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Home My WebLink About2004.02.03_OPWA AgendaTYPE OF MEETING: Regular DATE: February 3, 2004 TIME: 6:30 p.m. PLACE: ding ACE: Couned 11 Chambers, Old Central Bull 109 N. Birch Notice and agenda filed in the office of the City Clerk and posted at City Hall at 5:00 p.m. on Friday, January 30, 2004. U ia Juliann M. Stevens, Administrative Assistant 1. Call to Order Chairman Cochran 4. Consideration and appropriate action relating to a request for approval of the Consent Agenda. All matters listed under "Consent" are considered by the Trustees to be routine and will be enacted by one motion. Any Trustee may, however, remove an item from the Consent Agenda by request. A motion to adopt the Consent Agenda is non-debatable. A. Approval of the Minutes of the January 20, 2004 Regular Meeting. Attachment #4-A I I !,,%gdzm.0P WA\2004\020304 doc Owasso Public Works Authority February 3, 2004 Page 2 B. Approval of Claims. Attachment #4 -B 5. Consideration and appropriate action relating to a request for Trustee approval of an agreement for engineering services for a Wastewater master Plan Update and authorization for the Chair to execute all related documents. Mr. Carr Attachment #5 Staff will recommend Trustee approve an agreement for engineering services for a Wastewater Master Plan update with Greeley and Hansen, LLC of Chicago, Illinois in the amount of $ 125,000 and authorize the Chair to execute all related documents. b. Report from OPWA Manager. i. Report from OPWA Attorney. 8. New Business. (New Business is any item of business which could not have been foreseen at the time of posting of the agenda.) 9. Adjournment. 11 Age ,,AaslOPVVAi2004\02030 -1.doc WTT7�SY07f MINUTES OF REGULAR MEETING Tuesday, January 20, 2004 The Owasso Public Works Authority met in regular session on Tuesday, January 20, 2004 in the Council Chambers at the Owasso Community Center per the Notice of Public Meeting and Agenda posted on the City Hall bulletin board at 5:00 p.m. on Friday, January 16, 2004. ITEM 1. CALL TO ORDER Chairman Cochran called the meeting to order at 7:21 p.m. ITEM 1 FLAG SALUTE The flag salute was held during the City Council meeting preceding this meeting. ITEM 3. ROLL CALL PRESENT ABSENT Gary Cochran, Chair Susan Kimball, Vice Chair Steve Cataudella, Trustee Craig Thoendel, Trustee REM STAFF Rodney J. Ray, Authority Manager Ronald Cates, Authority Attorney YEA: Cataudella, Kimball, Thoendel, Cochran NAY: None Motion carried 4-0. Owasso Public Works Authority January 20, 2004 I= ITEM 6o REPORT FROM OPWA ATTORNEY None ITEM 7. NEW BUSINESS am, Ms. Kimball moved, seconded by Mr. Thoendel, to adjourn. YEA: Cataudella, Kimball, Thoendel, Cochran NAY: None Motion carried 4 ®0 and the meeting was adjourned at 7:23 p.m. Pat Fry, Minute Clerk N Gary Cochran, Chair OPWA CLAIMS TO BE PAID 02/03/04 VEND DR DESCRIFIlDh AMOUNT TREASURER PETTY CASH DEPOSIT REFUND 22.67 ROBERTS HOMES REFUND 400.00 REFUND TOTAL 422.67 ADMIRAL EXPRESS OFFICE SUPPLIES 71.97 OFFICE DEPOT OFFICE SUPPLIES 6.87 WAL -MART COMMUNITY OFFICE SUPPLIES 14.05 LOWES COMPANIES REPAIR/MAINT SUPPLIES 60.48 WAL -MART COMMUNITY REPAIR /MAINT SUPPLIES 16.94 TREASURER PETTY CASH MAINT SUPPLIES 2.70 WAL ®MART COMMUNITY REPAIR/MAINT SUPPLIES 56.77 TREASURER PETTY CASH REIMB TRAVEL -CARR 149.00 ADMINISTRATION DEPT TOTAL, 378.78 DINKINS, TYRONE METER READINGS 189.90 MCLAURIN, OSCAR METER READINGS 241.65 OLINGHOUSE, DAVID R. METER READINGS 212.85 MEYER, MARK METER READINGS 210.60 HAMILTON, BRANDON METER READINGS 142.20 FARM PLAN REPAIR SUPPLIES 12.95 O'REILLY AUTOMOTIVE REPAIR/MAINT SUPPLIES 59.84 TECHNICAL PROGRAMMING SERVICES BILLING SERVICE 2,648.58 OK MUNICIPAL LEAGUE TRAINING - BISHOP 85.00 UTILITY BILLING DEPT TOTAL 3,803,57 WATER PRODUCTS REPAIR/MAINT SUPPLIES 1,256.89 T -SHIRT EXPRESS ETC WORK CAPS 21.00 GEORGE & GEORGE SAFETY PROTECTIVE CLOTHING 25.13 UNIFIRST CORPORATION UNIFORM RENTALS 39.74 LOCKE SUPPLY REPAIR/MAINT SUPPLIES 3.82 LOWES COMPANIES MAINT SUPPLIES 5.88 WATER PRODUCTS REPAIR/MAINT SUPPLIES 692.20 BROWN FARMS SOD SOD 265.00 WATER PRODUCTS METER REPLACEMENTS 243.76 LOWES COMPANIES HAND SHOVEL 5.86 CITY OF TULSA UTILITIES SERVICES PURCHASED WATER 127,272.68 NATIONAL POWER WASH VEHICLE WASHING 10.00 B & B ELECTRIC MOTOR REPAIR 331.54 TREASURER PETTY CASH VEHICLE WASH 3.00 SOUTHWESTERN BELL REPAIR/MAINT SERVICE 880.50 SOUTHWESTERN BELL NON-PLEXAR 72.72 DEPT OF ENVIRONMENTAL QUALITY WATER LICENSE TESTING- STEVENS 40.00 DEPT OF ENVIRONMENTAL QUALITY WATER PERMIT 150.00 TREASURER PETTY CASH LICENSE FEE - CHANDLER 66.50 WATER DEPT TOTAL 131,386.22 OFFICE DEPOT OFFICE SUPPLIES 68.88 YEN-OOR �8�� VVALMARTCOMMUN|TY MA|NTSUPPL|ES 32.18 T-SHIRT EXPRESS ETC WORK CAPS 21.00 GEORGE & GEORGE SAFETY PROTECTIVE CLOTHING 25.13 UN|F|RSTCORPORAT|ON UNIFORM RENTALS 58.40 BAILEY EQUIPMENT REpA|FVMA}WTSUPPL|ES 78.54 ERM| INC BETHANY TECH CENTER SLUDGE ANALYSIS 924.16 SHERRYLA9ORATOR|ES AMMONIA ANALYSIS 180.00 WASTE MANAGEMENT OFUKLA TIPPING FEES 1.250.18 WW TREATMENT PLANT DEPT TOTAL 2,038.39 FARM PLAN SUPPLIES 3.98 MILL CREEK LUMBER &SUPPLY CHEMICALS 23.96 T-SHIRT EXPRESS ETC WORK CAPS 21.00 GEORGE & GEORGE SAFETY PROTECTIVE CLOTHING 25.13 UN|F|RGTC(JRPORAT|UN UNIFORM RENTALS 82.10 CROW BURL|N8AK8E REPA|R/MA|NTSUPPL|ES 28.47 CLIFFORD POWER SYSTEMS BATTERY CHARGER 338.70 CLIFFORD POWER SYSTEMS LIFT STATION HEATERS 313.05 WATER PRODUCTS REPA|R/MA|NTSUPPL|ES 107.99 SEWER EQUIP GOOFAMERICA JETTER CLEANING NOZZLE 146.48 OKLAHOMA NATURAL GAS 01/04 USE 492.73 NATIONAL POWER WASH VEHICLE WASHING 10.00 LENOX WRECKER SERVICE TOWING SERVICE 140.00 LOT MAINTENANCE GREASE REMOVAL-LIFT STATION 1.200.00 EQUIPMENT ONE RENTALS 188.00 SOUTHWESTERN BELL NON-PLEXAR 122.61 WASTEWATER DEPT TOTAL T-SHIRT EXPRESS ETC WORK CAPS 21.00 GEORGE & GEORGE SAFETY PROTECTIVE CLOTHING 25.13 UN|F|RSTCORPDRAT|[>N UNIFORM RENTALS 52.90 CROWBURL|NGAME PARTS 51.98 NATIONAL POWER WASH VEHICLE WASHING 95.00 TREASURER PETTY CASH TRUCK RENTAL 200.00 WASTE MANAGEMENT 0FOKLA TIPPING FEES 5.849.09 REFUSE DEPT TOTAL 6.295.16 UN|F|RSTC[}RPORAT|ON UNIFORM RENTALS 13.80 WASTE MANAGEMENT OFOKLA TIPPING FEES 721.35 WASTE MANAGEMENT OFTULSA RECYCLE COLLECTION 1.753.98 RECYCLE DEPT TOTAL 2'488.33 OPWA OPERATING FUND TOTAL 15071791 �� BANK ONE7RUSTCO NA FAP'01'0003-L 4.714.75 BANK ONE TRUST CDNA FAP-92-0107'L 23.964.00 BANK ONE TRUST C[> NA FAP'92'0107-L 2.880.83 BANK ONE TRUST CO NA ORF-01-0002'L 8.134.88 BANK ONE TRUST CO NA ORF-02-0017-L 9.970.79 BANK ONE TRUST CONA ORF-90'008-L 2.177.08 END DR DEB IP I �U�NT TREASURER PETTY CASH ELM CREEK NOTE OPWA SEWERLINE EXTENSION FUND TOTAL 25.738�38 22,160.45 23.887/0 2,250.68 2,104.01 15790.23 BANK ONE TRUST CONA 1Q07 REV BONDS 43,710.13 BANK ONE TRUST Q3NA 1998 REV BONDS 95.00.04 BANK ONE ATTN: CORPORATE TRUST FEE ADK8|N FEE-REV 1S97 206010 OPWA SALES TAX FUND TOTAL 14u,�o59.1r �� OWASSO PUBLIC WORKS AUTHORITY PAYROLL PAYMENT REPORT PAY PERIOD ENDING DATE 1/24/04 OVERTIME TOTAL DEPARTMENT' EXPENSES EXPENSES Wastewater 77.46 7,531.