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09-1208_LAWSON & ASSOCIATES GEOTECHNICAL CONSULTING, INC._Personal Services AgreementPERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this day of LaAW009, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and Lawson & Associates Geotechnical Consulting, Inc. (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to analyze subsurface geology of the service road to the 760S reservoir, and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit "A," described as Consultants Proposal to Provide a Geotechnical Subsurface Evaluation and Monitoring Program for the Existing South Terminal Reservoir Access Road and Reservoir Pad, date November 17, 2009, attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall commence on the effective date of this Agreement and services required hereunder shall continue until notified that said services are no longer required, subject to notice of termination per the terms of section 15. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed $14,250 as the total contract amount, including expenses, as set forth in Exhibit "A," attached and incorporated herein by reference. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Chan es to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that. (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. 2 Section S. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law; E -Verify. 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at.http://www.uscis.gov, or access the registration page at httpsJ/www.vis-dhs.com/emplloyerregistration. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. M Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in anyway connected with the negligence, recklessness and/or intentional Wrongful conduct. of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks associated with the work contemplated by this agreement. If a Commercial General GI Liability Insurance form or other form with a general aggregate limit is used,either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.00). 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant, or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 5 14.7 Terms of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery" of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Joe Tait, Interim Utilities Director To Consultant: Lawson & Associates Geotechnical Consulting, Inc. 1319 Calle Avanzado San Clemente, CA 92673-6351 Attn: Tim Lawson, Principal Engineer/ Geologist Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. 1.1 Section 1 S. Dispute Resolution In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. APPROVED AS TO FORM: Omar Sandoval, City Attorney CITY OF SAN JUAN CAPISTRANO By: Jo Tait, A ting City Manager CONS ANT By: Tim Lawson, Principal Engineer / Geologist 7 Lawson & Associates Geotechnical Consulting, Inc. ................... . November 3.7, 2009 Mr. Eric .Bauman City of San Juan Capistrano 32404 Paseo Adelanto San Tuan Capistrano, CA 92675 Subject: Proposal to Provide a the Existing South Te, Capistrano, California .Introduction Project No. 091109-01 Geotechnical Subsurface Evaluation and Monitoring Program , far ininal Reservoir Access Road and Reservoir Pad, City of San Juan In accordance with your request, Lawson & Associates Geotechnical Consulting, Inc. (LGC) has prepared this proposal to provide a geotechnical subsurface evaluation and monitoring program for the existing south terminal reservoir access road and reservoir pati, City of San Juan Capistrano, California. The roadway was constructed in 2044/2005 and is underlain by fill which is in turn underlain by alluvium or bedrock. The central portion of the access road has fill slopes on either side, as the roadway sits atop a prism of till. The fill is up to 80 feet deep. During our recent site visit, numerous cracks were observed in the road and also in the upper reservoir pad. The cracks in the access road were observed to be on the order of 2 to 3 inches wide and they were observed to be parallel to the travel direction. The cracks in the reservoir pad were generally located parallel to the adjacent existing slope and/or radially around the existing reservoir. It is our understanding that utilities, including a 24 -inch diameter storm. drain, 16 -inch water line, and power lines, were installed within the access road in 2005. In 2007, the City filled the existing cracks in the access road using a rubberized crack sealer. Since this time, some of the filled cracks have reopened and additional new cracks have formed. Based on our observations during the site visit, our preliminary understanding on how the roadway was constructed, and our experience working in relatively large fill slopes, it -.is our opinion that the observed distressed is from slo e cree . That is, the primary cause of distress is associated with lateral movement of the underlying fill materials rather than vertical settlement of the fill, backfill or alluvium, or bedrock heave. However, we will still perforin a limited subsurface evaluation of the onsite materials to evaluate if vertical settlement of till, backfill, and alluvium may be contributing, but are not the primary cause of the observed distress. The key to confirming that slope creep is the primary cause is to design, install, and monitor a lateral cracking monitoring system. 