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HomeMy WebLinkAboutPacific Advanced Civil Engineering, Inc - 2014-02-18 2). Dept.ID PW 14-057 Page 1 of 1 Meeting Date}9014 CITY OF HUNTINGTON BEACH REQUEST FOR. CITY COUNCIL ACTION MEETING DATE: 9/2/2014 SUBMITTED TO: Honorable Mayor and City Council Members SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY: Travis K. Hopkins, PE, Director of Public Works SUBJECT: Approve and authorize execution of a contract amendment to Professional Service Contract with Pacific Advanced Civil Engineering to complete design services for the Well 9 Hydrogen Sulfide Odor Reduction / Removal Project Statement of Issue: An amendment to a Professional Service Agreement with Pacific Advanced Civil Engineering is required to increase the contract amount to complete design services for the Well 9 Hydrogen Sulfide Odor Reduction / Removal Project. Financial Impact: Funds in the amount of$100,000 are available in the Water Fund, Water Production Improvement, Account No. 50691028.82100 to fully fund this professional service contract amendment. Recommended Action: Approve and authorize the Mayor and City Clerk to execute "Amendment No. 1 to Agreement Between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc." to provide additional compensation of up to $100,000, for a total contract amount not to exceed $300,000. Alternative Action(s): Do not approve and direct staff on how to proceed. Analysis: Pacific Advanced Civil Engineering has been assisting the City with the Well 9 Hydrogen Sulfide Odor Reduction / Removal Project, per a professional services agreement dated February 3, 2014. To ensure proper selection of a treatment method for this project, additional investigation and laboratory testing is necessary. Public Works Commission Action: Not required. Environmental Status: Not applicable. Strategic Plan Goal: Improve the City's infrastructure Attachment(s): 1. "Amendment No. 1 to Agreement Between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc." Item 12. - I I I B -21 6- AMENDMENT NO. 1 TO AGREEMENT BETWEEN THE CITE'OF HUNTINGTON BEACH AND PACIFIC ADVANCED CIVIL ENGINEERING,INC. THIS AMENDMENT is made and entered into by and between the CITY OF HUNTINGTON BEACH, a California municipal corporation,hereinafter referred to as "City," and PACIFIC ADVANCED CIVIL ENGINEERING, INC., a California corporation,hereinafter referred to as "Consultant." WHEREAS, City and Consultant are parties to that certain agreement, dated February 18, 2014, entitled"Professional Services Contract Between The City Of Huntington Beach And Pacific Advanced Engineering, Inc.,For Well 9 Hydrogen Sulfide Odor Reduction/Removal Project,"which agreement shall hereinafter be referred to as the"Original Agreement," and City and Consultant wish to amend the Original Agreement to increase the amount of compensation to be paid to Consultant, NOW,THEREFORE, it is agreed by City and Consultant as follows: 1. ADDITIONAL COMPENSATION In consideratiomof the services to be performed under the Original Agreement, City agrees to pay Consultant an additional sum not to exceed One Hundred Thousand Dollars($100,000.00). The additional sum shall be added to the original sum of Two Hundred Thousand Dollars($200,000.00),for a new total contract amount not to exceed Three Hundred Thousand Dollars($300,000.00). 2. REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Original Agreement shall remain in full force and effect. 1 14-4328/111657 IN WITNESS WHEREOF,the parties hereto have aused this Agreement to be executed by and through their authorized officers on , 2014. PACIFIC ADVANCED CIVIL CITY OF HUNTINGTON BEACH, a ENGINEERING, INC. California municipal corporation A California corporation Andrew T. Komor Ma or print name ITS: (circle one)Chairman/Presiden ice President AND ty Clerk 47 By: Mark E. Kr bs APPROVED AS TO FORM: print name IT'S: (circle one Secretary hief Financial —r Officer/Asst. Secretary-Treasurer ty Attorney ci ./D INITIATED AND APPROVED: Director of Public Crks REVI ND APPROVED: � sty Manager 2 14-4328/111657 ), Dept.ID PW 14-006 Page 1 of 2 Meeting Date:2/18/2014 CITY OF HUNTINGTON BEACH i REQUEST FOR. CITY COUNCIL ACTION, MEETING DATE: 2/1.8/2014 SUBMITTED TO: Honorable Mayor and City Council Members. SUBMITTED BY: Fred A. Wilson, City Manager PREPARED BY; Travis K. Hopkins, PE, Director of Public.Works SUBJECT: Award and authorize execution of a Professional Services Contract with Pacific Advanced Civil Engineering, Inc. in an amount not to exceed $200,000 for Well 9 Hydrogen Sulfide Odor Reduction/ Removal Project Statement of Issue: The. Public Works Department has a Capital Improvement Project that requires professional Civil Engineering services to evaluate and design a water treatment system to reduce/remove Hydrogen Sulfide odor at Well 9. Staff requests that the City award the contract to Pacific Advanced Civil Engineering, Inca Financial Impact: Funds in the amount of$200,000 are available in the Water Fund, Water Production, Account No. 50685803.69300 to fully fund this professional service contract. Recommended Action: Approve and authorize the Mayor and City Clerk to execute "Professional Services Contract Between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. for Well 9 Hydrogen Sulfide Odor Reduction/ Removal Project" in an amount not to exceed $200,000. Alternative Action(s): Do not approve contract and provide staff with an alternative direction. Analysis: Per the 2013/14 Capital Improvement Program, Public Works Department staff is responsible for a project to evaluate and design a water treatment system to reduce/remove Hydrogen Sulfide odor at Well 9. In order to ensure that improvements are designed effectively and operate efficiently, staff will need to utilize the services of a professional Civil Engineering consultant. Currently there. are no personnel on staff that are qualified to provide:these services. Proposals were requested and submitted in compliance with Chapter 3.03 of the Huntington Beach: Municipal Code. Three (3) qualified proposals were received and ranked by staff based on qualifications listed in the Request for Proposals. The top two (2) qualified firms were evaluated through a presentation/interview process'. Through this process it was determined that Pack` Advanced Civil Engineering, Inc. best meet the needs of the City: The proposed contract is for a three-year term with a total not-to-exceed amount of$200,000. Item 12. - 1 14B -24 Dept. ID PW 14-006 Page 2 of 2 Meeting Date:2/18/2014 Public Works Commission Action: Not required. Environmental Status: Not applicable. Strategic Plan Goal: Improve the City's infrastructure Attachment(s): 1. Professional Services Contract between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. 14B -2 - Item 12. - 2 IL-ATTACHMENT # 1 Item 12. _ 3 ,rt,-296- PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND PACIFIC ADVANCED CIVIL ENGINEERING, INC. FOR WELL 9 HYDROGEN SULFIDE ODOR REDUCTION/REMOVAL PROJECT THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and Pacific Advanced Civil Engineering, Inc., a California corporation, hereinafter referred to as "CONSULTANT." WHEREAS, CITY desires to engage the services of a consultant to provide civil engineering services for the Well 9 Hydrogen Sulfide Odor Reduction/Removal Project; and Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and CONSULTANT has been selected to perform these services, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows: 1. SCOPE OF SERVICES CONSULTANT shall provide all services as described in Exhibit "A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the "PROJECT." CONSULTANT hereby designates Andrew Komor, PE who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement. 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement. agree/surfnet/professional svcs mayor I of 11 10/12 3. TERM; TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of CONSULTANT are to commence on ,C��-5 311 a ,Q LV /�, 20 /L/(the "Commencement Date"). This Agreement shall automatically terminate three (3) years from the Commencement Date, unless extended or sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no later than three (3) years from the Commencement Date. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT. In the event the Commencement Date precedes the Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein. 4. COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed Two Hundred Thousand Dollars Dollars ($200,000). 5. EXTRA WORK In the event CITY requires additional services not included in Exhibit "A" or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work only after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 6. METHOD OF PAYMENT CONSULTANT shall be paid pursuant to the terms of Exhibit "B." agree/surfnet/professional svcs mayor 2 of 11 10/12 7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be used by CITY as it sees fit. 8. HOLD HARMLESS CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall approve selection of CONSULTANT's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT. 9. PROFESSIONAL LIABILITY INSURANCE CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars agree/surfnet/professional svcs mayor 3 of 11 10/12 ($1,000,000.00) per occurrence and in the aggregate. The above-mentioned insurance shall not contain a self-insured retention without the express written consent of CITY; however an insurance policy "deductible" of Ten Thousand Dollars ($10,000.00) or less is permitted. A claims-made policy shall be acceptable if the policy further provides that: A. The policy retroactive date coincides with or precedes the initiation of the scope of work (including subsequent policies purchased as renewals or replacements). B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims. CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement. If CONSULTANT fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the CITY with required proof that insurance has been procured and is in force and paid for, the CITY shall have the right, at the CITY's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant's right to be paid for its time and materials expended prior to notification of termination. CONSULTANT waives the right to receive compensation and agrees to indemnify the CITY for any work performed prior to approval of insurance by the CITY. 10. CERTIFICATE OF INSURANCE Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement; the certificate shall: agree/surfnet/professional svcs mayor 4 of 11 10/12 A. provide the name and policy number of each carrier and policy; B. state that the policy is currently in force; and C. shall promise that such policy shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium. CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurance hereinabove required. 11. INDEPENDENT CONTRACTOR CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder. 12. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall agree/surfnet/professional Svcs mayor 5 of 11 10/12 be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. In the event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY,become its property and shall be promptly delivered to it by CONSULTANT. 13. ASSIGNMENT AND DELEGATION This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove. 14. COPYRIGHTS/PATENTS CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement. 15. CITY EMPLOYEES AND OFFICIALS CONSULTANT shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code. 16. NOTICES Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below. CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or agree/surfnet/professional svcs mayor 6 of 11 10/12 other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U. S. certified mail-return receipt requested: TO CITY: TO CONSULTANT: City of Huntington Beach Pacific Advanced Civil Engineering, Inc. ATTN: Duncan Lee, PE ATTN: Andrew Komor, PE 2000 Main Street 17520 Newhope Street, Suite 200 Huntington Beach, CA 92648 Fountain Valley, CA 92708 17. CONSENT When CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be a consent/approval to any subsequent occurrence of the same or any other transaction or event. 18. MODIFICATION No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties. 19. SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement. 20. INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining agree/surfnet/professional svcs mayor 7 of 11 10/12 covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law. 21. DUPLICATE ORIGINAL The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it. 22. IMMIGRATION CONSULTANT shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification. 23. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for agree/surfnet/professional svcs mayor 8 of 11 10/12 CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT. 24. ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each parry shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the nonprevailing parry. 25. SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive. 26. GOVERNING LAW This Agreement shall be governed and construed in accordance with the laws of the State of California. 27. SIGNATORIES Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. 28. ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arms length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that parry or anyone acting on that party's behalf, which are not embodied in this agree/surfnebprofessionalsves mayor 9 of 11 10/12 Agreement, and that that parry has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof. 29. EFFECTIVE DATE This Agreement shall be effective on the date of its approval by the City Council. This Agreement shall expire when terminated as provided herein. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers. agree/surfnet/professional svcs mayor 10 Of 11 10/12 CONSULTANT, CITY OF HUNTINGTON BEACH, a Pacific Advanced Civil Engineering, Inc. f COMPANY NAME m &4— 0 - M yo By: — +d - J+d �' Andrew T. Komor print name w City Clerk ITS: (circle one)Chairman/Presiden ice President INITIATED AND AZ OVED: AND By: irector of Public Works Mark E. Kre s print name ITS: (circle one Secreta)Chief Financial Officer/Asst. Secretary-Treasurer REVIE D APPROVED: i °Manager APPROVED AS TO FORM: City Attorney agree/surfnet/professional svcs mayor 11 of 11 10/12 EXHIBIT "A" E Table of Contents Cover Letter ElVendor Application Form Pre-Qualification Letter........................................................................................2 Contract and Insurance Requirements...................................................................2 Qualifying Similar Projects (GAC Concept) ............................................................2 Qualifying Similar Projects......................................................................................2 Project Approach and Methodology Section.....................................................3 Introduction......... ......... ......... ......... ......... ......... .................... ........ ..........3 Project Understanding............................................................................................3 ProjectApproach....................................................................................................4 Sulfide Removal Technology Evaluation ................................................................4 GAC Filtration Vessel Design/Placement.............................................................4 Alternative Sulfide Removal Systems........................................................I.............6 Scopeof Work.......................... ........ .................... .....I- ......... ......... ..........6 ClientSatisfaction Tools............................................:............................................7 WorkLocations.......................................................................................................7 Subconsultant Management...................................................................................8 ProjectScheduling..................................................................................................8. External Office Coordination,,......................I.,............. .............................................8 ClientCoordination.................................................................................................8 BudgetControl..............:...........:.............................................................................8 Quality Assurance/Quality Control........................................................................8 Required from Huntington Beach Staff...................................................................8 ProjectSchedule....................................................................................................9 Staffing................................................................................................................1.0 ...........................................................................:.....Team.....:.........................:.. 10 OrganizationalChart.............................................................................................10 Qualifications......................................................................................................12 AboutPACE......................................................................................................... 12 Unique Qualifications................ ............................... ......... .....:........................ 12 About Trussell Technologies ...::............................................................................ 12 AboutKPFF.......................................................................................................... 12 SimilarProjects..................................................................................................... 13 PACE Relevant Experience..................................................................................13 Trussell Technologies Relevant Experience..........................................................17 KPFFRelevant Experience...................................................:............................... 19 GSarnple Plans Fee Proposal(separate sealed envelope) Item 12. 17 14B � - PACE E PACE Advanced €ter nganeea-ing September 12,.2013 Jim Slobojan, Fiscal Services.Manager Phone(714)960-8820 City of Huntington Beach—Finance Department Page 1 of 1 2000 Main Street Huntington Beach, CA 92648-2702 Re: Proposal for Water Well 9 Hydrogen Sulfide Odor Reduction/Removal Project #A405 Dear Mr. Slobojan, The City of Huntington Beach seeks to expand its production at Well 9 by implementing a full-scale treatment system to reduce odorous hydrogen sulfide to continue to consistently deliver high quality, reliable potable water to its service areas.. We understand a GAC pilot has demonstrated strong promise for removing the excess hydrogen sulfide, but prior to implementing this system at a full scale, additional due diligence is desired to ensure 1) this technology will effectively provide treatment at a full scale, 2) the city implements the most cost effective solution, and 3) the system fits within the limited footprint of the Well 9 site and potentially the Well 5 location. We have assembled a highly-qualified and locally knowledgeable team that will ensure that the City has a partner to carefully review the history on the project and move forward with the best available treatment system. Our team has extensive comparable experience in GAC filtration, pressurized filtration systems on a variety of projects using Everfilt, and our team also has experience on sulfide removal.alternatives through our expert team member, Trussell Technologies. Additionally, our team has background knowledge and data from testing performed by our team in late 2012 on Well 9. Specifically, this testing provided by Dr. Keisuke Ikehata from PACE identified the precise mechanisms, for sulfide conversion and chlorine oxidation chemistry that has proven successful in sulfide reduction. This information is vitally important in considering the design of the new system in order to make sure sulfide is consistently removed, the filter media is long-lasting, and chlorine cost and disinfection by-products are minimized. Our proposed work plan closely follows your suggested approach, and we are open and flexible in meeting your design criteria. PACE, with myself as the Project Manager, will coordinate previous relevant information and water chemistry data to the City and technology expert, Trussell Technologies for the kick-off meeting/design charette with City Staff, and then PACE will provide engineering design, construction document preparation, services during construction, and startup services for the intended solution located within either or both of the Well 9 and Well 5 sites. We have included some draft exhibits within this proposal showing how the required filtration area could feasibly fit within these areas and be plumbed, wired, and made accessible for media change out. These layouts are provided to demonstrate our ability to.develop viable alternatives for the limited space available. We have also added to our team KPFFto provide structural engineering support for filter foundations and other related structural-related project elements. We are available to go over our proposal with you at any time, and if desired to discuss in more detailed aspects of our team's related experience, Well 9 project knowledge, and intended approach. As a Vice President of PACE I am authorized to bind PACE in contracts. The proposal price will be valid for 180 days from the date of this letter. Sincerely, �. Project Manager Contact: Andy Komor;MS, PE 'Email andy@pacewater.com Cell(714) 514-8919 Andy Komor, MS, PE Office (714)481-7225 Vice President—Environmental Water Division 17520 Newhope St Ste 200 Fountain Valley, CA 92708 Item Q. �a -e� ci ss a PACE l4d�,,ostted Wav to Engi€aeerinlr -£i'E-if.H oZ 71 =11 REQUEST FOR PROPOSAL VENDOR APPLICATION FORM TYPE OF APPLICANT: ❑ NEW ❑ CURRENT VENDOR Legal Contractual Name of Corporation: Contact Person for Agreement: Corporate Mailing Address: City, State and Zip Code: E-Mail Address: Phone: Fax: Contact Person for Proposals: Title: E-Mail Address: Business Telephone: Business Fax: Is your business: (check one) ❑ NONPROFIT CORPORATION ❑ FOR PROFIT CORPORATION Is your business: (check one) ❑ CORPORATION ❑ LIMITED LIABILITY PARTNERSHIP ❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP ❑ PARTNERSHIP ❑ UNINCORPORATED ASSOCIATION 1 of 2 Item 12. - 21 H - - Names &Titles of Corporate Board Members (Also list Names &Titles of persons with written authorization/resolution to sign contracts) Names Title Phone Federal Tax Identification Number: City of Huntington Beach Business License Number: (If none, you must obtain a Huntington Beach Business License upon award of contract.) City of Huntington Beach Business License Expiration Date: 2 of 2 H. -3 - Item 12. - 22 t�. 1p �s �s F; Advanred Watt }l -9 1 Z RH - CONTRACT AND INSURANCE REQUIREMENTS PACE has reviewed the City of Huntington Beach's Professional Services Contract and is willing to execute the Agreement as drafted.PACE maintains professional liability insurance coverage with limits of$1,000,000 per claim and $2,000,000 in the aggregate. QUALIFYING I T FD Andy Komor Confidentiality I Confidentiality March Design/build 8 foot diameter c. James Matthews Agreement, Unable Agreement, Unable 2008 to 150 psig GAC filtration Water System (PM) to Provide to Provide Present vessels to reduce GAC Filtration ' trihalomethane formation. U rade Santa Ana CC Andy Komor(PM) Santa Ana CC [Writ Cencel October Quadplex GAC filtration Pretreatment Keisuke Ikehata 20382 Newport Blvd 1 (949)631-0256 2012 to system and chemical GAC Filtration I Santa Ana, CA jcencel@ Present injection to remove organics S stem l 92708 = roadrunner.com for Desalination Plant Dateland WTP ; Andy Komor(PM) Dateland Public Michelle Lane October Iron, Manganese, GAC Brian Reid i Service Co , (928)454-2241 2009 to Softening, and GAC Pretreatment l PO Box 3011 getaholdofus@ August Filtration System for Pre- Plant Up rade ; Dateland,AZ 85333 wildblue.net 2011 1 treatment QUALIFYINGI i Huntington Beach Andy Komor(PM) City 0f HB Bob Milani November=Determined changes in Well Sampling& Keisuke Ikehata 2000 Main Street (714)374-1.735 2012 to sulfide, pH, and chlorine in Sulfide Evaluation i HB, CA 92648 bob.milani@ December raw, after chlorination,and surfci -hb.org 2012 post GAC treatment E Los Angeles CC s Andy Komor(PM) Los Angeles CC Russ Myers December 140 Ib/daysulfide,removal Sulfide Removal Keisuke Ikehata 10101 Wilshire Blvd (310)276-6104 2012 to treatment system using Project. Los Angeles, CA myers@thelacc.org August ozone generation and 90024 2013 pressurized contactor Marina Del Rey 1 Andy Komor(PM) Los,Angeles DPW Jeff Bouse April 2012 15 mg/L sulfide removal Sulfide Removal Keisuke Ikehata 900 S Fremont Ave (626)300-3373 to June system for LADPW using l Design Alhambra, CA jbouse@ 2013 pressurized oxygen.and. 91803 dpwJac ounty.gov ozone injection 210 2 �=- HB - Item 12. 24 PACE � m Advanced I w1katier En etr7ng I -81 c-R r INTRODUCTIONAdditionally, we have added two key sub-consultants to the To take advantage of the large supply of potable water from team, Trussell Technologies to provide technology overview Well 9 for greater than seven hours per day, and deliver consulting and KPFF to provide structural engineering consistent no-odor water, the City of Huntington Beach support. seeks to install a permanent full-flow treatment solution to remove the small concentrations of hydrogen sulfide The City will benefit from PACE's extensive present. Years of successful small scale piloting followed experience in sulfide•treatment desig11 n, by larger scale piloting of chlorination followed by GAC filtration has yielded positive results in sulfide removal and knowledge of water quality from Well odor reduction to non-detect. Potentially, this chlorine/GAC testing,and 3D design lay®uts,to design an filtration arrangement can be simply replicated and installed effective treatment solution.within the limited within the Well 9 site, and if additional space is required, site,footprint, with Trussell'Technologies some of the filtration system can be installed at the Well 5 supporting tine process selection project site. The advantage of chlorine/GAC filtration is that the piloting has shown there are no released odors in the immediate area of the treatment system, no need to re- pump, and the GAC media is long-lasting, as the current Trussell Technologies offers in-depth knowledge of media has been in operation for over three years without sulfide removal mechanisms, technology, and operations backwashing and appears to continue to operate knowledge to share with the City and lead the City to effectively. selecting the most effective sulfide removal technology and configuration available. PACE and Trussell frequently team Before investment is made to implement the chlorine and together on water treatment. systems where Trussell GAC system at full scale at Well 9, the City wants. to provides support on the front end process selection conduct a due diligence analysis to ensure that the GAC: verification, inducing Santa Margarita Water District's system is the best technology to meet the hydrogen sulfide corrosion control project. removal objectives and that there isn't another technology available that is more cast effective and requires less land. KPFF is a structural engineering company based out of Long Beach with extensive experience in foundation and Moving forward we have assembled a team well suited to pipe support engineering design services. guiding the City toward a permanent solution which will be effective, low-maintenance, and economically efficient. PROJECT UNDERSTANDING PACE has extensive experience whir engineering use As part of this. proposed sulfide removal treatment system, of GAC and sulfide removal with LADPW and other we understand that the City has previously teamed with groundwater projects in Southern California and Everfilt to find a GAC. filtration media that is effective at Arizona, as well as excellent background information removing sulfide; and over the past three years over 700 and knowledge of Well 9 water quality with onsite AF of water has been processed through the larger scale testing at various stages of the treatment process. 