� Y! } W g 1 % } SUBJECT: AGREEMENT FOR ENGINEERING SERVICES WASTEWATER AS'T w'A WA` E ASS E PLAN UPDATE } ( 1XIM The City of Owasso currently collects and processes wastewater from an area that covers approximately 17 square miles and serves over 8,000 residential, business and industrial customers. The current wastewater collection system consists of over 100 miles of sanitary sewer line (ranging in size from 4 to 21 inches in diameter), 12 lift stations and a 3.3 million gallon per day (MGD) treatment facility. A Wastewater Master Plan was completed in 1997 to serve as a 20-year guide for developing the necessary facilities and improvements to satisfy wastewater collection and treatment needs for the existing and future service area. A key element of the plan was to provide for orderly infrastructure improvements, expansion and upgrading. The city has experienced growth in areas that were not covered in the 1997 master plan, however, and Public Works Department staff has identified various work items that are required to address immediate and future needs. As a result, an update of the plan is proposed to more adequately reflect current conditions and establish wastewater infrastructure requirements for a new 20 -year planning period. Key provisions in the planning process will provide the following elements: • GIS database with an inventory of the existing wastewater collection system and treatment facilities; • Hydraulic modeling of the existing system to provide a basis for evaluating and projecting operational improvements and include hands -on training of city staff in the procedures for maintaining and updating the model files; ® Future system expansion will be evaluated for planned development and projections for years 2010, 2020, and ultimate buildout conditions; and Page 2 Agreement for Engineering Services A Capital Improvement Plan will be recommended for collection system upgrades and expansion of treatment facilities. ENGINEERING PROPOSALS. Proposal packets reflecting the key elements were developed and advertised. Proposals were received on December 5, 2003 for the project. The following firms submitted: The following process was used for selection of firms to perform these engineering services: Upon comparison of proposals, the project team of Greeley and Hansen /Craig & Keithline was selected as the most "Qualified and Highly Responsive Finn". Their submitted man-hour projection and price proposal was reviewed and some discussion was held with them to develop a scope of work consistent with that submitted by the other firms. A lump sum fee proposal of $125,000 was submitted and an Agreement for Engineering Design Services was drafted in a standard format previously approved by the City Attorney. The project is divided into six (6) key work tasks as follows: Documentation of Needs Documentation of Current and Future Situation Collection System Model Development Development and Evaluation of Alternatives Page 3 Agreement for Engineering Services Report of Selected Plan Implementation Schedule/Capital Improvements Plan PROJECT SCHEDULE- The Wastewater Master Plan Document is to be completed by July 309 20040 The results should enable input of specific improvements in the FY05-06 budget. The wastewater master plan update is included in the FY03-04 OPWA Capital Improvements Account budget in the amount of $125,000. Staff recommends Trustee approval of an Agreement for Engineering Services for a Wastewater Master Plan Update with Greeley and Hansen, LLC (Chicago, Illinois) in the amount of $125,000 and authorization of the Chair to execute the document. 1. Engineering Services Agreement with Greeley and Hansen 'TFKE- and City of Owasso, Oklahoma THIS AGREE /TENT, made and entered into this ianuary 27, 2004 between the City.' of Owasso, Oklahoma, a INJUnicipal Corporation, of Oklahoma, hereinafter referred to as CITY, and nd Hansen LLC, hereinaf=ter referred to as ENGINEER; WITNESSETH: WHEREAS, CITY intends to update its wastewater system master plan, hereinafter referred to as the PROJECT; and, WHEREAS, CITY requires certain professional services in connection with the PROJECT, hereinafter referred to as the SERVICES; and, WHEREAS, ENGINEER, is prepared to provide such SERVICES; WHEREAS, funding is available for the PROJECT through the Capital Improvement Projects (FY 03 -04). NOW THEREFORE, in consideration of the promises contained herein, the parties hereto agree as follows: SCOPE OF PROJECT. The scope of the PROJECT is described in Attachment A, SCOPE OF PP.OJECT, which is attached hereto and incorporated by reference as part of this AGREEivIENT. 2. SERVICES TO BE PERFORMED BY ENGINEER. ENGINEER shall perform the SERVICES described in Attachment B, SCOPE OF SERVICES, which is attached hereto and incorporated by reference as part of this AGREEMENT. 3. CITY'S RESPONSIBILITIES. CITY shall be responsible for all matters described in Attachment C, RESPONSIBILITIES OF THE CITY, which is attached hereto and incorporated by reference as part of this AGREEMENT. 4. COMPENSATION. CITY shall pay ENGINEER in accordance with Attachment D, COMPENSATION, and further described in Attachment E, FEE /MANHOUR BREAKDOWN, which are attached hereto and incorporated by reference as part of this AGREEMENT. 5. SCHEDULE. ENGINEER shall perform the SERVICES described in Attachment B, SCOPE OF SERVICES, in accordance with the schedule set forth in Attachment F, SCHEDULE, attached hereto and incorporated by reference as part of this AGREEMENT. STANDARD OF PERFORMANCE. ENGINEER shall perform the SERVICES undertaken in a manner consistent with the prevailing accepted standard for similar services with respect to projects of comparable function and complexity and with the applicable laws and regulations published and in effect at the time of performance of the SERVICES. The PROJECT shall be designed and engineered in a .;,,RE = }4E . SCR �NGIflE�3!PIG ScP'i�;;E ,. good and workmanlike manner and in strict accordance with this AGREE_IENT. All engineering work shall be performed by or under the supervision of Professional Engineers licensed in the State of Oklahoma, and properly qualified to perform such engineering services, which qualification shall be subject to review by CITY. Other than the obligation of the ENGINEER to perform in accordance with the foregoing standards, no warranty, either express or implied, shall apply to the SERVICES to he performed by the ENGINEER pursuant to this AGREEMENT or the suitability of ENGINEER'S work product. LIMITATION OF RESPONSIBILITY, 7.1. ENGINEER shall not be responsible for construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the PROJECT. 