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Documentation_Regular_Tab 08_08/05/2010
VILLAGE OF TEQUESTA AGENDA ITEM TRANSMITTAL FORM 1. VILLAGE COUNCIL MEETING: Meeting Date: Meeting Type: Regular Ordinance #: Click here to enter text. August 5, 2010 Consent Agenda: No Resolution #: Click here to enter text. Originating Department: Manager 2. AGENDA ITEM TITLE: (Wording form the SUBJECT line of your staff report) Council's approval to award and authorize Florida Design Contractors, Inc. to begin construction of the 3 RO train within the existing water plant. 3. BUDGET / FINANCIAL IMPACT: Account #: Click here to enter text. Amount of this item: Click here to enter text. Current Budgeted Amount Available: Amount Remaining after item: Click here to enter text. Click here to enter text. Budget Transfer Required: Choose an Appropriate Fund Balance: Choose an item. item. 4. EXECUTIVE SUMMARY OF MAJOR ISSUES: (This is a snap shot description of the agenda item) Council's discussion to approve to award and authorize Florida Design Contractors to begin construction of the 3 RO train within the existing water plant. 5. APPROVALS: Dept. Head: Finance Director. t4,, Attorney: (for legal sufficiency) Yes ❑ No ❑ Village Manager: _ • SUBMIT FOR COUNCIL � L DISCUSSION: • APPROVE ITEM: u - • DENY ITEM: ❑ MEMORANDUM Village of Tequesta Administration TO: Village Council FROM: Michael Couzzo, Village Manager DATE: July 28, 2010 SUBJECT: Councils Approval To Award RO Train #3 Contract Attached, please find an agenda item for the above referenced subject. This item is placed on the agenda for Council's approval to award Florida Design Contractors, Inc. the contract to perform construction of the new RO #3 Train at the existing water plant. Thank you. MEMORANDUM FINANCE DEP ARTT T L DATE: JULY 28, 2010 TO: MICHAEL COUZZO, VILLAGE MANAGER CC: LORI MCWILLIAMS, VILLAGE CLERK FROM: JOANN FORSYTHE, FINANCE DIRECTOR RE: AGENDA ITEM PERTAINING TO THE FUNDING OF ENGINEERING AND CONSTRUCTION COSTS RELATED TO THE EXPANSION OF THE WATER UTILITY Per your direction to get current pricing to borrow funds for the expansion of the water utility, of the three financial institutions that I requested rates from only Bank of America has responded with rates to date. At your request, I put together the following table showing the annual debt service costs based upon 10, 15 and 20 year terms. Offered Annual Debt Service Payments at Currently Term Rate I million 1.5 million 2million 2.5 million 10 3.22% $ 117,095.52 $ 175,643.28 $ 234,191.04 $ 292,738.80 15 3.93% $ 88,342.20 $ 132,513.24 $ 176,684.40 $ 220,855.44 20 4.24% $ 74,244.12 $ 111,366.24 $ 148,488.24 $ 185,610.36 As we also discussed this morning, depreciation expense will increase annually as follows: • Asset Cost $2,500,000 • Asset Life 40 Years • Annual Depreciation (straight line) $62,500. In addition, we are projecting the balance of available cash and investments at September 30, 2010 to be $4,001,854. 8/3/1012:46 PM ARCADIS Infrastructure, environment, buildings ARCADIS, Inc. 2081 Vista Parkway West Palm Beach Florida 33411 Tel 561.697.7000 Village of Tequesta Fax 561.697.7751 345 Tequesta Drive www.arcadis- us.com Tequesta, FL 33469 Attn: Michael Couzzo - Village Manager Subject: WTP 3.6 MGD Expansion WATER RESOURCES Dear Mr. Couzzo: On June 15, 2010 eight bids were received for the referenced project. The Date: results are summarized as follows. July 26, 2010 Florida Design Contractors, Inc. $2,331,820.00 Contact: TRD Construction, Inc. $2,371,722.00 William D. Reese, PE Reynolds, Inc. $2,418,000.00 Phone: Cardinal Contractors, Inc. $2,429,347.00 561.697.7069 Poole and Kent Company of Florida $2,447,900.00 Interstate Engineering Corp. $2,470,000.00 Email: Wharton Smith, Inc. $2,472,000.00 William.reese@arcadis- Aerex industries, Inc. $2,735,200.00 us.com The bids all appear to be in order and properly responsive. With the Our ref: exception of the highest bid, the bids were exceptionally close with less than 6% WF109000.0000 variation from the lowest to the second highest. It is also noted that there were considerably more bids than is customary in better economic times. The bid results confirm a highly competitive bidding atmosphere resulting in excellent value for the Florida License Numbers Village. The low bidder, Florida Design Contractors, Inc. constructed the last Engineering expansion and performed satisfactorily. We have long term knowledge of this firm EB00004757 and have found their work to date to be acceptable. However, to confirm continuing compliance with the bid requirements we have requested and received additional and current qualifications information from the Contractor. A copy is attached. Based on review of the information supplied and prior experience (at the Village and elsewhere) we find the low bidder satisfies the qualifications requirements of the bid. The bid documents required the inclusion of a deductive option for use of a membrane manufacturer differing from the membranes used in the first two trains. The previous manufacturer's (Koch) product has performed very well and given the Village an excellent product. The logic in allowing an alternate bid from a different manufacturer (Hydranautics) was to allow the Village to evaluate the magnitude of 01- 27- 10PO4:31 ' <OVu Imagine the result 100% recycled Imagine 100 % recycled paper produced by wind power energy g:\aprojects \wr \wf projects \109000 -vot ro wtp exp \docs\couzzo bid letter 07152010.doc Michael Couzzo ARCADIS July 26, 2010 the premium paid, if any, to Koch for its product. The deduct offered by the low bidder was $31,216. We find this to be significant and higher than expected. As part of the bid evaluation we asked each manufacturer to supply any further information relative to their product that they would like us to consider prior to making a recommendation and they would like the Village to consider prior to making an award. The initial response to our inquiry was to simply provide a copy of the anticipated membrane performance systems from each manufacturer (copy attached). Upon additional request, further documentation was supplied by each manufacturer (copy attached). In our opinion, the explanation by Koch raises some valid concerns which warrant focus during the construction process. However, neither manufacturer places information into consideration that was previously unknown. As such, saving the offered $31,216 by using the Hydranautics product appears to be good value for the Village. Assuming reasonable performance by this product, use of the Hydranautics membrane will also allow the Village to gain the benefit of competitive pricing of replacement membrane elements in the future. The bid requirements also mandate certain requirements for the primary subcontractors (electrical, instrumentation and R.O. OEM). As such, we requested and received additional information from the Contractor to confirm compliance with the requirements. A copy of the request and response is attached. We have no prior experience with any of the named subcontractors. Accordingly, we have investigated the references and had general discussions with others knowledgeable of their work. The results are attached. We find all of the proposed instrumentation and R.O. OEM subcontractors satisfy the requirements of the bid documents. Upon investigation of the initially proposed electrical subcontractor we have determined they do not satisfy the qualifications criteria set forth in the bid document. Please note, this should not be construed as a conclusion that this subcontractor can, or cannot, effectively perform the work. It is simply a statement that they do not satisfy the established qualification criteria for their work discipline. The Contractor was advised of this matter and responded to indicate their desire to utilize a different electrical subcontractor. Supporting documentation is enclosed. We are familiar with the newly proposed electrical subcontractor and have reconfirmed their references. We find the new electrical subcontractor (Edwards Electric Corporation) satisfy the requirements of the bid documents. Based upon the information provided, we recommend award to Florida Design Contractors, Inc. in the amount of $2,300,604. This figure reflects their low bid ($2,331,820) minus the deductive alternate ($31,216) for the use of the Page: G:1AProjectsORMF PROJECTS1109000 -VOT RO WTP EXPOOMCouzzo Bid Letter 07152010.doc 2/3 Michael Couzzo ARCADIS July 26, 2010 Hydranautics membranes. The recommendation is predicated on the use of the originally proposed instrumentation and R.O. OEM subcontractors and the modified electrical subcontractor. Should you have questions or require anything further at this time, please call. Very truly yours, ARCADIS, Ing. William D. Reese, PE Vice President Encls. Page: G:IAProjects\WRIWF PROJECTS1109000 -VOT RO WiP EXPOOMCouzzo Bid Letter 0715201 Ulm 3/3 ARCADIS ARCADIS US, Inc. Infrastructure, environment, buildings 2081 Vista Parkway West Palm Beach Florida 33411 Tel 561.697.7000 Florida Design Contractors, Inc. Fax 561.697.7751 1326 Killian Drive www.arcadis- us.com Lake Park, FL 33403 Attn: Thomas H. Clarke, President Subject: Village of Tequesta WTP Expansion WATER RESOURCES Dear Mr. Clarke: Your bid in the amount of $2,331,820.00 on the