estimate that the draft EIR will not be released until October 2012. 2. Chemical Purchases. OCWD reported that they use and order large quantities of sodium hypochlorite and hydrogen peroxide for the GWRS treatment plant. They receive bids from suppliers for the best price, based on the quantity and frequency of the order. OCWD has had discussions with other water and wastewater agencies in the area that use these chemicals, and are looking at the potential to combine chemical orders to get the best prices. OCWD invited the GWP's to contact Randy Fick at OCWD if they are interested in investigating this opportunity. (YLWD does not use either of these chemicals.) 3. Burris Pit Pump Station Retrofit or Replacement. OCWD's Burris Pit Pump Station conveys water from the Santa Ana River to the Santiago Recharge Basins in Orange. The pump station, constructed in 1989, typically operates in winter following significant rain events. The pump station, with a capacity of up to 200 cfs (i.e, about 90,000 gal/min), pumps water that would otherwise be lost to the ocean following rain storms. Over the last six winters, the pump station has pumped an average of 34,000 AF/yr to the basins for recharge. The 23-year-old station has four inclined-shaft pumps that require removal in order to perform major maintenance, which is now necessary. OCWD is I concerned that one or more pumping units may fail, significantly impacting ability to collect and recharge storm water. In response to this concern, OCWD retained an engineering consultant to evaluate potential rehabilitation and replacement alternatives for the station. Three alternatives were identified and evaluated. These had initial costs ranging from $13 million for rehab, to $21 and $22 million for two replacement alternatives. The evaluation and findings were presented to the OCWD Water Issues Committee on June 13, where many questions were asked. Staff will continue to investigate the alternatives and return to the committee at a later date. Funding is available from the existing R&R Fund. 4. Water Education Corridor Project. Efforts have been made on and off over the past decade to design and build a Visitor Center at OCWD. Costs were higher than the Board and staff could justify and support. After the completion of GWRS and the new Water Quality Lab, interest for a center emerged again. In 2010, OCWD looked at existing educational and visitor centers in southern California. After these tours and discussions with various experts and professionals, the decision was to create a functional and interactive educational experience within the confines of the existing foyer and hallway structure of the OCWD Administration Building. OCWD selected Joe Adams, the Executive Director of the Discovery Science Center in Santa Ana, for the project. On June 13, the Water Issues Committee supported the staff recommendation that the Board authorize execution of an agreement with the Discovery Science Center for $1,230,500 to design, fabricate, install and provide project management for the Water Education Corridor Project. 5. OCWD Draft Response to Grand Jury Report. The Grand Jury released a report on April 27, 2012 entitled "Let There Be Light," which reviews the operations and finances of Special Districts in Orange County. OCWD and other special districts must respond to the report's findings and recommendations by July 26, 2012. OCWD provided a copy of its draft response for consideration. 6. Selection of FY12-13 GWP Chair and Vice-Chair. Elected for the next year is Nabil Saba, City of Santa Ana, as Chair, and Bob McVicker, Mesa Water District, as Vice-Chair. 7. City of Huntington Beach's Slater Stormwater Pump Station. OCWD reported on an informational item presented to the Water Issues Committee. According to the City of HB, water in lakes and ponds in the vicinity of Huntington Central Park has been rising in the last few years. The water spills into the storm channel system and ultimately must be pumped from the Slater Pump Station into a County storm channel. Based on the assumption that the higher groundwater in the ponds is the result of OCWD's recharge operations, the City has asked OCWD to assist with the cost of a new, smaller pump and electrical improvements at the pump station to move the water out of its system. OCWD staff reported that the Water Issues Committee had a lot of questions and did not seem to see this as a District issue. This was the same sentiment expressed by members of the GWP. OCWD will get more information and bring it back at a later date. 2 ITEM NO. 3.4 AGENDA REPORT Meeting Date: July 5, 2012 Subject: Status Report on Capital Projects in Progress ATTACHMENTS: Name: Description: Type: CIP Rept JuIV2012.pdf Status Report on Capital Projects in Progress Backup Material CAPITAL IMPROVEMENT PROJECTS STATUS REPORT Date: July 1, 2012 New Information since Last Report is Shown in Red IN CONSTRUCTION Project Current Status Next Actions Comments 1 Highland Booster Station Upgrade Attained"Beneficial Use." Contractor will complete Anticipate completion in July Budget: $5,000,000 Job No. 200814 Contractor completing ATS remaining project tasks 2012. Project Contact: Joe Polimino connection to generator, and and continue with Planned Completion Date: July 2012 continues work towards source preliminary punch list. testing of new gas engines. 2 Well 20 Equipping Contractor coordinating start-up When start-up and testing Anticipate completion by the Budget: $1,200,000 Job No. 200711 and testing of new Well 20 and is complete, the Notice of end of June 2012. Project Contact: Joe Polimino existing Well 11, since SCADA Completion will be issued. Planned Completion Date: June 2012 controls were tied in together. 