7.2. The presence of ENGINEER's personnel at a construction site is for the purpose of providing to the CITY a greater degree of confidence that the completed construction work will conform generally to the construction documents and that the integrity of the design concept as reflected in the construction documents has been implemented and preserved by the construction contractors). 7.3. In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect total PROJECT cost and/or execution. These conditions and cost /execution effects are not the responsibility of ENGINEER. 7.4. Record drawings will be prepared, in part, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. 7.5. ENGINEER's deliverables, including record drawings, are limited to the sealed and signed hard copies. Computer - generated drawing files furnished by ENGINEER are for CITY or others' convenience. Any conclusions or information derived or obtained from these files will be at user's sole risk. 8. OPINIONS OF COST AND SCHEDULE. S.I. Since ENGINEER has no control over the cost of labor, materials, equipment, or services furnished by others, or over contractors', subcontractors', or vendors' methods of determining prices, or over competitive bidding or market conditions, ENGINEER'S cost estimates shall be made on the basis of qualifications and experience as a Professional Engineer. >G ZPIEV; FORSIIGIPiEERINGSERVICE AA 8.2. Since ENGINEER has no control over the resources provided by others to meet construction contract schedules, ENGINEER'S forecast schedules shall be made on the basis of qualifications and experience as a Professional Engineer. 9. LI ABILITY AND INDEMNIFICATION. 91. ENGINEER shall defend and inderxinify CITY from and against legal liability for damages arising out of the performance of the SERVICES for CITY, J including but not limited to any claims, costs, attorney fees, or other expenses of whatever nature where such liability is caused by the negligent act, error, or omission of ENGINEER, or any person or organization for whom ENGINEER is legally liable, Nothing in this paragraph shall make the ENGINEER liable for any damages caused by the CITY or any other contractor or consultant of the CITY. 92. ENGINEER shall not be liable to CITY for any special, indirect or consequential damages, such as, but not limited to, loss of revenue, or loss of anticipated profits. 10. CONTRACTOR INDE�JNIFICATION AND CLAIMS. 10.1, CITY agrees to include in all construction contracts the provisions of Articles 7.1, and 7.2, and provisions providing contractor indemnification of CITY and ENGINEER for contractor's negligence. 10.2. CITY shall require construction contractor(s) to name CITY and ENGINEER as additional insureds on the contractor's general liability insurance policy. 11. COMPLIANCE WITH LAWS. In performance of the SERVICES, ENGINEER shall comply with applicable regulatory requirements including federal, state, and local laws, rules, regulations, orders, codes, criteria and standards. ENGINEER shall procure the permits, certificates, and licenses necessary to allow ENGINEER to perform the SERVICES. ENGINEER shall not be responsible for procuring permits, certificates, and licenses required for any construction unless such responsibilities are specifically assigned to ENGINEER in Attachment B, SCOPE OF SERVICES. 12. INSURANCE. 12.1. During the performance of the SERVICES under this AGREEMENT, ENGINEER shall maintain the following insurance: 12.1.1. General Liability Insurance with hod,_1V injury limits, of not locg than $1,000,000 for each occurrence and not less than $1,000,000 in the aggregate, and with property damage limits of not less than $100,000 for each occurrence and not less than $100,000 in the aggregate. 12.1.2. Automobile Liability Insurance with bodily injury limits of not less than $1,000,000 for each person and not less than $1,000,000 for each accident and with property damage limits of not less than $100,000 for each accident. 12.13. Worker's Compensation Insurance in accordance with statutory requirements and Employers' Liability Insurance with limits of not less than $100,000 for each occurrence. AG; EE:bIEi47 - "CR ENGINEERING 3t2: %iCc AA 12.1.4. Errors and Omissions Insurance to remain in effect during the PROJECT and the term of any legal liability. Errors and Omissions coverage to be for a minimum of $1,000,000, deductibles subject to approval, 12.2. ENGINEER shall furnish CITY certificates of insurance which shall include a Provision that such insurance shall not be canceled without at least 30 days written notice to the CITY. 13, OWNERSHIP AND REUSE OF DOCUMENT-, . 13.1. All documents, including original drawings, estimates, specifications, field notes and data shall become and remain the property of the CITY. 13.2. CITY'S reuse of such documents without written verification or adaptation by ENGINEER for the specific purpose intended shall be at CITY'S risk. 14. TERMINATION OF AGREEMENT. 14.1. The obligation to continue SERVICES under this AGREEMENT may be terminated by either party upon fifteen days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party. 14.2. CITY shall have the right to terminate this AGREEItiIENT, or suspend performance thereof, for CITY'S convenience upon written notice to ENGINEER; and ENGINEER shall terminate or suspend performance of SERVICES on a schedule acceptable to CITY. In the event of termination or suspension for CITY'S convenience, CITY shall pay ENGINEER for all SERVICES performed to the date of termination in accordance with provisions of Attachment D, COMPENSATION. Upon restart of a suspended project, ENGINEER's contract price and schedule shall be equitably adjusted. 