referenced project is the apparent low. The deductive alternate in the amount of $31,216.00 is also noted. Please accept our congratulations on your apparent low bid. In order to fully evaluate Date: your bid we require certain items as set forth below and in the Instruction To Bidders June 17, 2010 (iB). Contact: 1. Please forward a current certified confidential financial statement William D. Reese satisfying the requirements of IB 1.08. Phone: 561 - 697 -7069 2. Satisfaction of IB 1.09 -1, 2 is confirmed based on documents supplied with the bid. Further information on this matter is not required at this Emall: william.reese @arcad is- time. us.com 3. Information to determine satisfaction of IB 1.09 -3 was provided with the Our ref: bid. No further information is required on this matter at this time. WF109000.0000 4. Please submit a notarized confirmatory statement certifying that the company has not defaulted to a bonding company for completion of any Florida License Numbers of the projects listed on the summary provided with the bid form. Engineering EB00007917 5. With regard to the proposed electrical subcontractor, please provide Geology suitable contact information (previous name, title and phone number) for GS564 the general contractor, engineer and Owner. Named persons need to be Landscape Architecture individuals, -with knowledge:of the proposed subcontractor's performance_ LC26000269 on the indicated project. Please be certain the names and telephone Surveying numbers are accurate and correct. LB7062 6. With regard to the proposed instrumentation subcontractor please supply a list of 10 water or wastewater projects performed over the past 10 years. Please provide a brief description of the work, date of completion Imagine the result g:Wpmjar vAXw( gojects 1100000 -vat m wtp wp\docsVdc low bid letter 08172010.do ARCADiS Thomas H. Clarke June 17, 2010 and suitable contact information similar to that requested under Item 5 above for the electrical subcontractor. For the instrumentation subcontractor, in particular, please identify experience with programming fully automated systems that operate a reverse osmosis or membrane WTP's. 7. With regard to the proposed RO OEM, please supply a list of similar relevant projects with contact information, date of completion and a brief summary of each project. Contact information should be consistent with that requested under Item 5 above. 8. At this time, it is our intention to make a recommendation regarding acceptance or rejection of the deductive alternate at the time we make a recommendation of award. In this regard please forward additional information the two manufacturers would like the Village to consider in making this decision, if any. For Koch, this would clearly include reasons why they feel they offer $31,216, or more, in value to the Owner and, thus, should be accepted. For Hydranautics, this would include any other considerations (in addition to the financial value) they would like the Owner to consider. In the event that the Owner would prefer not to make this decision at the time of award, if acceptable to you, please forward your written agreement that the deductive offer will remain valid in the indicated amount until up to_ (however many days offer award would be acceptable to you, if any). Once again, we offer our congratulations on your apparent low bid. Please forward the attached information at your earliest convenience. Should you have questions or wish to discuss further, please call. Very truly yours, ARCADIS US, Ir William D. Reese, P.E. Vice President cc: M. Couzzo Page: 2/2 G:WPm*ts\WR\WF PROJECTS 1108000 -VOT RO WTP EXPWOCSIFDC Low Bid LeftWO8172010.do« - ESTABLISHED 1979 - CONTRACTORS CIVIL A ENVIRONMENTAL iAW July 1 2010 Arcadis US, Inc. 2081 Vista Parkway West Palm Beach, FL 33411 Attn: William D. Reese P.E., Vice President Re: Village of Tequesta, WTP Expansion Dear Mr. Reese: In response to your request for additional information, as it pertains to the referenced bid, dated June 17, 2010, we have assembled the following documents for your review and consideration: 1. Current certified financial statements 2. Notarized confirmatory statement certifying that the company has not defaulted to a bonding company for completion of any the projects listed on the summary provided with the bid form. 3. Contact information for the proposed electrical subcontractor 4. Resume and contact information for the proposed instrumentation subcontractor 5. Resume and contact information for the proposed RO OEM 6. Both KOCH and Hydranautics have provided additional product performance data for comparison that might assist with the Owner's decision in selecting the deductive alternate. Additionally, Florida Design Contractors can only hold the deductive offer for the period specified by Hydranautics from the date of bid. As such, Hydranautics proposal states that the offer is good for orders placed prior to September 15, 2010. On behalf of Florida Design Contractors, Inc, I would like to thank you for your consideration in award of this contract. Please contact me if you have any questions and/or require additionally information. Sincerely, Gregory L. Williams, Vice President For Thomas H. Clarke, President Florida Design Contractors, Inc. 1326 South Killian Drive, West Palm Beach, FL 33403 www.FlaridaDesignContractors.com Phone: 561 - 845 -1233 Fax: 561-848-5992 CGC- 040304 — ESTABLISHED 1979 — C ONMEN CTORS CIVIVIRONME NTAL June 22, 2010 Re: Village of Tequesta WTP Expansion To Whom It May Concern: This is to certify that Florida Design Contractors, Inc. has never defaulted to a bonding company for completion of any projects listed on the bid summary nor has it defaulted on any project during the history of the company. Y lar Regards President Subscribed and sworn before me this 23 day of June 2010 My commission expires: Joann ES-Cott NOTARY PUBLIC - STATE OF FLORIDA MY COMMISSION EXPIRES NOV. 28, 2011 COMMISSION NO. DD 713315 1326 South Killian Drive • Lake Park, Florida 33403 • (561) 845 -1233 • Fax: (561) 848 -5992 • www .FloridaDesignContractors.com State Certified Contractor • License No. CGC 040304 FLORIDA DESIGN CONTRACTORS, INC. BALANCE SHEETS FOR MONTH ENDED MAY31, 2010 ASSETS May 31, 2010 Current Assets Cash $1,265,519 Accounts Receivable 3,565,538 Prepaid Expenses 10,012 Cost & estimated earnings in excess of billings 270,366 Total current assets 5,111,435 Property and equpment: Vehicles 505,686 Machinery and equipment 713,527 Furniture and fixtures 38,373 1,257,586 Less accumulated depreciation (954,068) $5,414,953 LIABILITIES AND STOCKHOLDER'S EQUITY Current Liabilities: Accounts Payable $1,946,690 Accrued Accounts Payable $0 Accrued Liabilities 2,505 Accrued Pension 0 Billings in excess of cost and estimated earnings 153,224 Notes Payable- current portion 18,406 Total current liabilities 2,120,825 Long Term Liabilities Notes payable -long term potion 73,925 Stockholder's equity: q tY : Common stock 100 Paid in capital 385,000 Accumulated adjustments 2,835,103 Total stockholder's equity $5,414,953 i FLORIDA DESIGN CONTRACTORS, INC. STATEMENTS OF INCOME AND ACCUMULATED ADJUSTMENTS THROUGH MONTH ENDED MAY 31, 2010 May 31, 2010 Revenues: Revenues earned $6,119,397 Miscellaneous 0 6,119,397 Cost of revenues earned 5,592,645 Gross profit 526,752 Expenses. Depreciation 20,388 Interest 1,715 Selling, general & administrative 467,022 489,125 Income (loss) fom operations 37,627 Other Income - Dividends & interest 3,598 Net Income 41,225 Less stockholder distributions (98,213) (56,988) Accumulated adjustments beginning of year 2,892,091 Accumulated adjustments year to date $2,835,103 i L . L ov el and elect c Current & Past Industrial Proiects Project Experience #1 Project Name: SFWMD Compartment C Buildout Storm Water Treatment Owner: SF WMD Owner Contact: Frank Ferrano @ 561- 686 -8800 ext 7319 Project Location: 100 Deerfence Canal Rd. Clewiston Fl. General Contractor: Harry Pepper & Assoc GC Contact: Tom Westervelt, Vice President @ 561- 792 -9186 Engineer: Carollo Engineering, Ray Davidson @ 561- 686 -8800 Date Started: May 2009 Completion: December 2011 Contract Amount: $3,484,885 Types of Work Performed: Furnish and install switchgear, lighting, manholes, lighting protection system, instrumentation, ductbank, conduit, wire, termination and grounding Project Experience #2 Project Name: Jupiter Nanofiltration Water Treatment Plant Owner: Town of Jupiter Owner Contact: Amanda Barnes, Asst. Utilities Director @ 561 -741 -2537 Project Location: 17403 Central Blvd, Jupiter, Fl. 33458 General Contractor: Poole & Kent GC Contact: Stephen Polk, Senior PM @ 561- 747 -1066 Engineer: Kimley Horn, John Potts @ 561- 840 -0847 Date Started: November 2007 Completion: March 2010 Contract Amount: $5,000,000 Types of Work Performed: Furnish and install switchgear, lighting, manholes, lighting protection system, fire alarm system, standby power generation, automatic transfer switches, CCTV system, ductbank, conduit, wire, termination and grounding Project Experience #3 Project Name: Rotunda Waste Reclamation Facility Owner: City of Port Charlotte Owner Contact: Ron Aubel @ 941 - 764 -4585 Project Location: 3740 Kendall Rd., Port Charlotte F133947 General Contractor: Adams Robinson Enterprises GC Contact: Tom Jobe @ 937 - 274 -5318 Engineer: Boyle Engineering, Curtis Kunihiro @ 407 -425 -1100 Date Started: August 2007 Completion: May 2009 Contract Amount: $2,500,000 Types of Work Performed: Furnish and install switchgear, lighting, manholes, lighting protection system, fire alarm system, power generation, transfer switches, ductbank, conduit, wire, termination and grounding Commercial Industrial Service 1368 North Killian Drive Lake Park, Florida 33403 (561) 882 -0401 Fax (561) 882 -0555 Lic #1106 Proiect Experience #4 Project Name: City of West Palm Beach Water Treatment Plant Owner: City of West Palm Beach Owner Contact: Dick Verduin General Contractor: Cardinal Contractors Project Location: 1009 Banyan Blvd, West Palm Beach, F133401 Contact Name: Bob Hodges, Vice President @ 941- 377 -8555 Engineer: Malcolm Pirnie, Dean Meyers @ 954- 761 -3460 Date Started: August 2007 Completion: December 2008 Contract Amount: $825,000 Types of Work Performed: Furnish and install switchgear, conduit, wire, instrumentation, termination and grounding Proiect Experience #5 Project Name: Town of Jupiter Abacoa Generator Building & Wells Owner: Town of Jupiter Owner Contact: Amanda Barnes, Asst. Utilities Director @ 561- 741 -2537 Project Location: 3190 Carlstrom Alley, Jupiter, Fl 33458 General Contractor: Florida Design Contractors GC Contact: Greg Williams, Vice President @ 561- 845 -1233 Engineer: Hillers Electrical Engineers, Mark Luther @ 561- 451 -9165 Date Started: May 2007 Completion: January 2008 Contract Amount: $620,000 Types of Work Performed: Furnish and install switchgear, medium voltage transformers and cabling, lighting, fire alarm system, standby power generation, automatic transfer switches, ductbank, conduit, wire, instrumentation, termination and grounding Proiect Experience #6 Project Name: City of Sunrise Flamingo Park Wellfield Owner: City of Sunrise Owner Contact: Frank Viloria, Utilities Project Director @ 954- 888 -6071 Project Location: 12855 NW 8 St. Sunrise, Fl General Contractor: Metro Equipment GC Contact: Abbey Fiallo, Project Manager @ 305 -598 -7741 Engineer: MWH, Harold Van Aiken @ 954- 846 -0401 Date Started: November 2006 Completion: December 2007 Contract Amount: $1,450,000 Types of Work Performed: Furnish and install switchgear, manholes, fiber optic cabling, ductbank, conduit, wire, instrumentation, termination and grounding Proiect Experience #7 Project Name: Palm Beach County BRP Utility Site Owner: Palm Beach County Owner Contact: Phil Scudiero @ 561- 740 -4600 Project Location: 10150 Seminole Pratt Whitney Rd. West Palm Beach, Fl General Contractor: Widell, Inc. GC Contact: Bob Hodges, Vice President @ 941 - 377 -8555 Engineer: Mathews Consulting, Lilian Reyes @ 561 -819 -5556 Date Started: January 2006 Completion: June 2007 Contract Amount: $1,200,000 Types of Work Performed: Furnish and install switchgear, lighting, manholes, fire alarm system, standby power generation, automatic transfer switches, CCTV system, ductbank, conduit, wire, instrumentation, termination and grounding Proiect Experience #8 Project Name: City of Hallandale Beach WTP Owner: City of Hallandale Beach Owner Contact: Rafael Perdomo @ 954- 457 -1623 Project Location: 630 NW 2 nd St., Hallandale, F133009 General Contractor: John J. Kirlin, LLC GC Contact: Homer Gregorian, Vice President @ 954- 739 -8100 Engineer: Hillers Engineering, Sam Chamness @ 561 -451 -9165 Date Started: June 2005 Completion: September 2007 Contract Amount: $1,800,000 Types of Work Performed: Furnish and install switchgear, lighting, manholes, fire alarm system, standby power generation, automatic transfer switches, ductbank, conduit, wire, instrumentation, termination and grounding Proiect Experience #9 Project Name: Town of Jupiter Western Re -pump Station Owner: Town of Jupiter Owner Contact: Amanda Barnes, Asst. Utilities Director @ 561 -741 -2537 Project Location: C -18 Canal General Contractor: Florida Design Contractor GC Contact: Greg Williams, Vice President @ 561- 845 -1233 Engineer: Hillers Electrical Engineers, Mark Luther @ 561- 451 -9165 Contact Phone: 561- 845 -1233 Date Started: August 2005 Completion: July 2006 Contract Amount: $520,000 Types of Work Performed: Furnish and install switchgear, medium voltage transformers and cabling, lighting, manholes, fire alarm system, standby power generation, automatic transfer switches, instrumentation, ductbank, conduit, wire, termination and grounding. i Project Experience #10 Project Name: Pompano Beach Effluent Water Treatment Plant Owner: City of Pompano Beach Project Location: Pompano Beach, Fl General Contractor: R.J. Sullivan Contact Phone: 954- 975 -0388 Date Started: 2002 Completion: 2003 Contract Amount: $853,000 Types of Work Performed: Expansion of effluent water facility. Project Experience #11 Project Name: 10 MGD Membrane Softening Water Treatment Facility Owner: City of Pompano Beach Project Location: Pompano Beach, Fl General Contractor: R.J. Sullivan Contact Phone: 954- 975 -0388 Date Started: May 2001 Completion: May 2003 Contract Amount: $1,950,000 Types of Work Performed: Expansion of water treatment facility. Project Experience #12 Project Name: Deerfield Beach West Water Treatment Plant Expansion Owner: City of Deerfield Beach Project Location: Deerfield Beach, Fl General Contractor: John J. Kirlin Contact Name: Homer Gregorian Contact Phone: 954- 739 -8100 Date Started: 2001 Completion: 2003 Contract Amount: $1,862,330 Types of Work Performed: Expansion of water treatment facility. TAW Custom Equipment TA W 6312 78 th St. IL Riverview, Fl, 33578 Tel: 800 - 333 -9449 Fax: 813- 223 -3894 TAW Qualifications Please contact me if you require any further information. Company Information: Tampa Armature Works, Inc. Custom Equipment Division 6312 78 St. Riverview, FL 33578 Contact: John Opperman TEL: 866- 387 -0077 x 1409 E -Mail: john.opperman@tawinc.com TAW History Et Overview TAW was established in the early 1920s and has grown into a full - service company with 14 offices serving Florida and Georgia. For the last decade, TAW has been regarded as the largest Independent Electrical Apparatus Service Company in the World with sales over $145 million in 2007. TAW's Custom Equipment Division, has been in operation since 1956. Our operations began with the fabrication of control panels and switchgear. Today, the Custom Equipment Division provides a wide range of services, including design, engineering and manufacturing of control panels, switchgear, prefabricated buildings and control systems integration. Our engineering staff has experience and expertise from several engineering disciplines including Structural, Mechanical, Electrical, Controls and Instrumentation. Systems Intesaration Products and Services TAW builds a wide array of controls for both the industrial and municipal market in our panel fabrication shop, which is UL 508 listed and ISO 9001 -2000 certified. Products range in size from simple pump control panels to large pre- fabricated buildings complete with MCC, switchgear, PLCs, VFDs, or any other type of required equipment. We provide our customers with quality components and materials. For example, TAW can provide steel and aluminum enclosures or buildings, which are powder coated at our facility to ensure a durable finish. TAW We are brand independent and have preferential buying agreements with all the major control equipment manufacturers. We routinely use a wide range of PLCs, HMIs and Control components. PLC system design and programming are done at this facility so that we can ship complete and tested systems. TAW provides Systems Integration Services to customers throughout the South East. Our engineers have a broad range of programming experience and have successfully completed projects involving equipment and software from Allen - Bradley, Modicon, Siemens, Mitsubishi, GE and Koyo. Our staff also has hands on experience in working with a wide array of operator interfaces and communication systems such as radios and fiber optics. TAW's Systems Integration Services also provides VFD support, including trained start -up technicians, a VFD design engineer, full systems integration capability, and preventative maintenance programs. Revenue TAW TAW Custom Equipment 2009 $125 mil $21.0 mil 2008 $150 mil $24.0 mil 2007 $145 mil $18.0 mil 2006 $140 mil $14.5 mil 2005 $132 mil $28.2 mil 2004 $130 mil $30.3 mil 2003 $120 mil $17.9 mil Custom Equipment Floor Space Office Space 30,000 sq ft Climate Control Controlled Panel Shop 25,000 sq ft Metal Shop /Powder Coat Line 70,000 sq ft Outdoor Slab for large assembly 50,000 sq ft Warehouse Space 20,000 sq ft TAW Proiect List TAW has the experience, expertise and facilities necessary to successfully complete a range of projects for our customers. The following provides a partial list of Municipal projects completed by TAW. Water Treatment Plant No. 1 Equipment Replacement Filter Up -grade (value $180,500) Owner /Engineer: City of Ocala Contact: Edward T. Earnest, P.E. (352) 351 -6772 Contractor: Beach Construction Contact: Rob Grier (352) 335 -5556 TAW Role: Systems Integrator Description: The city had an old filter system with very little documentation. The System had to be run manually from the local controls and was monitored on a mimic panel in the control room. TAW upgraded and repaired the local controls and brought