10' diameter pilot GAC filter at well 9. During our testing in PACE has also has a long history of working with Everfilt February 2013,we noticed that in seven water samples,the throughout the southwest and beyond, and Everfilt has chlorine upstream of the GAC filter removed sulfide to non- shared with us the complete background of piloting work at detect concentrations in four samples, but in three of the Well 9. Project Manager, Andy Komar, has successfully samples there was remaining sulfide after chlorination performed design and consulting related tasks on six City which was removed completely in the GAC filter, re- projects in the past five years and is familiar with staff and confirming in a short time period that the GAC filter is the needs of the City. indeed removing remaining sulfide when present after chlorination. A210 ;26 ,•• , HB 1 - Item 12. 26 a Ot � �� We also understand that there is little available free space placing the sulfide removal treatment system, whether for installing equipment at the Well 9 site, and the nearby GAC or other means, upstream of the chlorination Well 5 site is also limited with space. Both sites have system. By treating for sulfide and other reduced adjacent property owned by OC County Flood Control or compounds, such as ammonia and potentially manganese, Souther California Edison, and potentially agreements first before chlorination, the current chlorine dose of >3 could be made to use some of their property. However, mg/L may be reduced. Reducing chlorine use can save ideally existing Huntington Beach owned property can be >$20,000 per year but more importantly reduce utilized and it is assumed that it will be very challenging to disinfection byproduct formation and taste and odor utilize easements.on these adjacent properties. issues from excessive chlorine: The additional risk with PROJECT APPROACH the existing configuration of chlorination and then GAC We believe the important parts of this project's success filtration is that the disinfection byproduct from chlorine and include: 1)verifying the current configuration and treatment naturally occurring organics in the water could lead to Department of Public Health violation of,THMs, in addition technology is the best moving forward; 2) identifying to undesirable odors and taste in water. secondary benefits available to reduce chlorine and DBP use by placing .treatment upstream of chlorine, and 3) GAC Filtration Vessel,Design/Placement locating and laying out treatment equipment in the tight Assuming.GAC filtration.is selected for expansion, a vertical space available that will.be easy to access. arrangement of the filtration vessels likely takes up less space than a horizontal "sausage" configuration. We have We also noticed during testing that no chlorine was included in Exhibits 1 a and 1 b the potential placement of up removed in the GAC filter in all seven samples, which is to seven 10'diameter vertical filter vessels. Both the Well 9 unusual for GAC, and indicates that the GAC is exhausted and the Well 5 sites are tight for space, so the filters will with respect to chlorine reduction capacity. In order to have need to be carefully placed to fit and ensure proper a GAC media that is out of chlorine reduction capacity but maintenance access. Placing the manifold piping and still able to remove remaining sulfide, potentially there is valves on the top and bottom of the vessels will save additional chemistry occurring in the GAC bed such as significant space compared to side manifold piping. Also, manganese dioxide formation (MnO2), an oxidant, during because backwashing was not needed during the pilot, if chlorination that is acting as a sulfide oxidant. within the backwash piping is not needed in the full scale system, GAC bed. We propose to retest related parameters in our additional space will be saved, reducing the footprint. initial tasks to repeat these results and examine manganese concentrations from the well water to determine Assuming a flux rate of 4 gpm/f A2, seven such vessels if this mechanism is possibly occurring. Late 2012 testing could treat2,200 gpm of well water flow. Additional vessels. showed 20 ppb of manganese present in the groundwater. beyond seven of such size likely would not fit on each site. We intend on providing all of our design in AutoCAD MEP in 3-dimensions, similar to the recent project we performed Our initial tasks will verify°the mechanism of with the City on the East Garden Grove Wintersburg sulfide removal in the GAC bed to ensure'.1ong Channel Diversion Pump Station Project with Huntington Beach Staff (included in example drawings herein), so the term reliability and examine placing treatment operations staff can properly see access for equipment upstream of chlorine injection:to reduce maintenance and media replacement. The fluoridation chlorine use. storage system and sampling taps and other infrastructure,. if moved,will be redesigned on other areas of the site. '`e Removal Technology Evaluation It is important to ensure that sulfide removal with 'GAC is sustainable over time, and collectively we will examine A210 4 Item 12. - 27 KB - - FACE i 5 � ,i' . Alternative Sulfide Systems ;F Provide calculations for sizing the three treatment In our first design workshop with the City, we will prepare a alternatives from task 4B including contact time, presentation of other competing technologies including oxidation dosage, flux rate, and other relevant. dissolved ozonation, volatilization, CO2 stripping, and other parameters. filtration medias such as manganese dioxide (MnO2)which 1G, Provide capital, O&M, and life cycle cost estimates and oxidizes hydrogen sulfide instead of direct adsorption by comparisons between these three alternatives 6AC. Each system will be compared and contrasted with compared to the existing system including chlorine use. the existing pilot process with regard to cost, effectiveness, Develop PowerPoint presentation with photograph. footprint, re-pumping, odor release in the immediate-area of examples; exhibits, and data on the benefits- and the treatment system, media life and replacement, chemical refilling, noise, etc. Bath PACE and Trussell have detriments.of each altemative. experience with design, construction, and operation of 11 Attend meeting workshop with the City and present these different methods of sulfide removal including side- PowerPoint presentation from Task 4. by-side testing and evaluation an other comparable 1 Discuss pros and cons of each alternative compared to projects. Based on this knowledge and experience, coupled existing GAC filtration operation. with understanding the needs of City operators, we will compile data for the systems that are most likely support TaskY 2_CONCEPT LAYOUT,"DEVELOPMENT, the objectives for Well 9 and compare them to the existing ECOMR AT. NS,AHlb ALTERNATIVES operation. We will also include an analysis of moving the SELECTION treatment system upstream of chlorination. Trussell 2A Email, phone, meeting correspondence and general Technologies is a leading specialist in this field and has project management for task 2 been included on the team to specifically guide the City 2B provide hand-held GPS survey of site(s) based on the through these initial important decisions. The decision to best two alternatives to provide a more detailed proceed with certain alternatives will be a complete collaborative effort between our team and City Operations engineering evaluation of these final altematives.; and Engineering Staff. 2C Provide exhibits of top two alternatives in AUTOCAD SCOPE OF WORK MEP including 3D, plan, profile of'equipment, valves, chemicals, and piping. ES .!AL 23 VV0 P,�1! __ 2D Provide final alternatives analysis of final two systems . Email, phone, meeting correspondence and general and revise PowerPoint for final presentation to the City project management for task 1 to approve , . Compile and compare water quality data available for 2E Meet with City Staff to present recommendations from changes in chlorine, pH, and sulfide performed by more in depth evaluation and complete approval to go PACE in February 2013 and previous work at well 9 to construction documents. C Analyze the three stages of water quality: raw well Tas 3—FINAL DESIGN water, post-chlorinated well water, and past-GAC 2A Email, phone, meeting correspondence and general filtered well water to determine changes in order to project management-.for task 2 identify the sulfide removal mechanisms. Provide preliminary AUTOCAD MEP layouts of two sets Cotro , ocet . of filtration options in different locations and 3B Prepare engineering calculations on process configurations. parameters including flux, oxidation, etc., structural iE Formulate minimum of three treatment train process engineering calculations on foundations and support structures, electrical load calculations, and other and alternatives including oxidation, volatilization, relevant engineering calculations for the treatment filtration. Provide process flow diagrams for each with system selected from task 7. list of necessary equipment. Item 12. - 29 HB -322- PACE 3C Provide 60% design plan completion including general, 41£ Obtain a sample of the pilot filter GAC media and return Civil, structural, mechanical, electrical, and to the PACE lab for testing including color, dissolved instrumentation plan sheets for the treatment system Mn02, COD, and other information relevant to sulfide selected from task 7. removal and longevity of the media. 3D Provide 90% design plan completion including general, IF Obtain morning water samples pre-chlorination, post- civil, structural, mechanical, electrical, and chlorination, and post-GAC filtration and test for Cl2 instrumentation plan sheets for the treatment system does, Cl2 residual, sulfide, pH, manganese, and up to selected from task 7. three additional unforeseen parameters. 3E Provide 100% design plan completion including 41C Obtain afternoon water samples pre-chlorination, post- general, civil, structural, mechanical, electrical, and chlorination, and post-GAC filtration and test for Cl2 instrumentation plan sheets for the treatment system does, Cl2 residual, sulfide, pH, manganese, and up to selected from task 7. three additional unforeseen parameters. 3F Provide bid specifications and standard provisions in 4 D Evaluate the data obtained from Task 2 to determine City format for the treatment system selected from task the quantity of sulfide removed by chlorine and the 7(90%and 100%). quantity removed by GAC filtration, and identify the 3G Provide construction cost estimates based on 60%0, mechanism for sulfide removal and sustainability of 90%, and 100%design plans. sulfide removal. 3H Provide wet signed and stamped plans on mylar 24" x e F, (if necessary) meet with agencies owning surrounding 36"City Approved Title Blocks and Formatting. properties for site easement access and other design Permitting related information. MOLS 31 Assist City with Building Permit Preparation including t T Tl ON forms and supporting documentation from the design PACE is focused on ensuring all City staff members are process. thoroughly satisfied with our work effort and deliverables for Bidding the project. Our most effective means for achieving Assist City with answering contractor questions satisfaction is to ensure that we understand the objectives regarding the design construction documents. of each key stakeholder/team member from the City on the 3K Attend re-bid conference and resent design project, including engineering staff and operations staff. p p g This occurs upfront through scope refinement in the documents and perform job walk with bidders. contracting phase and further defined during the project X Perform a constructability review and provide kick-off meeting. We record these objectives in our project engineering clarifications for improving the design. documentation and continuously track our progress against Construction these stated objectives. Overall, our approach is to work Vim' Attend pre-construction meeting and go over schedule with the City staff as an extension of their team and and submittaVRFI process with contractor: collaborate together to effectively determine the best design: approach and ultimately, best design for meeting the water Assist City construction manager with response to supply objectives of the City. contractor RFls, review and approval of contractor and Additionally, we have several standard tools in: place to vendor submittals, and clarification and interpretation of ensure. that projects are executed smoothly, which are the design. detailed below. 30 Receive contractor redlines and City edits and prepare Kt ark for record drawings of the installation and provide final All PACE project management and engineering efforts will mylar 24°x36"copy to City upon completion. be performed from our headquarter office in Fountain P Prepare an 0&M manual in digital format using Valley, CA. All subconsultant team members are local to submittals and other vendor information on operations. Huntington Beach for ease of workshop attendance and site. eaPTIONALsi i P iF visits.This close proximity to the project and each other will _. 2 0 7 HB -323- Item 12. - 30 IV i� facilitate meetings onsite or at City offices. Our office is less coordinate engineering and planning issues. Meeting than 10 minutes from the project site and approximately 15 minutes will be kept and retained in project files. All minutes from the City's offices. telephone conversations with client, other offices, and consultants will be logged and retained in the project files. All incoming or outgoing correspondence will be through the Project Manager only. Project Site Four n The Project Manager,:n Valley' J t Andy Komor, will be the project's M.: primary source contact with the City. The Project Engineers will be secondary contacts in the event that the Project Manager is not available. All correspondence to the client, whether incoming or outgoing, will be through the Project Manager. The Project ' city of Manager will keep the client informed of the project _ a � "eeacn°" `0 progress on a bi-weekly basis unless otherwise indicated in the work plan or contract work scope. The progress reports will at a minimum include: `� 15 MIUTES� Schedule status Umh,(,.m PACE t.dh C4 dF.,ftt�,&xh C, Work planned for upcoming month Progress to date Subconsultant ManagementList of issues which may affect individual task orders Agreements with our subconsultants will be formed with Eudget Control contracts delineating the budget, schedule, and scope. Engineering costs will be controlled by frequent monitoring These contracts will be monitored for progress and and early identification of any design change affecting compliance. We will track the resources and the costs project costs. against the planned targets to ensure the resources are rR ty Control efficiently employed. With the high level of local and QualiThe QA/QC Program places responsibility at the level of the specialized expertise proposed; our subconsultant selection organization closest to production of each work element. within the team depends on a well-organized planning and The peer reviewer is designed to check/back check, make conceptual design process that uses staff only when conclusions on design methods, calculations, and needed for as long as needed and is delineated by the decisions. The designer and peers are encouraged to specific project requirements. and locations. Our project discuss approach and identify points of agreement and knowledge and the skill of our management team provide disagreement. Areas of disagreement will be noted and the basis for a well-managed study and planning process., discussed with the Project Manager&Technical Manager. Project Scheduling, R-equiredfrom Huntington a PACE will use the MS Project scheduling system to Andy Komor will work closely with the City to understand continuously monitor project costs, labor, and progress. the desires and issues of City Staff including both operators Once the project is awarded, we will develop a conceptual and engineers to ensure project goals are achieved. milestone schedule based upon anticipated needs of the Background knowledge of the system operation including project and major task items. This schedule will be provided available water quality data beyond what PACE already to the City, tracked and updated monthly at review has, flow data, site constraints including utility locations, meetings. and existing as-built information shall be provided by the Externalice Coordination City if available, and using this information; a set of The Project Manager will coordinate all planning and design proposed solutions and selection of the best solution will be work with all subconsultants and staff. Two workshops, provided. As PACE provides submittals at the specific three meetings, and multiple teleconferences will be held milestones, we welcome timely and constructive feedback with applicable Project Team members and consultants to to guide our team forward. A210 Item 12. - 31 - - PACE k kal y k i ee , .�... : ..y., dam' � •�� 1-- %+w.^�q. \\Q� A' $ b i F• aA y t•�, a Y e� IN y � A Ini s r� Item 12. - 16 t a ate- r Figure 1. Example of AUTOCAD MEP 3D Design Drawings in Preliminary Stage, Which Offers Opportunity to Understand how System will be Accessed and Maintained Leading to Final Design A AWk kRWlt...,y. KfwiD M ti#1 ,�. '� 5,�d y :1P IItUR W1+E E 3 —\ �0 yklx N � 9 00.LS C6» j. Exhibits 1a and 1b. Plan View Concept Layouts of Seven 10'-Diameter Vertical Filtration Units on Each Site WELL 9.,SITE WELL 5 SITE . � ri y 7 x 10%6 GAC FILTERS f c� w» 7;X ,0 SAC FILTERS 6NELL�5 A 40, ._. \� • ;: 61ELL 9, R u �uw , Item 12. - 28 ice, general project management weeks sulfide data 2 weeks !r quality 2 weeks: ssel type and locations 2 weeks )xidation, volatilization, adsorption) 3 weeks reatment alternatives 2 weeks costs for alternatives 3 weeks th photos, exhibits, data 1 week uerpoint 1 week iative & filtration options 1 week ice, general project management 5 weeks II 9 and well 5 sites I week IEP 2 weeks id recommendation to City 2 weeks WPM and complete approval 1 week w ice, general project management 14 weeks final treatment parameters 3 weeks ompletion (G, C, S, M, E, 1) 6 weeks S, M, E, 1) 3 weeks . �..� S, M, E, 1) 3 weeks .00%) 6 weeks (60, 90, 100%) 12 weeks maim ings plus digital 1 week aration 4 weeks ions 3 weeks ,alk 1 week 3 weeks 1 week 'Is, submittals, interpretation of design 13 weeks e. 2 weeks 2weeks An02 1 week , "s\ 3`a. -5 � �� 1, .. :.\ � A•+, is ARIA �� \ H�" � c 11011 A .c MR, x / . \ ` \ a � r . A a <� Item 12. - 83 � _ �I - UR Yam• .....•.. \..... T°^F '� � ...... .« ✓auu .: PT i TEAM Our team offers a great blend of technical abilities to assist design direction at the beginning of the project, the City with identification of existing mechanisms, improvement measures; and final design, as well as development of a road map to install the full scale system, meeting with OC Flood or SCE, if needed due to land use preparation of construction documents, and streamlined needs. As project team principal, James Matthews of bid/construction through startup services. PACE will be providing direct involvement on key.decisions The PACE project team will be supported by Trussell and strategy and reviewing design documentation for Technologies and KPFF. PACE will provide a majority of clarity, accuracy, ease of construction and compatibility with the project tasks (greater than 75%) including the overall existing well system operations. Zirang Song will, be,the project management and oversight responsibility for the lead process mechanical engineer. Brian Reid will provide project; with project manager, Andy Komor, providing direct miscellaneous design engineering support and construction client communication and project team direction.. He will services support. Juergen Nick will provide electrical also be involved in important project tasks related to engineering. Dr: Ikehata will be conducting all of the water identification of the preferred treatment approach and quality testing services with, his laboratory staff. Organizational Chart 0 �K< Andy T Kerner,MS PE Jaynes A. Matthews, PE 20 HUR Z ira nD Sang l S,Pt JLerDen Dick,PAS,PE Tyr Dutierre7 Bran Reid,P g .Rhodes Tr ssell, Keisuke lk hat ,PhD,PE Ernesin CIaina'r na Christopher T.Manseur,PE PhD, PE, CEE David Hokanson, PIED,PE,BCEE Elaine VV.Ho'le,N S,PE Bran Trussell,MS,PE Andy Komor, MS, PE six Everfilt filtration projects including three using. GAC Project Manager/Lcgecyt3ystem Knowledge media, as well as a large scale ozonation system for sulfide The team's Project Manager is Andy Komor,who has direct removal of groundwater in Los Angeles. Andy has a great experience on sulfide removal projects and was involved in background on sulfide mitigation including the 2009 SMWD. the well 9 testing in early 2013. Recently Andy completed sulfide explosion from the Upper 05o Reservoir including A210 10Ma's RB -327- Item 12. - 34 mitigation using percarbonate, ozone, and oxygen; Tom Gutierrez—Senior CAD MiEP including two national conference presentations on the Mr. Gutierrez has in depth experience with design of subject. Andy also was the Project Manager for the mechanical 3D models of pump stations and treatment LADPW Marina Del Rey Sulfide Mitigation Project. plants far construction drawings. His 3D design and amas = tt�ae, B o .°QC modeling experience includes design and draft BIM ready J 'viaPACE has also included James (Jamie) Matthews as civil 3D pipe networks, surface models, grading and basic principal, a leader in water treatment systems design and corridors far earthwork calculations and cross sections, planning in the southwest with over 30 water and water Process- piping for complete plant layouts, and mechanical recycling projects completed and in operation. Besides Process equipment(i.e. blowers; pumps, etc:}.. being the principal on several award winning water and Keisuke Ikehata, PhD, PE— Water Orvality Analysis wastewater projects, Jamie previously worked for San Dr. Keisuke Ikehata is a technical expert on water quality Diego's Water Dept, is a registered wastewater operator, and water treatment technologies having successfully and designs/builds custom control panels far water projects. performed a number of research projects on advanced Zirang Song , PE—Process Va ao ca"Engineer water and wastewater treatment over the past six years. Zirang Sang has over 20 years of engineering process and Much of his previous research has: focused on the treatment equipment design experience in water treatment ozonation and advanced oxidation of emerging organic systems. He has experience successfully designing four contaminants in water, including pharmaceuticals, surfactants, endocrine disruptors, pesticides, and algal infrastructure projects far the City of Huntington Beach in the past six years including the EGGWC Channel Pump toxins. Station, the Talbert Wetlands Treatment System, and the Christopher T. Mansour, P -Structural Engineer Meredith Pump Station. Christopher Mansour has over 25 years of experience in Brian Reid PE_ e o . 000ar engineering and construction. His engineering experience Brian Reid has over 15 years of design and construction includes bath civil and structural design as well as related experience. Brian is a registered engineer, coordination with architectural design and other engineering contractor, and pilot, with an extremely wide range of disciplines such as mechanical and electrical. project experience on small and large scale with water R. Rhodes Trussell, PhD, PE, BCEE treatment. Recently Brian has been involved in an oxidation Alternative Analysis e "r filtration plant design, construction, and operation for iron Rhodes is a recognized leader in the industry in developing and manganese oxidation using MnO2 media. and. explaining methods and criteria for water quality; ern Nick to B aotroa o reor development of advanced processes for treating water; and Ju ,Juergen Nick has electrical engineering experience working with regulatory agencies like CDPH: spanning back to 1986. His areas of expertise include David Hkaosoo, PhD, PE, BCE !ornate Analysis oxidation processes, controls and process automation, Mr. Hbkanson is an expert in bath physical and chemical power electronics and power generation. Juergen is a processes applied to water treatment incuding advanced leader in oxidation controls having worked for ten years at oxidation, adsorption, ion exchange, and air stripping; Ozonia North America including the LADWP Oxidation navigating regulatory requirements including CDPH on Plant. complex projects. Ernesto Ca arena— Controls and P&ID Elaine W., Howe, VAS,p Alternative Analysis Ernesto Camarena areas of expertise include controls and Ms. Howe is an expert in GAC filtration, DBP control, water automation design for wells, pump stations, storage regulatory requirements with recent similar experience on reservoirs, water treatment, and wastewater treatment. Mr. the Carona del Mark Water Treatment Plant. She has also Camarena's responsibilities include preparing process and conducted research on GAC for organic removal. for the instrumentation design, process flaw schematics, American Water Works Association Research Foundation conceptual design exhibits including termination diagrams, and the Metropolitan Water District of Southern California. and QA1 QC for the electrical power and controls design. A210 11 Item 12. - 35 - - PACE sad, ANDREW KOMOR, MS, PE DACE ....,, A,`­ ov Andrew Komor is a technical expert on engineering infrastructure having B.S. Civil Engineering successfully performed engineering design, project management, and field services University of Minnesota/1999 for over$120 million in capital on over 20 completed water resource projects in the Cum Laude past eight years. His background as a researcher has led to four national M.S. Civil and Environmental Presentations and technical papers. Mr. Komor is sought after as a technical Engineering consultant and designer on water, resources projects including 'advanced Arizona State University/2001 wastewater treatment and water recycling, drinking water, ocean and. brackish water 'desalination,, groundwater recharge, lake and: reservoir water quality k - F enhancements and new technology research and development. As part. of the ' _"" ``„ M design and engineering of such projects, Mr Komor is adept at providing 11+Years comprehensive civil, mechanical, structural, electrical, and controls designs which Joined PACE in 2000 are innovative, cost effective, and highly-operable.. He has an excellent breadth 14, 1 f k1 � and depth of experience in water resources. Mr. Komor will be responsible for the management of the project design, and delegation of project team-members to Professional Engineer/CA ensure a value-added approach and sound design which can be implemented 2003/64928 effectively. Professional Engineer/LA ,RE i,T r ` ` iENCF 2009/34854 untington Beach Well 9 Sampling and Sulfide Evaluation —. Huntington FF.,.1 1,:.. 03 each, C Director of Orange County Mr. Komor served as the Project Manager for testing:services at Wells 3;6, and 9. Water Association Testing tasks determined the amount of sulfide and other constituents in the water (OCWA) supply. The results were described in a comprehensive report and presented to the City detailing the mechanisms for sulfide reduction and ultimately removal. Califomia Water Environment Talbert Lake Diversion Project—Huntin ton each, CA Association(CWEA) Mr. Komor served as project manager in the planning and design for a diversion system and stormwater treatment system that will treat at least 4 MGD of WateReuse Foundation stormwater that would otherwise flow directly into Huntington Harbor and further impair the water body. Mr. Komor developed a wetland treatment concept that National American Lake entails 20 acres of wetland plants and lake within Central Park, a signature feature Management Society(NALMS) of Huntington Beach. While meeting the City's goal of treating the stormwater, the project will also restore one of Central Park's key features, a seven acre lake that .. . 