15. NOTICE. Any notice, demand, or request required by or made pursuant to this AGREEMENT shall be deemed properly made if personally delivered in writing or deposited in the United States mail, postage prepaid, to the address specified below. To ENGINEER: Kenneth V. Johnson Greeley and Hansen LLC 100 S. Wacker Drive, Suite 1400 Chicago, Illinois 60606 To CITY: CITY OF OWASSO, OKLAHOMA P.O. Box 180 Owasso, Oklahoma 7/4055 Attention: F. Robert Carr, Jr. '.GREE:N4ENT FOR ENGINEERING SERVICE AA 18.1. Nothing contained in this Article shall be construed to restrict the transmission of routine communications between representatives of ENGINEER and CITY. 16. UNCONTROLLABLE FORCES. Neither CITY nor ENGINEER shall be considered to be in default of this AGREE 'v,IENT if delays in or failure of performance shall be due to forces which are beyond the control of the parties; including, but not Iimited to: fire, flood, earthquakes, storms, lightning, epidermic, war, riot, civil disturbance, sabotage; inability to procure permits, licenses, or authorizations from any state, focal, or federal agency or person for any of the supplies, materials, accesses, or services required to be provided by either CITY or ENGINEER under this AGREEMENT; strikes, work slowdowns or other labor disturbances, and judicial restraint. 17. SEVERABILITY. If any portion of this AGREEMENT shall be construed by a court of competent jurisdiction as unenforceable, such portion shall be severed herefrom, and the balance of this AGREEMENT shall remain in full force and effect. 18. INTEGRATION AND MODIFICATION. This AGREEMENT includes Attachments A, B, C, D, E, F and represents the entire and integrated AGREEMENT between the parties; and supersedes all prior negotiations, representations, or agreements pertaining to the SCOPE OF SERVICES herein, either written or oral. CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEIVIENT. This AGREEMENT may be amended only by written instrument signed by each of the Parties. 19. DISPUTE RESOLUTION PROCEDURE. In the event of a dispute between the ENGINEER and the CITY over the interpretation or application of the terms of this AGREEMENT, the matter shall be referred to the City's Director of Public Works for resolution. If the Director of Public Works is unable to resolve the dispute, the matter may, in the Director's discretion, be referred to the City Manager for resolution. Regardless of these procedures, neither party shall be precluded from exercising any rights, privileges or opportunities permitted by law to resolve any dispute. 20. ASSIGNMENT. ENGINEER shall not assign its obligations undertaken pursuant to this AGREEMENT, provided that nothing contained in this paragraph shall prevent ENGINEER from employing such independent consultants, associates, and subcontractors as ENGINEER may deem appropriate to agq;gt FNC;TNFFR in the performance of the SERVICES hereunder. 21. APPROVAL. It is understood and agreed that all work performed under this AGREEMENT shall be subject to inspection and approval by the Public Works Department of the City of Owasso, and any plans or specifications not meeting the terms set forth in this AGREEMENT will be replaced or corrected at the sole expense of the ENGINEER. The ENIGINEER will meet with the City staff initiaM, and periodically thereafter and will be available for public meetings and /or City of Owasso presentations. A 3REE +Ei`1T FOR ENGINEERING SER710E AA 2?. KEY PERSONNEL. In performance of the SERVICES hereunder, ENGI"EEIZ has designated Joseph :VI, Gorgan as Project Manager for the PROJECT. ENGINEER agrees that no change will be made in the assignment of this position ticithout prior approval of CITY. IN WITNESS WHEREOF, the parties have executed this AGREEMENT in multiple copies on the respective dates herein below reflected to be effective on the date executed by the 1\Iayor of the City of Owasso. APPROVED: City Clerk APPROVED AS TO FORM: City Attorney _� ,'EN` FOR EN NNi a ;E, , r Greele and I- Iansen EL,C 4nneth V. Joh -is Principal Date f Ronald F. Martin Principal Date' Mayor Date M' Engineering Services City of Owasso, o ; Wastewater Master Plan Update 200". Scope of Project Attachment SCOPE OF PROIECT. The PI�Of ECT` shall consist of the project described as: The project consists of preparing a 20 -year wastewater master plan including the development of a Capital Improvements flan (CIP). The Master Plan will focus on needed improvements to the collection system and wastewater treatment plant. These documents will serve as a guide for the City to met the needs of development in the service area through construction of appropriately phased improvements throughout the planning period. Anticipated needs that may result from regulatory changes will be addressed to the extent possible at this time. Information included in the original master plan will be utilized to the greatest extent possible. The T\/Iaster Plan will incorporate information from the following City of Owasso studies: Wastewater master Plan, September 1997 prepared by FHC, Inc. ® Wastewater Treatment Plant Expansion Phases IIA and 1113 as prepared. by Garver Engineering. The execution of the work will be broken up into eleven major work tasks, as follows: A. Kick Off Meeting B. Document the Needs of the Collection System and Wastewater Treatment Plant C. Document the Current Condition of the Collection System and Wastewater Treatment Plant D. Project the Future Needs of the Collection System and Wastewater Treatment Plant E. Collection System Model Development F. Develop Alternatives to Correct Deficiencies of the Collection System and Wastewater Treatment Plant (as needed) G. Evaluate the Developed Alternatives H. Summarize the Selected Plan Develop Implementation Schedule of Needed Improvements Prepare the Master Plan Update Report K. Attend Kick Off and Progress Meetings A more detailed description of each work task is provided as part of Attachment B. aGREEVENT FOR ENGIiINIEERING SERVICES ATTAC "NIENT, AA Engineering Services City ®f Owasso, Oklahoma Wastewater Master plan Update 2003 Scope of Services Attachment "The services to be performed by the ENGINEER, Greeley and Hansen LLC, under this AGREEMENT will consist of updating the City of Owasso's wastewater system master plan. The execution of the work will be broken up into eleven major work tasks, as stated below. Further, it is understood and agreed that the date of beginning, rate of progress, and the time of completion of the work to be done hereunder are essential provisions of this AGREEMENT; and it is further understood and agreed that the work embraced in this AGREEMENT shall commence upon execution of this AGREEMENT and receipt of Notice to Proceed. The Basic Services of ENGINEER include, but