them into a local Siemens PLC which in turn communicated over fiber to a new Siemens PLC in the control room which replaced the old mimic panel. The new PLC in the control room also took over the control of some wells and other systems around the plant such as the softening basin, wells and new High Service VFD's. TAW also supplied 6 new Magnetic Flow meters, 3 communicated with the Control Room PLC by radio the others by hardwire. When the project was done TAW had the whole plant on the City Wide SCADA System running in Auto or Remote. Completed: December 2008 I Carroll wood /Dale Mabry RW Pump Station Replacement (Value $230,000) Owner: Hillsborough County Contact: Cecile Herline (813) 335 -9527 Engineer: Metzger It. Willard (Project Design) Contact: Chris Gunter (813) 977 -6005 Pegasus TSI (Electrical Design) Contact: Michael Matyka (813) 876 -2424 Contractor: PCL Civil Constructors Contact: Richard Hewitt (813) 425 -1440 ext 1441 TAW Role: Systems Integrator Description: This project replaced the existing pumping station with a new 6 -pump station to serve the county. A new Allen Bradley Control Logix PLC controlled the station. This new PLC communicates to 3 new workstation running Citect Software for the HMI. Two of these were located in the pump station and the other is in the operation building connected by Ethernet over fiber optics. There is also redundant communication to the county's other plants by both radio and t -1 phone line. TAW supplied the PLC, Workstations, 75' radio tower, radio, fiber optics, programming of PLC and HMI and all the instrumentation. Completed: August 2008 Lady Lake Phase II Wastewater Treatment Facility Expansion (Value $230,000) Owner: City of Lady Lake Contact: Butch Goodmen (352) 636 -3246 Engineer: Nell - Schaffer Contact: Renzo Beccari (407) 647 -6623 Contractor: Brandes Contact: Bill Cochran (727) 235 -1599 TAW Role: Systems Integrator Description: This project expanded the existing plant and also turned it from manual operation to an automatic plant ran though two workstations running VT SCADA for the HMI. The existing part of the plant was ran manually. TAW interfaced a new Siemens PLC Panel to the existing system. T AW 1 This new PLC communicates to a new workstation in the control room via Ethernet running VT SCADA for control of the system. All reports and alarms are ran from this workstation. The new part of the plant goes to a remote PLC panel with it's own workstation. There are two Ethernet communication lines by fiber optic cable so the workstation have a link and the PLC's have a link. TAW also supplied and started up the flow meters and instrumentation. Completed: August 2008 Water Supply Wells RO -39S, RO -40S, RO -41 S Et RO -42S (Value $350,000) Owner: Collier County Engineer: Hazen Ft Sawyer (Project Design) Contact: John Koroshec (561) 997 -8070 RKS Engineers (Electrical Design) Contact: Don Williams (239) 481 -6775 Contractor: D. N. Higgins Contact: Dereck Moorley (561) 997 -8159 TAW Role: Pre - fabricated Well House Supplier, Systems Integrator Description: Fast -track well construction project for 4 wells supplying the RO side of the South County Water Treatment Plant. TAW was contracted directly by Collier County to supply two engineered, pre- fabricated well houses with a wind -load rating of 150 MPH. Each well house controls two wells, and each was built with an MCC, two 100 hp Allen - Bradley VFDs, two Allen- Bradley MicroLogix 1100 PLCs, and a Hirschman hubs to allow remote monitoring and control from the plant over a fiber optic link. TAW also programmed the PLCs, terminated and tested the fiber optic cable, and configured the communication back to the plant SCADA system. Propeller flowmeters, pressure and level transmitters, and other instrumentation were supplied and integrated into the system. Completed: June 2007 Waterway Estates Reuse Storaee Tank Pump Station (Value: $80,000) Owner: Lee County Contact: Doug Meyers (239) 274 -2542 General Contractor: Gary Wilkes, Inc., Contact: Bruce Dailey (239) 694 -1122 TAW Role: Systems Integrator, Engineer Description: Design /Build project - TAW's responsibilities included the design of: pre- fabricated building, VFDs, PLC and programming of PLC and touch screen. TAW delivered a completely pre -wired powder coated aluminum building, with Stamped drawings for a South Florida wind load rating of 150 MPH. The building contained two custom 60 hp Square D VFDs built by TAW, 480 Volt Panel Board, 120 Volt Panel Board, 480/120 Volt Transformer, Modicon PLC, and a door - mounted Magelis Operator Interface. Completed: November 2006 Gateway Services District Tank Site (Value $240,000) Owner: Gateway Services, Contact: Terry Handlin (239) 872 -7906 Engineer: Mathews Consulting Inc., Contact: Rene L. Mathews, P.E. (561) 478 -7961 General Contractor: Mitchell Et Stark, Michael P. Westhafer, P.E. (239) 597 -2165 TAW Role: Supplier / Systems Integrator TAW G. fA' Description: TAW's responsibilities included System Design, design of pre- fabricated building, programming of PLC and touch screen, and supply of a flow transmitter and a pressure transmitter. TAW delivered a completely pre -wired powder coated aluminum building containing five 150 hp Square D VFDs, Square D active filter, MCC, Allen - Bradley PLC control panel with 10" touch screen, lighting and 150 mph wind load rating. The PLC controls four wells to maintain GST level, and includes extra room for a 5` well. The five high service pumps are used to maintain system pressure, and a wall mounted chart recorder is used to record pressure and flow. The air level for the Hydro tank is also maintained by the PLC. Completed: October 2005 City of Oldsmar Repumpin$ Station (Value $180,000) Owner: City of Oldsmar, Contact: Timothy Jacobson (813) Engineer: EMI, Contact: Willard (Pete) Hoanshelt, P.E. (352) 460 -4034 General Contractor: Westra Construction Ed Dejarnette (941) 723 - 1611 TAW Role: Systems Integrator Description: TAW was responsible for System Design, fabrication, PLC programming, and supply of various instruments including flow, pressure, level and chlorine indicators. This project included installation of a new potable water tank site, controlled by a Square D Quantum PLC with touch screen to monitor and control all functions. Water was supplied by the City of Saint Petersburg then diverted to a storage tank and /or the pump station by use of motorized valves. The incoming flow had to remain at a fixed rate to accommodate the constant feed chlorine injection system. Incoming flow and tank level were monitored and the valves adjusted to maintain the incoming flow and tank level. Water is supplied to the pumping station by a combination of water from the tank and water diverted from the incoming supply. Down stream system pressure was maintained using four VFD driven pumps. Completed: June 2004 City of Winter Garden WTP 4 (Value $160,000 + $14,000 Change Order) Owner: City of Winter Garden, Contact: Charlie Tinch (407) 656 -4100 ext. 2261 Engineer: Bailey Engineering, Contact: Steve Bailey (954) 564 -3111 General Contractor: McMan Construction, Contact: John Justis (386) 734 -1071 TAW Role: Systems Integrator Description: TAW was responsible for System Design, fabrication, PLC programming and supply of various instruments including flowmeters, pressure and level transmitters, and turbidity and chlorine analyzers. The project was a new water plant, with its own well which feeds the ground storage tank. The project called for Allen Bradley Control Logix PLC to control the entire site including: wells, ground storage tank level, system pressure and chemical feed. After successful completion of the project, the City requested TAW to add a spread spectrum radio to enable monitoring and control from the main water plant. TAW supplied all equipment including: radio survey, radio tower, stamped drawing for radio tower, radio, modifications to the existing PLC and Wonderware HMI at the main plant. Completed: November 2003 TAW F , City of Clermont Well Site #4 (Value $53,000) Owner: City of Clermont, Contact: Bob Reed (352) 516 -1934 Engineer: EMI, Contact: Willard (Pete) Hoanshelt, P.E. (407) 359 -0747 General Contractor: Spiegel Construction, Contact: Phil (321) 632 -8164 TAW Role: Systems Integrator Description: TAW was responsible for system design, fabrication, programming, start up Et training. Instrumentation included chlorine analyzer, flow meters, pressure transducers, and chart recorders all feeding an Allen Bradley PLC to control a tank storage and well site via spread spectrum radio and touch screen. Completed: March 2003 Howard F. Curren AWTP Switch Gear Upgrade (Value $205,000) Owner: City of Tampa, Contact: Kevin Scheib (813) 247 -3451 ext. 213 Engineer: City of Tampa General Contractor: N/A TAW Role: Systems Integrator Description: TAW was responsible for the design, fabrication, programming and screen development of the Howard F. Curren AWTP Switch Gear monitoring and control system upgrade. TAW installed various Mulitilin instruments in the existing gear to monitor switch position, voltage, current, power factor and other power /load related information. This was all brought back by fiber optic cable using ethernet and displayed on two workstations. TAW 3 Systems Integration Staff Lead Personal John Opperman: Lead Project