91'X" aK I has been dried up for the last 15 years. Talbert Lake will become the focal point Cost to Benefit Analysis of and recreational centerpiece for active and passive recreation,including a beautiful Desalination of Golf water feature at the existing amphitheater. Irrigation Water an a Country Club Pretreatment G C Filtration System—Santa And, C Water Reuse Symposium,, Phoenix, AZ. 2011 Mr. Komor was the Project Manager who oversaw the design of this reverse osmosis treatment system to provide a custom water source for irrigating the golf Effects of Nitrification; course greens at the Santa Ana Country Club. Mr. Komor led the treatment Stratification, and Algaecidal process development, performance-based specifications (a highly effective process Disinfection in Country's Largest for reducing costs and guaranteeing performance of equipment), engineering Recycled Water Reservoirs. Water design of civil, mechanical; electrical and control systems and treated water Reuse Symposium, Washington storage systems and cost estimating. In 2013 PACE is installing phase. II of the DC. 2010 system including a GAC pre-filtration system, part of the original design; which Upper Oso Reservoir.•Lake assists with reducing organic fouling of the desalination system: Management Update. Presentation Dateland WTP C C Pretreatment Plant,Upgrade— Datelarid, AZ to Santa Margarita Water.District. Mr. Komor served as Project Manager for this water treatment project. PACE is 2009 providing Dateland Public Service Co. with selection of inland-desalination Evaluation of Deniftfication alternatives, engineering design; environmental permitting, and grant funding Mechanisms in Constructed application services to improve and expand their existing groundwater Reverse Wetlands Osmosis (RO) treatment system. The groundwater in the Dateland basin contains several trace contaminants including arsenic and fluoride, has irrigation inhibitors boron, chloride, and sodium, and overall contains high levels of TDS. The contaminants must be removed to, comply with primary and secondary drinking water standards. This project scope includes alternative analysis, funding through USDA-RD and WIFA, performance specifications, final design, permitting, bid services and construction services. ffB - - Item 12. - 36 ANDREW PE _.... _..... _...... ._.... '.... .. _. __ . .. _ .. ..,.. .. .. ....._._. . _.... .. _. San Diego County Public Water System GAC Filtration Upgrade—San Diego County, C As the Process Selection Engineer, Mr. Komor assisted in the design of a granular activated carbon (GAC) filtration system to remove organic precursors from the water and reduce trihalomethane formation. The GAC filter system was designed and installed within three months to meet EPA compliance deadlines. The GAC system capacity is 300 gpm using two pressure vessels 84" in diameter and 96" high. PACE provided design services, construction management, and installation of an automated controls system. Midland Refineries Four Everfilt Filtration Skids—Iraq Under the direction of Mr. Komor, PACE provided complete construction plans, specifications, and cost estimates for four sets of filtration plants for the Midland Oil Refineries process water recycling systems. The system ranges in size from 150 m3/hr to 800 m3/hr. The filtration systems included pumping units, fabricated skid filtration systems including vessels, valves, media, etc., coagulant addition, instrumentation sensors and equipment, and a control building for all electrical and controls equipment and laboratory. Los Angeles Country Club Sulfide Removal Project--Los Angeles, CA Mr. Komor was the Project Manager, and led the study to determine the best approach to improving irrigation water quality for the Los Angeles Country Club (LACC) which led to the design-build of an ozonation water treatment system. LACC was plagued with three main issues with their irrigation water supply, 1) odorous and corrosive hydrogen sulfide in the groundwater supply causing unpleasant odors around the golf course and damaging the irrigation storage tank and distribution system, 2) poor turf conditions and high maintenance due to water quality, and 3) borderline brackish groundwater quality with high levels of bicarbonate and moderate levels of sodium and chloride. Following the evaluation of several alternatives to addressing these issues recommendations were made based on the alternatives that were easiest to operate and maintain and most cost effective. These solutions include a 130 lb/day ozonation system for oxidizing the excess sulfide, installation of a third groundwater well, rehabilitation of the existing 800,000 gallon water storage tank, and chemical injections into the turf to reduce excessive bicarbonate alkalinity. The ozonation system designed by PACE includes new piping, instruments, ozone generation skid, injection skid and pump from tank, liquid oxygen storage and controls. Upper Oso Reservoir Recycled Water Sulfide Treatment System—South Orange County, CA Mr. Komor served as project manager for the Upper Oso Reservoir emergency water quality improvements to reduce the odorous hydrogen sulfide emissions caused by high nutrient loads demanding high oxygen content. The odors were a result of oxygen depletion in the lower lake level, which created the sulfide emissions. With a unique specialization of lake systems in conjunction with an advanced understanding of nutrient loading, limnology, biological and mechanical processes, and specialization in wastewater treatment and recycled water storage and distribution, Mr. Komor diagnosed the magnitude of the odor and implemented a solution in less than two weeks. To prevent future outbreaks of hydrogen sulfide gas releases, Mr. Komor continued to monitor, test and model the reservoir to determine the future water quality management plan. It was determined that due to the reservoir's characteristics of being one of the largest recycled water reservoirs in the USA without nitrification, a large oxygen demand was present which required direct oxygen injection. An eight foot diameter speece cone oxygen injection system with a 2,100 lb/day oxygen generator and two 2,600 gal/min recirculation pumps were provided in the design. Lenain Water Treatment Plant Sulfide Reduction/Operations—Anaheim, C Mr. Komor served as the project manager for the improvements to operation of the City of Anaheim's Walnut Canyon Reservoir and potable water treatment system to remove dissolved sulfide, manganese, phophate, and taste and odor compounds. He was in charge of the study, and led extensive modeling, sampling, and piloting work to ultimately recommend optimal operation of their systems to achieve desired water quality. The operations staff continues to work with PACE to adjust their chemical dosing systems and valving systems. Canyon Lake Drinking Water Reservoir Oxygenation Design— Riverside County, C Mr. Komor served as project manager for the field testing, modeling, and design of a new deep water oxygenation system to remove hydrogen sulfide from water and sediment for this large 400 acre drinking water reservoir. Mr. Komor provided all communication with project stakeholders including alternatives analysis and presentations including the 2011 symposium on water resources at Canyon Lake. Item 12. - 37 H - 0- JAMES A. MATTHEWS, PE PACE A, 'a; DU James Matthews is highly regarded in the water and wastewater industry for his B.S. Civil Engineering tremendous wealth of practical knowledge and his ability to.use technologies and San Diego State University 11994 research to develop value for clients. Mr. Matthews has created designs of several award-winning water reclamation facilities in California and Arizona, and has saved EXP INI: 7 capital cost, reduced construction schedule, and minimized operations and 18+ Years maintenance needs on hundreds of pump station, reservoir, water treatment, and Joined PACE in 1994 wastewater treatment projects by implementing creative design concepts. Mr. City of San Diego Matthews has extensive experience in saving capital cost, reducing construction Water Production Engineering schedule, and minimizing operations and maintenance needs on hundreds of water treatment, wastewater treatment, pump station, and reservoir projects by '4ba i 'T'OFS implementing creative design concepts and solutions. His expertise stems from an extensive background in engineering design, construction supervision, plant Professional Engineer.• California operations, and administration. 19971057746 A E Arizona. San Diego County Public Water System 6AC Filtration Upgrade — an Diego 1999134090 County, CA Florida As Principal, Mr. Matthews oversaw the d'esign and installation of a granular 2009169722 activated carbon (GAC) 'filtration system, installed to remove organic precursors Ha wail from the water and reduce trihalomethane formation. The GAG filter system was wall designed and installed within three months to meet EPA compliance deadlines. 2009113718 The GAG system capacity is 300 gpm using two pressure vessels 84" in diameter Idaho and 96" high. PACE provided design services, construction management, and 2004111229 installation of an automated controls system The automated system controls uses compressed air actuated valves to allow simple backwashing of the media through New Mexico a touchscreen interface. 2004116491 .an Ana Country Club Pretreatment GAG Filtration System— an An4,, CA Virginia Mr. Matthews served as Principal and reviewed the design of this reverse osmosis 20051040716 treatment system to provide a custom water source for irrigating the golf course Wastewater Treatment Operator greens at the Santa Ana Country Club. Under the supervision of Mr. Matthews, the Certcation:Arizona PACE team developed the treatment process, performance-based specifications(a highly effective process for reducing costs and guaranteeing performance of equipment),engineering design of civil, mechanical, electrical and, control systems A D American Water Works and treated water storage systems and cost estimating. In 2013 PACE is installing phase 11 of the system including a GAG pre-filtration system, part of the original Association(AWWA) design, which assists with reducing organic fouling of the desalination system. Water Environment Dateland WTP GAG Pretreatment Plant Upgrade—Datelland, AZ Federation(WEF) Mr. Matthews served as the Principal and, oversaw the alternative analysis for the, water treatment plant. PACE is providing Dateland Public Service Co. with PUBLUCA` `_',')F selection of inland-desalination alternatives, engineering design, environmental EPA's Small Flows Quarterly: permitting, and grant funding application services to improve and expand their "Hybrid Sequencing Batch existing groundwater Reverse Osmosis (RO) treatment system. The groundwater Reactors" in',the Dateland basin contains several trace contaminants including arsenic and Southern California Resort fluoride, has irrigation inhibitors boron, chloride, and sodium, and overall contains Managers Conference Reverse high levels of TDS. The contaminants must be removed to comply with primary and Osmosis& Water Softening secondary drinking water standards. This project scope includes alternative to Santa Margarita Water District. analysis, funding through USDA-RD and WIFA, performance specifications, final 2009 design, permitting, bid services and construction services. City of Lathrop Recycled Water Midland Refineries.Four Everfilt Filtration Skids—Iraq Training Seminar As the Principal,. Mr. Matthews oversaw the construction plans, specifications, and cost estimates for four sets of filtration plants for the Midland Oil Refineries process PEARL Program: water recycling systems. The system ranges in size from 150 m31hr to 800 m3/hr. Electrical Power and Control The filtration systems' included pumping units, fabricated skid filtration systems Systems including vessels,.valves, media, etc., coagulant addition, instrumentation sensors and equipment, and a control building for all electrical and controls equipment and laboratory. HB -331- Item 12. - 3 8 JAMES A. PE w........._ �. ......... ...... _.. ?,,.....H Los Angeles Country Club Sulfide Removal Project—Los Angeles, GA Mr. Matthews was the Project Manager, and oversaw the study to determine the best approach to improving irrigation water quality for the Los Angeles Country Club (LACC) which led to the design-build of an ozonation water treatment system. LACC was plagued with three main issues with their irrigation water supply, 1) odorous and corrosive hydrogen sulfide in the groundwater supply causing unpleasant odors around the golf course and damaging the irrigation storage tank and distribution system, 2) poor turf conditions and high maintenance due to water quality, and 3) borderline brackish groundwater quality with high levels of bicarbonate and moderate levels of sodium and chloride. Following the evaluation of several alternatives to addressing these issues recommendations were made based on the alternatives that were easiest to operate and maintain and most cost effective. These solutions include a 130 lb/day ozonation system for oxidizing the excess sulfide, installation of a third groundwater well, rehabilitation of the existing 800,000 gallon water storage tank, and chemical injections into the turf to reduce excessive bicarbonate alkalinity. The ozonation system designed by PACE includes new piping, instruments, ozone generation skid, injection skid and pump from tank, liquid oxygen storage and controls. Santa Paula Water Recycling Facility—Santa Paula, G Mr. Matthews served as the Engineer-of-Record and Principal Engineer for the State of California's first Design-Build- Operate-Finance (DBOF) wastewater reclamation facility project for the City of Santa Paula, CA in Ventura County. The facility consists of a 4.2 MGD Biological Nutrient Removal (BNR), Membrane Bio-Reactor (MBR) with a peak treatment capacity of 17 MGD. Mr. Matthews was responsible for the design of all major aspects of the facility, including the hydraulic and biological treatment system design, an NWRI certified Title 22 UV disinfection system, EPA Class B bio- solids treatment and dewatering and effluent discharge permitting with both local and state agencies. The facility been designed currently to be the lowest power consuming MBR in the US. San Clemente WWTP Blosolids Upgrade Project—San Clemente, CA Mr. Matthews is currently providing equipment process selection and design services for the City of San Clemente to upgrade their existing biosolids dewatering systems and improve automation of the solids works facilities. Currently the facility does not have sufficient cake storage for periods of inclement weather and is therefore seeking a solution which will both improve digestion — reducing total solids, and dewatering performance— reducing volume. PACE has used a Performance Based Specification process to assist the City in selection of the "right" equipment for the project while reducing the capital cost of this equipment by almost 40% over vendor provided budget estimates. In addition to locking in capital costs, the City also has a guarantee on performance of the system which will reduce total sludge volume by 45%. Burbank WWTP Process and Control Upgrades— Burbank, CA Mr. Matthews was the principal in charge of wastewater process and control upgrades at the City of Burbank's 12.0 MGD Water Reclamation Facility. PACE's work include PLC reprogramming and calibration of the existing DO control system, Plant-wide SCADA system and local HMI control stations. Prior to reprogramming, the facility required the use of two - 400 HP blowers with both inlet and outlet throttling consuming and averaged of 450 kW per hour. After completion of programming, the plant operates on a 400 HP unit consuming an average of 300 kW per hour(a 33% reduction in power consumption). This efficiency upgrade was done without the need for additional hardware or new equipment, just programming and produces a more stable DO profile throughout the plant, improving treatment performance. Additionally, PACE provided turn-key services for the design, installation, programming and commissioning of a new automated waste sludge control station for the plant which consisted of a new remote PLC control panel, flow metering, proportional valve actuator and mechanical piping. The automated system allows operators to more effectively control the activated sludge system which intern has completely eliminated the need to chlorinate the return activated sludge, reducing chemical consumption at the plant by 40%. City of Avalon Wastewater Treatment Plant RASMAS Pumping System—Avalon, Catalina Island, CA Mr. Matthews was in charge of the design, installation, programming and commissioning of a new return activated and waste activated sludge (RASMAS) pumping system at the City of Avalon's WWTP. PACE provided turn-key services which included the design and selection of four dry-pit pumping units, flow metering and an automation system with VFD controls which regulate recycle and wasting processes at the plant. Special evaluation of construction materials was required as part of the project due to the high salinity(20,000 mg/I TDS)of the wastewater on the island. Los Angeles County Fire Station 105 Municipal Sewer Connection—Compton, CA Mr. Matthews is currently serving as the Principal for the sewer design connecting Fire Station 105 to the municipal sewer. Due to many utilities located in South Santa Fe Ave, including a 36"water main, storm drain, gas, and two oil transmission pipelines, a thorough research of utility plans, as well as a geophysical survey using ground penetrating radar, will be conducted to definitively locate utilities and identify a feasible alignment for the new sewer connection. Item 12. - 39 14B - 2- ZRANG SONG, M PE PACE ."tL `if' _4 Zirang Song has civil designtengineering experience spanning back to 1990. His M.S.Ilntemational Construction areas of expertise include all areas of water infrastructure including pump station Management, Nanyang design, water conveyance, water storage, lake system design, water feature / Technological University, fountain design and construction management, swimming pool filtration system Singapore, design and construction management. Other responsibilities include: construction 2000 support and coordination. B.S./Mechanical Engineering, `E I _ �e A Harbin Institute of Technology Meredith Pump Station Improvements—Huntington Beach, CA: China, As the Senior Project Engineer, Mr: Song provided the mechanical engineering 1983 design for improvements needed for the City of Huntington Beach's replacement of three existing natural gas engines atthe.Meredith.Pump Station. Mr. Song will also X LF'IE'4C`2provide construction phase services and coordinate record drawings upon project 30+Years completion. Joined PACE in 2000 Talbert take East Garden Grove Wintersburg Channel Diversion Pomp , I MP :N` i K Station—Huntington Beach,CA Professional Engineer/CA Mr. Song served as the Senior Project Engineer and designed the stormwater 2005/69315 Pump station intended to divert 3-4 MGD of flows from the East Garden Grove Wmtersburg Channel. The pump station will be sized for an ultimate capacity of 3,500 GPM (5.0 MGD) to accommodate anticipated future City projects. The diversion pump station will be constructed, owned, operated and maintained by the City of Huntington Beach. The wet well will contain a pumping system equipped with four identical 1,000 gpm, 20 HP, solids-handling, submersible pumps. Two interlocking variable frequency drives(VFDs)will be incorporated into the system to minimize starts and stops over a wide range of flowrates, Talbert Lake Diversion Project— Huntington Beach,CA Mr. Song served as the Senior Project Engineer in the planning and design for a diversion system and stormwater treatment system that will treat at least 4 MGD of stormwater that would otherwise flow directly into Huntington Harbor and further impair the water body. PACE developed a wetland treatment concept that entails 20 acres of wetland plants and lake within Central Park, a signature feature of Huntington Beach. Nuisance flows from the East Garden Grove Wintersburg Channel and gravity stormwater flows will enter the park at three locations, first flowing through hydraulically-augmented existing wetlands to provide physical sedimentation, biological denitrification and uptake of nutrients prior to discharge to the lake. While meeting the City's.goal of treating the stormwater, the project will also restore one of Central Park's key features, the seven acre lake that has been dried up for the last 15 years. Midland Refineries Four Everfilt Filtration.Skids—Iraq Mr. Song developed and coordinated the construction plans, specifications,, and cost estimates for four sets of filtration plants for the Midland Oil Refineries process water recycling systems. The system ranges in size from 150 m3/hr to 800 m3/hr: The filtration systems included pumping units, fabricated skid filtration systems including vessels, valves, media, etc., coagulant addition, instrumentation sensors and equipment, and a control building for all electrical and controls equipment and laboratory. Eisenhower Medical Center Stormwater Pomp Station-Rancho _Mirage, C Mr. Song was the project manager for the Eisenhower Medical Center to design underground storm water storage and the pump station. An underground storage system is designed to collect and store stormwater from the tributary area and the pump station is designed to pump the stormwater from the storage facility to the existing lake and into the existing storm water conveyance system. Mr. Song was responsible for all aspects of the project design including stormwater volume, flow rate calculations, pump and piping sizing, pump selection, wet well pump station design, underground stormwater storage system design, coordination with .client, design team and sub-consultants, meetings, permitting review and contractor's submittals answer and.RFI field inspections. B - - Item 12. - 40 PACE _ r,- Irr �w i. :, � rr f Brian Reid has over 16 years of Civil Engineering and Construction experience. B.S. Civil"Engineering His areas of expertise include water and wastewater infrastructure and treatment University of Florida design and field engineering, particularly in the design-build environment. Mr. Reid 1997 is proficient in design, ACAD drafting, and coordinating project plans with contractors and consultants. His construction administration responsibilities include =.` . 1 observation of field work and inventory construction materials to determine general Joined PACE in 2000 compliance with plans, specifications, and design concepts. Construction management capabilities include review of contractor's payment applications, requests for change orders, budgets, and schedules. Mr: Reid has completed as- Professional EngineerlCA built and construction layouts using GPS survey technology. In addition to these 6406212002 duties, he facilitates the permitting and plan review processes; A" , . n &wit a .... ...... ... American Society of Civil Dateland WaterTreatment Facility—Dateland, AZ Engineers(ASCE) Mr. Reid served .as the Construction Engineer for the new Dateland Water Tau Beta Pi Treatment Facility which included multiple VFD wells, pretreatment systems, Honors Society reverse osmosis, and distribution system pumps. Mesa Consolidated Water District Pumping Infrastructure—Costa Mesa CA Six northwest wells have been improved with infrastructure to improve drinking Class A General Contractor water treatment and conveyance into the district's distribution system. The Private Pilot improvements included civil, mechanical, process, and electrical/controls upgrades. Mr. Reid worked on final plan QAQC for construction efficiency improvements. ngin it Algae Electrocoa uiation De ate ing Module, — Queensland, Australia As the project engineer, Mr. Reid was responsible for the mechanical equipment engineering in water treatment processes. The equipment processes up to 300 gallons per minute of algae culture continuously. The facility, will use the power station's CO2-laden flue-gas to feed a Bio-CCS (Bio-based Carbon Capture and Storage) Algal Synthesizer. It will serve as proof of concept for a larger, second stage facility of up to BO hectares(197 acres) before being progressively expanded to a much larger third stage facility. Slonix Fukushima Dailchl Nuclear disaster Mobile Water Treatment units — Fukus `ma,Japan Mr. Reid served as the project engineer. PACE developed a mobile drinking water treatment system in response to the earthquake and tsunami disaster in Japan, and specifically to provide clean drinking water to areas where water was contaminated with radioactive materials following the Fukushima Dailchi nuclear power disaster. A 1135-Umin (300 gpm) treatment system was designed for placement in three shipping cargo containers (each with a footprint of 40 feet by B feet by B feet)to remove three main radioactive elements, cesium, iodide and lead. The treatment system consists of a three step process, with each unit process taking place in a separate container. The first unit process provides solids and organics treatment using dissolved air flotation (DAF). The :second unit process provides multimedia filtration and the third unit process is reverse osmosis treatment. Tulare Drainage'District Agricultural Runoff Water Treatment—Tulare, CA. Mr. Reid served as the project engineer guiding the analysis of the potential use of large volumes of contaminated, agricultural runoff water and recommending an innovative, creative, and appropriate treatment strategy. PACE provided engineering design, consulting, and pilot operations services to: utilize the otherwise unusable runoff as a source for potable water, utilize the brine in specially designed, enclosed solar ponds for energy generation or heat source for enhanced process efficiency, generate useable byproducts from the dissolved minerals present in the feed source, and reduce the exposure to selenium and arsenic to waterfowl and other aquatic species. Item. 12. - 41 HB - 34- 11.4 MGD Ocean Desalination Intake System— Puerto Petiasco, Mexico A new ocean desalination facility including a seafloor subsurface intake system was studied and preliminarily designed for the 100,000 population City of Puerto Penasco, Mexico. Mr. Reid was the design engineer for the intake system, consisting of an intake crib and Ranney well configuration, pump station, and treatment facility, and produced 30% design drawings and details used in the study. Mr. Reid also provided cost estimates and performance based specifications for the water quality and equipment. Santa Paula Water Recycling Facility—Santa Paula, C Mr. Reid served as the Construction Engineer for the new Santa Paula WRF. The previous treatment plant has reached the end of its service life and was non-compliant with current regulatory requirements. PACE was contracted to provide design for the new WRF, which was designed as a Membrane Bio Reactor(MBR)with an initial capacity of 3.4 MGD and readily expandable to 4.2 MGD to meet wastewater flow projections for the year 2025. The Santa Paula WRF is the largest Koch MBR facility in the United States and is the first DBOF municipal WRF in California. Mountain House Water Reclamation Facility—Mountain House, C Mr. Reid was on site as the Construction Engineer for the award winning wastewater treatment plant completed in 2005. PACE provided design services for this 3.0 MGD facility expansion capable of meeting strict Title 22 effluent requirements for unrestricted reuse. The new facility utilizes a two-tank SBR process for biological oxidation of organics and secondary clarification. The Mountain House WRF is among the first facilities in the United States to utilize a UV Disinfection System certified under NWRI to meet California Title 22 requirements. o erton WWTP Phase III Expansion—Somerton,AZ Mr. Reid is the project engineer for the City of Somerton's wastewater treatment facility expansion from 0.8 MGD to 1.6 MGD. The existing plant is a 0.8 MGD biological aeration process plant using SBR technology. PACE value engineered the original plan which called for 0.4 MGD expansion at a $6.2 million budget. PACE modified the original plan to utilize the 4-stage Continuous Flow Biological Nutrient Removal (BNR) Process and will be designed to have a flow capacity of 1.8 MGD when completed for the same budget, producing the following benefits: an additional 1.0 MGD of capacity instead of 0.4 MGD, creating 1.0 MGD at under $7/gallon versus the original 0.4 MGD at over $15/gallon, and reduced land use by conversion of the facility's process and using existing tankage instead of duplicating and constructing four new SBR tanks. Whetstone Ranch Water Reclamation Facility—Tucson,AZ Whetstone Ranch Water Reclamation Facility is a 250,000 GPD average WRF with standard Sequencing Batch Reactor (SBR) design and tertiary filtration. An important objective of this project was for the effluent to meet Arizona Title 18 class A+ reclaimed water standards. In addition, this project was quick-paced, conducted on a tight schedule, and exemplified the ability to effectively work with ADEQ. Mr. Reid's responsibilities entailed, but were not limited to, all mechanical and process design and permitting. San Jose Wastewater Treatment Plant--Bisbee, AZ Mr. Reid served as the project engineer, and provided a Value Engineering review and eventually the design of a new treatment facility for the City of Bisbee, AZ. The 1.2 MGD wastewater treatment facility, originally designed by another consulting engineering firm to replace three existing, out-dated wastewater treatment plants, was publically bid in 2005 at a $13.5 million cost that exceeded the $9.5 million grant funding secured for the project. PACE provided Value Engineering alternatives which led to the redesign of the facility from an MLE continuous flow plant to a Sequencing Batch Reactor (SBR) process. Additional VE services netted a total savings of $2.4 million, including PACE's redesign fees, while maintaining the original project schedule. More importantly, the design provided a system which is less costly to operate and maintain and can be easily reconfigured to achieve future effluent requirements with little or no major construction. The demonstrated "Value" provided by Mr. Reid's work was instrumental in securing additional grant funding, allowing the project to move forward to completion. undance Water Reclamation Facility—Buckeye, AZ Mr. Reid was project engineer for the design and permitting services under a design/build contract with PERC Water for a WRF for the Sundance residential master-planned community. The facility was constructed in two phases. Phase 1, with a 1.2 MGD capacity provided advanced biological treatment and producing Class A+ effluent for reuse and remained in service during the construction of the Phase 2 expansion. Phase 2 expanded the capacity to 3.4 MGD. A design highlight included the reduction of traditional SBR sludge output by 50 percent. HB - 35- Item 12. - 42 NICK,JUERGEN T. s PE . ^. 