1319 Calle Avanzado a San Clemente • CA 92673-6351 a (949) 369.6141 Q Fax (949) 369-6142 I:1031110-1 II�Y� The purpose of our work will be to evaluate the existing subsurface soil and assess their engineering characteristics and to design, install, and monitor a lateral crack monitoring system at several locations along the access roadway. Scope of Services The following includes the scope of our geotechnical services for the proposed project. • Review of readily available historic aerial photographs and geotechnical maps and publications related to the construction of the roadway and reservoir pad. • Coordination and mobilization for subsurface exploration, including geotechnical site reconnaissance and proposed boring mark -out. Since our proposed borings will be located on private property, the City will be responsible to locate and mark all subsurface utilities. We assume no responsibility for damage to unmarked utility lines. Additionally, we will need copies of the "as -built" utilities at the site. Subsurface exploration consisting of 6 hollow stem -auger borings drilled to a maximum depth of approximately 90 feet. Two of the hollow stem borings will be drilled through the existing fill and into the alluvial materials below. These 2 deep borings will be located within the areas of the access road where the most cracks are present. The goal of the 2 deep borings is to collect relatively undisturbed and bulk samples of the existing fill and alluvium in order to evaluate their engineering characteristics. The remaining 4 borings will be drilled to a maximum depth of 10 feet (or a minimum of 4 feet above the top of the existing utilities) within the limits of the existing utility line backfill. The goal of these borings is to collect samples of the backfill materials to determine their engineering characteristics. An engineer or geologist from our office will be onsite to coordinate the work, collect samples, and log the borings. The borings will be backfilled with the drill cuttings and will be patched with cold -mix asphalt. Some settlement of the borings should be expected. • Relatively undisturbed samples and bulk (disturbed) samples will be obtained from the borings for further classification and laboratory testing. The laboratory testing will likely include in-place moisture and dry density, maximum density, consolidation characteristics, expansion/collapse potential, relationship between optimum moisture content and maximum dry density and relative compaction. • Design, install, and monitor a lateral crack monitoring system. which will be installed at 5 locations along the access roadway and 2 locations on the reservoir pad. At each location a series of the "nails" will be installed perpendicular to the direction of travel from curb to curb. Given that the access road is approximately 20 feet wide, a total of 7 "nails" will be set at each location spaced approximately 3 feet apart. The spacing of the "nails" on the reservoir pad will be determined in the field. As an option, these trails will be monitored using a steel surveyors tape by LGC every two months for a total period of one year. Additionally, each time the lateral locations of the "nails" are determined, we will also perform a manometer survey to indicate the relative elevation of the 7 "nails" with respect to each other. This will provide relative information on lateral and vertical movement of each series of "nails". • Compilation and geotechnical analysis of the data obtained from our field exploration, laboratory testing and lateral and vertical crack monitoring system, including future recommendations for repair of the existing roadway. • Description of the site geology, subsurface soil conditions, engineering characteristics, and groundwater conditions including material type and relative compaction of the existing fill and utility line backfill. • Discussion of laboratory test results. Project No. 091109-01 Page 2 November 17, 2009 • Geotechnical interpretation and analysis of all data collected and a report discussing our findings and conclusion regarding the observed distress and the cause of it. • Provide recommendations options in order to repair the existing roadway and reservoir pad (this may occur prior to survey, at your request). • Meet with you to discuss our initial evaluation and then again after the conclusion of the monitoring period (2, two-hour meetings). Assumptions Please note that the following assumptions have been made: 1. The subsurface excavations will be performed within a City owned property. LGC will obtain an encroachment permit ($200); 2. if obvious contaminants or signs of pollution are found during the course of the subsurface exploration, additional costs may be incurred to dispose of the contaminated soils and to properly backfill and seal the borings; and 3. Not subject to prevailing wage rates. If any of these assumptions are invalid, our fees shall be adjusted accordingly. Schedule We will begin our work once we receive the authorization to proceed. The field exploration will be cornpleted as soon as the appropriate equipment is available, and the laboratory testing will be completed approximately one to two weeks following the fieldwork. Our geotechnical analyses and report preparation will be completed approximately two weeks after the final set of data is collected from the lateral crack monitoring system and the manometer surveys. We will provide verbal updates to the project team members as our work progresses. Cost We propose to perform the above-mentioned services on a time -and -material basis in accordance with our attached 2007 Professional Fee Schedule for an estimated amount of Fourteen Thousand Two Hundred Fifty Dollars ($14,250.00). A budget breakdown of our cost is provided on the following page. Project No. 091109-01 Page 3 November 17, 2009 `stfr aLr d Costor Geoteehnical Services If requested, LGC can provide data collection services associated with the vertical and lateral crack monitoring system. iWonal