Manger 19 years experience project management and electrical design of control panels and control systems for the water and wastewater markets. Ray Yates: Lead Designer 21 years experience in electrical design of control panels and control systems for the water and wastewater markets. Mario Metivier: Lead Programmer 20 years experience in instrumentation, process control and industrial automation HMI Software: Citect, Wonderware, VTScada, 102000 PLC Software: RSLogix -5, -500, -5000; ProWorks 32, Concept Robert Huneke: Engineering Manager 14 years experience in industrial /water wastewater automation and instrumentation HMI Software: Wonderware, RSView 32 PLC software: RSLogix -5, -500, -5000; ProWorks 32, Concept, TwidoSoft, DirectSoft5 I I Support Staff at Custom Equipment only Engineering Staff 17 personal Programming Staff 5 personal Panel Shop 15 personal Electrical 24 personal Independent QA Department that Answers to Corporate Not Custom Equipment Total Staff 185 TAW Drawing Software Auto Cad 2008 Solid Works 3D Document and Revision Control Alienbrain Essentials Software Application Qualffications SCADA Software: iFix Citect VTScada Wonderware RSView PLC Software: I Rockwell Automation Siemens Modicon Automation Direct RSlogix-5 Step -7 ProWorks 32 DirectSoft5 RSLogix -500 Step -7 Micro /WIN TwidoSoft RSLogix -5000 Unity Networking: RSLinx Modbus OPC ControlNet Ethernet Profibus DeviceNet Biwater - Advanced Environmental Water Technologies (Biwater AEWT) Reference List of Florida Municipality Projects -1 MGD and Larger PERMEATE DATE OF DATE OF PERCENT NAME OF CLIENT LOCATION ENGINEER CONTRACTOR APPLICATION CAPACITY CONTRACT COMPLETION COMPLETED CONTACT INFO. MGD City of Sunrise Sunrise, FL Montgomery Poole & Kent Brackish Water 12 1997 2001 100% Doug Kerwin Watson (954) 845 -1016 City of Sunrise Expansion Sunrise, FL Montgomery Poole & Kent Brackish Water 6 2003 2004 100% Doug Kerwin Watson (954) 845 -1016 Anheuser -Busch Jacksonville, FL Bibb & Watkins, Inc. Industrial Water 5.3 1998 1999 100% TBA Associates Palm Beach County Boca Raton, FL CDM Poole & Kent Brackish Water 22.8 1999 2002 100% Vincent Munn (Plant No. 9) (561) 381 -5350 Jupiter Island Jupiter, FL WATEK Haskell Co. Brackish Water D &B 2 2002 2004 100% Paul Binford (772) 708 -2419 City of Boca Raton (Glades Road) Boca Raton, FL CDM Poole & Kent Brackish Water 40 2001 2004 100% Gregg Essen (561) 239 -3056 Palm Beach County Delray Beach, FL CDM Poole & Kent Brackish Water 25.5 2002 2005 100% Dennis Ford (Plant No. 3) (561) 638 -5086 Norwood O'efFler WTP North Miiami Beach, FL HAI Poole & Kent Brackish Water / Nano 15 2004 2007 100% Godfrey Sooklal Filtration (305) 947 -7581 Collier County Naples, FL Hazen & Poole & Kent Brackish Water 12 2006 2007 100% Steve Messner Sawyer (239) 252 -6937 Lake Region Belle Glades, FL CDM Poole & Kent Nano - Filtration 12 2006 2008 100% Mike Turbeville (561) 493 -6172 Indian River County Vero Beach, FL CDM Poole & Kent Nano - Filtration 9 2007 2009 100% Harold Seeley (772) 581 -7684 City of Clewiston Clewiston, FL CDM Widell Construction Brackish Water 2.7 2007 2008 100% Chuck Hale (863) 902 -3388 City of Deerfield Beach Deerfield Beach, FL CDM Wharton Smith Brackish Water 2 2008 2010 95% Wayne Miller (954) 480 -4370 City of Jupiter Jupiter, FL Kimley Horn Poole & Kent Nano - Filtration 15 2008 2010 90% St ) ve Polk (5 66 Peele Dixie WTP Ft. Lauderdale, FL Sawye& Poole & Kent Nano - Filtration 12 2006 2008 100% Cesar Alza (954) 828 -7505 Dania Beach Ft. Lauderdale, FL Biwater AEWT CDM Constructors Brackish Water 2 2009 Ongoing 20% TBA Design & Build Hydranautics Membrane Solutions Design Software, v. 2010 5/25/2010 Permeate THROTTLING(VARIABLE) RO program licensed to: *Gil Turner Calculation created by: *Gil Turner Project name: Village of Tequesta Permeate flow: 1200000.0 gpd 0 HP Pump flow: 1111.1 gpm Raw water flow: 1600000.0 gpd Permeate throttling(Variab.) 0.0 psi Feed pressure: 244.1 psi Permeate recovery: 75.0 % Feedwater Temperature: 23.4 C(74F) Feed water pH: 6.8 Element age: 0.0 y ears Chem dose, ppm (100 %): 26.6 H2SO4 Flux decline % per year 7,0 Fouling factor. 1.00 Salt passage increase, % /yr: 10.0 Average flux rate: 12.5 gfd Feed type: Well Water Stage Perm. Flow/Vessel Flux Beta Conc. &Throt. Element Elem. Array Flow Feed Conc Pressures Type No. gpm gpm gpm gfd psi psi 1 -1 681.1 41.2 15.9 15.1 1.16 234.8 35.0 CPA3 -LD 162 27x6 1 -2 152.2 33.1 21.4 7.0 1.04 223.1 6.0 CPA3 -LD 78 13x6 Raw water Feed water Permeate Concentrate Ion m /I CaCO3 m /I CaCO3 m /1 CaCO3 m /I CaCO3 Ca 160.0 399.0 160.0 399.0 1.026 2.6 636.9 1588.3 Mg 180.0 740.7 180.0 740.7 1.154 4.7 716.5 2948.7 Na 1250.0 2717.4 1250.0 2717.4 38.080 82.8 4885.8 10621.2 K 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 NH4 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 Ba 0.020 0.0 0.020 0.0 0.000 0.0 0.080 0.1 Sr 8.700 9.9 8.700 9.9 0.056 0.1 34.633 39.5 CO3 0.4 0.7 0.0 0.1 0.000 0.0 0.2 0.3 HCO3 195.2 160.0 162.3 133.1 6.522 5.3 629.7 516.2 SO4 360.0 375.0 386.0 402.1 2.189 2.3 1537.6 1601.6 Cl 2600.0 3667.1 2600.0 3667.1 58.513 82.5 10224.5 14421.0 F 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 NO3 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 B 0.00 0.00 0.000 0.00 SiO2 13.0 13.0 0.25 51.3 CO2 16.98 45.51 45.51 45.51 TDS 4767.3 4760.1 107.8 18717.2 H 7.2 6.8 5.4 7.2 Raw water Feed water Concentrate CaSO4 / Ksp * 100: 5% 5% 30% SrSO4 / Ksp * 100: 17% 18% 101% BaSO4 / Ksp * 100: 52% 56% 299% SiO2 saturation: 10% 10% 37% Langelier Saturation Index 0.00 -0.48 1.10 Stiff & Davis Saturation Index -0.20 -0.69 0.37 Ionic strength 0.10 0.10 0.38 Osmotic pressure 48.6 psi 48.4 psi 190.0 psi I I I Product performance calculations are based on nominal element performance when o on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc representative. Calculations for chemical consumption are provided for convenience and are based on various assumptions concerning water quality and composition. As the actual amount of chemical needed for pH adjustment is feedwater dependent and not membrane dependent, Hydranautics does not warrant chemical consumption. If a product or system warranty is required, please contact your Hydranautics representative. Non - standard or extended warranties may result in different pricing than previously quoted. (7/28) Hydranautics Membrane Solutions Design Software, v. 2010 5125/2010 Permeate THROTTLING(VARIABLE) RO program licensed to: 'Gil Turner Calculation created by: 'Gil Turner Project name: Village of Tequesta Permeate flow: 1200000.0 gpd 0 HP Pump flow: 1111.1 gpm Raw water flow: 1600000.0 gpd Permeate throttling(Variab.) 0.0 psi Feed pressure: 244.1 psi Permeate recovery: 75.0 % Feedwater Temperature: 23.4 C(74F) Feed water pH: 6.8 Element age: 0.0 years Chem dose, ppm (100 %): 26.6 H2SO4 Flux decline % per year: 7.0 Fouling factor: 1.00 Salt passage increase, % /yr: 10.0 Average flux rate: 12.5 gfd Feed type: Well Water Stage Perm. Flow/Vessel Flux Beta Conc. &Throt. Element Elem. Array Flow Feed Conc Pressures Type No. gpm gpm gpm gfd psi psi 1 -1 681.1 41.2 15.9 15.1 1.16 234.8 35.0 CPA3 -LD 162 27x6 1 -2 152.2 33.1 21.4 7.0 1.04 223.1 6.0 CPA3 -LD 78 13x6 Stg Elem Feed Pres Perm Perm Beta Perm Conc Concentrate saturation levels no. pres drop flow Flux sal osm CaSO4 SrSO4 BaSO4 SiO2 Lang. psi psi gpm gfd TDS pres 1 -1 1 244.1 2.5 5.4 19.3 1.13 32.7 55.6 6 21 66 11 -0.4 1 -1 2 241.6 2.0 5.0 18.0 1.10 37.6 64.5 7 26 79 13 -0.2 1 -1 3 239.6 1.6 4.6 16.4 1.16 42.8 75.6 9 31 96 15 0.0 1 -1 4 237.9 1.3 4.0 14.6 1.16 49.1 89.2 11 39 118 18 0.2 1 -1 5 236.6 1.0 3.5 12.4 1.17 57.0 105.4 14 48 144 21 0.4 1 -1 6 235.6 0.8 2.8 10.1 1.10 66.9 123.6 17 58 176 24 0.6 1 -2 1 231.8 1.9 3.0 11.0 1.09 71.5 137.2 19 66 197 27 0.7 1 -2 2 229.9 1.7 2.5 9.1 1.08 77.3 149.6 21 73 219 29 0.8 1 -2 3 228.3 1.5 2.1 7.4 1.07 83.9 161.4 24 81 241 31 0.9 1 -2 4 226.8 1.3 1.7 5.9 1.06 91.3 172.3 26 88 261 34 1.0 1 -2 5 225.5 1.2 1.3 4.7 1.05 99.6 181.9 28 94 279 36 1.0 1 -2 6 224.2 1.1 1.0 3.6 1.04 108.4 189.9 29 99 295 37 1.1 Stage NDP psi 1 -1 119.7 1 -2 68.1 Product performance calculations are based on nominal element performance when o on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc representative. Calculations for chemical consumption are provided for convenience and are based on various assumptions concerning water quality and composition. As the actual amount of chemical needed for pH adjustment is feedwater dependent and not membrane dependent, Hydranautics does not warrant chemical consumption. If a product or system warranty is required, please contact your Hydranautics representative. Non - standard or extended warranties may result in different pricing than previously quoted. (7/28) Hydranautics Membrane Solutions Design Software, v. 2010 5/25/2010 t Permeate THROTTLING(VARIABLE) RO program licensed to: *Gil Turner Calculation created by: *Gil Turner Project name: Village of Tequesta Permeate flow: 1200000.0 gpd HP Pump flow: 0 1111.1 gpm Raw water flow: 1600000.0 gpd Permeate throttling(Variab.) 