1'4 V 10N Juergen Nick has electrical engineering experience spanning back to 1986. His MS/Electrical Engineering areas of expertise include oxidation processes, controls and process automation, Dip/. El. Ing HTL/FH power electronics and power generation. He has over 20 years of engineering and University of Zuerich in Winterthur plant start up experience of Ozone, UV, Hydrogen and Power plants as well as Switzeriand/1986 overall Project Management and Project Responsibilities for Water Reclamation Facilities. Accomplishments include Project Manager for Global Water Awards Graduate Studies in Economics recognized "Mountain House WWRF as well as worldwide start up of Ozone plants and Marketing(WI-Sm for the pulp/ paper and water/ wastewater industries, such as the Los Angeles University of St'Gallen Department of Water and Power 600 MGD Ozone plant. Mr. Nick is responsible for Switzerland 1991 the electrical design and process instrumentation for numerous large water related ,, � � � facilities. Mr. Nick has been instrumental in the design and development of UV and 17 years of experience/n Ozone product lines and has pending patents for UV related applications and Automation, Oxidation, and Membrane Bioreactor(MBR)designs. Electrical Engineering R . .F D E:. ERik,INS,.:. San Diego County Public Water System GAC Filtration Upgrade — San Diego County, CA Professional Engineer/CA 19428 Mr. Nick provided the engineering oversight of electrical design for the granular activated carbon (GAC) filtration system to remove organic precursors from the l ,d.s1 water and reduce trihalomethane formation. The GAC filter system was designed American Society of Electrical and installed within three months to meet EPA compliance deadlines. The GAC Engineers(ASEE) system capacity is 300 gpm using two pressure vessels 84" in diameter and 96" high. PACE provided design services, construction management, and installation of American Water Works an automated controls system. Association ante Ana Country Club Pretreatment GAC Filtration System—Santa Ana, C (AWWA) As the electrical engineer, Mr. Nick oversaw the electrical design for this reverse U I'N osmosis treatment system to provide a custom water source for irrigating the golf 2010 Southern California Edison course greens at the Santa Ana Country Club. Mr. Nick provided design of the Energy Efficiency Conference, electrical and control systems. In 2013 PACE is installing phase 11 of the system Tulare, CA including a GAC pre-filtration system, part of the original design, which assists with reducing organic fouling of the desalination system. Dateland T AC Pretreatment Plant Upgrade— Dateland, AZ Mr. Nick provided electrical engineering oversight for this water treatment plant upgrade. PACE is providing Dateland Public Service Co. with selection of inland- desalination alternatives, engineering design, environmental permitting, and grant funding application services to improve and expand their existing groundwater Reverse Osmosis (RO)treatment system. The groundwater in the Dateland basin contains several trace contaminants including arsenic and fluoride, has irrigation inhibitors boron, chloride, and sodium, and overall contains high levels of TDS. The contaminants must be removed to comply with primary and secondary drinking water standards. This project scope includes alternative analysis, funding through USDA-RD and WIFA, performance specifications, final design, permitting, bid services and construction services. Santa Paula Water Recycling Facility_Santa Paula, C Mr. Nick provided the engineering oversight and responsibility for overall electrical design, plant control and system integration of this 4.5 MGD facility. He designed the Facility Power Distribution, Emergency Generator Power Distribution, Entrance Service Section and Motor Control Center (MCC) layout, Conduction Short Circuit Analysis, Load Calculations, Energy Efficiency Studies, Harmonic Analysis and Conductor Sizing. Design and Layout of PLC - Control Panels, drawing of Facility Loop Diagrams and Control Network Design. Generating of Control Description for Facility Programming. Selection and Procurement of Control Instrumentation, Electrical Switch Gear and Process Equipment. Mr. Nick was instrumental in achieving energy credit rebates of $500K from Edison for numerous energy efficiency elements. Item 12. - 43 HB -33 - NICK,JUERGEN T. MS, PE Los Angeles Country Club Sulfide Removal Project—Los Angeles,CA As the Electrical Engineer, Mr. Nick oversaw the controls and instrumentation design for an ozonation water treatment system for the Los Angeles Country Club (LACC). LACC was plagued with three main issues with their irrigation water supply, 1) odorous and corrosive hydrogen sulfide in the groundwater supply causing unpleasant odors around the golf course and damaging the irrigation storage tank and distribution system, 2)poor turf conditions and high maintenance due to water quality, and 3) borderline brackish groundwater quality with high levels of bicarbonate and moderate levels of sodium and chloride. Following the evaluation of several alternatives to addressing these issues recommendations were made based on the alternatives that were easiest to operate and maintain and most cost effective. These solutions include a 130 lb/day ozonation system for oxidizing the excess sulfide, installation of a third groundwater well, rehabilitation of the existing 800,000 gallon water storage tank, and chemical injections into the turf to reduce excessive bicarbonate alkalinity. The ozonation system designed by PACE includes new piping, instruments, ozone generation skid, injection skid and pump from tank, liquid oxygen storage and controls. Midland Refineries Four Everflit Filtration Skids—Iraq Mr. Nick provided the complete electrical design for four sets of filtration plants for the Midland Oil Refineries process water recycling systems. The system ranges in size from 150 m3/hr to 800 m3/hr. The filtration systems included pumping units, fabricated skid filtration systems including vessels, valves, media, etc., coagulant addition, instrumentation sensors and equipment, and a control building for all electrical and controls equipment and laboratory. Los Angeles Department of Water Ozone Plant—Los Angeles, C Mr. Nick provided electrical engineering for the LA Department of Water Ozone Plant. The system is fed by LOX produced by the onsite cryogenic oxygen facility. Asheville Water Treatment Plant—Asheville, NC Mr. Nick was in charge of incorporating the CF6 Standard Ozone Product in the overall Facility design, programming of the Ozone Control and SCADA system as well as start up of the complete ozone process for this 6 MGD drinking water treatment facility fed by LOX. Mountain House Water Reclamation Facility—Tracy,CA Mr. Nick was the onsite field manager for installation of the controls and automation for this 3.0 MGD water reclamation facility which was awarded the 2006 Global Water Award. Part Valley Water Reclamation Facility— Litchfield Park, AZ El Mirage Water Reclamation Facility Phase III—El Mirage, A arona Water Reclamation Facility—Lakeside, CA Mr. Nick was responsible for the electrical design, controls installation, production, and start up of the LIV systems and pumping stations at these three facilities. un ance 3.6 MGD Wastewater Reclamation Facility—Buckeye, AZ Mr. Nick provided the engineering oversight and responsibility for overall electrical design, plant control, and system integration for this$20M expansion of this well-functioning Class A+ effluent wastewater reclamation facility recognized by the State of Arizona for Environmental Excellence in 2004. He designed the Facility Power Distribution, Emergency Generator Power Distribution, Entrance Service Section and Motor Control Center(MCC)layout, Conduction Short Circuit Analysis, Load Calculations, Energy Efficiency Studies, Harmonic Analysis and Conductor Sizing. Design and Layout of PLC- Control Panels, drawing of Facility Loop Diagrams and Control Network Design. PREVIOUS EXPERIENCE Electrical Design& Installation Services for Ozone Treatment of Groundwater 4 x 550 Ibs 03/day-Ann Arbor, MI 3 x 1050 Ibs 03/day-Tri-County, NJ 1 x 2950 Ibs 03/day- Los Angeles, CA 3 x 2300 Ibs 03/day-Milwaukee,WI 3 x 600 Ibs 03/day-Wilmington, NC 6 x 1030 Ibs 03/day-Arlington, TX 3 x 2100 Ibs 03/day- Raleigh, NC 2 x 1300 Ibs 03/day-Ft.Worth, TX#1 3 x 900 Ibs 03/day- Gwinnett Co., GA#1 3 x 1800 Ibs 03/day- Helix W.D., CA 3 x 2060 Ibs 03/day-Vancouver, BC 2 x 1100 Ibs 03/day-Windsor, ON 3 x 1000 Ibs 03/day- Henrico Co., VA H - 37- Item 12. - 44 AMIR-Ift, Ooftii;� ERNESTO N. CAMARENA PACE n, ' "ATOV 'Ernesto Camarena has automation experience spanning back to 1904. .His areas Associate Degree of expertise include controls and automation design for wells, pump stations, ITT Technical Institute storage reservoirs, water treatment, and wastewater treatment. Mr. Camarena's 1993 responsibilities include preparing epanng process and'instrumentation design, process flow schematics., conceptual design, exhibits including termination diagrams, and QA/ ks C J E QC for the electrical power and controls design. Mr. Camarena is a valuable and 18+ Years unique designer and startup expert of new water infrastructure due to his extensive Joined PACE in 2005, background in hands-on implementation. of projects including panel building, programming, troubleshooting, and installation in the field during construction and ":'S operations. Because of his experience in performing water and wastewater related TESCO New Plant and SCADA controls designs and installations, Mr. Camarena also is well versed on. water Security Regulations, Call Modem transport and treatment processes, which enable him to provide complete and Telemetry via 4G, High Voltage accurate process and instrumentation diagrams. Safety Codes ,2010 P E E San Diego County Public Water System GAC Filtration Upgrade -San Diego Sage Clear SCADA and County, CA SCADAPak Certification Mr. Camarena designed.the automated controls system for the granular activated Los Angeles, 2009 carbon (GAC) filtration system to remove organic precursors from the water and reduce trihalomethane formation. The GAC filter system was designed and installed within three months to meet EPA compliance deadlines. The GAC system ,capacity is .300 gpm using two pressure vessels 84" in diameter and 967 high. Mr. Camarena also designed, built, programmed and installed controlled panels or BTU's for 12 wells, three water storage tanks, and membrane softening systems. Instruments for all projects were selected, installed, and completed for operation including online monitoring. Mr. Camarena provided panel drawings, point-to-point diagrams, and telemetry communication diagrams.. Mr. Camarena also added a VFD to control speed of a new booster pumping system and integrated the VFD controls to the SCADA system for'monitoring and control. Talbert Lake East Garden Grove Wrote rsburg Channel Diversion Pump. Station-Huntington each, CA 'Mr. Camarena was the control and instrumentation specialist for the design of a stormwater pump station intended to divert 3-4 MGD of flows from the East Garden Grove Wintersburg Channel. The pump station will be sized for an ultimate capacity of 3,500 GPM (5.0 MGD) to accommodate anticipated future City projects. The diversion pump station will be constructed, owned, operated and maintained by the City of Huntington Beach. The wet.well will contain a pumping system equipped with four identical 1,000 gpm, 20 HP, solids-haridling, submersible pumps. Two interlocking variable frequency drives(VFDs)will be incorporated into the system to minimize starts and stops over a wide range of flowrates. Santa Ana Country Club Pretreatment GAC Filtration System-Santa Ana, CA As.the Controls and P&ID Specialist, Mr. Camarena designed the controls for this reverse osmosis treatment system to provide a custom water source for irrigating the golf course greens at the Santa Ana Country Club. PACE developed the treatment process, utilized performance-based specifications (a highly effective process for reducing costs and guaranteeing performance of equipment), engineering design of civil, mechanicali electrical and control systems and treated water storage systems and cost estimating-. ln:2013, PACE is installing phase 11 of the system including a GAC pre-filtration system, part of the original design, which assists with reducing organic-fouling of the desalination system. Los Angeles Country.Club Sulfide Removal'Project-Los Angeles,CA Mr. Camarena was the Controls and P&ID Specialist, led the control design for the ozonation system including new instruments, ozone generation skid,-injection skid and pump from tank, liquid oxygen storage and controls. The 130 lb/day ozonation system for oxidizing the excess sulfide, and also included the installation of a third groundwater well, rehabilitation of the existing 800,000 gallon water storage tank, and chemical injections into the turf to reduce excessive bicarbonate alkalinity. Item 12. - 45 HB -33,87" Dateland WTP G C Pretreatment Plant Upgrade— Dateland, AZ Mr. Camarena provided instrumentation and controls design for the GAC pretreatment plant upgrades. PACE is providing Dateland Public Service Co. with selection of inland-desalination alternatives, engineering design, environmental permitting, and grant funding application services to improve and expand their existing groundwater Reverse Osmosis (RO)treatment system. The groundwater in the Dateland basin contains several trace contaminants including arsenic and fluoride, has irrigation inhibitors boron, chloride, and sodium, and overall contains high levels of TDS. The contaminants must be removed to comply with primary and secondary drinking water standards. Midland Refineries Four Everfilt Filtration Skids— Iraq Mr. Camarena provided control and instrumentation design for the construction plans, specifications, and cost estimates for four sets of filtration plants for the Midland Oil Refineries process water recycling systems. The system ranges in size from 150 m3/hr to 800 m3/hr. The filtration systems included pumping units, fabricated skid filtration systems including vessels, valves, media, etc., coagulant addition, instrumentation sensors and equipment, and a control building for all electrical and controls equipment and laboratory. Oso Creek Nuisance Water Pump Station and Treatment- Mission Viejo, C Mr. Camarena successfully designed the electrical and mechanical for the replacement system to increase the quantity and efficiency of reclaiming both dry-weather and stormwater flows by enhancing the diversion and pumping system located within the highly-visible Mission Viejo Country Club. Currently the two existing pumps supply approximately 2,000 gpm each at approximately 100 feet of total dynamic head. The Santa Margarita Water District had multiple project challenges to achieve their goals including decreasing effort and frequency of sediment removal, reducing pump bearing wear, enhancing aesthetics on the 14 hole, and increasing reliability, flexibility, and efficiency in general while maintaining the construction budget dictated partially by EPA Grant funding. ossdale Landing Seaver Lift Station—Lathrop, C As the Controls and Instrumentation Specialist, Mr. Camarena provided design services including electrical and instrumentation engineering for the four-pump 2.4 MGD peak capacity sewer pump station for the City of Lathrop. The station site constraints were challenging in that the station was constructed in the middle of the development directly. adjoining three residential properties. Additionally, high groundwater(less than 3 feet below the ground surface) required a creative structural solution to maintain the tight project budget. Through up-front value-added engineering, PACE was able to deliver a first-class pump station which is aesthetically pleasing with a"good neighbor," no-odor profile. The station consists of a 32-foot deep wet well, four identical VFD controlled pumps and an innovative water-regenerating activated carbon odor control unit. Pumps and controls are housed inside an architecturally designed masonry block building with perimeter block wall yards for the odor control and back-up generator. The controls consist of Modbus based PLCs and a 2.4 GHz Ethemet-based radio system which integrates with the city's master SCADA system. San Clemente WWTP Blosolids upgrade Project—San Clemente, CA PACE has provided equipment process selection and design services for the City of San Clemente to upgrade their existing biosolids dewatering systems and improve automation of the solids works facilities. Currently the facility does not have sufficient cake storage for periods of inclement weather and is therefore seeking a solution which will both improve digestion — reducing total solids, and dewatering performance — reducing volume. Mr. Camarena provided complete electrical and process and instrumentation diagrams for the existing treatment facility upgrade. Mr. Camarena is currently providing programming services to tie-in the new and existing solids handling equipment to, existing SCADA system. Adelanto Wastewater Treatment Plant Improvement Plan—Adelanto, C Mr. Camarena provided complete process and instrumentation diagrams for the WWTP receives an average flow of 1.8 MGD, of which only 0.5 MGD can be treated with the existing plant in its current state. PACE is providing engineering design and consulting services to construct new infrastructure and rehabilitate existing systems to not only regain the original plant capacity, but to increase the rated capacity to 4.0 MGD. New infrastructure includes new screening and washing systems in the headworks, all new aeration and blower equipment in the existing secondary basins, two new 70' diameter circular clarifiers, an RASMAS pump station and new internal recycle pumping on the biological process. Modifications will be made to the existing effluent filters and chlorine contact basin to produce full Title 22 compliant recycled water as well as improvements to the solids handling to reduce cake volumes and improve dewatering performance. Avalon Wastewater Treatment Plant RAS and WAS upgrade—Avalon,CA Mr. Camarena was the lead electrical and mechanical CAD designer and programmer for the facility renovation project which included a completely new computer controlled pumping systems. Designed, built and programmed by Mr. Camarena, the control systems consist of two flow meters which feed flow rate signals to two independent PID process controllers. The PID controllers send speed signals to each of the VFDs to maintain the operator flow set points. HB - 3 - Item 12. - 46 PACE Thomas (Tom) Gutierrez has over 18 years of experience in design and A.A./Applied Science; Computer preparation of mechanical plans, sections and details for engineered construction Aided Drafting Technology documents within water / wastewater industry. He has in depth knowledge. of ITT Technical Institute, 1994 pumping systems layout, mechanical assemblies, fittings, valuing, pipe materials and ratings, site grading, drainage and utility plan/profile design (pressure and `'. O ° I gravity systems). Mr. Gutierrez also has in depth experience with design of Joined Pack in 2001 mechanical 3D models of pump stations and treatment plants for construction With others over 7years drawings. His 3D design and modeling experience includes design and draft BIM ready civil 3D pipe networks, surface. models; grading and basic corridors for earthwork calculations and cross sections, process piping for complete plant layouts, and mechanical process equipment (i.e. blowers, pumps, etc.,). Mr. Gutierrez is an advanced user of Autodesk AutoCAD 2011, Civil 3D 2011, and MEP 2011. For the last five years he has also had the responsibility of directing CAD staff and engineers to ensure project documents are accurate, professional and meet project goals. He is responsible for communicating, with engineers and production staff to ensure all needs are met, this includes support, training and solving critical task obstacles: .. _.R I : Talbert Lake East Garden Grove Wintersburg Channel Diversion Pump Station Project—Huntington Beach,CA Mr. Gutierrez was the Production Manager for the AutoCAD Civil 3D design of a diversion structure and stormwater pump station intended to divert 3-4 MGD of flows from the East Garden Grove Wintersburg,Channel. The pump station is sized for an ultimate capacity of 3,500 GPM (5.0 MGD) to accommodate anticipated future City projects. The diversion pump station will be constructed, owned, operated and maintained by the City of Huntington Beach. The.wet well will contain a pumping system equipped with four identical 1,000 gpm, 20 HP, solids-handling, submersible pumps. Two interlocking variable frequency drives (VFDs) will be incorporated into the system to minimize starts and stops over a wide range of flowrates. ateland WTP GAC Pretreatment Plant Upgrade- Dateland, AZ Mr. Gutierrez was the Production Manager for a new multi-well groundwater treatment plant:_ The project consists` of two new VFD-driven wells controlled to operate at constant pressure into a pre-treatment system followed by a desalination RO system. Post treatment including disinfection and storage is also provided. The entire system is highly automated included pre-treatment backwash and regeneration, and the controls automation, provided by PACE. The plan set was developed.utilizing AutoDesk Civil 3D and AutoDesk MEP 3D. Mesa Consolidated Water District Pun ping Infrast cture—Costa Mesa CA. Mr. Gutierrez was the Production Manager for the upgrade of six northwest wells using AutoCAD Civil 3D. The wells have been improved with infrastructure to improve drinking water treatment and conveyance into the district's distribution system. The improvements included civil, mechanical, process, and electrical/controls upgrades. Santa Paula Water Recycling Facility—Santa Paula, CA Mr. Gutierrez served as CAD Production Manager for the design of the Santa Paula Water Recycling Facility(WRF). The existing wastewater treatment plant had reached "the end of its service life and was no longer in compliance with current regulatory requirements. The City has replaced the existing facility with a new WRF and percolation basin effluent disposal system. Mr. Gutierrez coordinated the CAD plan set of the civil, grading, mechanical, and utility plans for the duration of the. project. The Santa Paula WRF is designed as a Membrane Bio Reactor(MBR)with an initial capacity of 3.4 MGD and readily expandable to 4.2 MGD to meet wastewater flow projections for the year 2025. The Santa Paula WRF is the largest Koch MBR facility in the United States. It is also the first DBOF municipal WRF in California. Item 12. - 47 HB - - San Clemente Biosoli s Upgrade Project—San Clemente, C As the Production Manager, Mr. Gutierrez has recently provided AutoDesk MEP 3D drawings to the City of San Clemente. PACE is providing an equipment process selection and design services for the City to upgrade their existing biosolids dewatering systems and improve automation of the solids works facilities. Currently, the facility does not have sufficient cake storage for periods of inclement weather and is therefore seeking a solution which will both improve digestion — reducing total solids, and dewatering performance — reducing volume. PACE has used a Performance Based Specification process to assist the City in selection of the "right' equipment for the project while reducing the capital cost of this equipment by almost 40% over vendor provided budget estimates. In addition to locking in capital costs, the City also has a guarantee on performance of the system which will reduce total sludge volume by45%. Agricultural Drainwater Recovery Project—Tulare, CA Mr. Gutierrez has been the Production Manager for the study of a high-recovery brackish water desalination project for agricultural drain water. PACE's goal is to optimize the operation of a 2 GPM pilot-scale treatment plant. Mr. Gutierrez is currently providing the design for the Stage II pilot facility with a design flow rate of 50 GPM, utilizing AutoDesk MEP 3D. National Disaster Search Dog Foundation National Training Center Potable Water System—Ventura County, CA Mr. Gutierrez is the CAD Production Manager for the potable water system design at the National Disaster Search Dogs Training Facility located in a rural area in Ventura County. The remote location necessitated the use of onsite well water with poor water quality. Together with Trussell Technologies, PACE designed the potable water treatment system which includes a reverse osmosis treatment system, 100,000 gallon bolted steel potable water storage tank, and brine evaporation beds for disposal of brine waste. Instrumentation and controls systems were designed by PACE. The controls system involves