Services Task Task Estimated Cast m Subsurface Exploration (0 Hollow -Stern Auger Borings) including Site 7,000.00 Reconnaissance$5,250.00 Laboratory Testing T - $ 2,500.00 ® Geotechnical Analyses of .rata Collected, Meetings, and Geotechnical Letter -Report _ $ 5,500.00 Encroachment Permit and Setup of Survey Points _ � 1,000.00 _. T0T.AL: $14,250.00 If requested, LGC can provide data collection services associated with the vertical and lateral crack monitoring system. iWonal Services Closure If this proposal meets with your approval, please provide us with the necessary work authorization. We will be prepared to start work immediately upon receiving your written authorization. Our proposed services will be performed to the general standard of care of geotechnical consulting in Southern California; no other warranty is expressed or implied. If you should have any questions, please do not hesitate to contact our office. We appreciate this opportunity to be of service. Sincerely, LA WSON & AASS®CIATF-S GE, OT 'C LAICAL CONSULTING, INC. 'rim Lawson, GE, CEG Principal Engineer/Geologist DJBITJLIsee Attachment: 2007 Professional Fee Schedule Distribution: (2) (addressee: Project No. 091109-01 pgge -1 November 17, 2009 Task Estimated Cost Lateral and Vertical Crack Monitoring Program --Every 2 Months for 1 Year ( Sets) 7,000.00 Closure If this proposal meets with your approval, please provide us with the necessary work authorization. We will be prepared to start work immediately upon receiving your written authorization. Our proposed services will be performed to the general standard of care of geotechnical consulting in Southern California; no other warranty is expressed or implied. If you should have any questions, please do not hesitate to contact our office. We appreciate this opportunity to be of service. Sincerely, LA WSON & AASS®CIATF-S GE, OT 'C LAICAL CONSULTING, INC. 'rim Lawson, GE, CEG Principal Engineer/Geologist DJBITJLIsee Attachment: 2007 Professional Fee Schedule Distribution: (2) (addressee: Project No. 091109-01 pgge -1 November 17, 2009 Lawson & Associates Geotechnical Consulting, Inc. 2007 PROFESSIONAL FEE SCHEDULE GEOTECHNICAL SERVICES Professional Billing Rate (per hour) WordProcessing...................................................................... TechnicianI.............................................................................. CADOperator.......................................................................... Senior Field Technician........................................................... Technician/SeniorTechnician Prevailing Wage- .................... Staff Engineer/Geologist............ .......... .................................... Senior Staff Engineer/Geologist/Scientist ............................... Field Supervisor/Operations Manager ..................................... Project Engineer/Geologist..........._.......................................... Associate Engineer/Geologist................................................. Principal Engineer/Geologist................................................... Engineering Equipment Vehicle Usage ............................................ Tiltmeter, Inclinometer Vibration Monitor Nuclear Soil Gauge .................................... Water Level Sounder .................................. Portable Generator ..................................... Manometer ................................................. Other Monitoring Equipment ..................... Terris and Conditions ........................... $ 45.00 60.00 ................................... 65.00 .. ............ ............. I ...... . 85.00 ................................... 85.00 ................................... 85.00 ................................. 100.00 ................................. 1.05.00 ......................._...... - 110.00 ................... 130.00 ..... 170.00 $ 10.00/per hour ..... 60.00/per day .... 75.00/per day ..... 50.00/per clay 50.00/per day ..... 50.00/per day ..... Upon Request + Expert witness testimony, depositions, or mediation conferences, will be billed at 2.0 times the basic billing rate, portal to portal. + All geologists, engineers, and technicians will be billed at time -and -a -half for overtime. a Invoices are rendered monthly, payable upon receipt. + A retainer of 50 percent of the fee is required for projects with a total estimated fee of $5,000.00 or less. The balance is due upon report delivery. + Proposals are valid for 30 days, unless otherwise stated. s Heavy equipment, subcontractor fees and expenses, supplemental insurance, travel, shipping, reproduction, and other reimbursable expenses will be invoiced at cost, plus 20 percent, unless billed directly to, and paid by the Client. + 30 percent of the fee for field studies will be invoiced immediately upon authorization to cover equipment and mobilization costs. + Client agrees to provide all information in Client's possession about the actual or possible presence of buried utilities and hazardous materials on the site, and agrees to reimburse LGC for all costs related to their unanticipated discovery. 1319 Calle Av►anzado • Sari Clemente • CA 92673-6351 a (949) 369-6141 • Fax (949) 369-6142 Laboratory Char -es Test MoistureContent......................................................... Moisture and Density (ring samples) .......................... Moisture and Density (shelby tube) ............. Maximurn Dry Density (optimum moisture content).. Maximum Density Checkpoint ................................... Specific Gravity — Fine Aggregate .............................. Specific Gravity — Coarse Aggregate .......................... SieveAnalysis............................................................. Hydrometer Analysis .................................................. Sieve and Hydrometer Analysis ......... .............. I ... ....... Percent Passing No. 200 Sieve ............... Liquid Limit and Plastic Limit Rate ................................................................. $ 10.00 .................................................................... 