3 Green Crest Lift Station Upgrades Valve vault completed. Includes Wet well discharge pipe Approve the change order in Budget: $100,000 Job No. 2011165 traffic rated hatch, check and and fittings corroded. order to complete wet well Project Contact: Hank Samaripa gate valves, coated, and street Repairs on hold pending repairs and remainder of project. Planned Completion Date: July 2012 pavement patch. replacement proposal. 4 Fairmont Reservoir Valve Replacement Construction is complete. Board to approve Final Inlet valves not working as Budget: $210,000 Job No. 201011 Reservoir returned to progress payment and expected(Contractor's work not Project Contract: Derek Nguyen Operations. authorize staff to file an issue); staff working with Planned Completion: May 2012 Notice of Completion. vendor for credit&replacement. 5 Yorba Linda Blvd. Pipeline Contractor started setting up Contractor continuing Contractor placed four electronic Budget: $1.6M Job No. 2008-17 traffic control devices and through Fairmont message boards through-out site, Project Contact: Joe Polimino installing pipe, commencing intersection, then proceed updating the public daily of Planned Completion Date: November 2012 from the east side of the project. in front of the school, current construction operations. while classes are out. 6 Pressure Regulating Stations Upgrade Notice to Proceed issued. Pre- Contractor to mobilize on 1st of four PR stations to be Budget: $1,000,000 Job No.: 201108 Con Meeting completed. Shop July 2 and begin constructed is Van Buren; Project Contact: Derek Nguyen drawings approved construction. estimated completion date Planned Completion: October 2012 August 2012 for Van Buren. CAPITAL IMPROVEMENT PROJECTS STATUS REPORT Date: July 1, 2012 New Information since Last Report is Shown in Red IN DESIGN Project Current Status Next Actions Comments 1 Lakeview Grade Separation (OCTA Project) Negotiating OCTA cost After cost-sharing is Awaiting final cost sharing Budget: $700,000 Job No. 201002 sharing. resolved, staff to receive and decision and design submittal Project Contact: Anthony Manzano approve final design. from OCTA's consultant. Planned Completion Date: Late 2013 2 2010 Waterline Repl.,Ph.II.: Tamarisk,Hidden Anaheim, Yorba Linda & Eliminating pipe replacement Construction expected to start Hills, Catalina Ct., Gordon Ln. & Richfield Rd. Placentia issued Permits. crossing Atwood Ch. in late 2012, with Richfield Road Budget: $13M Job No. 201120 Awaiting YLCC approval Richfield Rd. County Permit work starting first. Project Contact: Anthony Manzano of Agreement. no longer required. Planned Completion Date: Late 2013 3 Yorba Linda Blvd. Pump Station Currently reviewing 90% 100% contract document Advertise project late August. Budget: $23M Job No. 200817B design drawings and specs. review & approval. Bids due mid-September. Early Project Contact: Hank Samaripa December 2012 start date. Planned Completion Date: Dec 2013 CAPITAL IMPROVEMENT PROJECTS STATUS REPORT Date: July 1, 2012 New Information since Last Report is Shown in Red IN PLANNING Project Current Status Next Actions Comments 1 Northeast Area Planning Study Four Proposals received and Seeking July PEO and Board Anticipating December Budget: $120,000 Job No. 201011B evaluated. Staff recommends approval for award to 2012 completion of NE Project Contact: Anthony Manzano award to Carollo Engineers. Carollo Engineers. Area Planning Study Planned Completion Date: January 2013 2 Fairmont BPS & Site Improvements Prepare conceptual site plan, to Prepare draft RFP for Northeast Area Planning Budget: $6,000,000 Job No. 201011B be part Fairmont BPS upgrade Engineering, Design, and Study and hydraulic Project Contact: Hank Samaripa RFP. Construction Services for analysis will provide key Planned Completion Date: Jan 2014/15 Fairmont BPS expansion. data. 3 Well 21 Project OCWD Board Approved use of After OCWD approval, staff Will attempt to procure Budget: $2,300,000 Job No. 200922 Well 21 site. Staff submitted will seek approval of site site and begin drilling by Project Contact: Anthony Manzano conceptual layout to OCWD for Lease Agreement. mid-2013. Planned Completion Date: TBD review and approval. ITEM NO. 3.5 AGENDA REPORT Meeting Date: July 5, 2012 Subject: Status of Strategic Plan Initiatives s ATTACHMENTS: Name: Description: Type: Strat PI Tracking- June2012.xlsx Strategic Plan Tracking June 2012 Backup Material Strategic Plan Initiatives Status Report Planning-Engineering-Operations Committee Strategies Start Date Completion Lead Party June 2012 Progress Date FR 2: Increase Reserve Funding Analyze the Asset Annual Review Completing construction of upgrades to FR 2-B Management Plan to Dec-11 Prior to Budget Engineering Greencrest Sewer Lift Station. Preparing Determine Future and CIP Manager GIS database for eastside sewers. Needs Update SR 1: Work Toward Service Reliabilitv and Efficiency Service Demand Projections were examined SR 1-13 Forecast Service Oct-10 Jun-11 Engineering and incorporated into the District's 2010 Demand Projections Manager Urban Water Management Plan (dated May 2011) out to Year 2035 Following review with Exec Committee, SR 1-E Develop Additional Mar-11 Jun-12 Engineering submitted well site map and list of Well Sites Manager proposed "deal points" to OCWD, and requested a meeting to discuss. SR 3: Continue Implementation of Ca itaI Im rovement Project Plan 2007-2012 Complete Implementation of Current status is approximately $8.7 Five-Year Capital Engineering million of projects in construction phase SR 3-A Improvement Plan On-going On-going Manager and $18.3 million in the planning and from FY 2007-2012 design phases. with Adopted Amendments Continue Planning for Evaluated four proposals from consultants SR 3-B Long-Term Capital On-going On-going Engineering for preparation of computer modeling and Improvements and Manager prep of Northeast Area Planning Study. Replacements Made recommendation for award to PEO.