communication between multiple sites utilizing remote radio communication and a master telemetry unit. The completed control system simplifies day to day operation of the water system by monitoring water levels, automatically turning pumps on and off, and making system adjustments to keep water flowing reliably. It also provides historical data management and automatic remote alarm dialing. Mountain House 3.7 MG Storage Tank and Booster Station—Tracy,C Mr. Gutierrez coordinated the design and production for two sets of water storage tanks and booster pump stations. Designed total site grading and drainage, yard piping including storm runoff and tank sub drains, and coordination with engineering consultants. Mountain House Water Reclamation Facility—Tracy,CA Mr. Gutierrez was Production Manager for the 3.0 MGD WRF expansion of an existing 0.45 MGD WRF. Other responsibilities included yard piping design, grading and drainage design, layout of mechanical equipment and process piping in accordance with all applicable MHCSD and AWWA standards. Due to the existing plant being an oxidation ditch facility and the new facility designed by PACE being an SBR treatment technology, substantial coordination and utility research was involved to effectively implement water flows. Grizzly Ranch Water Reclamation Facility— Portola, CA Mr. Gutierrez facilitated the production of all of the CAD drawings for the Grizzly Ranch WRF design. The WRF treats and reclaims wastewater flows from a proposed residential and commercial development in Plumas County, CA. Phase I of the WRF was designed to reclaim 40,000 gallons per day(GPD) Maximum Month Daily flow(MMDF). This is the average day flow during a time with 100% occupancy within the development. The wastewater flow projection was based on information provided by Destination Development Corporation. The facility was designed to accommodate peaking factors of 2X MMDF and 3X MMDF for peak day and peak hour flow, respectively. The wastewater produced is anticipated to be domestic in nature with influent [BOD] and [fSS] averaging 300 mg/L and total nitrogen averaging 40 mg/L. The anticipated use of the reclaimed water is a proposed 171 acre golf course. Winter flows will be directed to Grizzly Creek under a pending National Pollutant Discharge Elimination System Permit(NPDES). National Disaster Search Dog Foundation National Training Center Potable Water System—Ventura County, CA Mr. Gutierrez is the CAD Production Manager for the potable water system design at the National Disaster Search Dogs Training Facility located in a rural area in Ventura County. The remote location necessitated the use of onsite well water with poor water quality. Together with Trussell Technologies, PACE designed the potable water treatment system which includes a reverse osmosis treatment system, 100,000 gallon bolted steel potable water storage tank, and brine evaporation beds for disposal of brine waste. Instrumentation and controls systems were designed by PACE. The controls system involves communication between multiple sites utilizing remote radio communication and a master telemetry unit. The completed control system simplifies day to day operation of the water system by monitoring water levels, automatically turning pumps on and off, and making system adjustments to keep water flowing reliably. It also provides historical data management and automatic remote alarm dialing. H -34 Item 12. - 48 + E Dr. Keisuke Ikehata is a technical expert on water quality and water treatment BEng./Applied Chemistry technologies having successfully performed a number of research projects on Doshisha University/1996 advanced water and wastewater treatment over the past six years. Much of his previous research has focused on the ozonation and advanced oxidation of M.Eng./Civil Engineering emerging organic contaminants in water, including pharmaceuticals, surfactants, McGill University/1999 endocrine disruptors, pesticides, and algal toxins. He has also been involved in various industrial wastewater treatment and reuse projects in Alberta,, Canada. He Ph.D./Civil& has published 39 journal papers, three edited conference proceedings, and four Environmental Engineering book chapters, and presented or co-authored over 20 technical.papers at regional University of Alberta/2003 and international conferences. Dr. Ikehata has also served as a core member of the technical program committees of the International Ozone Association Pan- S American Group Annual Conferences and World Congresses over the past seven Professional Engineer years. He also organized and chaired several technical sessions and workshops Arizona/54466 during multiple international conferences in the US, Canada and Japan in the past. Professional Engineer Dr. Ikehata is dedicated to achieving excellence in water quality engineering for (Environmental) sustainable water resource management, including water reuse and desalination. Alberta, Canada/87949 XELATa . ` Huntington . each Well 9 Sampling and Sulfide Evaluation — Huntington E each, CA American Water Works Dr. Ikehata served as the water quality analyst for testing services at Wells 3, 6, Association (AWWA) and 9. Testing tasks included pH, temperature; ORP, DO, TDS, dissolved sulfide, alkalinity, color, iron, manganese from three well sites on two different occasions. American Chemical Society(ACS) Dr. Ikehata performed chlorine demand analysis to see how much chlorine is used up by sulfide and other constituents in the water column. He also performed gas- Chemical Society of Japan phase sulfide monitoring. The results were. described in a comprehensive report and presented to the City. Intemational Ozone Association Talbert Lake Diversion Project—Huntington Beach, C (IOA) Dr. Ikehata served as the technical specialist in the planning and design for a diversion system and stormwater treatment system that will treat at least 4 MGD of WateReuse Association stormwater that would otherwise flow directly into Huntington Harbor and further impair the water body. Dr. Ikehata aided in the development of a wetland treatment Wafer Environment concept that entails 20 acres of wetland plants and lake within Central Park, a Federation(WEF) signature feature of Huntington Beach.While meeting the City's goal of treating the stormwater, the project will also restore one of Central Paris's key features, the seven acre lake that. has been dried up for the last 15 years. Talbert Lake will become the focal point and recreational centerpiece for active and passive recreation; including a beautiful water feature at the existing amphitheater. LAC arina del Rey Sulfide Removal Design—Marina del Rey,C Dr. Ikehata designed the study to determine the source of hydrogen sulfide (112S) odor at the Los Angeles County. Department of Public Works owned Marina del Rey Sewer Lift Station and made recommendations to remove the odorous conditions. Project tasks include collecting and analyzing wastewater and air samples, 3) installing new flow-meters and evaluate pump station flows for mass determination, 4) developing alternative solutions for reducing and eliminating hydrogen sulfide formation, 5) performing engineering calculations, 6) setting up and performing onsite bench scale testing of alternatives, 7) providing concept level economic evaluation of benefits versus costs of the alternatives proposed, 8) providing pros and cons for each alternative, and 9) recommending preferred alternative for pilot scale operation. To date the study has determined several different factors affecting odor emissions including pH, seawater infiltration, temperature, dissolved oxygen, liquid-phase sulfide concentrations and flow rate. Several potential mitigation approaches have been identified and are currently being considered and piloted. Item 12. - 49 H. - - KEISUKE PE 9 S Los Angeles Country Clam Sulfide Removal Project—Los Angeles,CA Dr. Ikehata led the study to determine the best approach to improving irrigation water quality for the Los Angeles Country Club (LACC) which led to the design-build of an ozonation water treatment system. LACC was plagued with three main issues with their irrigation water supply, 1) odorous and corrosive hydrogen sulfide in the groundwater supply causing unpleasant odors around the golf course and damaging the irrigation storage tank and distribution system, 2) poor turf conditions and high maintenance due to water quality, and 3) borderline brackish groundwater quality with high levels of bicarbonate and moderate levels of sodium and chloride. Following the evaluation of several alternatives to addressing these issues recommendations were made based on the alternatives that were easiest to operate and maintain and most cost effective. These solutions include a 130 lb/day ozonation system for oxidizing the excess sulfide, installation of a third groundwater well, rehabilitation of the existing 800,000 gallon water storage tank, and chemical injections into the turf to reduce excessive bicarbonate alkalinity. The ozonation system designed by PACE includes new piping, instruments, ozone generation skid, injection skid and pump from tank, liquid oxygen storage and controls. Santa Ana Country Club Pretreatment GAC Filtration System—Santa Ana, CA Dr. Ikehata provided water quality analysis during the design of this reverse osmosis treatment system to provide a custom water source for irrigating the golf course greens at the Santa Ana Country Club. PACE provided the treatment process development, performance-based specifications (a highly effective process for reducing costs and guaranteeing performance of equipment), engineering design of civil, mechanical, electrical and control systems and treated water storage systems and cost estimating. In 2013 PACE is installing phase II of the system including a GAC pre-filtration system, part of the original design,which assists with reducing organic fouling of the desalination system. Walnut Canyon Reservoir—Anaheim, CA Dr. Ikehata served as the technical specialist for this study which ultimately recommended changes to operation of their large 1 billion gallon raw water reservoir, which were successful in drastically reducing taste and odor problems, sulfide, and manganese formation. Dr. Ikehata assisted in the creation of water quality models, design of oxygenation experiments, performing bench scale work, assisted operators with treatment plant setpoints, and created databases useful in identifying reservoir water quality characteristics and improvements. Canyon Lake Drinking Water Reservoir Oxygenation Design—Riverside,C Dr. Ikehata served as the technical specialist for the field testing, modeling, and design of a new deep water oxygenation system for this large 400 acre drinking water reservoir. Upper Oso Reservoir Recycled Water Sulfide Treatment System—South Orange County, C Dr. Ikehata served as the technical specialist for the improvements to reduce the odorous hydrogen sulfide emissions caused by high nutrient loads demanding high oxygen content.With a unique specialization of lake systems in conjunction with an advanced understanding of nutrient loading, limnology, biological and mechanical processes, and specialization in wastewater treatment and recycled water storage and distribution, Dr. Ikehata contributed to the diagnosis of the magnitude of the odor and implemented a solution in less than two weeks. To prevent future outbreaks of hydrogen sulfide gas releases, Dr. Ikehata continued to monitor, test and model the reservoir to determine the future water quality management plan. Agricultural Drain water Recovery Project—Tulare, CA Dr. Ikehata has been involved in the study of a high-recovery brackish water desalination project for agricultural drain water since December of 2009. His major role as a R&D scientist and project engineer is to optimize operation of a 2 GPM pilot-scale treatment plant. He is also responsible for the start-up and operation of the water quality analysis laboratory at PACE, in which samples collected from the pilot plant are being analyzed for >20 different water quality parameters in-house, and is supervising a laboratory technician in the water quality laboratory. Dr. Ikehata is currently assisting with designs for the Stage II pilot facility with a design flow rate of 50 GPM. Tulare Lake Drainage District North Wildlife Habitats Selenium Monitoring Project—Corcoran, CA PACE has conducted a four-week comprehensive water quality monitoring study for the Tulare Lake Drainage District (TLDD) to investigate the mechanisms of selenium removal within the facility and evaluate the feasibility of the use of wetlands and evaporation ponds for selenium reduction. In total >150 samples were collected over the four-week period and an extensive database was created. Dr. Ikehata directed an on-site analytical laboratory, coordinated sample collection programs, carried out advanced selenium analyses, and performed data analysis. He was also responsible for preparing the final technical report. Harmony Lake Drinking Water Reservoir Design—Alberta, Calgary,Canada Dr. Ikehata served as project manager for the design of a new 123 acre rainwater harvesting, recreational lake, and drinking water reservoir. Dr. Ikehata coordinated all aspects of the design of this reservoir including intakes/discharges, deep water ozonation and oxygenation system, shallow water recirculation and aeration system, wetlands, and other aesthetic features. As part of the design development Dr. Ikehata contributed to the creative development, modeling, process design calculations, and construction document preparation. H -343- Item 12. - 50 ff=19 Christopher T. Mansour, PE Senior Project Engineer BIOGRAPHIES Education Christopher Mansour has over 25 years of experience in engineering and BS/1995/Civil.Engineering/California construction. His engineering experience includes both civil and:structural State University;Fullerton design.as well as coordination with architectural design and other engineering disciplines such as mechanical and electrical. He is also experienced in the Registrations preparation of complex cost estimates for public works projects. He routinely provides civil engineering for the design of potable and non-potable water Professional Engineer,Civil supply systems for waterfront facilities. His experience includes the 1498/California/No.C58566 development of water supply demand needs,design of domestic water supply 2004/Texas/No,94329 from street located city water lines through back flow preventers and double 2004/Washington/No.41207 check valves to docks systems,as well as design of fire water lines to meet and/or exceed specific city and county fire department requirements. He hasProfessional Affiliations also designed potable and non-potable water supply and other utility systems for U.S.Navy waterfront facilities in San Diego,California;and projects in American Society of Civil Engineers Redwood City,Eureka,Oakland,San.Diego,Long Beach/Los Angeles Harbor,Newport Beach,Huntington Beach,Oxnard,Ventura and Marina del EMPLOYMENT HISTORY Rey,California,and Baja,Mexico. Total years of industry experience:25 Water Wells Nos. 3A and 5, City of Huntington Beach, Public KPFF Consulting Engineers, Works Department, Huntington Beach, CA* Special Projects Division, Structural engineering and design for concrete masonry unit buildings to 2012—present house municipal water well operations, Coordination for the installation of equipment with building siting and spacing requirements. Project involved • Project Engineer two separate sites with 1,200 SF buildings approximately20 feet high ' Project Manager were designed to serve as prototypes for all City water wells. Buildings were UR3,2006-2012(6 years) designed to house hazardous chemicals and equipment used in water • Project Manager extraction from underground reserve sources and the chlorination process. a Senior Project Engineer Design included incorporating a 200 SF removable steel roof with two lifting points to allow building access for maintenance purposes: Cash&Associates, 1995-2006(11 years) s Project Manager Naval Base Point Loma, Pure Water System, US Navy, San Diego, m ProJect Engineer CA Project Manager/Project Engineer for the reconfiguration of the pure water Publications system to supply pure water to the Navy piers 5000,5002 and 5003 for the. nuclear program at Point Loma. Project scope involved a design build "City of San Clemente Coastal Trail," contract under a US Navy MACC order for$1.68 million. The design scope ASCE Ports 2010 Conference, included design'and installation of approximately 00 neal_li cet Qf 2-inchJacksonville,FL diameter sta r l ss steel. ipingr, 77 nzanJ lb.'.Ids with-cam-lock co ne.`etionsfbr hoses to the boats, design and instai ation€afapproximately 3000 line€[feet of "Analysis,Design and Construction 2-inch diameter P�-'C return lines to a single point ofa--ischarge to the sanitary of the Supporting Structure and sewer system,design of catch basin and connection to the sanitary sewer Wharf Retrofit for a New.Shiploader system,pad mounted pumps,above grade piping and piping supports,pipe at the Port of Long Beach, California,"ASCE Ports 2004 Conference,Houston,TX' Item 12. - 51 HB - - ffM* expansion loops;rope guards for expansion loops and manifolds,pipe anchors and expansion supports,piping stress analysis,replacement of existing domestic water system hose with a connection to the municipal water system, concrete utility trench with traffic covers for pipe routing across piers,380 day design and construction schedule,field investigations,and construction support. Berthing analysis plan for berthing of Los Angeles,Virginia,Ohio,. and Seawolf class submarines at Piers 5000,5002 and 5003. Berthing analysis required coordination with the Dock Master and Portsmouth Naval Shipyard for the location of the pure water riser manifolds for direct access to the submarine hatches,minimizing the required hose lengths,and thereby' optimizing the manifold locations. Consideration was given to tandem (Rafting)berthing of up to two submarines such that all submarines will have access to proposed pure water discharge stations at the piers. Design also included the recommendation and evaluation of the design of sewer pumping system for discharge flushing of the pure water lines to internal pier sewer system. Pier S, Berth S102-S110 Marine Terminal Design &Construction, Port of Long Beach,CA* Project Engineer involved in civil design of backlands and terminal infrastructure for a new 160-acre container terminal on a previously undeveloped site with multiple constraints. Work included grading,paving, utilities(storm drains sanitary &fire r,vr.;),retaining wall concepts and design,multiple outfalls,and container yard layout including striping. esig inc ',uded 14,506ijfee-7 £12-inch iame-zer a ductile ," On ip-- and_ inch c-nd I&Inch ff. , .. connections to Long Reachi r Uh t o F .eCl.;sc p ,,Llev` valve bae. ¢fl wpre e+ier. Project responsibilities have also included field verification of existing conditions,cost estimating,coordination of project CAD standards for Port and design teams,and construction support. Infrastructure constructed to date involves backbone improvements that were designed to be flexible to accommodate future construction and expansion.Project is currently undergoing mandatory environmental review process. Subsequent work is anticipated to involve redesign to accommodate actual terminal tenant needs. Berths 30-33,Yard and Gate Redevelopment,TraPac Terminal, Port of Oakland * Assistant Project Manager/Lead Civil Engineer for a 20-acre expansion of the Berth 32 yard into a vacant terminal and redevelopment of the existing 45- acre TraPac Terminal. Overall project scope included new buildings and building relocations,new exit and entrance gates,terminal infrastructure improvements;and new or technology upgrades to add OCR and RPM capabilities. Civil work included raising the existing grade approximately 5- feet to a final grade similar to the adjacent Berths 30-31 to facilitate expansion. Responsibilities included field verification of existing utilities and overall site conditions;coordination with Portstaff,serving utilities,local fire HB - - Item 12. - 52 department,and subconsultant specialists;and development of plans for site grading,underground utilities and water service. Designfor water service included 5,925jeet of 1 O-Inch diameter C9.00 PVC,Iina3fior domestic and fire pro.',ec ion v,,,ater and corn,ecdom to the East Bay Municipal Water District (EBMLTD). Responsibilities also included multiple visits to the site for field investigation and construction observation. Fire Station No.24, Port of Long Beach, CA Project Civil Engineer for design of site improvements"for a new port-based City of Long Beach fire station. Facility is located within a heavily trafficked marine terminal setting and includes a 2,000 SF two-bay apparatus garage with;parking for 10 vehicles; specially designated hazmat vehicle/equipment parking; fenced site boundary,and other site amenities. Civil design included grading,paving,utilities,storm water handling systems,site ingress,and egress,and parking. L,71ill i,d(signin elude dl4Oft?etofl2-ir£char"aineter da,wn'lle iron lines to provide domestic ardfire protection water senaice and ;on .Beach Water Department connections, Site work includes grading, paving,utilities,ingress and egress,and parking. The station is located on an approximate 2-acre site and includes a 6,200 square foot two-bay apparatus garage;parking including specially designated hazmat vehicle/equipment parking;fenced site boundary;and other site amenities. Site improvement design included a return driveway that allows for drive-through apparatus bays and a curved front egress driveway to accommodate existing grades while providing a minimal slope.Other site work included grading,paving,utilities, and stormwater handling system. He also provided construction phase observation and support services. San Diego Pipeline Six, Metropolitan Water District of Southern California* Project Engineer for design of a temporary easement and restoration of temporary facilities to pre-construction condition. Project involved support services for construction.of a 67-mile, 120"diameter MWD water pipeline from Skinner Reservoir in Temocula.to San Diego. Engineering services involved extensive field survey to document pre-construction conditions, develop construction documents.for temporary detour roads(i.e.,grading, paving,.striping,signage,traffic control devices)and to restore pre- construction improvements(i.e.,pavement,curbs,sidewalks,driveways,, fencing,drainage devices,hydrants). Work performed under an on-call contract for A-E services. Desert Branch Fire Protection Upgrades; Metropolitan Water District of.Southem California Project Engineer for subconsultant civil and structural engineering tasks related to various fire protection improvements to remote MWD pumping.and residential staff facilities. Design work involved fire pumps,at four of the five sites,together with freestanding buildings to house pumps. New underground Item 12. - 53 HB -346- r np, Jv p r, firewater distribution piping was designed to feed fire hydrants and sprinkler systems in several buildings. Buildings with high flow requirements,as well as buildings with high content value were provided with automatic sprinkler systems and new fire alarm systems.All residential facilities,including staff dormitories and some single-family dwellings were also provided with fire sprinklers. Project sites included: • Gene Pump Station. Engineering to support fire protection upgrades to MWD remote pump station.Responsible for architectural design. of a pre-engineered metal building to enclose fire pump equipment; design of foundation for metal building,and development of project specifications for metal building,concrete and reinforcing steel. • Iron Mountain Pump Station.Engineering to support fire protection upgrades to MWD remote pump station.Responsible for architectural design of foundation for a new pre-engineered metal building to house fire pump equipment,development of project specifications for metal building,concrete and reinforcing steel,and design of pipe supports for new fire water lines. • Eagle Mountain Pump Station.Engineering to support fire protection upgrades to MWD remote pump station.Responsible for architectural design of foundation for a new pre-engineered metal. building to house fire pump equipment,development of project specifications for metal building,concrete and reinforcing steel,and design of pipe supports for new fire water lines, • Julian Pump Station;Metropolitan Water District of Southern California.Engineering to support fire protection,upgrades to MWD remote pump station.Responsible for architectural design of foundation for a new pre-engineered metal building to house fire pump equipment,development of project specifications for metal building,concrete and reinforcing steel,and design of pipe supports for new fire water lines. *=Work performed under another employer. H - Item 12. - 54 Hill called upon to help utilities effectively manage critical projects involving regulatory \ authorities and public health. Dr. Trussell has also for more than 40 years maintained an active practice in the corrosion of materials in water systems, having conducted more than a dozen pipe-loop tests. He is sought nation wide as a consultant on water problems having advised the Cities of San. Diego, Los R. Rhodes Trussell, Ph.D., P.E., Angeles, San Francisco,, Oakland (EBMUD), BCEE Concord (CCWD), Portland, OR; Tacoma and Seattle, WA, Boston, MA; New York; and. EDUCATION: Washington DC and many others. Recent Ph.D., Sanitary Engineering, University of projects include: Consulting with the Korean California, Berkeley Water Corporation on the design of M.S., Sanitary Engineering, University of ozonation and GAC facilities for their California, Berkeley Sungnam water treatment plant (207 mgd);. B.S., Civil Engineering, University of Advice on post treatment to the Monterey Califomia, Berkeley Regional Desalination Project; Development Graduate, Stanford Executive Program of water quality and treatment documents for the Woodland Davis Water Supply Project; REGISTRATION: Expert Testimony on contamination/corrosion Civil Engineer, State of California - No. of a liquid chlorine system at a major water 25107 treatment plant (Archer Western Contractors, Corrosion Engineer, State of California - No. Ltd. v The City of Austin); Review of the 745 design of a 30 ,mgd membrane filtration ozonation facility for the. Clark County CERTIFICATION: Reclamation District; Lead and Copper Board Certified Environmental Engineer, treatment for the Camp Pendleton Marine American Academy of Environmental Corps Base; Participation in,the DEC Review Engineers for USBR's proposed facilities for the San Luis Drain ($2.3 billion); Report on HONORS Compliance with the Lead and Copper Rule 1995 National Academy of Engineering for the San Francisco Public Utilities. 