are not necessarily limited to, the following tasks: Scope of Services Greeley and Hansen LLC proposes to furnish the CITY OF OWASSO the following professional engineering services for the development of the Wastewater Master Plan 2003 development: A. Project Kick Off A.I. Meetinu - Greeley and Hansen and their subconsultant will conduct a meeting with CITY personriel to initiate project activities. The purpose of the meeting is to: Identify Key Project Personnel from the City and the Engineering Project Team Review General Project Requirements and Scope ® Establish the Appropriate Lines of Communication and Procedures for Informational Requests and Reviews. ® Discuss Project Schedule and Identify Key Project Deliverables. ® Establish Meeting Note Protocol. ® Submit Initial Information Request to City. A.2. Wastewater Treatment Plant VVWTPl Review - Key City and project team members tour the VVWTP following the Kick Off meeting with the objective 6-1 of assessing plant conditions and identifying short -term and long -term improvements. A.3. Lift Stations Tour - Kev City and project team members tour the lift stations following the Kick Off meetings with the objective of assessing lift station conditions and identifying short-term and long -terra improvements. AA. bleetin and Site Visit Notes ® Meeting and site visits notes will be prepared detailing the key topics discussed and any decisions and observations made during the meeting and at the site visits. B. Documentation of Needs B.I. Gather Data - Discuss with City staff needed improvements to the wastewater collection system, lift stations and treatment plant. Obtain from City existing reports and other information regarding those needs. B.?. Treatment Plant - Summarize needed improvements to the Wastewater Treatment Plant based upon site visit observations and discussions with Owasso Staff. 13.3. Collection Svstem - Summarize needed improvements to the collection systems and lift stations based upon site visit observations and discussions with Owasso Staff, BA. Receiving Stream m Provide a description of the receiving stream classification. 5.5. NPDES Permit Recjuir °ements - Summarize the treatment plant's NPDES permit and assess potential future permit requirements. C. Document Current Wastewater Situation C.1. General - We will compile the following information from the City of Owasso: Study Area and existing Service Area Maps, the information provided will be used to prepare a map showing the current study and service areas. The maps will be incorporated into the blaster Plan. ® Collection System Map, information provided will be used to describe Owasso's existing collection system; the existing collection system map will be incorporated into the blaster Plan. ® Current Area Population ® Discharge rates of any metered industrial dischargers. a Pump station run -time records during dry and wet weather periods. s -z C.2. Collection System - Describe the City of Owasso collection system including lift stations. Evaluate the condition of the existing structures and equipment. Identify number of pumps and capacities (head and flow) of each lift station. Document arrangements for standby power. Prepare a bases for design of the existing lift stations. Develop a GIS reap of the City's major sewers and lift stations. C.3. Treatment Plant - Evaluate the condition of existing structures and equipment. Describe the processes and major components of the treatment plant. Prepare a bases of design for the plant based upon information furnished by the Owasso staff taking into account any improvements that may have been mace since the time of the last plant expansion. Develop a plant process schematic diagram and site plan. C.4. Flow Rates Historical Flows - Summarize historical plant flow rates, both average and peak, from monthly reports of operation (MROs) from the past two years. Infiltration and Inflow - Review MROs for a 7 to 14 day period of dry weather during seasonal high groundwater. Estimate the peak sustained infiltration rate by subtracting the estimated sanitary sewage production rate from the flow rate during periods of high groundwater period. C.S. Wastewater and Biosolids Characteristics - From MROs, summarize existing wastewater and Biosolids characteristics from the past two years. Future Situation D.I. Service Area - Develop a GIS map showing the 20 -year service area. D.Z. Population Projection - Project service area population throughout the 20- year planning period. D.3. Flows - Project wastewater flows throughout the 20 -year planning period. D.4. Wastewater and Biosolids Characteristics - Project future wastewater and Biosolids characteristics for the 20 -year planning period, taking into account any major changes in loadings from Owasso's major customers. D.S. Permit Requirements - Review potential changes in future NPDES permit requirements. 8 -3 E. Collection System Model Development E.I. Model Development 0 Modeling Software Selection - Assist City staff in the selection of a collection system modeling software package. Short and long -term modeling needs, based on the input received from City staff, will be used to select an appropriate modeling software package. Greeley and Hansen will perform a thorough review of the modeling software packages. Short and long -term modeling needs, based on the input received from City staff, will be used as the bases to select an appropriate modeling software package for use on this project. At the end of the project, if appropriate, the model may be converted to the EPA -SWMM (which is free) for delivery to Owasso. We will train City staff on the specifics of the selected model. ® Delineate Sewersheds -- Create a GIS map delineating the service areas, or "sewersheds" tributary to each of Owasso's lift stations. Overlav GIS Census Data - Utilize population data compiled by the US Census Bureau to assist in calculating the populations in the areas served by each of Owasso's lift stations. Collection Svstem Survey Perform a GPS survey of key manholes in the service area to determine X, Y and Z coordinates to an accuracy of ± 0.01M. Additionally, manhole inspections will be performed of the surveyed manholes to collect rim -to- invert measurements and confirm sewer diameters. Evaluate Pump Station Run -Time Records - Pump station flow records will be utilized in lieu of a detailed flow - monitoring program. The pump run time totals will be recorded on a regular basis and used to compute daily flow totals. Provide assistance to