0.0 psi Feed pressure: 258.2 psi Permeate recovery: 75.0 % Feedwater Temperature: 23.4 C(74F) Feed water pH: 6.8 Element age: 3.0 years Chem dose, ppm (100 %): 26.6 H2SO4 Flux decline % per year 5.0 Fouling factor: 0.86 Salt passage increase, % /yr. 10.0 Average flux rate: 12.5 gfd Feed type: Well Water Stage Perm. FlowNessel Flux Beta Conc. &Throt. Element Elem. Array Flow Feed Conc Pressures Type No. gpm gpm gpm gfd psi psi 1 -1 663.3 41.2 16.6 14.7 1.10 248.7 35.0 CPA3 -LD 162 27x6 1 -2 170.0 34.4 21.4 7.8 1.05 236.6 6.0 CPA3 -LD 78 13x6 Raw water Feed water Permeate Concentrate Ion m /I CaCO3 ma/1 CaCO3 m /1 CaCO3 m /I CaCO3 Ca 160.0 399.0 160.0 399.0 1.296 3.2 636.1 1586.3 Mg 180.0 740.7 180.0 740.7 1.457 6.0 715.6 2945.0 Na 1250.0 2717.4 1250.0 2717.4 47.965 104.3 4856.1 10556.8 K 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 NH4 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 Ba 0.020 0.0 0.020 0.0 0.000 0.0 0.080 0.1 Sr 8.700 9.9 8.700 9.9 0.070 0.1 34.589 39.5 CO3 0.4 0.7 0.0 0.1 0.000 0.0 0.2 0.3 HCO3 195.2 160.0 162.3 133.1 8.199 6.7 624.7 512.1 SO4 360.0 375.0 386.0 402.1 2.763 2.9 1535.8 1599.8 Cl 2600.0 3667.1 2600.0 3667.1 73.723 104.0 10178.8 14356.6 F 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 NO3 0.0 0.0 0.0 0.0 0.000 0.0 0.0 0.0 B 0.00 0.00 0.000 0.00 SiO2 13.0 13.0 0.31 51.1 CO2 1 16.98 45.51 45.51 45.51 TDS 4767.3 4760.1 135.8 18633.2 H 7.2 1 6.8 5.5 7.2 Raw water Feed water Concentrate CaSO4 / Ksp * 100: 5% 5% 30% SrSO4 / Ksp * 100: 17% 18% 101% BaSO4 / Ksp * 100: 52% 56% 299% SiO2 saturation: 10% 10% 37% Langelier Saturation Index 0.00 -0.48 1.10 Stiff & Davis Saturation Index -0.20 -0.69 0.37 Ionic strength 0.10 0.10 0.38 Osmotic pressure 48.6 psi 48.4 psi 189.1 psi i Product performance calculations are based on nominal element performance when o on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc representative. Calculations for chemical consumption are provided for convenience and are based on various assumptions concerning water quality and composition. As the actual amount of chemical needed for pH adjustment is feedwater dependent and not membrane dependent, Hydranautics does not warrant chemical consumption. If a product or system warranty is required, please contact your Hydranautics representative. Non - standard or extended warranties may result in different pricing than previously quoted. (7/28) Hydranautics Membrane Solutions Design Software, v. 2010 5/25/2010 J Permeate THROTTLING(VARIABLE) RO program licensed to: *Gil Turner Calculation created by: *Gil Turner Project name: Village of Tequesta Permeate flow: 1200000.0 gpd 0 HP Pump flow: 1111.1 gpm Raw water flow: 1600000.0 gpd Permeate throttling(Variab.) 0.0 psi Feed pressure: 258.2 psi Permeate recovery: 75.0 % Feedwater Temperature: 23.4 C(74F) Feed water pH: 0 6.8 Element age: 3.0 years Chem dose, ppm (100%): 26.6 H2SO4 Flux decline % per year: 5.0 Fouling factor: 0 Salt passage increase, % /yr. 10.0 Average flux rate: 12.5 gfd Feed type: Well Water Stage Perm. FlowNessel Flux Beta Conc.&Throt. Element Elem. Array Flow Feed Conc Pressures Type No. gpm gpm gpm gfd psi psi 1 -1 663.3 41.2 16.6 14.7 1.10 248.7 35.0 CPA3 -LD 162 27x6 1 -2 170.0 34.4 21.4 7.8 1.05 236.6 6.0 CPA3 -LD 78 13x6 Stg Elem Feed Pres Perm Perm Beta Perm Conc Concentrate saturation levels no. pres drop flow Flux sal osm CaSO4 SrSO4 BaSO4 SiO2 Lang. psi psi gpm gfd TDS pres 1 -1 1 258.2 2.5 5.0 18.1 1.12 45.2 55.0 6 21 65 11 -0.4 1 -1 2 255.7 2.1 4.7 17.0 1.10 51.4 63.2 7 25 77 12 -0.3 1 -1 3 253.7 1.7 4.4 15.7 1.15 57.8 73.3 9 30 93 14 -0.1 1 -1 4 252:0 1.4 4.0 14.3 1.15 65.4 85.7 11 37 112 17 0.1 1 -1 5 250.6 1.1 3.5 12.6 1.16 74.8 100.8 13 45 137 20 0.3 1 -1 6 249.5 0.8 3.0 10.7 1.10 86.4 118.4 16 56 167 23 0.5 1 -2 1 245.7 2.0 3.2 11.4 1.09 91.9 131.7 18 62 188 26 0.6 1 -2 2 243.7 1.8 2.7 9.7 1.08 98.8 143.9 20 70 209 28 0.8 1 -2 3 241.9 1.6 2.3 8.3 1.08 106.7 156.2 23 78 232 30 0.9 1 -2 4 240.4 1.4 1.9 6.9 1.07 115.7 168.1 25 85 254 33 0.9 1 -2 5 239.0 1.3 1.6 5.6 1.06 125.8 179.2 27 93 275 35 1.0 1 -2 6 237.7 1.2 1.2 4.5 1.05 136.8 189.1 29 99 295 37 1.1 Stage NDP psi 1 -1 136.7 1 -2 85.4 Product performance calculations are based on nominal element performance when o on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc on a feed water of acceptable quality. The results shown on the printouts produc representative. Calculations for chemical consumption are provided for convenience and are based on various assumptions concerning water quality and composition. As the actual amount of chemical needed for pH adjustment is feedwater dependent and not membrane dependent, Hydranautics does not warrant chemical consumption. If a product or system warranty is required, please contact your Hydranautics representative. Non - standard or extended warranties may result in different pricing than previously quoted. (7/28) Koch Membrane Systems, Inc. ROPROS Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 3, 35 psi backpressure Prepared By: KMS Type: Single Pass Design PROJECT SUMaLRY PROCESS FLOW DIAGRAM 1 13 17 18 WE K © CH MEMBRAN SY STEMS RO Recovery [13/4] = 75.0% Overall System Rec [17/(4 +15)] = 75.0% Design Temperature = 74.1 Deg F PASS 1 Array Recovery [13/4] _ = 75.0% Element Age = 3.00 Years Fouling Allowance (FA) = 15.0% Tubes El-s Avg Bank Element Type /Bank /Tube Flux (GFD) 1 TFC 8060 -HR -590 27 4 15.0 2 TFC 8060 -HR -590 13 4 7.9 System /Pass Total 12.7 Pressure Flow Rate TDS 180C Hardness Chloride with FA Stream (Psig) (USGPM) (mg /L) (CaCO3) (mg /L) 1 0.0 1110.7 4667.53 1140.8 2600.0 4 0.0 1110.7 4667.53 1140.8 2600.0 5 245.2 1110.7 4676.88 1140.8 2600.0 13 6.0 833.0 159.25 9.5 89.4 17 0.0 833.0 159.25 9.5 89.4 18 221.6 277.7 18230.00 4534.7 10131.9 Koch Membrane Systems, Inc. ROPROO Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 3, 35 psi backpressure Prepared By: RMS Type: Single Pass Design FEED STREAM StROJARY Percent Stream Temperature of Flow Rate Design Average Stream Name Type Total (USGPM) (Deg F) (Deg F) 1 Feed 1 Well Water 100.0 1111 74.1 74.1 2 Feed 2 Other 0.0 0 77.0 77.0 3 Feed 3 Other 0.0 0 77.0 77.0 4 Net Feed Other 100.0 1111 74.1 74.1 5 Treated Feed Other 100.0 1111 74.1 74.1 CHEMICAL ADDITION To achieve the target pH in stream [5], 360.4 lb /day of 93.2% Sulfuric Acid (H2SO4) is required. FEED STREAM COMPOSITIONS Stream Number 1 2 3 4 5 Concentration (mg /L) (mg /L) (mg /L) (mg /L) (mg /L) Ca ++ 160.00 0.00 0.00 160.00 160.00 Mg ++ 180.00 0.00 0.00 180.00 180.00 Na+ 1250.00 0.01 0.01 1250.00 1250.00 R+ 0.00 0.00 0.00 0.00 0.00 NH4+ 0.00 0.00 0.00 0.00 0.00 Sr ++ 8.70 0.00 0.00 8.70 8.70 Ba ++ 0.02 0.00 0.00 0.02 0.02 Fe ++ 0.00 0.00 0.00 0.00 0.00 Mn ++ 0.00 0.00 0.00 0.00 0.00 CO3 -- 0.00 0.00 0.00 0.00 0.09 HCO3- 195.06 0.01 0.01 195.06 163.66 5O4 -- 360.00 0.00 0.00 360.00 384.69 Cl- 2600.00 0.00 0.00 2600.00 2600.00 NO3- 0.00 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00 0.00 0.00 SiO2 13.00 0.00 0.00 13.00 13.00 CO2 20.39 0.00 0.00 20.39 42.97 Sum of Ions 4766.78 0.02 0.02 4766.78 4760.16 TDS (180 C) 4667.53 0.01 0.01 4667.53 4676.88 pH 7.20 7.00 7.00 7.20 6.80 Hardness (as CaCO3) 1140.82 0.00 0.00 1140.82 1140.82 Osm Pressure (Psig) 47.34 0.00 0.00 47.34 47.22 Langlier Index 0.12 -7.00 -7.00 0.12 -0.36 Stiff -Davis Index -0.17 - -- - -- -0.17 -0.65 Koch Membrane Systems, Inc. ROPROO Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 3, 35 psi backpressure Prepared By: KMS Type: Single Pass Design PRODUCT STREAM SUMMARY Stream Temperature Flow Rate Design Average Stream Name (USGPM) (Deg F) (Deg F) 13 Permeate 833 74.1 74.1 14 Stripped Permeat 833 74.1 74.1 15 Feed Bypass 0 77.0 77.0 16 Blended Product 833 74.1 74.1 17 Treated Product 833 74.1 74.1 CHEMICAL ADDITION No Chemical Treating PRODUCT STREAM COMPOSITIONS Stream Number 13 14 15 16 17 Concentration (mg /L) (mg /L) (mg /L) (mg /L) (mg /L) Ca ++ 1.34 1.34 0.00 1.34 1.34 Mg ++ 1.50 1.50 0.00 1.50 1.50 Na+ 58.73 58.73 0.00 58.73 58.73 R+ 0.00 0.00 0.00 0.00 0.00 NH4+ 0.00 0.00 0.00 0.00 0.00 Sr ++ 0.07 0.07 0.00 0.07 0.07 Ba ++ 0.00 0.00 0.00 0.00 0.00 Fe ++ 0.00 0.00 0.00 0.00 0.00 Mn ++ 0.00 0.00 0.00 0.00 0.00 CO3 -- 0.00 0.00 0.00 0.00 0.00 HCO3- 10.98 10.98 0.00 10.98 10.98 5O4 -- 2.32 2.32 0.00 2.32 2.32 Cl- 89.38 89.38 0.00 89.38 89.38 NO3- 0.00 0.00 0.00 0.00 0.00 F- 0.00 0.00 0.00 0.00 0.00 S±02 0.51 0.51 0.00 0.51 0.51 CO2 42.87 42.87 0.00 42.87 42.87 Sum of Ions 164.84 164.84 0.00 164.84 164.84 TDS (180 C) 159.25 159.25 0.00 159.25 159.25 pH 5.63 5.63 7.00 5.63 5.63 Hardness (as CaCO3) 9.53 9.53 0.00 9.53 9.53 Osm Pressure (Ps±g) 1.78 1.78 0.00 1.78 1.78 Langlier Index -4.92 -4.92 -7.00 -4.92 -4.92 Stiff -Davis Index - -- - -- - -- - -- - -- Koch Membrane Systems, Inc. ROPROO Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 3, 35 psi backpressure Prepared By: KMS Type: Single Pass Design ARRAY SUb2GMY - PASS 1 Permeate Flom 833.0 USGPM Temp (Design /Avg) 74.1/ 74.1 Deg F Pass Recovery 75.0 % Fouling Allowance (FA) 15.0 % Inlet Pres w/o FA 223.7 Psig Conc. Pres w/o FA 200.1 Psig Inlet Pres w /FA 245.2 Psig Tubes El- Elems Elem Boost Manifold Perm Back Bank Element Type /Bank /Tube /Bank Age Pressure Loss Pressure ( #) ( #) ( #) (Yr) (Psig) (Psig) (Psig) 1 TFC 8060 -HR -590 27 4 108 3.00 0.0 3.0 35.0 2 TFC 8060 -HR -590 13 4 52 3.00 0.0 3.0 6.0 Total Tube Total Tube Avg Inlet Avg Bank Final Bank Feed Feed Conc. Conc. Flux Pres NDP DP Element (GPM) (GPM) (GPM) (GPM) (GFD) (Psig) (Psig) (Psig) Beta 1 1110.7 41.1 446.9 16.6 15.0 223.7 99.1 9.1 1.109 2 446.9 34.4 279.5 21.5 7.9 211.7 52.1 8.5 1.037 System 12.7 Net Feed RO Inlet Conc. Permeate