2001 AAMWA Boyd Award Department (300 mgd); evaluating Desalting 2005 AEESP/AAEE Pohland Medal for the City of Carlsbad, CA.; assisting the 2010 AWWA Black Award San Diego County Water Authority in a 2012 IWA's Global Water Award Design/Build/Operate effort for a 100 mgd 2013 NWRI's Clarke Prize membrane/ozonation/GAC plant; and reviewing the lead problem in Washington, SUMMARY: D.C. for USEPA Office of Water. Dr. Trussell Dr. Trussell is recognized, worldwide, as an is available to review and advise on any authority in methods and criteria for water complex water quality problem. He has quality and in the development of advanced special interest in reuse, desalting, processes for treating water and wastewater membrane filtration, disinfection and to achieve the highest standards. He is often corrosion. TRUSSELL TECHNOL`GIES,INC. I R.Rhodes Trussell,Ph.D.,P.E,BCEE Resume Item 12. - 55 HB - - process of nanofiltration membranes to Dr. Trussell served as Member and Chair of remove color, causing organics and is the Water Science and Technology Board for capable of producing up to 8.6 MGD of the National Academies from 1988 to 2007 treated. groundwater. The process train also and as a member of the EPA Science includes air stripping for degasification. Advisory Board from 1998 through 2005. He Since the MWRF has been in operation, the was also the Vice Chair of the NRC number of taste and odor complaints has Committees on Indicators of Pathogens and increased. The project focused on evaluating Drinking Water Contaminant Candidates. the cause of the complaints and identifying For the International Water Association, Dr. possible solutions. The project identified Trussell serves as a member of the Scientific sulfur species as the cause of the problem and Technical Council, and was also a and put forth a treatment solution that member of the Program Committees. for the involved application of sodium bisulfite to Convocations in Berlin 2001, Melbourne convert recalcitrant polysulfides to thiosulfate 2002, Marrakech 2004, Beijing '2006, and and free chlorine to convert thiosulfate to World Congress in Vienna, 2008. Dr. sulfate. The project also evaluated the Trussell is a. Board Certified Environmental removal of sulfur species in the existing air Engineer in the American Academy of stripping tower and found that hydrogen Environmental Engineers and is a member of sulfide and molecular sulfur species were the Academy's Committee for Certification by volatile and amenable to stripping while the. Eminence. Dr. Trussell served as the Chair polysulfides were not. Bench testing was. of the Research Advisory Committee and is conducted in a second phase of the project now a member of the Board of Directors for and showed the treatment solution was the WateReuse Foundation. He also serves effective. on the Board of Directors of the Water Environment Research Foundation. Dr. PACE Engi er , Inc. (for ). Trussell was elected to the National Title: Treatment for Corrosion Control Academy of Engineering in 1995, served as Year: 2012 a member of the Academy's Peer Committee Working as a sub for PACE, Trussell Tech for Civil Engineers for 2001-2003, served on developed a TM for SMWD for evaluation of the selection committee for the Academy's treatment technologies for corrosion control. treatment to resolve excessive capper "$1 million" Grainger Prize for 2006-2007, on concentrations in consumer plumbing exposed to the presently on the Academy's Membership groundwater serving Nichols Institute in SMWD's Committee (2006-2009) and on the service area. Treatment evaluated included air Membership Policy Committee (2010-2012). stripping, caustic addition and/or orthophosphate addition. Orthophosphate ended up being the PROJECT EXPERIENCE (Selected best choice based on previous experience at projects): nearby Camp Pendleton. Mesa Water District Role: Technical Director' Title: Taste & Odor Evaluation for Mesa Water District Goleta Water District/Dudek Year: 2013 Title: Process Design Study for the Corona Del The Mesa Water District has recently Mar Water Treatment Plant. completed construction and commissioning Year: 2012-2013 of the Mesa Water Reliability Facility Del Mar Water Treatment Plant is a 12 MGD annual design flow. (MWRF). The MWRF employs an innovative average flow, 24 MGD- conventional drinking water plant owned and. TRUSSELL TECHN-OLOGIES,INC, I R.Rhodes Trussell MD.,PE,BCEE:Resume - - Item 12. - 56 1 s operated by the Goleta Water District. Trussell Date:2007-2008 Technologies, in conjunction with Dudek, The City of San Juan Capistrano has retained the performed a process design study evaluating services of Trussell Technologies to provide performance of the filters, spent backwash water troubleshooting and resolution of its colored equalization basin,, and sludge drying beds. In water issues. Trussell Technologies, Inc. scope particular, filter core sampling, floc retention has entailed development of sampling plan. to analyses, and media sieve analyses were monitor the raw water quality, the water quality performed to evaluate filter performance and throughout the treatment plant as well as in the development of alternatives. In-house filter distribution system; performing data analysis and modeling, with calibration to the current plant pretreatment/treatment alternatives evaluation conditions and water quality was performed to including analysis of alternative oxidants and predict filter performance under the filtration technologies; performing colored water recommended plant operational changes. Ms. bench scale study and full-scale filter evaluation, Howe performed jar tests on spent backwash and providing recommendations to enhance water to evaluate the performance of alternative treatment process and distribution system polymers to improve settling characteristics of operations based upon the sampling results. solids in the spent backwash water. Role: Project Advisor Recommendations were made to minimize short- circuiting through the backwash basin, and to Hankuk Engineering Company improve settleability of the solids. Additionally, Title: Sungnm Water Treatment Plant Ms. Howe reviewed overall plant performance te: 206-2007 with respect to compliance with current and Hankuk Engineering Company (HEC) had been anticipated future CDPH regulations. retained by the KOWACO, the largest water Role: Project Engineer utility in So. Korea to upgrade KOWACO's largest water treatment plant. Trussell s Angeles Superior Court Technologies traveled to Korea to review the Title:Appraiser, LASC Case No. SC 315186 City project and provided advice on the design of of Santa Monica v. Baron & Budd P.C. et al. systems for ozonation and granular activated Date: 2005- 2007 carbon for removing the unusually high levels of Dr. Trussell was appointed by Superior Court 2-methyl iso borneol and geosmin in the raw Judge David Minning as the Appraiser in a suit water supply. between Santa Monica and a group of attorneys Role: Project Manager that had represented the City in an earlier suit. The Appraiser's assignment was to determine Hankuk Engineering Company the value of the Settlement in that earlier suit. Title: Seoul.Water Treatment Plant The Appraisal involved estimating the cost to Date: 2006 design, permit, build and operate a water Hankuk Engineering Company (HEC) had been treatment plant to remove methyl tertiary butyl retained by the City of Seoul, So. Korea to design ether and tertiary butyl alcohol from groundwater a new, large water treatment plant. Trussell until the groundwater was no longer Technologies provided advice to HEC regarding contaminated. The project involved the 10% the design of deep bed granular media filters. design of a $60M. UWH2O2 advanced oxidation Role: Project Manager facility followed by GAC adsorption. Dr. Trussell organized an extensive team of outside The North Holland Water Authority ( ) consultants to accomplish the effort. Amsterdam, Netherlands Role: The Appraiser Title: The PWN Hermskeerk WTP, Date: 1 -1995 City of San Juan Capistrano Dutch water utilities are facing increasingly strict Title: Testing, .Evaluation, and Recommendations standards for the drinking water. Meanwhile, the Relating to Colored Water quality of the River Rhine, their principle supply, TRUSSELL TECHNOLOGIES,INC. I R.Rhodes Trussell,Ph.D.,P.E,BCEE Resume Item 12. - 57 HB - - continues to decline due to municipal, industrial and agricultural discharges from countries The Contra Costa Water District - THMs: upstream, particular France and Germany. While the THM regulations were under PWN, a drinking water utility that serves a part of development, Dr. Trussell worked extensively Amsterdam, draws an increasing portion of its with the Contra Costa Water District to develop supply indirectly from the Rhine and faces alternatives to meet the new regulations. These increased mineralization, more organics, and studies, which included examination of more microbiological contaminants. Meanwhile chloramination, ozonation, enhanced new Dutch drinking water standards have been coagulation, GAC adsorption, and air stripping, established. Dr. Trussell served the technical were among the first to demonstrate the cost reviewer for a scoping study MW and its Dutch effectiveness of chloramination in controlling. partner, Witeeven + Bos, recently completed. THM formation. Working with the California Two basic alternatives were chosen for further Department of Health Services, an agreement study, conventional treatment followed by was reached to allow the District to use reverse osmosis, post ozonation, and GAC and chloramines for residual maintenance provided conventional treatment followed by ultrafiltration certain standards of treatment were met and that and reverse osmosis. As a result of that effort, a short time of disinfection with free chlorine was the MWlW+B team is now embarked on a also provided. This agreement served. as a predesign study for a 75 mgd plant that includes model that Cal. DHS followed with numerous choosing among these processes. Dr. Trussell other utilities throughout California and which assembled a unique team from MW's operations was eventually duplicated in nearly one third of in the U.S., Australia, Holland, and England to the water supplies in the nation. complete the project. Role: Technical Advisor La Habra - Air Stripper: MW was retained by the City of La Habra to examine the means for Sydney Water Corporation removing organic solvents from the water in a Title: Taste and OdourManagement: Project new well the City had recently developed. Pilot report studies demonstrated that air stripping would do Date: 2008 the job- and the first full-scale airstripper in So. In February 2003, a serious taste and odor California was designed and commissioned as a incident (MIB & Geosmin) occurred in the result. Dr. Trussell was Project Manager. Prospect Reservoir, the location of Sydney's largest water treatment plant. Using high rate Pembroke Pines,. FL - Air Stripping Study: direct filtration (10 gpm/sf) and The effluent from the Pembroke Pines WTP had chlorination/chloramination, the plant has only THM levels approaching 1.0 mg/L, 10 times the limited taste and odor removal capability, proposed EPA MCL. Pilot studies demonstrated particularly where MIB & geosmin are concerned. that air stripping could be effectively employed to Three years later in January 2006 Sydney remove these THM's after they were formed experienced another troublesome T&O incident without removing a chloramine residual. Studies in their Cascade System. Again MIB &_Geosmin also demonstrated that the remaining TOX was were implicated. In April of that same year, unaffected. Dr. Trussell was principle another serious T&O incident occurred in the investigator:. Prospect system, this one more widespread than the first. MWH-Australia was contracted by the Contra Costa INND - Air Stripping Study: MW Sydney Water Corporation to conduct a was retained by the Contra Costa Water District comprehensive review of taste and odor to conduct a pilot study of air stripping` as a management in the Sydney water catchments. means for removing THM's from. the treated Dr. Trussell was retained to do an independent water in the Bollman WTP. These were.the first peer review of the draft report. pilot studies that successfully demonstrated Role: Peer Reviewer effective removal of bromoform from drinking TRUSSELL TECHNOLOGIES,INC, I R.Rhodes Trussell,Ph-D.,P.E,BCEE Resume RB -351- Item 12. - 58 water via air stripping. Dr. Trussell was principle investigator. RELINED PUBLICATIONS 1. Trussell, R. R., "Ozone Analytical Needs," in Ozone: Analytical Aspects and Odor Control, ed. R. Rice and M. Browning, Ozone Press International, Jamesville, NY (1976) 2. Kavanaugh, M. C., and Trussell, R. R., "Design of Air Stripping Towers to Remove Volatile Contaminants from Drinking Water," JAA, V74(12):pp684-692, (December 1980). Erratum, JAWWA, V75(5), p 42., May 1981, (Etude des tours de stripping en vue d'eliminer les contaminants volatils de I'eau potable), Aqua, No. 6, June 1980, pp 118- 125. 3. Kavanaugh, M., and Trussell, R. R., "Air Stripping as a.Treatment Process," Proceedings of AWWA Symposium on Organic Contaminants in Groundwater, St. Louis, Missouri, Paper No. S2-6, pp83-106, May 1981. 4. Trussell, R., "Advanced Oxidation in Water Treatment", Proceedings of the Bilateral Water Quality/Supply Issues Conference Sponsored by ASCE and USES[USSR], Moscow, June 8-1.0, 1989. 5. Trussell, R.. R. and Najm, I., "Application of Advanced Oxidation Processes for the Destruction of Disinfection By-Product Precursors", in Formation and Control of Disinfection By-Products in Drinking Water, Editor P. Singer, American Water Works Association, Denver, CO, 1999, pp 285-303. 6. Crittenden, J.C.; K. Li, D. Minakata, P. Westerhoff, D. Hokansop, R. Trussell, ; H. Jeong. "Understanding and improving process performance of advanced oxidation processes (AOPs)." The Croucher Foundation Advanced Study Institute (AS[), June23-27,2008, Hong Kong, China. TRU&SELL TECHNOLOGIES,INC. I R.Rhodes Trussell,Ph.D.,,P.E.,BCEE Resume Item 12. - 59 - - ..�^<.: *,;,,,,,,,;, �:i ;,rr•,. ... ihr, s�az9..._... r a„;,:-:.• .:^ ;a :n aaa,..;; �ar::.....> �..,,,_. ;ax... .. :- _ ...,;, ` ..- . Compliance for the San Francisco Public Utilities Commission and Camp Pendleton; and Appraisal: Santa Monica v. Baron & Budd et al. Dr. Hokanson currently serves as Chair of the Research Committee for the CA-NV Section of the American Water Works Association.. PROJECT EXPERIENCE (Select projects):: David Hokanson, Ph.D., RE, BCEE Mesa Water District Title: Taste & Odor Evaluation for.Mesa Water District EDUCATION: Year: 213 Ph.D., Environmental Engineering, Michigan The Mesa Water District has recently Technological University completed construction and commissioning of M.S., Civil Engineering, Michigan Technological the Mesa. Water Reliability Facility (MWRF). University The MWRF employs an innovative process of B.S., Environmental Engineering, Michigan nanofiltration membranes to remove color, Technological University causing organics and is capable of producing up to 8.6 MGD of treated groundwater. The REGISTRATION: process train also includes air stripping for Civil Engineer, State of California—No. 70254 degasification. Since the MWRF has been in Professional Engineer, State of Michigan - No. operation, the number of taste and odor 6201052273 complaints has increased. The project focused on evaluating the cause of the complaints and CERTIFICATION: identifying possible solutions. The project Board Certified Environmental Engineer, identified sulfur species as the cause of the American Academy of Environmental problem. and put forth a treatment solution that Engineers —No. 09-10037. Specialties: 1. involved application of sodium bisulfite to Water Supply & Wastewater. 2. Environmental convert recalcitrant polysulfides to thiosuffate Sustainability. and free chlorine to convert thiosuffate to sulfate. The project also evaluated the removal SUMMARY: of sulfur species in the existing air stripping Dr. Hokanson is an expert on physical and tower and found that hydrogen sulfide and chemical processes applied to water treatment molecular sulfur species were volatile and with over 17 years of experience and more amenable to stripping while. the polysulfides than 50 publications. He has developed were not. Bench testing was conducted in. a engineering design tools for water treatment for second phase of the project and showed the the EPA & for wastewater reuse onboard the treatment solution was effective. International Space Station for NASA. Select City of San Juan Capistrano projects include sulfur removal from Title: Testing, Evaluation, and. groundwater for Mesa Water, groundwater Recommendations Relating is Colored Water desalination for the City of San Juan Date: 2007-2009 Capistrano and the City of Camarillo; seawater The City of San Juan Capistrano has retained desalination for Marina Coast Water District the services of Trussell Technologies to and the Municipality of Puerto Penasco, provide troubleshooting and resolution of its Mexico; Temporary Ocean Desalination colored water issues. Trussell Technologies, Demonstration Project and Red Tide for West Inc. scope has entailed development of Basin Municipal Water District, Corrosion sampling plan to monitor the raw water quality, Control Treatment for Lead and Copper Rule TRUSSELL'ITOWOLOGIES,INC i David R.Hokanson Ph.D.,RE,BCEE Resume HB - - Item 12. - 60 as,:.\,.� ; .... .,e.�. ..,,.::, ls,.st.n,_ :?,,,... :.. .. �Hma•z.._ .......M..:: ::m�,...., � ..:s_.,:.� %„. ��.-�i� .�,avis the water quality throughout the treatment plant groundwater was no longer contaminated.. as well as in the distribution system; performing Trussell 'Technologies, Inc. developed a 10 data analysis and pretreatment/treatment percent design for a $60m UV/H2O2 advanced alternatives evaluation including analysis. of oxidation facility using Trojan's UVPhox alternative oxidants and filtration technologies; advanced oxidation process. (AOP) equipment performing colored water 'bench scale study to meet the Settlement Agreement and full-scale filter evaluation; and providing requirements. Using this AOP facility design, recommendations to enhance treatment Trussell Technologies, Inc prepared an process and distribution system operations appraisal that included design, construction, based upon the sampling results. Dr. operation and maintenance. Dr. Hokanson Hokanson served as the Project Engineer and was responsible for the selection and sizing of guided development of the sampling plan and the UV/ H2O2 advanced oxidation process to. evaluation of alternative oxidants/filtration meet the treatment targets, design calculations treatment strategies among other tasks. for other processes (e.g., GAC adsorption, CO2 Role: Project Engineer stripper) in the treatment train, and cost. estimate calculations for 7,680 scenarios to. Hankuk Engineering Consultants ( C), represent possible outcomes in an uncertain DOHWA Consulting Engineers, and KUNHWA future including various capital cost and; Engineering Company operating and maintenance cost scenarios: Title: Advanced Treatment Processes to Be Role: Project Engineer Implemented to Control Taste and Odor at the Sungnam WTP in the Republic of Korea Office of Naval Research, Cariada Date: 2006-2007 Title: Development of a Test Protocol for Trussell 'Technologies, Inc. was retained by Monitoring the Capacity of NBC Filters On- HEC, DOHWA, and KUNHWA to provide board Halifax Class Ships-Phase I Work guidance on the advanced treatment processes Date: 200 -2005 to be implemented for taste and odor control at Nuclear biological chemical (NBC) granular Sungnam WTP, which is operated by the Korea activated -carbon (GAC) filters are used to Water Resources Corporation (KOWACO). provide a continuous supply of clean air to the Treatment processes under evaluation include crew onboard naval ships. Two situations may ozone, GAC, and PAC. Dr. Hokanson is arise that hinder the optimal performance of the. reviewing the predesign and final basic design GAC filters: (1) the GAC filters may fail, and providing guidance on the GAC. because GAC capacity has been fouled or Role: Project Engineer utilized by other constituents in the air being filtered; (2) the filters are changed out Los Angeles Superior Court periodically, which may occur when they have Title:Appraiser,,,LASC Case No. BC 3.15186 plenty of capacity remaining. To optimize GAC City of Santa Monica v. Baron & Budd P.C. et al. filter performance, a monitoring protocol was Date: 2005 - 2006 developed utilizing rapid small scale column Trussell Technologies was appointed by tests (RSSCTs), which were pioneered for use Superior Court Judge David Minning as the in water treatment at Michigan Technological. Appraiser in a suit between Santa Monica and. University; and applied to gas phase GAC to a group of attorneys that had represented the provide a means for routinely assessing the City in an earlier suit. The Appraiser's capacity and filter life of GAC filters onboard' assignment was to determine the value of the Canadian naval ships. Dr. Hokanson served Settlement in that earlier suit. The Appraisal as a member of the project team and helped involved estimating the cost to design, permit, guide a graduate student in the development of build and operate a water treatment plant to the RSSCT equations applicable to gas phase remove methyl tertiary butyl ether and tertiary GAC. butyl alcohol. from groundwater until the Role: Project Engineer TRUSSEI.T TECHNOLOGIES,INC. I David R.Hokanson,Ph.D.,P.E.,BCEE Resume Item 12. - 61 HB - 4= .. \:•.:;:• H/131,d' SAT.-aa.'a.. ..:li......11.a6. �O u'"44@" ....._ 'Yu - ;;i .u:•u?.. ,. :,w _'�. ._.:is. ...... ...:.'... le.�\ ake 3s .aam..C'b� ;�:. C ?�C.." c\ .cLT ..kH;"`.�F :�1".-m sulfide that occurs in a NTF and implemented U.S. Environmental Protection Agency them in a spreadsheet model. (EPA) National Center for Clean Industrial Role: Consultant and Treatment Technologies Title: Development of Environmental National Aeronautics and Space Technologies Design Option Tools Administration (NASA) i IonElectronics: Date: 197-200 Title: Phase. 11 Multifiltration Sad Model The project developed engineering design tools Development for the ISS Water Processor applicable to water treatment, including Date: 1996-2000 adsorption on granular or powdered carbon, air Wastewater reuse is critical to maximizing the stripping, advanced oxidation, photolysis, ion economic viability of the 'International Space exchange, and catalytic wet oxidation, as well Station. Supplying the water to support the ISS` as a tool that estimates physical and chemical crew from terrestrial sources would cost properties. The models can be used to assess approximately $70OM/yr. Therefore, at a cost the preliminary design and feasibility of using of roughly $7.5M/yr, the ISS water processor various water treatment processes, to plan utilizes cartridge filters to remove particulates, laboratory and/or pilot plant studies, to interpret multifiltration beds consisting of adsorbents to laboratory and pilot plant results, and to provide remove organics and ion exchange resins to full-scale process design when site-specific remove inorganic ions, and catalytic wet model parameters are available. Dr. Hokanson oxidation technology (discussed above) to, developed several of the water treatment render the water potable from various waste models and has applied them in various water streams (e.g., shower and handwash water; treatment design calculations. The water humidity condensate, urine distillate). This treatment models developed on this project are project involved development and application of commercially available and in widespread use a mathematical model to predict the by consulting engineering firms. performance of the adsorbents. and ion Role: Project Engineer exchange resins: in the ISS water processor. Dr. Hokanson developed the ion exchange City of Cedar Rapids, Iowa models from first principles; contributed to the Title: Odor Control at the Cedar Rapids, Iowa., development of the adsorption, models, Wastewater Treatment Plant: An Analysis of designed bench-, pilot-, and full-scale Scrubbing of Hydrogen Sulfide in Cedar Rapids experiments to verify the models, designed a Nitrifying Trickling Filter user-friendly interface for the models, and Date: 199 -197 wrote monthly technical reports to the project The City of Cedar Rapids, Iowa was sponsor about all aspects of the project.. experiencing odor episodes at its wastewater Role: Project Engineer treatment plant due to hydrogen sulfide present in the air. Nitrifying trickling filters (NTFs) were SELECT RELEVANT PUBLICATIONS employed to remove the hydrogen sulfide from 1. Hand, D. W., J.C. Crittenden, D.R. the air but were not meeting the treatment Hokanson and J.L. Bulloch (1.997). objective at all times. A team of Michigan Tech "Predicting the performance of fixed-bed faculty and staff investigated the problem and granular activated carbon adsorbers;" Water determined that NTFs may not be the most Science and Technology, 35(7), 235-241. appropriate technology for removal of hydrogen 2. Hand, D. W. A. N. Ali, J. L. Bulloch, M. sulfide at the plant, which subsequently Hokanson_ (1L. DeBraske,999): "Adsorption EquilibriumJ. C. Crittenden, D. R. switched to biofiltration using lava rock media Modeling of Space Station Waste Waters." to support the growth of sulfur-oxidizing Journal of Environmental Engineering, bacteria. Dr. Hokanson developed process 125(6), 540-547. design equations for the scrubbing of hydrogen 3. Jarvie, M.E., D.W. Hand, S., Bhuvendralingam, J.C. Crittenden, and D.R. TRUSSEIJ TECI€IvTOLOGIES,INC. I David R Hokanson;Ph.D.,P.E:,BCEE Resume HB - - Item 12. - 62 i;;s; -� .<;..�. �x.;; ..,x � ...�,,.,.�,.,,,,... �,..;v .......u��,.r _����•. ,a...we5.. ....:;., ��.;;r- i�- �.,�..�i. -:tz ter,,,. ,_„ =:sv:.. a _�a:+:a Hokanson (2005). "Simulating the performance of fixed-bed granular activated 11. Crittenden, J.C.; K. Li, D. Minakata, P. carbon adsorbers: removal of synthetic Westerhoff, D. Hokanson, R.. Trussell, H. organic chemicals in the presence of Jeong (2008). "Understanding and improving background organic matter." Water process performance of advanced oxidation Research, 39(11), 2407-2421 processes (AOPs)." The Croucher Foundation Advanced Study Institute (ASI), Hong Kong,, 4. Gobin, F., D.W. Hand, D.R. Hokanson, J.C. China,June 23-27. Crittenden, and T.N. Rogers(1994). "Adsorption simulation software." Proceedings of the AIChE 12. Hokanson, D. R., Tiwari, S.K., Stanczak, Annual Conference,San Francisco, CA. G., Trussell, R.R. (2011) "Evaluating Advanced Oxidation Processes for Water Reuse 5. Hokanson, D.R. (1996). "Development of Applications with a Focus on UV/Hydrogen. Software Design Tools for Physical Property Peroxide", presented at CWEA Annual Estimation,. Aeration, and Adsorption," M.S. Conference Ontario; CA April 13-15. Thesis in Civil Engineering, Michigan Technological University. 13. David Hokanson, R.R. Trussell, Tiwari, S.K., Stolarik, G., Bazzi, A., Hinds, J., Wetterau, G., 6. Hand, D.W., J.C. Crittenden, D.R. Richardson, T., Dedovic-Hammond, S. (2011) Hokanson, and J.L. Bulloch (1996). "Predicting "Pilot Testing to Evaluate Advanced Oxidation the performance of fixed-bed granular activated Processes for Water Reuse," Presented at carbon adsorbers." Proceedings of the First WEFTEC 2011, Los Angeles, CA, October 15- IAWQ Specialized Conference on Adsorption in 19. Water Environment and Treatment Processes, Shirahama,Wakayama Japan, 5-8 November. 14. Hokanson, D., Trussell, R,R., Tiwad, S., Stolarik, G., Bazzi, A., Hinds, J., Wetterau, G., 7. Bulloch, J.L., D.W. Hand, J.C. Crittenden, Richardson, T., Dedovic-Hammond; S. (2011) D.R. Hokanson and M. Ulmer (1997). "Pilot Testing to Evaluate Advanced Oxidation "Predicting the performance of liquid fixed-bed Processes for Water Reuse," Presented at CA- granular activated carbon adsorbers." 23rd NV-AWWA Fall Conference, Reno, NV. October Biennial Conference on Carbon, The American 17-21, 2011. Carbon Society, Penn State University, PA, pp. 76-77, July 18-23.. 8. Hand, D.W., R.A. Vendlinski, and. D.R. Hokanson (2005). "Phase I Report: Assessing Remaining Adsorption Capacity of NBC Gas Filter Elements." Michigan Technological University, Final project report submitted to Office of Naval Research, Canada. 9. Jarvie, M.E., D. W. Hand, D. R. Hokanson, J. C. Crittenden. (2007). "Simulating The Performance of Fixed-Bed'Granular Activated Carbon Adsorbers: Removal of Synthetic Organic Chemicals in the Presence of Background Organic Matter," Presented at ACS National Meeting, Chicago, IL, March 25-29. 10. Tice, A.T., Qiong, Z., Hand, D.W., Hokanson, D.R. (2007) "A Transient Model for Predicting Powdered Activated Carbon Adsorption Performance in a:Completely Mixed Flow Reactor," Presented at ACE Conference, Toronto, Ontario,.Canada, June 24-28. 