City staff to develop a meter - reading program that can be performed by City staff. Collected data will be utilized to evaluate system flows under both dry and wet weather conditions, This data will also be used in the calibration of the model. ® Develop 1�Iodel Inflow Rates -Model will be developed almost entirely within the GIS environment. By overlaying the model nodes, their corresponding sewersheds, and per capita flow rates developed in the preceding steps; inflow rates will be input into the model. The model will simulate wastewater flow, infiltration, and diurnal flow patterns. Develop Hydraulic Model - Convert Owasso's CAD sewer map into an interactive GIS map to enable storing of model input and output in a interactive mapping environment. This GIS reap will be used to B -4 assist in conu-nunica Ling model results. The GIS reap will be turned over to the City upon project completion. Using the selected modeling software, construct a hydraulic model of the major sewers, those 10" and larger. This model will be capable of simulating those hydraulic phenomena that were found to be required during the model selection process. The selected model will be capable of simulating both dry and wet weather flows, and anv hydraulic phenomena that may occur within the City's sanitary sewer system. These phenomena may include open channel flow, pressurized flow, sewer surcharging, pump stations, direct inflow, and rain induced inflow and infiltration. 0 Dever I-Ivdrolo _....Model - The selected hydraulic model will require a hydrologic model to produce dry and wet weather flows. The developed model will be capable of simulating wastewater flows, dry weather infiltration, diurnal flows, and wet weather inflow and rain induced inflow and infiltration. GIS maps indicating sewershed model parameters including base flow production, infiltration rates, etc will be produced, I _Model Calibration - The model will be calibrated to reproduce base, or dry weather flows. E.2. Svstem Evaluation ® Trunk Sewer Capacity Evaluation - Using the hydraulic model, the adequacy of the trunk sewers to convey existing flows will be determined. Any hydraulic deficiencies will be identified. Since the model will be integrated with the GIS system database, a interactive GIS map of the trunk sewers identifying hydraulic deficiencies and the effected areas will be identified. ® Ultimate Build -Out - Development information provided by the City will be incorporated to perform a preliminary sizing and routing of the conveyance facilities necessary to accommodate the corresponding increase in flows. The model will be used as the primary tool for simulating increases in flows and evaluating the adequacy of proposed system expansion. The expansion of the model to simulate development will be performed in an integrated GIS environment. An interactive GIS map of planned development will be developed. This will allow the hydrologic model to be altered as actual development and system expansion occur. Year 2010 ® The model will be used to verify the adequacy of required system improvements required for development projected through the year 2010. 9 -5 ® Year 2020 - The model will be used to verify the adequacy of required system improvements required for development projected through the vear 2020. E.3. GIS -Based Parcel Evaluation Tool - Develop an interactive, GIS-based, parcel evaluation tool which will allow the user to select a parcel, and determine the adequacy of the receiving sewer to accommodate the additional flow produced if the parcel's land use (and hence wastewater production rate) is modified. The necessary data sets and a GIS viewer through which to interact with the GIS evaluation tool will be provided. The viewer will provide all the data viewing, mapping, and querying capabilities of a full- blown GIS, but will lack editing capabilities. (61S software with editing functions, can be purchased for a modest cost by the City). EA. Convert Collection System Model to EPA -SWMM W- Convert the selected model to the EPA -SWMM model. E.S. Staff Training? ® City staff will be instructed on the specifics of the use of the final, calibrated model, and instruct Owasso staff on the specifics of its use. We will also be available to assist Owasso staff in answering any questions they may have regarding model use. F. Development of Alternatives F.I. Collection System f Gravity sewers - Develop routing and sizing alternatives for trunk sewer capacity required for the years 2010, 2020 and the ultimate build -out to the fence line. a Lift Stations - Identify locations and capacities for pump stations required to provide adequate system capacity for the years 2010, 2020, and ultimate build -out. F.2. Treatment Plant ® Plant Hvdraulic Computations and Analysis Prepare hydraulic computations for the plant from effluent back to the headworks. Identify deficiencies in hydraulic capacity and develop alternatives to correct deficiencies as required. Evaluate hydraulic conditions for current and future flows from the collection system ® Liquid Treatment Processes - Develop alternatives for liquid stream processes based on projected future flows and wastewater characteristics, treatment needs and NPDES permit requirements. For each alternative, s -6 as needed, describe and screen potential alternatives and select the most promising alternatives for detailed evaluation. Biosolids_ Treatment, Handlings, Stor sue and Disposal Develop alternatives for biosolids treatment, handling, storage and disposal based on future biosolids quantities and disposal requirements. For each alternative as needed, describe and screen potential alternatives and select the most promising alternatives for detailed evaluation. G� Evaluation of Alternatives (as needed) G.I. Collection Svstem - For each evaluated alternative perform the following: ® Capital Costs - Prepare preliminary opinions of probable construction costs for each alterative. ® O, NI & R Costs - Prepare preliminary opinions of operation, maintenance and replacement costs. 0 Present Worth - Compare the present worth of the alternatives to identify the most cost- effective alternative. G.2. Liquid Ti °eatment Processes For each evaluated alternative perform the following: 0 Capital Costs - Prepare preliminary opinions of probable construction costs for each alternative. ® O, NI & R Costs - Prepare preliminary opinions of operation, maintenance and replacement costs. ® Present Worth - Compare the present worth of the alternatives to identify the most cost - effective alternative. G.3. Biosolids Treatment Handling, Storage and Disposal -For each evaluated alternative perform the following: ® Capital Costs - PrPnarP nrpiiminni°v nnininnc nF r I 1 1 a- ,.,,,.a -:,,n costs for each alternative. O, M & R Costs - Prepare preliminary opinions of operation, maintenance and replacement costs. 