20.00 .......................................................................... 60.00 ........................................................................ 150.00 .......................................................................... 75.00 .......................................................................... 85.00 .......................................................... 80.00 70 00 ...................................... Liquid Limit — Non Plastic (1 pt) .................................................. SandEquivalent........................................................................... Expansion Index ........................................................................... Direct Shear (shear rate of 0.05 in./resin.)..................................... Direct Shear (shear rate of lower than 0.05 in./min.) ... ........ :....... Single Point Shear ................ .'.... ................................................... Consolidation (w/o time rate) ....................................................... w/time rate, add (per increment) ........................................... w/extra load, add (per load) .................................................. CollapseTest .............................. .................................. --- :........ R -Value (untreated)...................................................................... R -Value (treated).......................................................................... CBR (untreated) per point.. .......................... — ............................. SulfateContent ............................................................................. ChlorideContent ............... ..:......................................................... pHand Resistivity....................................................................... Caltrans 216 Compaction............................................................. ..................................................... 105.00 ...........— ................1.1....I............... 150.00 ....................................................... 55.00 .......................................... 115.00 ....................................................... 80.00 ....................................................... 80.00 ..... ................................... ..... I ..... .. 145.00 ..................................................... 250.00 ..................................................... 290.00 ................... ................. I.................. 90.00 ....... ...... ........................ o................ 185.00 ....................................................... 45.00 ... ... ...... —........................................ 40.00 ........................................:............ 100.00 .................... ......... — ... ............... 275.00 ................................................. 300.00 .......................... I. ...... ............... 175.00 ....................................................... 50.00 ....................................................... 50.00 .............................................. 175.00 .................................................... 200.00 Triaxial testing, residual shear testing, permeability, abrasion, and special testing will be charged at hourly rates. Materials testing fees and additional laboratory testing fees will be provided upon request. Laboratory samples will be retained for 60 days. A monthly storage fee of $3.00 per bag/$1.00 per ring will be assessed if longer storage is required. Weekend testing and RUSH tests may be provided to Clients upon requests and additional charges will be determined on a project -by -project basis. Today's Date: December 3, 2009 Transmittal Routing (Check All That Apply) ❑ City Attorney ® City Manager ® City Clerk roTel k, III dl ■ ► 1 CIP No, (if any): Project Manager's Last Name: Bauman Phone Extension: 4312 Council or CRA Meeting ©ate (if applicable): APPROVING AUTHORITY: (Check One) Mayor CRA Chair Z. City Manager Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded — only (1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement — unless the mailing address is included within the body of the agreement: Names Street City St Zip Lawson & Associates OTHER INSTRUCTIONS: Form Gate: 01-2004 D - 7 32400 PASEq ADEL.ANTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-1171 (949) 493-1053 FAX lvww.sanyuancapstrano. org im Lawson & Associates Geotechnical Consulting, Inc. Attn: Tim Lawson, Principal Engineer/Geologist 1319 Calle Avanzado San Clemente, CA 92673 DATE: December 8, 2009 MEMBERS OF THE CITY COUNUL FROM:. Christy Jakl, Administrative Specialist, City Clerk's Office (949) 443-6310 SAM ALLEVATO LAURA FREESE THOMAS W. HRiBAR MARK NIELSEN DR. LONORES USO RE: Personal Services Agreement — Analyze Subsurface Geology 760S Reservoir Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance, Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 4436310. If you have questions concerning the agreement, please contact Eric Bauman, Utilities Engineer at (949) 487-4312. An original agreement is enclosed for your records. Cc: Eric Bauman, Utilities Engineer Satz ..duan Capistrano: Tresea-ving the Fast to Enhance the Future 0 Printw on 100 recyded gaper