'T'RUSSFU TECHNOLOGIES,INC. I David R Hokanson,Ph.D.,P.E.,BCEEResume Item 12. - 63 - disinfection-oxidation scenarios, preceding the design and construction of a water treatment facility on the Delaware River. Additional. process experience includes nanofiltration of a high total organic carbon (TOC), high hardness groundwater in Florida; ozone plus biofiltration for disinfection by-product (DBP) control; and Elaine W. Howe, P.E. granular activated carbon (GAC) filtration;for optimization of DBP precursor removal. EDUCATION:. CONSULTING PROJECT EXPERIENCE. • M.S., Environmental Health Engineering, Goleta, ter, isfri u e University of Texas at Austin Title: Process Design Study for the Corona • B.S., Environmental Engineering, Del Mar Water Treatment Plant University of Florida Year: 2012-2013 REGISTRATION The Corona Del Mar Water Treatment Plant Professional Engineer, State of New is a 1.2 MGD average flow, 24 MGD annual Mexico— No. 21477 design flow conventional drinking water plant owned and operated by the Goleta SUMMARY: Water District. Trussell Technologies, in Ms. Howe has over fourteen years conjunction with Dudek, performed a experience in the field of environmental process design study evaluating engineering. She has extensive water- Performance of the filters, spent backwash engineering. process and optimization water equalization basin, and sludge-drying. beds. In particular, .filter core sampling,-floc experience through the design and performance of pilot-scale water treatment retention analyses, and media sieve studies. Ms. Howe has experience in water analyses were performed to evaluate filter treatment facility evaluation and assessment Performance and development of alternatives. In-house including extensive experience with GAC. filter modeling, with She has assisted in the preparation of calibration to the current plant conditions: and water quality was performed to predict procurement documents for a large Design- ._ treatment filter performance under the recommended Build-Operate surface water plant. operational changes. Ms. Howe facility, and for a large Design-Build . Performed jar tests: on spent„ backwash desalination facility. She is familiar with the Water to evaluate quality and treatability of water from the - the performance of Sacramento River in California, through alternative polymers to .improve settling characteristics of solids in the spent bench tests conducted for the Davis- Woodland Water Supply.Project. Ms, Howe backwash water. Recommendations were is also familiar with all California and Federal made to minimize short-circuiting through drinking water regulations, as well as the backwash basin, and to improve permitting requirements for a new surface settleability of the. solids. Additionally, Ms. water treatment facility in California. Ms. Howe reviewed overall plant performance Howe's water treatment process experience with respect to compliance with current and includes an extensive pilot study evaluating anticipated future CDPH regulations. and comparing alternative high-rate Role: Project Engineer treatment processes and alternative TRUSSELL'TECHNOLOGIES,INC. I Elaine How Item 12. - 64 a^ s�.�� ;;;. .,...,, ...;rs. --.. .c,:r:� .�a.. :;•..,:. -'::��.,.,:u, r ,,,,;,i;; a r.�ri,,,..,.,.. v;:..a,,,,......._ ;:: v-__ ._. �..,:..._- _o.,r.;. American ate rks Association evaluating alternative process trains for Research Foundation and Metropolitan treating water from the Delaware River. The Water District of SouthernCalifornia pilot facility, which operated at a maximum Optimization and Economic Evaluation of flow rate of 100 gpm, was designed and. Granular Activated Carbon for Organic constructed to evaluate (1) alternative Removal preoxidants--chlorine, ozone, chlorine Ms. Howe is experienced in the use of GAC dioxide, and permanganate—DBP control, for DBP precursor removal as a result of her taste and odor control, and color removal, participation in a pilot study,jointly funded by (2) high-rate clarification at surface loading the American Water Works Association rates up to 5 gpme, (3) high-rate filtration Research Foundation (AWWARF) and (up to 10 gpm/ft2) using three alternative: Metropolitan Water District of Southern filter designs, (4) protection against'synthetic California (Metropolitan). She performed organic chemical (SOC) contamination. bench-scale tests to determine adsorption during an accidental chemical spill on the. equilibrium constants and kinetic coefficients Delaware River using powdered activated for total organic carbon (TOC) adsorption, carbon addition to the sludge blanket and. Rapid Small Scale Column Tests clarifier, GAC filter-adsorbers, and GAC (RSSCTs) to simulate, at the bench-scale, post-filter adsorbers, (5) taste and odor TOC breakthrough profiles from pilot-scale control, (6) final disinfection, and (6) lead contactors: corrosion. Design criteria from. this pilot Role: Project Engineer study were used to design and construct a water treatment facility for the American City f Miramar, FL Water Works Service Company, with an. Membrane Pilot Study ultimate capacity of 100 mgd. Ms. Howe was the project engineer for a Role.: Project Engineer nanofiltration pilot study that obtained design information for construction of a 24-mgd SELECT RELEVANT PUBLICATIONS membrane softening treatment facility for the 1.McGuire, M.J., M.K. Davis, C.H. Tate, City of Miramar, FL. This study identified the E.M. Aieta, E.W. Howe, D.R. Wilkes, J.C. optimum operating flux and permeate Crittenden, K. Vaith, "Optimization and recovery for the nanofiltration system. The Economic Evaluation of Granular Activated study also confirmed that nanofiltration was Carbon for Organic Removal." Published by able to produce the desired finished water the AWWA Research Foundation. April, quality when treating a groundwater with an 1989. unusually high TOC concentration. Minimizing DBP formation was a key 2.McGuire, M.J.,, M.K. Davis, C.H. Tate,. objective of this study. E.M. Aieta, E.W. Howe, and J.C. Crittenden, Role: Project Engineer "Evaluating GAC for Trihalomethane Control." Journal AWWA, 83:1:38 (January,. New Jersey American Water Company 1991)`. and American Water Works Service Company 3.Wilczak, A., E:W. Howe, E.M. Aieta, R.G. Tri-County Water Treatment Plant Pilot Lee, "'How Preoxidation Affects. Particle Study Removal During Clarification and Filtration." Ms. Howe was project engineer for a large Journal AWWA, 84:12:85 (December, potable water pilot study in New Jersey, 1992). TRUSSET L TECtiI OLOGIES,FNC: I Elaine Howe,P.E.Resume. Item. 12. - 65 HB - - � s s 4.Crittenden, J.C., K. Vaitheeswaran, D.W. Hand, I.E. Wallace, E.M. Aieta, C.H. Tate, and M.J. McGuire, "Prediction of the Removal of Dissolved Organic Carbon Removal by Fixed Bed Adsorbers, Water Research, Vol. 27, No. 4, pp. 715-721 (1993). 5.Aieta, E.M., T. Underbrink, I.E. Wallace (Howe), and P.E. Sedory, "Application of Advanced Oxidation Processes for the Removal of Contaminants from a Groundwater Supply," Proceedings of the International Ozone Association Spring Technical Conference, Monroe, Michigan. April, 1988. 6.McGuire, M.J., M.K. Davis, C.H. Tate, E.M. Aieta and I.E. Wallace (Howe), "Optimization and Economic Evaluation of Granular Activated Carbon for Organic Removal." Proceedings of the AWWA Annual Conference, Orlando, Florida. June, 1988. 7.Wallace (Howe), I.E., E.M. Aieta, C.H. Tate, J.C. Crittenden, M.J. McGuire, and M.K. Davis, "The Application of the Rapid Small Scale Column Test (RSSCT) to Model Organic Removal by Granular Activated Carbon." Presentation made at the AWWA Annual Conference, Orlando, Florida. June, 1988. 8.Cummings, L., R.S. Summers, E.W. Howe, "Use of the Rapid Small-Scale Column Test to. Predict Field-Scale GAC Adsorber Breakthrough of Disinfection By- Product Precursors." AWWA Water Quality and Technology Conference Proceedings, November 15th-18th., 1992. TRUSSELL TECHNOLOGIES,INC. Elaine Howe.P.E.Resume': HB -359- Item 12. - 66 EMPLOYMENT HISTORY *Supervising Engineer I, Trussell Technologies, Inc. (11/12 to present) *Environmental Engineer, City of Los Angeles (07/10 to 11/12) *Engineering Associate 111, City of Los Angeles (11/07 to 07/10) •Engineering Associate II, City of Los Angeles (09/05 to 11/07) C. Bryan Trussell, P.E. *Engineering Associate I, City of Los Angeles (11/03 to 09/05) EDUCATION: *Engineering Associate Temp, Pacifica Services, W.S. Environmental Engineering, University Inc.*Engineering g 9� .Engineering Associate/Accountant, Trussell of Illinois at Urbana-Champaign Technologies, Inc. (04/03-10/03) @B.S., Environmental Engineering, University of California, Berkeley PROJECT EXPERIENCE(Selected projects): REGISTRATION: Carollo Engineers/City of Los Angeles Bureau Civil Engineer, State of California - No. of Sanitation 71468 Terminal Island Water Reclamation Plant (TIWRP) Advanced Oxidation Process Pilot SUMMARY: Study Bryan Trussell has a B.S. in Civil Year: 2013 Engineering from the University of California Trussell Technologies, Inc.. in conjunction with at Berkeley and a M.S. in Environmental Carollo Engineers is aiding the City of Los Angeles, Bureau of Sanitation in the preliminary Engineering from the University of Illinois at design for the Terminal Island Water Urbana-Champaign. Mr. Trussell is a Reclamation Plant upgrade to Full Advanced. registered Civil Engineer in the State of Treatment (FAT). The Bureau's main goals for California with more than ten years of work the upgrade are to increase the amount of experience. Bryan has worked for the past 9 recycled water from TIWRP while meeting years with the City of Los Angeles' Bureau of current and anticipated regulations. Trussell Sanitation, bringing invaluable.insight and Technologies is helping the Bureau to evaluate perspective to the many challenges facing the ideal Advanced Oxidation Process (AOP) today's utilities. His Master's thesis involved between combinations. of Ozone and Hydrogen testing and analyzing the impacts of Peroxide (03/H2O2) or Ultraviolet and Hydrogen preexisting solids on the precipitation kinetics Peroxide (UV/H2O2). The principal reason for P g p p Trussell Technologies' participation in this project of calcium carbonate. His past work includes stems from their expertise in water quality,: the calibration of the MIKE URBAN thorough understanding of available AOP hydrodynamic model for the City of Los equipment and the difference- between the Angeles' wastewater collection system and information learned from water chemistry and assisting with the negotiation of the Hyperion reactor hydraulics. and Terminal Island Treatment Plants This study will. engage CDPH with the NPDES permits. determination of the preferred AOP along with Mr. Trussell is a member of the Water the required dosages and anticipated results. Environment Federation. Depending on the preferred AOP, CDPH may require that the technology be demonstrated prior to official acceptance. A preliminary layout and TRUSSE7 I.`I'ECI39OLOGIES„INC: I C.Bryan T ussell,P.E.Resume Item 12. - 67 HB - - process design for the upgraded treatment plant, recycled water, and to optimize the plant to fit the and a recommendation on the ability of the required footprint and technology requirements. effluent to be used to remediate Lake Machado will be the ultimate outcome of this study. Inland Empire Utilities Agency Role: Project Engineer Evaluation of the Solids discrepancy in the Non- Reclaimable Wastewater System NeoTech Aqua Solutions Year: 2013 UV/AOP CDPH Testing Trussell Technologies, Inc. is reviewing the Year: 20.12 discrepancy in total suspended solids between Trussell Technologies, was retained by NeoTech dischargers and the combined sum of suspended Aqua Solutions for testing their innovative solids in the sewer to determine the cause for the ultraviolet light/hydrogen peroxide process for increase in solids. This evaluation includes water reuse. NeoTech Aqua UV has developed characterizing the makeup of the solids the NeoTech D438Tm, a UV/1-1202 product which themselves and analyzing the relative is being tested to obtain a "conditional constituents within individual dischargers. At the acceptance": by the California Department of conclusion, IEUA will be provided a methodology Public Health (CDPH) in accordance with the to bill dischargers to offset the increased cost in requirements of the recent CDPH draft solids formation.. Groundwater Recharge Reuse Regulations (November 2011). The reactor has recently Encina Wastewater Authority received certification for Cryptosporidium Encina Water Pollution Control Facility Process inactivation under EPA's Environmental Review and Evaluation Technology Verification (ETV) protocol, Year: 2013 administered by NSF (NSF, 2012). The Trussell Technologies, Inc. is reviewing the conditions of testing will involve the case of full operational data from the Encina Water Pollution advanced treatment (FAT), which requires Control Facility, a 43 MGD wastewater treamtent advanced oxidation downstream of membrane plant located in Carlsbad, CA. TT will review all filtration/ reverse osmosis (MF-RO). The CDPH aspects of the plants treatment and process,, draft Groundwater Recharge Reuse .Regulations including the solids handling facility: This also requires disinfection of viruses with up to 6- includes a comparison of the operational data to log removal allowed in a single treatment step. the plant's design parameters and a comparison For this reason, testing will be conducted with of operational data to nearby treatment plants. MS-2 to establish the removal of viruses that is TT will provide recommendations on specific. achievable in the Neotech Aqua UV reactor. changes EWA can make to improve their Role: Project Engineer performance and/or obtain economic savings. Carollo Enginee.rs/City of Lays Angeles Bureau Previous. Experience (City of Los of nitation Angeles): Satellite Wastewater Treatment Plant Feasibility .Supervised a group of six performing Study advanced planning on the City's wastewater Year: 2013 collection system Trussell Technologies, Inc. in conjunction with .Prepared an analysis on the risk scoring Carollo Engineers is aiding the City of Los methodology in the Wastewater Capital Angeles, Bureau of Sanitation in the planning Improvement Program stages of building a small satellite wastewater *Reviewed existing projects in the WCIP, treatment plant at or near the campus of UCLA. The focus of this study will be to determine the resulting in the savings of over a half billion impacts of interagency coordination, balancing dollars using hydraulic modeling and closed the supply of wastewater with the demand for circuit television results as a basis for deferring several projects TRUSSED,TECHNOLOGIES,INC. I C.,Bryan Trussell.P.E.Resume. HB -361- Item 12. - 68 ®Provided modeling analysis for drop * Assisted with the development of a modeling structures, odor control procedures, storm team for WESD, including coordinating monthly drains, and climate change impacts on the meetings and preparing agendas, action items,, storm drain and wastewater collection and meeting minutes system *Assisted in the capacity analysis of the winter *Worked on the Recycled Water Master dry weather Low Flow Diversions upgrades for Plan, including an analysis of a brine line the Coastal Interceptor Sewer, resulting in the from the Valley Generating Station and construction of the Coastal Interceptor Sewer •Helped negotiate POTW permits for Hyperion assisting in the feasibility study for a satellite and Terminal Island POTWs, calculated plant reasonable potential analyses for determining *Provided support for the development of the 26 effluent limits for all four City of LA POTWs, and Primary Sewer Basin Master Plans. Led the worked on other special studies to achieve Valley Spring Lane Interceptor Sewer Study compliance for POTW effluent limits team, including the creation and maintenance of ®provided additional assistance on LA River a.Task Order Solicitation Metals TMDL, contributed comments to various *Updated and maintained the Dry Weather tentative State and Federal regulations, and have Hydrodynamic model and assisted in the participated in negotiations for Water development of the Wet Weather Hydrodynamic Reclamation Requirements for DCT and LAG model Wastewater reclamation plants *Supervised a modeling team that performed *Biosolids EMS audit, team member for the capacity studies for the Glendale Burbank internal audit conducted in May of 2005 Interceptor Sewer / Northeast Interceptor Sewer Ph2; Prop O First Flush BMPs, Wet Weather Storage at DCT, and treatment plant optimization *Created a structural inventory database to catalog and record the current settings of all diversion structures *Coordinated with the Bureau of Engineering (and various other:agencies) on several projects, providing assistance with flow levels, design flows, and bypass plans *Provided support and analysis for the Recycled Water Master Plan, the Wastewater Capital Improvement Program, and the Odor control study ®Worked on the Primary Collection System Dry Weather Hydrodynamic Model using MIKE Urban, including developing the physical network, checking diversion structure configurations, design plans, and pump station specifications *Provided hydrodynamic modeling analysis for the Enterprise Siphon (NOS), the Triunfo and Las Virgenes interties, the Vermont Relief Sewer, and several Primary basins *Served on the scoring panel for the Primary Wet Weather Model selection process, including developing several addendum's to the RFP TRUSSELL TECHNOLOGIES,II t. I C:,Bryan Truss4 P.E.Resume Item 12. - 69 HB - - PAC -91 Advanced Water ng;nzerin b ABOUT PACE PACE is a water resource civil engineering firm formed as a California Corporation in 1987 headquartered PACE in Fountain Valley, CA. PACE has been the principal design engineer for numerous water, wastewater, recycled water, and recycled water storage and irrigation facilities throughout California, Arizona, Idaho, New Mexico, and beyond, for municipalities and developers in both traditional design-bid and design-build settings. PACE's experience not only with design related tasks, but operations consulting has allowed PACE to consistently provide clients with quality, practical engineering solutions that are constructed at or bellow established project budgets.Uhlqae Qualifications With 25 years of experience in water resource engineering, and specifically engineering of complex water treatment systems, PACE offers several qualifications to benefit the City in achieving a successful project outcome, including: 1. Strong understanding of Well 9 water quality and treatment mechanisms from February 2013 testing of sulfide,chlorine, and pH. a 2. ,.Pertinent recent experience on six projects with pressurized b►fer installations rasing GAC and Everfitt Filters: , . 3. Leading industry knowledge in sulfide-removal techniques and sulfide chemistry including team memmber,Trussell Technologies. 4. project Manager,Andy Komor,and PACE"s engineering staff are highly,familiar with the City's water infrastructure. 5: `tJperationai background with a sfrong`understanding of needs and and objectives. Trusse.11 , TECHNOLOGIESABOUT TRUSSELL Founded in 2003 by Dr. Rhodes Trussell, Trussell KPFF has been providing broad-based engineering Technologies is.an environmental engineering firm focused services for 53 years.. Founded .in Seattle in 1960, KPFF on process and water quality. Building upon his vision, has a, staff of over 850 in 17, offices nationwide. They Trussell Tech has grown into a consulting firm with company's practice is built on technical excellence, unsurpassed technical expertise that has a unique ability to creativity, dependability, and successful long-term find simple, practical and cost-effective solutions to complex relationships. water quality problems. With more than 40 years of experience in drainage design Trussell Tech has a history of working on challenging. and surface water engineering, KPFF provides services drinking water projects and has a great understanding of from planning through construction support. Our civil the treatment technologies available for various engineers provide a broad range of experience in drainage, applications. This includes adsorption with granular roadway, grading, and utilities design, and we are familiar activated carbon, air stripping, and oxidation processes, in with City, County, State, and Federal drainage addition to an understanding of the underlying water quality requirements, including the latest DOE manual. parameters that can affect the performance of such treatment systems. AM , Item. 12. - 71 KB - - PACE i m �- "'MIN w� i iELL., SIMILAR PROJECTS PACE Relevant Experience San Diego County Public Water SystemAC Filtration Upgrade—San Die o County,CA Contact Information: Unable to provide reference due to non-disclosure agreement. Project Timeline:2008 to present Key Personnel: a James Matthews PE—Principal/QA/QC ' Andy Komor, MS, PE—Process Selection Engineer 9 Zirang Song, MS, PE—Mechanical Engineer Brian Reid, PE—Construction Management Juergen Nick, MS, PE—Electrical.Engineer Keisuke Ikehata, PhD, PE—Piloting Operations and Report Ernesto Camarena—Controls and P&ID Tom Gutierrez—AutoCAD MEP _. J . Using PACE design-build services, a potable water system in San Diego County solved a water quality problem in record time. The water system was out of compliance due to high levels of tdhalomethanes in the distribution system. Trihalomethanes are disinfection byproducts that form as a result of chlorination. Through a design-build contract, PACE designed and installed a granular activated carbon(GAC)filtration system to remove organic precursors from the water and reduce trihalomethane formation. The GAC filter system was designed and installed within three months to meet.EPA compliance deadlines. The GAC system capacity is 300 gpm using two pressure vessels 840 in diameter and 96" high. PACE provided design services, construction management, and installation of an automated controls system. The automated system controls uses compressed air actuated valves to allow simple backwashing of the media through a touchscreen interface. Santa Ana Country Club Pretreatment GAC Filtration System Santa Ana,CA Client Name and Address: Primary Client Contact: Project `i e i e=. Santa Ana Country Club Art.Cencel October 2012 to Present 20382 Newport Blvd (949)631-0256 Santa Ana, CA 92708 jcencel@roadrunner.com Key Personnel; James Matthews, PE— Principal/QAIQC Andy Komor, MS, PE—Project Manager ., c Zirang Song,MS, PE—Mechanical Engineer Brian Reid, PE—Construction Management F a Juergen Nick, MS, PE—Electrical Engineering Keisuke lkehata, PhD, PE—Process Selection w Ernesto Camarena—Controls and P&ID Tom Gutierrez—AutoCAD MEP a: . 6' V PACE provided water quality modeling, economic evaluation of the opportunity to reduce gypsum addition and excessive leaching of salts, consulting on system configurations, and desalination system design. PACE ultimately provided design and completion of bid documents for bid to six containerized RO system manufacturers and worked with the Club to select and assist with implementation of a new desalination system. In 2013, PACE is installing phase II of the system including a GAC pre- HB - - Item 12 - 72 filtration system, part of the original design, which assists with reducing organic fouling of the desalination system. Recently PACE has worked to develop the use of IRWD recycled water using this system through the Green Acres Recycled Water Delivery System. The system reduces monovalent salt content from over 120 mg/L to under 40 mg/L, ideal for cool season and salt intolerant turf grass growth, reduces water use including leaching water, reduces gypsum and other chemical enhancements and additions, reduces labor for aerification and turf replacement, while providing better turf quality with a more desirable firm and fast course condition. The system will also provide a long-term solution for when the club switches to recycled water with higher salinity from IRWD. 06teland Water Treatment Plant GAC Pretreatment Plant Upgrade—Dateland,AZ Client Name and Address: Primary Client Contact: Project Tir eltrie: Dateland Public Service Co Michelle Lane October 2009 to August 2011 PO Box 3011 (928)454-2241 Dateland,AZ 85333 getaholdofus@wildblue.net ti . Key Personnel: b James Matthews, PE—Principal l QA/QC 3 Andy Komor, MS, PE— Project Manager Brian Reid, PE—Mechanical Engineer and Construction Managements Juergen Nick, MS, PE—Electrical Engineer Keisuke Ikehata, PhD, PE Process Selection Ernesto Camarena—Controls and P&I D Tom Gutierrez—AutoCAD MEP PACE provided Dateland Public Service Co. with selection of inland- desalination alternatives, engineering design, environmental 0 permitting, and grant funding application services to improve and expand their existing groundwater Reverse Osmosis (RO) treatment system. The groundwater in the Dateland basin contains several trace contaminants including arsenic and fluoride, has irrigation inhibitors boron, chloride, and sodium, and overall contains high levels of TDS,. The contaminants must be removed to comply with primary and secondary drinking water standards. PACE investigated several process modifications and alternatives using Performance Based Specifications to deliver a cost effective, flexible and fundable project using an advanced RO process. The upgrade and expansion allows reuse of 'existing infrastructure, but with significantly higher permeate recovery than the existing RO system, to produce more"wet" water from the existing supply, reducing waste and improving efficiency. In addition to the mechanical process work, PACE also designed a PV solar system to power the expanded plant, turning"blue" into"green," The Dateland Water Plant Expansion is federally funded by USDA, Rural Development and Water Infrastructure Finance Authority. Los Angeles Country Club Sulfide Removal Project—Los Angeles,C Client K,a e and Address: Primary ie tContact: Project Ti eli Los Angeles.Country Club Russ Myers December 2012 to August 2.01,3 10101 Wilshire Blvd (310)276-6104 Los Angeles, CA 90024 myers@thelacc.org "21 Item 12. - 73 HB - PACE IM, Key Personnel: James Matthews, PE—Principal I QAIQC \ Andy Komor, MS, PE— Project Manager T \ Zirang Song, MS, PE— Mechanical Engineer 3 Brian Reid, PE—Construction Management 4 Juergen Nick, MS, PE—Electrical Engineering Keisuke Ikehata, PhD, PE—Process Selection Ernesto Camarena—Controls and P&I D Tom Gutierrez—AutoCAD MEP PACE performed a study to determine the best approach to , improving irrigation water quality for the Los Angeles Country ° y \ Club(LACC) which led to the design-build of an ozonation water treatment system. LACC was plagued with three main issues with their irrigation water supply, 1) odorous and corrosive hydrogen sulfide in the groundwater supply causing unpleasant odors o% - around the golf course and damaging the irrigation storage tank and distribution system, 2) poor turf conditions and high maintenance due to water quality, and 3) borderline brackish groundwater quality with high levels of bicarbonate and moderate levels of sodium and chloride. Following the evaluation of several alternatives to addressing these issues recommendations were made based on the alternatives that were easiest to operate and maintain and most cost effective. These solutions include a 130 lb/day ozonation system for oxidizing the excess sulfide, installation of a third groundwater well, rehabilitation of the existing 800000 gallon water storage tank, and chemical injections into the turf to reduce excessive bicarbonate alkalinity. The ozonation system designed by PACE includes new piping, instruments, ozone generation skid, injection skid and pump from tank, liquid oxygen storage and controls. Los Angeles,DPW Marina Del Rey Sulfide Removal Design—Marina del Rey,CA Client Name and Address: Prima Client Contact: Project Tirnellne: Los Angeles County DPW Jeff Bouse April 2012 to June 2013 900 S Fremont Ave (626)300-3373 Alhambra, CA 91803 jbouse@dpw.lacounty:gov Key Personnel: Andy Komor, MS PE— Project Manager Tom Gutierrez—AutoCAD MEP Keisuke Ikehata, PhD, PE—Water Quality Analysis PACE performed a study to determine the source of hydrogen \ sulfide (H2S) odor at the Los Angeles County Department of Public sj Works owned Marina del Rey Sewer Lift Station and make recommendations to remove the odorous conditions. Project tasks �q include collecting and analyzing wastewater and air samples, 3) installing.new flow-meters and evaluate pump station flows for mass determination, 4) developing altemative solutions for reducing and a eliminating hydrogen sulfide formation, 5) performing engineering y calculations, 6) setting up and performing onsite bench scale testing \ of alternatives, 7) providing concept level economic evaluation of benefits versus costs of the alternatives proposed, 8) providing pros and cons for each alternative, and 9) recommending preferred alternative for pilot scale operation. To date the study has determined several different factors affecting odor UB - - Item 12. 