0 Present Worth - Compare the present worth of the alternatives to identifv the most cost - effective alternative. 8 .; GA. Plant Hvdraulic Deficiencies - For each evaluated alternative perform the following: Capital Costs - Prepare preliminary opinions of probable construction costs for each alternative. 9,11 & R Costs - Prepare preliminary opinions of operation, maintenance and replacement costs. Present Worth d Compare the present worth of the alternatives to identify the most cost- effective alternative. H. Selected Ilan H.1. Treatment Plant - Describe recommended treatment plant improvements. Prepare design summary (bases of design). Prepare schematic diagram and site plan for upgraded plant. 11.2. Collection Svstem m Describe recommended collection and lift station system improvements. H.3. Cost Summary - Summarize preliminary opinions of capital costs for the selected plan. I. Implementation Schedule 1.1. Schedule - Develop a schedule of implementation for each phase of the program, including design, construction and performance certification of the recommended facilities. Coordinate schedule with imp lementaLion schedule of other capital improvement programs of the City of Owasso. J. Master flan Update Report J.1. Draft Report m Prepare a draft report summarizing the preceding tasks for submission to the City. J.2. Final Report - Incorporate City comments and recommendations into the Final Report. The Final Report will become the Master Planning document that records the Capital Improvements Program for use throughout the 20- year planning period. 3 -8 I. General K.I. PLoiect Progress NIeet n s - Attend project progress meetings. Nfeetinbs will allow for input by City staff on the Approach and results of tasks. Prepare meeting notes for distribution to key project persom -tel. j.Q Responsibilities of the City Attachment RESPONSIBILITIES OFT HE CITY. The CITY agrees: A. Deports, Records, etc:. To furnish, as required by the work, and not at expense to the ENGINEER: A.1. Records, reports, studies, plans, drawings, and other data available in the files of the CITY that may be useful in the work involved under this AGREEMENT. A.2. ENGINEER will reasonably rely upon the accuracy, timeliness, and completeness of the information provided by CITY. B. Access. To provide access to public and private property when required in performance of ENGINEER's services. C. Staff Assistance. Designate in writing a person to act as its representative in respect to the work to be performed under this AGREEMENT, and such person shall have complete authority to transmit instructions, receive information, interpret and define CITY'S policies and decisions with respect to materials, equipment, elements and systems pertinent to the services covered by this AGREEMENT. C.L. Furnish staff assistance in locating, both horizontally and vertically, existing CITY owned utilities. D. Review. Examine all studies, reports, sketches, estimates, specifications, drawings, proposals and other documents presented by ENGINEER and render in writing decisions pertaining thereto within a reasonable time so as not to delay the services of ENGINEER. .yhREZAIENT FOR ENGINEERING SE' ;v'CE9 ATTACHMENT CC Compensation Attachment The CITY agrees to pay, as compensation for services set forth in Attachment B, a total lump sum Fee of One hundred twenty five thousand dollars ($125,000.00) for the services described in ALtachment B. ENGINEER shall submit monthly invoices based upon the proportion of the total services actually completed at the time of billing. Invoices are clue and payable within 30- calendar clays of receipt by the CITY. A breakdown of the lump sum amount to be billed for each of the work tasks is shown as follows: Cauital Im-orovement Proiects WY 03 -04 City of Owasso, Oklahoma Wastewater iivIaster flan Update Estimated Work Task feel' A. Kick Off Meeting $ 3,698 B. Documentation of Needs $ 6,720 C. Document Current Wastewater Situation $13,366 D. Future Situation $ 3,241 E. Collection System Model Development $48,034 F. Development of Alternatives for Evaluation $ 9,911 G. Evaluation of Alternatives $ 4,807 H. Selected Plan $ 5,866 I. Implementa Lion Schedule $ 2,629 J. Master Plan Update Report $12,658 K. Progress Meetings $ 9,682 Subtotal: $120,611 Travel $ 4,000 Reproduction / Printing $ 500 Total: $125,111 Use $125,000 Notes: 1. The amounts shown are estimates for each work task and shall not be considered as an upper limit for each task. 2. Costs shown above do not include modeling sofh.vare. REE:dCPiI =CR EN iP1E= iNG EKVICI d. I iiblE.`dT OA. c 1 Agreement for Engineering Services City of Owasso, Oklahoma Wastewater Master Plan Update 2003 LABOR HOUR SCHEDULE Man -Hour /Fee Schedule Attachment E Attach E2 31 PM1/27/04 E -1 Direct Labor Hours Project Project GIS/ Technicians Word Estimated Task Description Director Manager Modeler Engineer & Drafters Processing Totals Compensation 1. Project kick Off a. Meeting* 4 4 4 0 0 12 b. Visit Wastewater Treatment Plant 0 2 2 2 0 0 6 C. Visit Lift Stations 0 2 2 2 0 0 6 d. Meeting and Site Visit Notes 0 1 9 3 11 0 8 0 0 0 0 4 28 Greeley and HansenTotal Hours 0 $ /Hour 72 55 39.70 35 22 21 Direct Labor 0 495 437 281 0 0 Total Greeley and Hansen - Project Kick off 0 1,510 3,332 856 0 0 28 $ 3,698 2. Documentation of Needs a. Gather Data* 0 24 0 8 0 0 32 b. Treatment Plant 0 2 0 12 0 0 14 C. Collection System* 0 16 0 0 0 0 16 d. Receiving Stream 0 0 0 2 0 0 2 e. NPDES Permit 0 0 2 0 0 2 16 0 0 0 0 2 18 Greeley and Hansen Total Hours 0 $/l lour 72 55 39.70 30.17 22 21 Direct Labor 0 110 0 483 0 0 Total Greeley and Hansen- Documentation of Needs 0 336 0 1,472 0 0 $ 1,808 Craig and Keit ➢dine Total Hours 0 40 0 8 0 0 48 $ / Flour 0 37.86 0 30 0 0 Direct Labox 0 1,514 0 240 0 0 Total Craig and Keithline- Documentation of Needs 0 47_40 0 672 0 0 $ 4,912 $ 6,720 Total - Documentation of Needs 0 4,576 0 2,144 0 0 66 Attach E2 31 PM1/27/04 E -1 Direct 1,abor Hours Project Project G1S/ Technicians Word Estimated Task Description Directoi Manager Modeler Engineer & Drafters Processing Totals Compensation 3. Document Carreiat Wastewater Sitvatioii a. General i. Study and Service Area Maps 0 0 0 2 2 0 