74 g•• if !! $ - ` ReR b 1w, v� i.......... m emissions including pH, seawater infiltration, temperature, dissolved oxygen, liquid-phase sulfide concentrations and flow rate. Several potential mitigation approaches have been identified and are currently being considered and piloted. Huntington Beach Well 9 Sampling and Sulfide Evaluation— Huntington Beach,C Client Name and dress: Primary Client Contact: Project7i eline City of Huntington Beach Bob Milani November 2012 to December 2012 2000 Main Street (714)374-1735 Huntington Beach, CA 92648 bob.milani@surfcity-hb.org r Key Personnel: Andy Komor, MS, PE—Project Manager Keisuke Ikehata, PhD, PE—Water Quality Analysis PACE performed three tasks at wells 3, 6, and 9 in late 2012 related to determination of sulfide and reduced constituents in the water supply, and mechanisms for reduction and ultimately removal: Task 1: Test pH, temperature, ORP, DO, TDS, dissolved sulfide, alkalinity, color, iron, manganese from 3 well sites on two different occasions. Task 2: Perform chlorine demand analysis to see how much chlorine is used up by sulfide and other constituents in the water column. Task 3: Perform gas-phase sulfide monitoring. The results were described in a comprehensive report and presented to the City, with the results from Well 9 directly applicable to \,¢ treatment approach as part of this proposal. 3 IK Midland efineries Four Eve Alt Filtration Skids—Iraq Client Name and Address: Primary Client Contact: Project Ti ellne: Beba Engineering Company Munther Hermez June 2012 to Present 30240 Shoreham Street (248)320-4571 Southfield, MI 48076 mhermez@bebaeng.com Key Personnel- James Matthews, PE—Principal/QAIQC Andy Komor, MS, PE—Project Manager Zirang Song, MS, PE—Project Engineer Brian Reid, PE—Design Engineer Juergen Nick, MS, PE—Electrical Engineer Keisuke Ikehata, PhD, PE—Process Selection Ernesto Camarena—Controls and P&I D Tom Gutierrez—AUTOCAD MEP PACE provided complete construction plans, specifications, and cost estimates for four sets of filtration plants for the Midland Oil Refineries process water recycling systems. The systems range in size from 150 m3lhr to 800 m3lhr. The filtration systems included pumping units, fabricated skid filtration systems including vessels, valves, media; etc., coagulant addition, instrumentation sensors and equipment, and a control building for all electrical and controls equipment and laboratory. A21 Item 12. - 75 - - PACE sA ggg Yl Trussell"Irech-naLog,les PtelevcfTtExperterrce, Testing, Evaluation,and Recommendations Relating to Colored Water—San Juan'Capistrano,C lien t Name and Address: Primary Client Contact.: Project.T im line: City of San Juan Capistrano Eric Bauman, PE 2007—2009 32400 Paseo Adelanto (949)493-1171 San Juan Capistrano, CA 92675 ebauman@sanjuancapistrano.org Key Personnel: Rhodes Trussell, PhD, PE, BCEE—Technical DirectorIL \ David Hokanson, PhD, PE, BCEE—Project Manager �. The City of San Juan Capistrano has retained the services of Trussell Technologies to provide troubleshooting and resolution of its colored water in its distribution system. Trussell Technologies' scope of services T included: development of sampling plan to monitor the raw groundwater quality, water quality throughout the treatment plant as well as in the distribution system; performing data analysis and pretreatment : alternatives evaluation; Performing colored water bench scale study and full-scale filter evaluation; providing recommendations to enhance treatment process and distribution system operations based upon the sampling results. In July 2008, all media filters of the San Juan Capistrano Desalter were retrofitted with the newly redesigned media and all four filters now have the same greensand and anthracite media design and are meant to be. operated in parallel. Trussell Technologies, Inc conducted a filter study to establish known operating conditions and filter performance:filter run length, impact of backwash procedure and media regeneration. Taste&Odor Evaluation at Mesa Water eiia r ity, Facility—Costa Mesa,C Client Name and Address, Primary Client Contact: Project Timeline: Mesa Water District Phil Lauri, PE 2013 PO Box 5008 (949)631-1291 Costa Mesa, CA 92682 phill@mesawater.org Key Personnel Rhodes Trussell, PhD, PE, BCEE—Technical Director David Hokanson, PhD, PE, BCEE— Project Manager ` The Mesa Water District has recently completed construction and commissioning of the Mesa Water Reliability Facility(MWRF). The MWRF employs an innovative process of nanofiltration membranes to remove 41 color, causing organics and is capable of producing up to 8.6 MGD 'of .; treated groundwater. The process train also includes air stripping for E degasification. Since the MWRF has been in operation, the number of taste. and odor complaints has increased. The project focused on evaluating the cause of the complaints and identifying possible solutions. The project identified sulfur species as the cause of the problem and put forth a treatment solution that involved application of sodium bisulfate to convert recalcitrant polysulfides to thiosulfate and free chlorine to convert thiosulfate to sulfate. The project also evaluated the removal of sulfur species in the existing air stripping tower and found that hydrogen sulfide and molecular r zR 17 U HB -369- Item 12. - 76 a � �, �{:� �' ��x.i •�•FP`�i :, eta \� mot' 3aP � �. sulfur species were volatile and amenable to stripping while the polysulfides were not. Bench testing was conducted in a second phase of the project and showed the treatment solution was effective. Appraisal for the City of Santa Monica v. Baron&Budd, P.C.et al, (LAC Case No. 13C 31 1 )—Los Angeles, CA Client Name and ddrossx Primary Client Contact; Project.T' of nes Los Angeles Superior Court Judge David Minning 2005—2006 Key Parso neL Rhodes Trussell, PhD, PE, BCEE—Technical Director David Hokanson, PhD; PE, BCEE—Project Manager In August 1995, the City of Santa Monica (COSM) discovered the gasoline additive methyl tertiary-butyl ether (MtBE) in drinking waterod supply wells at its Chamock Wellfield, shut down the affected wells, and secured replacement water from the Metropolitan Water District A lawsuit was then filed b COSM against the otentiall g (Metropolitan,). Y 9 � p Y responsible parties (PRPs)for redress of the contaminated drinking water a - wells. This lawsuit was settled in 2003 and required the PRPs to pay for the design, construction, operation and maintenance of a water treatment plant to treat the contaminated groundwater to potable water quality standards. Following settlement of the initial lawsuit,.a second lawsuit was filed by COSM against Baron & Budd, P.C. et al., to resolve the question of what the monetary, value of the initial lawsuit was. Trussell Technologies, Inc. was retained by Judge Minning of the Los Angeles Superior Court as the'Appraiser in the case of Santa Monica v. Baron& Budd, P.C. et al. to appraise the value of the design, construction, operation and maintenance of a 10 mgd water treatment plant to treat the Chamock well water contaminated with MtBE and related hydrocarbons to potable water standards until such time as the groundwater quality entering the treatment plant met potable water standards for the constituents of concern (COC). Trussell Technologies conducted a detailed analysis of potential technologies for the treatment of MtBE that considered various conventional(including GAC and air stripping)and advanced oxidation technologies including ozone, ozone/H2O2, and UV/H2O2. As a part of the analysis, the project team visited two sites employing HiPOxTm ozone treatment systems and carefully considered the technology.At the same time, strategies to mitigate bromate formation with ozonation processes including pH depression, ammonia addition, and the chlorine- ammonia process were considered,but ultimately UV/H2O2 was selected as the preferred AOP because of the possibility of bromate formation with ozonation at the levels of bromide present in the raw water. Trussell Technologies, Inc. developed.a 10 percent design for a$60 million ultraviolet light/hydrogen peroxide (UV/H2O2)advanced oxidation facility using Trojan's UVPhox advanced oxidation process (AOP).equipment to meet the Settlement Agreement requirement to treat a feed MtBE concentration of 300 ug/L to meet regulatory requirements (99.2%removal by UV/H2O2). At the same time, GAC with a 7.5 min EBCT was incorporated into the design as a multiple barrier as required by California DHS Policy Memo 97-005 for an extremely impaired source. Fixed bed adsorption modeling was used by Trussell Tech in optimizing the EBCT and estimating the carbon usage rate required to meet the treatment objective for MtBE.within the GAC (800/6 removal at a feed concentration of 2.5 ug/L). Using this facility design, Trussell Technologies, Inc prepared an appraisal that included design, construction, operation and maintenance for all required treatment technologies including the GAC. Item 12. - 77 - 7 - FACE �omr a 4 1 �� _; � �� a ��£ ,,;�..� .#, ."�"a'� .� ✓ask ,k., ,z_ KPFF Releva& perle oval Bass Point Loma, Pure'Water System, a —Sao Diego,CA Client Name andAddress: Primary Client Contact. Project Timeline: US Navy, NAVFAC Southwest Stephen Kingsley October 2012—August 2013 1220 Pacific Highway (61.9)726-5705 San Diego, CA 92132-5190 stephen.kingsley@navy.mil BeyPersonnel: Christopher Mansour, PE—Civil/Structural Engineer and Project Manager Project Manager/Project.Engineer for the reconfiguration of the pure water system to supply pure water to the Navy piers 5000, 5002 and 5003 for the nuclear program at Point Loma. Project scope involved a design build contract under a US Navy MACC order for$1.68 million. The design scope 5 included design and installation of approximately 5000 lineal feet of 2-inch diameter stainless steel piping, 17 manifolds with cam-lack ` connections for hoses to the boats, design and: installation of approximately 3000 lineal feet of 2-inch diameter PVC return lines to a single paint of discharge to the sanitary sewer system, design of catch $f basin and connection to the sanitary sewer system, pad mounted pumps, above grade piping and piping supports, pipe expansion loops, rope guards for expansion loops and manifolds, pipe anchors and expansion supports, piping stress analysis, replacement of existing domestic water system hose with a connection to the municipal water system, concrete utility trench with traffic covers for pipe routing across piers, 380 day design and construction 5 schedule, field investigations, and construction support. Berthing analysis Al plan for berthing of Los Angeles, Virginia, Ohio, and Seawolf class submarines at Piers 5000, 5002 and 5003. Berthing analysis required coordination with the Dock Master and Portsmouth Naval Shipyard for the ,. location of the pure water riser manifolds for direct access to the submarine , � hatches, minimizing the. required hose lengths, and thereby optimizing the - } manifold locations. Consideration was given to tandem (Rafting) berthing of up to two submarines such that all submarines will have access to proposed pure water discharge stations at the piers. Design also included the1,4 T $� recommendation and evaluation of the design of sewer pumping system for 711 discharge flushing of the pure water lines to internal pier sewer system.AZI w S �.. - - - Item 12. - 78 p . � 2 k. # . ¥ . � PAC E «>< Z �ZLE - H 9„ 8'-0" x 2'-0"x 6" DEEP SUMP (CENTERED). SEE FOOTING PER STRUCTURAL PLANS STRUC. PLANS M O N LAYOUT .LE: 1/4"=1'-0" I 12 ICRE DE I i i 19 4 1 2 5 5 7 6 I ° 17 I D I p 0 7 0 D D ° T 6 10 � Lei•_• Q 1Z 23 18 22 19 - a .. �.... 4k .. .... ROOM - SECTION ,_a„ a $ $�3 �3d,RC a•, _— fik a + Y� $ 11 V -- 29 --------------------------------------- -------- I I I I - - -- ---._._..._._.. -- E - -..._.. _.-- -.- E - FILTER ...........__............................. ........................... __..._.. ................_..... ......_......................................................._ ............ ._ _..__.__.. CONTROL PANEL PNL-11 ............ „ ............. J FT-I rn I - I i ............................................................................. ! ........................ ...........................................................................: I Tl I qTEMPERATURE PT AT ARV-2 1 PRESSURE TURBIDITY i I I I MV-1A MV-2A � MV-3A MV- I x 200mm,; 300mm x 200mm 3 j V-P4B rT 1 i 3B CV-P4B PG r,,vi f.. •;,:,, Trtissell,Teohftnl0 Sep,., KPF,F r« •" .aas-„' v�..,, F, -,,j; a: !, Rfiodes ,,,,: SJav Jose hlta" Rl�werCSgimbt8rp T�tP4sk; , Todd Graham - ,p .••,�. - ;, •,., .,�'�°-. '�'r" TrumseU "Flak�ri dtt° -Herslars�9�z JM AK ZS" BR;A K[ TG,EC FJ KH RRT OH TG JH 225 187 156 : 136 12S 125 70< 70 275 2q0 187 156 ` 3 18 8"I 2 :., 12 l Z i 52 C3 8` "� •: �2a4 $$0 3,40 ' ,77 o'ect management 6 2 4 d = S3,334 $3.334 1 4 2 2 $967 $967 2 4 6 6 $3,724 $3 724 :)cations 1 -.2 1 4 _ 6 6 4 .$4,673 $4,673 =lization,adsorptlon) 1 4 2 2 6 8 $4,745 $4,745 :atives 2 2 2 6 $2,374 $2,374 iatives 1 2 d 6 $2,343 $2,343 bits,data 8 10 8 $3,396 $3,39$ 4 3 4 6 $3,423 $3,423 an options 4 3 4 6 _ $3,423 $3,423 sm { F ! o act mana ement 4 2 4 4 $2,960 $2,960_ �sites 1 6 6 $�1,236 $1 236 4 10 20 $4,808 S4;808 ation to City 4 6 2 $2,084 $2,084 approval 3 3 4 $1,829 $1,829 ro'ect management 12 6 2 $3,580 $3,580 arameters 2 4 4 2 4 $2,796 $2 796 C,5,M,E;1 2 16 12 40 52 4 2 4 6 $19,618 $19 618 2 12 1 12 32 36 4 1 $ ' $14,821 $14,821 2 8 8 10 30 4 1 6 $9,707 $9,707 4 8 16 40 1 4 ''_ $7,783 $7,783 2 8 4 6 4 $4,186 $4,185 :al 2 2 $390 $800 $1,190 6 4 $1,096 $1,096 4 4 4 $1,916 $1,916 4 4 $1,372 $1,372 4 4 2 4 $2,460 $2,460 4 4 "- $1,292 $1,292 interpretation of.desi n 2 12 20 20 3210;774 $10,774 2 _ - 20 20 - $5,594 $800 $6,394 2 12 6 24 $4,436 $400 S4 836 "17 144 _ _s 111 182 24 172 '„ (;-".8...e'"_l 126' 36 74.v,.: 9 26 :, $C37,140 .' $2,000', $139,140,. r; ' ; r 0 33 = 0 u, 4 v„ ✓' t1 ` 56,434 $48 '69 . fit.. .., - - 2 4 $530 $40 $570 5 pre and post 8 12 $1,840 $60 $1,900 pre and post 8 12 $1,840 $60 $1,900 2 d 2 4 $2,224 $2,224 iachment 6 - $1,122 $1.122 EXHIBIT "B" Payment Schedule(Fixed Fee Payment) 1. CONSULTANT shall be entitled to monthly progress payments toward the fixed fee set forth herein in accordance with the following progress and payment schedules. 2. Delivery of work product: A copy of every memorandum, letter, report, calculation and other documentation prepared by CONSULTANT shall be submitted to CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such product, CITY shall identify specific requirements for satisfactory completion. 3. CONSULTANT shall submit to CITY an invoice for each monthly progress payment due. Such invoice shall: A) Reference this Agreement; B) Describe the services performed; C) Show the total amount of the payment due; D) Include a certification by a principal member of CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement; and E) For all payments include an estimate of the percentage of work completed. Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall approve the invoice, in which event payment shall be made within thirty (30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasons for non-approval and the schedule of performance set forth in Exhibit "A" may at the option of CITY be suspended until the parties agree that past performance by CONSULTANT is in, or has been brought into compliance, or until this Agreement has expired or is terminated as provided herein. 4. Any billings for extra work or additional services authorized in advance and in writing by CITY shall be invoiced separately to CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement. Exhibit B a /Y 270425 DATE(MMIDDYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 11/15/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Deanna Horgan NAME: 9 Commercial Lines-(949)225-6900 PHONE 949-783-7627 FOX 866-310-3793 A/C No ExtJ: AIC No Wells Fargo Insurance Services USA, Inc.-CA Lic#:OD08408 E-MAIL ADDRESS: Deanna.Horgan@wellsfargo.com 9Hor wellsfar o.com 2030 Main Street,Suite 200 INSURERS AFFORDING COVERAGE NAIC# Irvine,CA 92614-7253 INSURERA: First Specialty Insurance Corporation 34916 INSURED INSURER B: Atlantic Specialty Insurance Company 27154 Pacific Advanced Civil Engineering, Inc. Navigators Insurance Company 42307 INSURER C: 9 p y 17520 Newhope Street INSURER D: Companion Property and Casualty Ins CO 12157 Suite 120 INSURER E: Arch Specialty Insurance Company 21199 Fountain Valley,CA 92708 INSURER F: COVERAGES CERTIFICATE NUMBER: 6885585 REVISION NUMBER: See below THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INS D POLICY yNUMBER r ♦c+(MMMfDDDD1/'YYYY MMIDD/YYYY A GENERAL LIABILITY IRG 612AW �`ED AS Rx M 04/30/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 CLAIMS-MADE J OCCUR 17 N4_Y J L�S II MED EXP(Any one person) $ Excluded .PI.. „R;iV ill PERSONAL&ADV INJURY $ 1,000,00000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PE O LOC $ B AUTOMOBILE LIABILITY 7100322160001 04/30/2013 04/30/2014 COMBINED SINGLE LIMIT 1,000,000 Ea accident $ X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ C UMBRELLA LIAB X OCCUR LA13EXC7534371V 04/30/2013 04/30/2014 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED I I RETENTION$ $ TwOR TS WORKERS COMPENSATION X YT MI OTR D AND EMPLOYERS'LIABILITY YIN CPCA16893 03/02/13 03/02/14 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? ❑Y NIA CPAZ16892 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ E Professional/Pollution CPPOO55298-00 06/29/2013 04/30/2014 Per Claim$1,000,000 Liability Aggregate$2,000,000 RetrO Date 1/1/95 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) The City of Huntington Beach is named as Additional Insured with primary wording as respects operations of the named insured where required by written contract,per endorsement(s)attached. CERTIFICATE HOLDER CANCELLATION City of Huntington Beach SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Attn:James Wagner THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 2000 Main St. Huntington Beach,CA 92648 AUTHORIZED REPRESENTATIVE 9(— .+._ The ACORD name and logo are registered marks of ACORD ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA (Ed.04 84) We have the eight to recover our payments from anyone liable[of an injufy covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be 2.5 %of the California workers'compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description ANY PERSON OR ORGANIZATION FOR WHOM BLANKET WAIVER OF SUBROGATION THE NAMED. INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS WAIVER This endorsement changes the policy to which it is attached and is effective on the date is sued unless otherwise started. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Issued: 03/02/13 Effective Policy No. CPCA16893 Endorsement No.1 insured: Pacific Advanced Civil Engineering,Inc. Premium$INCL. Insurance Crampeny:Companion Property&Casualty Insurance Company Countersigned WC 04 03 06 (Ed.04 84) Q 2008 National Council on Compensation Insurance,Inc.. All Rights reserved. i THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. @VANTAGE FOR AUTOMOBILE This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The following schedule lists the coverage extensions provided by this endorsement. Refer to the individual provi- sions to determine the extent of your coverage. SCHEDULE OF COVERAGE EXTENSIONS 1. Additional Insured By Contract 12. Employee Hired Autos 2. Airbag Discharge 13. Fellow Employee Exclusion 3. Auto Theft Reward 14. Glass Repair—Waiver of Deductible 4. Blanket Waiver of Subrogation 15. Hired Auto Physical Damage Coverage 5. Bodily Injury Redefined—Mental Anguish 16. Lease Gap Coverage S. Broad Form Named Insured 17. Liability Coverage—Supplementary Payments 7. Communications Equipment 18. Newly Formed or Acquired Organizations 8. Diminution in Value 19. Physical Damage—Transportation Expenses 9. Drive Other Car—Executive Officers 20. Rental Reimbursement—Private Passenger 10. Duties In The Event of Accident,Claim,Suit or Loss Vehic21 Towinges An Covered Auto 11. Employe as As Insureds 1. ADDITIONAL INSURED BY CONTRACT The Who Is An insured provision under SECTION II—LIABILITY COVERAGE is amended to include as an additional"insured" any person or organization with whom you agreed in a written contract,written agreement or permit,to provide insurance such as is afforded under this Coverage Form. Such person or organization is an"insured"only with respect to liability for"bodily injury' or"property damage" caused,in whole or in part by your maintenance,operation or use of your covered"autos". With respect to the insurance afforded to these additional"insureds",this insurance does not apply: a. Unless the written contract or agreement has been executed or the permit has been issued prior to the "bodily injury"or"property damage"; b. To any person or organization included as an"insured"by endorsement or in the Declarations;or c. To any lessor of"autos"when their contract or agreement with you for such leased"auto"ends. i 2. AIRBAG DISCHARGE If you purchased physical damage coverage for a covered "auto' under this policy, we will pay to reset or re- place an airbag that accidentally discharges without the gehicieybeing es if Ithe a�ba in an is not aoveredeunderle applies to this additional coverage. However, this covers a onl app 9 t manufacturers warranty and you did not intentionally cause the airbag to discharge. , f 3. AUTO THEFT REWARD We will pay up to a$2,000 reward in the event of a covered loss,for information leading to the arrest and con- I viction of anyone stealing a covered"auto".A reward will not be paid to you,a family member,employee or any public official while performing their duty. 4. BLANKET WAIVER OF SUBROGATION The Transfer Of Rights of Recovery Against Others To Us condition under SECTION IV— BUSINESS AUTO CONDITIONS,paragraph A.LOSS CONDITIONS is replaced by the following: We will waive any right of recovery we may have against any person or organization because of payments we on of a covered"auto"when you have assumed liability for make for injury or damage arising out of the operati n "insured contract", provided the contract is in writing and such "bodily injury" or"property damage" under a executed prior to the"bodily injury"or"property damage". 5. BODILY INJURY REDEFINED—MENTAL ANGUISH i. The definition of"bodily injury"under SECTION V—DEFINITIONS is replaced by the following: "Bodily injury"means bodily injury,sickness, or disease sustained by a person,including mental anguish or death resulting from any of these at any time. Page 1 of 5 VCA 20101109 Includes copyrighted material of Insurance Services Office,Inc. j Copyright 2U04,!!!!!!!!!!!!!!!!!!!!!!!!!!!I11lII11!Itl!!t!!!!!!!! 1 i COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL .INSURED - OWNERS, LESSEES OR CONTRAGTORS -. AUTOMATIC: STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE.PART A. Section II —Who Is An Insured is amended to B. With respect to the insurance. afforded to these include as an additional insured any person or or- additional insureds, the following,additional exclu- ganization for whom you are performing operations. sions apply when you and such person or organization have This insurance does not apply to: agreed in writing in a contract or agreement that such person or organization be added as an addi- 1. "Bodily injury", "property.damage" or"personal tional insured on your policy. Such. person or or- and advertising injury"arising out of the render- ganization is an: additional insured only with re- ing of, or the failure to render, any professional spect to liability for "bodily injury", "property architectural, engineering or surveying sec- damage" or "personal and advertising injury' vices,including: caused,in whole or in part,by: a. The preparing,approving, or failing to pre- 1 Your acts or omissions;or pare or approve, maps, shop drawings, 2. The acts or omissions of those acting on your opinions, reports, surveys, field orders, behalf; change orders or drawings and specifica- tions;or in the performance of your ongoing operations for b. Supervisory, inspection, 'architectural or the additional insured. engineering activities. A person's or organization's status.as an additional 2. "Bodily injury" or "property damage" occurring; insured. under this endorsement ends when your after: operations for that additional insured are com- a. All work, includingmaterials parts or equip- pleted. ment furnished in connection with such work, on the project (other than service, maintenance or repairs);to be performed by or on behalf of the additional insureds)at the location of the covered operations has been completed; or b. That portion of"your work"out of which the injury or damage arises has been put to its in use by any person or organization other than another contractor or subcontrac, tot engaged in performing operations'for a principal as a part of the same project. CG 20 33 07 04 ©ISO Properties, Inc.,2004 Page 1 of 1 O First Specialty Insurance Corporation PRIMARY AND NON-CONTRIBUTING INSURANCE (Third-Party) i THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM RAILROAD PROTECTIVE LIABILITY COVERAGE FORM Section IV: Conditions, Other Insurance, and all subparts thereof, as contained in the policy is deleted in its entirety and replaced with the following condition as respects the Third Party shown below: Section IV: Conditions Other Insurance: With respect to the Third Party shown below,the insurance provided by this policy shall be primary and non- contributing insurance. Any and all other valid and collectible insurance available to such Third Party in respect of work performed by you under written contractual agreements with said Third Party for a loss covered by this policy,shall in no instance be considered as primary,co-insurance,or contributing insurance. Rather, any such other insurance shall be considered excess over and above the insurance provided by this policy. The Third Party to whom this endorsement applies is: Absence of a specifically named Third Party above means that the provisions of this endorsement apply "as required by written contractual agreement with any Third Party for whom you are performing work." All other terms and conditions of this policy shall remain unchanged. This endorsement forms a part of the,policy to which attached,effective on the inception date of the policy unless otherwise stated herein. Policy Number: I RG200121500 Named Insured: Pacific Advanced Civil Engineering, Inc. Endorsement Effective Date: 04/30/2013 FSIC 33513 0611 Includes copyrighted material of Insurance Services Office,Inc.with its permission. Page I of I POLICY NUMBER: IRG200121500 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURE® - OWNERS, LESSEES OR CONTRACTORS - (FORM 13) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional in- sured on your policy. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work"for that insured by or for you. CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984 Page 1 of 1 0 City ®f Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 s _ (714) 536-5227 ♦ www.huntingtonbeachca.gov fe:.Jl 7999 A � Office of the City Clerk e Joan L. Flynn, City Clerk February 27, 2014 Pacific Advanced Civil Engineering, Inc. Attn: Andrew Komor, PE 17520 Newhope Street, Ste. 200 Fountain Valley, CA 92708 Dear Mr. Komor: Enclosed for your records is a copy of"Professional Services Contract Between the City of Huntington Beach and Pacific Advanced Civil Engineering, Inc. for Well 9 Hydrogen Sulfide Odor Reduction/Removal Project." Sincerely, Joan L. Flynn, CMC City Clerk JF:pe Enclosure Sister Cities: Anjo,Japan ♦ Waitakere, New Zealand