4 4i. Collection System Map 1 0 0 4 2 0 7 iii. Population 0 0 0 2 0 0 2 b. Collection System Description i. Lift Station Evaluatton* 0 16 0 40 0 0 56 8i. Existing L7 ft Stations - S'ascs f,r Design* 0 4 0 12 0 0 16 iii. Develop CiS Map o f the City's Major Sewers and Lift Stations 0 0 2 0 0 0 2 C. Wastewater Treatment Plant i. Existing Plant - Bases for Design 0 2 0 8 8 0 18 d. Wastewater Flows i. Flows Records 0 2 0 8 0 0 10 is. Infiltration anti inflow 0 2 0 12 0 0 14 e. Wastewater and 3iosolids Characteristics 1 2 0 8 0 0 11 Greeley and 1lansen Total Hours 2 8 2 44 12 0 68 $ /dour 72 55 39.70 30.17 22 21 Direct Labor 144 440 79 1,327 264 0 'Fatal Greeley and Hansen - Document Current 439 1,342 242 4,049 805 0 $ 6,877 Wastewater Situation Craig and Keithline Total Hours 0 20 0 52 0 0 72 $ /Hour 0 37.86 0 30.00 0 0 Direct labor 0 757 0 1,560 0 0 Total Craig and Keithline - Document Current Wastewater Situation 0 2_,120 0 4,368 0 0 $ 6,488 $ 13,366 Total - Document Current Wastewater Situation 439 3,462 242 8,417 805 0 140 g4. Feature Situation j a. Develop GIS Map Showing 20-year Service Area 0 0 2 0 0 0 2 b. Population Projections 0 2 0 4 0 0 6 c_ Wastewater Flow Projections � 0 2 0 6 0 0 8 d. Wastewater anti Biosolids Characteristics 0 2 0 4 0 0 6 e. Permit Requirements 0 2 0 4 0 0 6 Greeley and Hansen Total Hours 0 8 2 18 0 0 28 $ /Hour 72 55 39.70 30.17 22 21 Direct labor 0 440 79 543 0 0 Total Greeley and Hansen - Future Situation 0 1,342 242 1,656 0 0 28 $ 3,241 nr +ash E2 31 DAAI/ ?7/04 F -2 Direct Labor Hours Project Project GIS/ I edvucians Word Estimated E'asd: Description Director Manager Modeler Engineer & Drafters Processing Totals Compensation 5. Collection System Model Development a. Model Development 1. Mod-1 Selection 0 ti 4 U 0 0 4 2. J Mmea to Sewer Shetis 0 0 4 0 0 0 4 3. incorporate Population Data 0 0 4 0 0 0 4 4. Manhole Rim 0 1 140 16 40 0 197 5. Evaluate Pump Station Run "Time Records 0 0 4 2 0 0 6 6. Develop Modeling inflow Rates 0 0 4 0 0 0 4 7. Construct Hydraulic Model 0 2 20 0 0 0 22 8. Construct Hydrological Model 0 2 8 0 0 0 10 9_ Calibrate Model 0 2 16 0 0 0 18 b. System Evaluation 1. Trunk Scnve3 Capacity Evaluation 0 0 24 16 0 0 40 2. Ultimate Build Out 0 0 16 0 0 0 16 3. Year 20'0 0 0 16 0 0 0 16 4. Year 2020 0 0 16 0 0 0 16 C. GlS Parcel Based Evaluation "Tool 0 0 48 0 0 0 48 ti. Convert Model to SWMM 0 0 16 0 0 0 1.6 e. ,Owasso Staff Training 0 0 6 24 224 0 18 0 0 0 0 24 248 Greeley and Hansen Total Hours 0 $ /flour 72 55 39.70 30.17 22 21 Direct Labor 0 330 8,893 543 0 0 Total Greeley and Hansen - Collection System 0 1,007 27,123 1,656 0 0 $ 29,786 Model Development Craig and Keithline Total Flours 0 1 140 16 40 0 197 S / Hour 72 37.86 35.71 30 25 21 Direct Labor 0 38 4,999 480 1,000 0 Total Craig and Keithline - Collection System Model Development 0 106 13,998 1,344 2,800 0 $ 18,248 41,121 $ 48,034 Total - Collection System Model Development 0 1,113 3,000 2,800 0 445 6. Development of ,alternatives for Evaluation a. Collection System 0 2 16 20 0 0 38 b. Treatment Plant 1. WW l'P I ivdrauiic Analysis 0 2 0 20 0 0 22 2. WWTP quid Treatment 0 2 0 16 0 0 18 3. W WTP Biosolids Treatment 0 2 8 0 16 16 72 0 0 0 0 18 96 Greeley and Hansen Total Hours 0 $ /Hour 72 55 39.70 30.20 22 21 Direct labor 0 440 635 2,174 0 0 Total Greeley and Hansen - Development of Alternativess for Evaluations 0 1,342 1,937 6,632 0 0 96 $ 9,911 AttachE2.31 PM1/27/04 E -3 Direct Labor I tours - Project Project GIS/ Technicians Word Fstimated Task Description Directoa tllanager Modeler Engineer & Drafters Processing Totals Compensation 7. Evaluation of Ahernatives a. Collection Svstedn 1 1 8 8 0 0 18 b. Wye' I P Liquid Fred till ell 0 ] () 8 1 0 0 9 C. WW €'P 13iosolids "treatment 0 1 0 8 0 0 9 9 ti. IVIV IP I Ivdraulic Deficiencies 0 1 = 4 0 8 8 32 0 0 0 0 9 45 f Greelm, Ind Hansen Total Hours 1 $/I !our 72 55 39.70 30.20 22 21 Direct Labor 72 220 318 966 0 0 Total Greeley and Hansen - Evaluation of A ternatives 220 671 969 2,948 0 0 45 $ 4,807 8. Selected Plan a. Treatment Plaalt � 1 2 0 12 4 0 19 ( b. Collection System 1 2 12 0 4 0 19 j C. Cost Summary 1 2 6 0 12 12 24 0 8 0 0 15 53 Greeley and Hansen Total Hours 3 S /1lour 72 55 39.70 30.20 22 21 Direct Labor 216 330 476 725 176 0 Total Greeley and Hansen - Selected Plan 659 1,007 1,453 2,211 537 0 53 $ 5,866 9. implementation Schedule a. Schedule 1 2 2 8 8 12 12 0 0 0 0 23 23 Greeley and I tansen Total Hours 1 $/l sour 72 55 39.70 30.20 22 21 Direct Labor 72 110 318 362 0 0 Total Greeley and Hansen - Implementation Schedule 220 336 969 1,105 0 0 23 $ 2,629 10. Master Plan Update Retort a. Draft Report 2 8 20 30 16 10 86 b. FinaB Report 2 j 4 12 8 28 12 42 8 24 4 14 38 124 Greeley anti Hansen "Total Hours 4 S /Hour ? 72 55 39.70 30.20 22 21 1 Direct Labor 288 660 1,112 1,268 528 294 Total Greeley and Hansen - Master Plan Update 878 2,013 3,390 3,869 1,610 897 124 $ 12,658 11. Project Progress Meetings 2 32 32 0 0 0 66 Greeley anti i lansen Total Hours 2 32 32 0 0 0 66 /Hour 72 55 39.70 30.20 22 21 Direct Labor 144 1,760 1,270 0 0 0 Total Greeley and Hansen - Project Progress Meetings 439 5,368 3,875 0 fl 0 1 66 $ 9,682 Totals $2,855 $22,738 $55,530 $32,838 $5,752 $897 Total Billable Labor $ 120,611 Other Direct Costs a. Travel $ 4,000 z Reproduction/ Printing $ 500 Subtotal $ 4,500 Total Compensation for Master Pla $ 125,111 ' Denotes work to be performed by Craig and Keithline, Inc.. Total billable labor includes Craig and Keithline, Inc. fee. Use $ 125,000 -- ',E2 31 ^" ^7104 ' 4 Schedule Attachment SCHEDULE, The Wastewater Master flan will be conducted in a single phase. It is anticipated that the project will require approximately five months to complete. The attached schedule illustrates a start date of early ?March and an approximate completion date at the end of July. IENI-- CRENGINEERIiiGSERViCES, T7AC. MEW F F -1 ID Task Name 1 Project Kick -Off 6 Documentation of Needs 12 Document Current Situation 18 Future Situation 24 System Modeling 25 Model Development 35 Systems Evaluation 40 GIS -Based Parcel Tool 41 Convert Model to SWMM 42 Owasso Staff Training 43 Development of Alternatives 49 Evaluation of Alternatives 54 Selected Plan 58 lmplemenlation Schedule 59 .... ; Master Plan Update Report 60 Draft report 6.1- - Client Revien! 82 Final Report 63 Progress Meetings - - - -- - - -- - _ . - -- Mar '04 Apr '04 May '04 Jun '04 Jul '04 _... 2/22 9/9Q Q/7 �: Q/5! Q!71 Rl9R /f /A hn' ' /iHQ n/o� cin - Cl, Task Project: Owasso Progress Date: Thu 1(22/04 ; Milestone Surnmanl