Stream Number 4 5 18 13 Concentration (mg /L) (mg /L) (mg /L) (mg /L) Ca ++ 160.00 160.00 635.99 1.34 Mg ++ 180.00 180.00 715.49 1.50 Na+ 1250.00 1250.00 4823.80 58.73 K+ 0.00 0.00 0.00 0.00 NH4+ 0.00 0.00 0.00 0.00 Sr ++ 8.70 8.70 34.58 0.07 Ba ++ 0.02 0.02 0.08 0.00 Fe ++ 0.00 0.00 0.00 0.00 Mn ++ 0.00 0.00 0.00 0.00 CO3 -- 0.00 0.09 0.37 0.00 HCO3- 195.06 163.66 622.12 10.98 5O4 -- 360.00 384.69 1531.79 2.32 Cl- 2600.00 2600.00 10131.88 89.38 NO3- 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00 0.00 SiO2 13.00 13.00 50.47 0.51 CO2 20.39 42.97 42.97 42.87 Sum of Ions 4766.78 4760.16 18546.55 164.84 TDS (180 C) 4667.53 4676.88 18230.00 159.25 pH 7.20 6.80 7.38 5.63 Hardness (as CaCO3) 1140.82 1140.82 4534.67 9.53 Osm Pressure (Psig) 47.34 47.22 183.56 1.78 Langlier Index 0.12 -0.36 1.40 -4.92 Stiff -Davis Index -0.17 -0.65 0.54 - -- Membrane data file version: Nov -11 -2008 Please review the Design Notes & Warnings page attached. Concentrate exceeds solubility limit - see warnings sheet. Koch Membrane Systems, Inc. ROPRO@ Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 3, 35 psi backpressure Prepared By: RMS Type: Single Pass Design CHEMICAL ADDITION 360.4 lb /day of 93.2% Sulfuric Acid (H2SO4) is required to achieve the target pH in stream [5]. CONCENTRATE SATURATION DATA - STREAM 18 Langlier Index = 1.400 <= Warning: Scaling Potential Stiff -Davis Index = 0.542 <= Warning: Scaling Potential Ratio [Ba][SO4] to Ksp(BaSO4) = 2.56 <= Warning! DESIGN WARNINGS - PASS 1: None APPROXIMATE PUMPING POWER REQUIREMENTS (kW) Feed pumping power (w /FA) @65.0% efficiency 182.29 Interbank pumping power @65.0% efficiency 0.00 NOTE This projection is the anticipated performance and is based on nominal properties of the elements, with manifold losses as included. The fouling allowance option (if included) increases the required 'clean water' net driving pressure by the stated percentage. Program default values are estimates only, and may not be representative of the actual fouling potential of the water source. This software is provided by Koch Membrane Systems, Inc as a service. The projections are based upon input by the User, and assume that sound engineering principles and practices have been followed. This printout should not be considered a warranty or guarantee unless accompanied by a statement to that effect from Koch Membrane Systems, Inc. Koch Membrane Systems, Inc. ROPROO Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 0, 35 psi backpressure Prepared By: KMS Type: Single Pass Design PROJECT SUb2GiRY PROCESS FLOW DIAGRAM 1 13 17 4 5 18 Ke MID=" MEMBRAN SY STEMS RO Recovery [13/4] = 75.0% Overall System Rec [17/(4 +15)] = 75.0% Design Temperature = 74.1 Deg F PASS 1 Array Recovery [13/4] _ = 75.0% Element Age = 0.00 Years Fouling Allowance (FA) = 5.0% Tubes Elems Avg Bank Element Type /Bank /Tube Flux (GFD) 1 TFC 8060 -HR -590 27 4 15.0 2 TFC 8060 -HR -590 13 4 7.9 System /Pass Total 12.7 Pressure Flow Rate TDS 180C Hardness Chloride with FA Stream (Psig) (USGPM) (mg /L) (CaCO3) (mg /L) 1 0.0 1110.7 4667.53 1140.8 2600.0 4 0.0 1110.7 4667.53 1140.8 2600.0 5 230.9 1110.7 4676.89 1140.8 2600.0 13 6.0 833.0 159.16 9.5 89.3 17 0.0 833.0 159.16 9.5 89.3 18 207.3 277.7 18230.27 4534.7 10132.0 Koch Membrane Systems, Inc. ROPROO Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 0, 35 psi backpressure Prepared By: 14IS Type: Single Pass Design ARRAY SUb2dARY - PASS 1 Permeate Flow 833.0 USGPM Temp (Design /Avg) 74.1/ 74.1 Deg F Pass Recovery 75.0 % Fouling Allowance (FA) 5.0 % Inlet Pres w/o FA 223.7 Psig Conc. Pros w/o FA 200.1 Psig Inlet Pres w /FA 230.9 Psig Tubes Elems Elems Elem Boost Manifold Perm Back Bank Element Type /Bank /Tube /Bank Age Pressure Loss Pressure ( #) ( #) ( #) (Yr) (Psig) (Psig) (Psig) 1 TFC 8060 -HR -590 27 4 108 0.00 0.0 3.0 35.0 2 TFC 8060 -HR -590 13 4 52 0.00 0.0 3.0 6.0 Total Tube Total Tube Avg Inlet Avg Bank Final Bank Feed Feed Conc. Conc. Flux Pres NDP DP Element (GPM) (GPM) (GPM) (GPM) (GFD) (Psig) (Psig) (Psig) Beta 1 1110.7 41.1 446.9 16.6 15.0 223.7 99.2 9.1 1.109 2 446.9 34.4 279.5 21.5 7.9 211.7 52.2 8.5 1.037 System 12.7 Net Feed RO Inlet Conc. Permeate Stream Number 4 5 18 13 Concentration (mg /L) (mg /L) (mg /L) (mg /L) Ca ++ 160.00 160.00 635.99 1.34 Mg ++ 180.00 180.00 715.49 1.50 Na+ 1250.00 1250.00 4823.89 58.70 R+ 0.00 0.00 0.00 0.00 NH4+ 0.00 0.00 0.00 0.00 Sr ++ 8.70 8.70 34.58 0.07 Ba ++ 0.02 0.02 0.08 0.00 Fe ++ 0.00 0.00 0.00 0.00 Mn ++ 0.00 0.00 0.00 0.00 CO3 -- 0.00 0.09 0.37 0.00 HCO3- 195.06 163.65 622.12 10.98 SO4 -- 360.00 384.69 1531.80 2.32 C1- 2600.00 2600.00 10132.02 89.33 NO3- 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00 0.00 SiO2 13.00 13.00 50.47 0.51 CO2 20.39 42.98 42.98 42.87 Sum of Ions 4766.78 4760.16 18546.82 164.75 TDS (180 C) 4667.53 4676.89 18230.27 159.16 PH 7.20 6.80 7.38 5.63 Hardness (as CaCO3) 1140.82 1140.82 4534.69 9.52 Osm Pressure (Psig) 47.34 47.22 183.56 1.78 Langlier Index 0.12 -0.36 1.40 -4.92 Stiff -Davis Index -0.17 -0.65 0.54 - -- Membrane data file version: Nov -11 -2008 Please review the Design Notes & Warnings page attached. Concentrate exceeds solubility limit - see warnings sheet. Koch Membrane Systems, Inc. ROPRO® Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 0, 35 psi backpressure Prepared By: RMS Type: Single Pass Design CHEMICAL ADDITION 360.4 lb /day of 93.2% Sulfuric Acid (H2SO4) is required to achieve the target pH in stream [5]. CONCENTRATE SATURATION DATA - STREAM 18 Langlier Index = 1.399 <= Warning: Scaling Potential Stiff -Davis Index — 0.541 <= Warning: Scaling Potential Ratio [Ba][SO4] to Ksp(BaSO4) = 2.56 <= Warning! DESIGN WARNINGS - PASS 1: None APPRO%IMILTE PUMPING POWER REQUIREMENTS (kW) Feed pumping power (w /FA) @65.0% efficiency 171.66 Interbank pumping power @65.0% efficiency 0.00 NOTE This projection is the anticipated performance and is based on nominal properties of the elements, with manifold losses as included. The fouling allowance option (if included) increases the required 'clean water' net driving pressure by the stated percentage. Program default values are estimates only, and may not be representative of the actual fouling potential of the water source. This software is provided by Koch Membrane Systems, Inc as a service. The projections are based upon input by the User, and assume that sound engineering principles and practices have been followed. This printout should not be considered a warranty or guarantee unless accompanied by a statement to that effect from Koch Membrane Systems, Inc. li Koch Membrane Systems, Inc. ROPROO Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 0, 35 psi backpressure Prepared By: RriS Type: Single Pass Design FEED STREAM SUM4ARY Percent Stream Temperature of Flow Rate Design Average Stream Name Type Total (USGPM) (Deg F) (Deg F) 1 Feed 1 Well Water 100.0 1111 74.1 74.1 2 Feed 2 Other 0.0 0 77.0 77.0 3 Feed 3 Other 0.0 0 77.0 77.0 4 Net Feed Other 100.0 1111 74.1 74.1 5 Treated Feed Other 100.0 1111 74.1 74.1 CHEMICAL ADDITION To achieve the target pH in stream [5], 360.4 lb /day of 93.2% Sulfuric Acid (H2SO4) is required. FEED STREAM COMPOSITIONS Stream Number 1 2 3 4 5 Concentration (mg /L) (mg /L) (mg /L) (mg /L) (mg /L) Ca ++ 160.00 0.00 0.00 160.00 160.00 Mg ++ 180.00 0.00 0.00 180.00 180.00 Na+ 1250.00 0.01 0.01 1250.00 1250.00 R+ 0.00 0.00 0.00 0.00 0.00 NH4+ 0.00 0.00 0.00 0.00 0.00 Sr ++ 8.70 0.00 0.00 8.70 8.70 Ba ++ 0.02 0.00 0.00 0.02 0.02 Fe ++ 0.00 0.00 0.00 0.00 0.00 Mn ++ 0.00 0.00 0.00 0.00 0.00 CO3 -- 0.00 0.00 0.00 0.00 0.09 HCO3- 195.06 0.01 0.01 195.06 163.65 5O4 -- 360.00 0.00 0.00 360.00 384.69 Cl- 2600.00 0.00 0.00 2600.00 2600.00 NO3- 0.00 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00 0.00 0.00 S1O2 13.00 0.00 0.00 13.00 13.00 CO2 20.39 0.00 0.00 20.39 42.98 Sum of Ions 4766.78 0.02 0.02 4766.78 4760.16 TDS (180 C) 4667.53 0.01 0.01 4667.53 4676.89 PH 7.20 7.00 7.00 7.20 6.80 Hardness (as CaCO3) 1140.82 0.00 0.00 1140.82 1140.82 Osm Pressure (Psig) 47.34 0.00 0.00 47.34 47.22 Langlier Index 0.12 -7.00 -7.00 0.12 -0.36 Stiff -Davis Index -0.17 - -- - -- -0.17 -0.65 Koch Membrane Systems, Inc. ROPRO® Ver. 8.04 -CP Date: Jun -03 -2010 Project: Tequesta Train 3 Expansion Description: yr 0, 35 psi backpressure Prepared By: ISIS Type: Single Pass Design PRODUCT STREAM SUb2gMy Stream Temperature Flow Rate Design Average Stream Name (USGPM) (Deg F) (Deg F) 13 Permeate 833 74.1 74.1 14 Stripped Permeat 833 74.1 74.1 15 Feed Bypass 0 77.0 77.0 16 Blended Product 833 74.1 74.1 17 Treated Product 833 74.1 74.1 CHEMICAL ADDITION No Chemical Treating PRODUCT STREAM COMPOSITIONS Stream Number 13 14 15 16 17 Concentration (mg /L) (mg /L) (mg /L) (mg /L) (mg /L) Ca ++ 1.34 1.34 0.00 1.34 1.34 Mg ++ 1.50 1.50 0.00 1.50 1.50 Na+ 58.70 58.70 0.00 58.70 58.70 R+ 0.00 0.00 0.00 0.00 0.00 NH4+ 0.00 0.00 0.00 0.00 0.00 Sr ++ 0.07 0.07 0.00 0.07 0.07 Ba ++ 0.00 0.00 0.00 0.00 0.00 Fe ++ 0.00 0.00 0.00 0.00 0.00 Mn ++ 0.00 0.00 0.00 0.00 0.00 CO3 -- 0.00 0.00 0.00 0.00 0.00 HCO3- 10.98 10.98 0.00 10.98 10.98 5O4 -- 2.32 2.32 0.00 2.32 2.32 Cl- 89.33 89.33 0.00 89.33 89.33 NO3- 0.00 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00 0.00 0.00 SiO2 0.51 0.51 0.00 0.51 0.51 CO2 42.87 42.87 0.00 42.87 42.87 Sum of Ions 164.75 164.75 0.00 164.75 164.75 TDS (180 C) 159.16 159.16 0.00 159.16 159.16 pH 5.63 5.63 7.00 5.63 5.63 Hardness (as CaCO3) 9.52 9.52 0.00 9.52 9.52 Osm Pressure (Ps±g) 1.78 1.78 0.00 1.78 1.78 Langlier Index -4.92 -4.92 -7.00 -4.92 -4.92 Stiff -Danis Index - -- - -- - -- - -- - -- Reese, William From: Greg Williams [ gwilliams @floridadesigncontractors.com] Sent: Thursday, July 15, 2010 9:30 AM To: Reese, William Subject: FW: Village of Tequesta Here's the response from Hydranautics.com Greg Williams Vice President of Construction Florida Design Contractors, Inc. 0: 561- 845 -1233 x 105 C:561- 719 -6563 F: 561- 848 -5992 From: Amy Ljongquist Sent: Thursday, July 15, 2010 9:25 AM To: Greg Williams Subject: Village of Tequesta « .:::::::::..:.:.::..:......:.::.:.:::....: :.:............ : : : :.........::: From: Gil Turner [ mailto :gturner @hydranautics.com] Sent: Thursday, July 15, 2010 9:16 AM To: Amy Ljongquist Subject: RE: Village of Tequesta Amy, We will keep our quotation for the CPA3 -LD valid until the end of October, 2010 and beyond if mutually agreeable to all parties. We can also delay shipment of the membranes until the latter part of 2011 with a purchase order by the end of October. The only other considerations we can offer are a list of CPA3 installations in Florida that include the City of Cape Coral, the Town of Highland Beach and the City of Englewood, all of which have operating successfully for a number of years. Our CPA3 membrane element with our LD technology (e.g. wider 31 mil feed spacer) is an industry standard and has been manufactured by Hydranautics for over three decades. Please let me know if we can furnish any additional information or assistance. Best regards, Gil I Reese, William From: Greg Williams [gwilliams@floridadesigncontractors.com] Sent: Thursday, July 15, 2010 8:22 AM To: Reese, William Subject: FW: Village of Tecluesta Attachments: Nature Bkgrd.jpg Importance: High Here is the response from Koch. Greg Williams Vice President of Construction Florida Design Contractors, Inc. 0: 561-845-1233 x 105 C:561- 719 -6563 F: 561-848-5992 ............... .... . . From: Richard, Donald [mailto:RjcharOD@kochind.com] Sent: Thursday, July 15, 2010 8:16 AM To: Amy Ljongquist Cc: Greg Williams Subject: FW: Village of Tecluesta Importance: High For the Village of Tequesta expansion project, we quoted a price consistent with typical and current municipal OEM market pricing for our membranes and actually quoted the same membrane price that we quoted for the 2nd train expansion from 2 years ago. We set our overall pricing by holding our price on the membranes from 2 years ago and quoting our projected costs (No margin) only on the travel and on-site costs. We did not build any "premium" into our pricing nor did we just assume that with the long customer relationship we have with the end-user, we could command a higher price. The competition has offered pricing that almost certainly establishes a new low price for membranes in North America by a substantial amount and certainly much lower than anyone has seen to date. The extremely low pricing offered is a business decision on their part to buy the job and is almost certainly not sustainable business at that level. It represents such a questionable business decision that one has to wonder how they might try to cover their decision if awarded the job at the price quoted. lt doesn't seem likely that the competition will be able to cover their costs for the product and all of the travel and on-site costs with such low pricing, but if this is how they wish to run their business, we are in no position to stop them, however we do not run our business this way. I suggest that since the competition is offering such a low price, I would look to hold their feet to the fire and make sure that they deliver all that has been promised if they are awarded the job. I would also get in writing and in advance everything clearly spelled out that the customer should expect to get for the very low price offered so nothing is forgotten later or questionable in the future (ex. "you wanted us here for 5 days, we thought it was only 2"). 1 would also make sure that the person that they plan to send to site meets all of the qualifications required by the Engineer. We have over 500 employees and the largest engineering staff of any of the membrane manufacturers in the business today because we design and fabricate systems as well and we have only a couple of engineers that meet all of the qualifications required by the A&E for this project. I have little doubt that our competitors will try to cut comers somewhere like the number of trips to site or the number of days on site, etc., to minimize their losses. They may also try to use their local sales guy for some of the onsite work, which is OK as long as he meets the minimum requirements set by the A&E. Be careful that they don't claim to be on site when they are not or fabricate data during the PAT. Our offer was (and remains) to fully comply with the engineer's bid specifications in its' entirety without cutting any corners. I think that our products (and their performance) both at the Village of Tequesta and at any other site one might wish to consider speak for themselves. You might want to make sure that the other guys can make the same claims. Regards, Don Richard Koch Membrane Systems Sales Manager Cell: 407 -595 -8363 2 SUBCONTRACTOR: PROJECT: � QFL - T c 9- CONTACT: ,n.�,.>40�cS A�S �rt ►� 2EcZ'G� FINISH ON TIM ( Y/N ' -9cT `S F+E4Z) - pQ —,aea s�.�s sc $ CHANGE ORDER TENDENCY (1 (low) - 10 (high) ): L t-rrt�E �Z�S�'tED FIELD COMPETENCY ( 1 (low) - 10 (high) ): G - OFFICE COMPETENCY( 1 (low) - 10 (high) ): (o USE AGAIN:ON OTHER COMMENTS: laotS-L_ D 6 _e <ztA.s Fcs2rc `TI t-� �3 v�' TII�PIc lS NG SKC,f-1C 9 0ASLS Tv THEI a��iF �CNF �'Q�Ec i ►� PG s –, A scd+ez0 L p �o� - +64 ?s t o-'3 - 1 kt rcy �O I�_ C L� y o TJ` G-r� – T ttE�r -16�•r rc ,�.�.SCD i —E OT I-k 42 L S T�cD RQ GCSC -CTS l�n C. 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L 0gr4zQ Ta 42 c T L G1 ✓ E L flNt7 �iS���' IJG i 712" T E L � X6L -/2 I SUBCONTRACTOR: L �L,4 PROJECT: CONTACT: FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: PROJECT: F Cr-J T I�TP CONTACT: FINISH ON TIMEaV �`' ' T t-'"�s CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): $ OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAI" OTHER COMMENTS: F ti TS A-fz-4E' 2E e- A4 TES To Ajcv ��n SUBCONTRACTOR: �cyEC.QevQ ELEt PROJECT: , 7 p,g I,yASTe a CL-A," CrL,T CONTACT: f,Z a ,�, ,�� L _ G , ,�,�,e ,o _ A Ais w6L.Tl S /T Vw MG/1 d - E 2 - OC.�i C9/�T! t X130 FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: PROJECT: 5y/v2iS.�r CONTACT: kacl -0 - 95 v&j L- LC -�T' �✓IC- SS�Gy� FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: I SUBCONTRACTOR: X CVEL,4 E - Lfcc . PROJECT: 0'0e- uQ/� �L� ry fiTF CONTACT: 1V6T CW .o 0 FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: PROJECT: CONTACT: FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: it SUBCONTRACTOR: - 7;4 a-; PROJECT: CONTACT: _GH�S UsvTCiL ,` 2 a FINISH ON TIME:`YN CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): / O OFFICE COMPETENCY( 1 (low) - 10 (high)) /lam? SU2E USE AGAIN:WN OTHER COMMENTS: _ /- D�i�'1 - /Llo /SSvES GL'I��T [ - u o So rtE 6 -2O/Z/G et j i 7 - A- c STS PROJECT: CONTACT: FINISH ON TIME. �% CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): 1p OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: SUBCONTRACTOR: - T - ; a, W PROJECT: L lh�.j L_^rc� CONTACT: _�c_a C�T� of Lp��y LAlL6 FINISH ON TIME: ' CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY( 1 (low) - 10 (high) ): 6 OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN / OTHER COMMENTS: ii1,40e,/o V t%_=- Q tc NTr� z - er l,0 L `t �-FEy BARE A- BL S �Tm PROJECT: of C.c lc�P.cca_ S`sc'P►,� 1.� � is TZo 3RD 4pS 4�S `�ZS CONTACT: 3cti �_, X020 5t{EL b a zz aALi FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: SUBCONTRACTOR: PROJECT: CONTACT: FINISH ON TIME:WN CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAINON OTHER COMMENTS: - �`c5 - off C� Q 1 p - � ��sT' S � � � • � �GU� - o v.s v P �G sL�rL L y �.Ecxr7 - �- t- .a�►JE� S�.�p - � �o r���. P�o.�r PROJECT: G --P"vf-c u - CONTACT: M % l C l y C3F-y k �-�-E FINISH ON TIME:(Z IC -- CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAINtN OTHERCOMMENTS: I I ARCADIS h ARCADIS US, Inc. Infrastructure, environment buildings 2081 vista Parkway West Palm Beach Florida 33411 Tel 561.697.7000 Florida Design Contractors, Inc. via fax Fax 561.697.7751 1326 Killian Drive www.arcadiS- us.com Lake Park, FL 33403 Attn: Greg Williams, Project Manager Subject: Village of Tequesta Proposed Electrical Subcontractor WATER RESOURCES Dear Mr. Williams: During the process of confirming qualifications of the proposed electrical subcontractor for the Village of Tequesta project we have determined that two of the Date: supplied references are for projects that are, reportedly, not complete. Additionally, July 21, 2010 three of the projects appear to have not been performed by the proposed electrical contractor. This appears to leave seven viable projects satisfying the project type and Contact: size requirements set forth in the Instructions To Bidders (IB). Please submit at least William D. Reese three additional projects satisfying IB 1.09 (5), (7). Should this not be possible, Phone please review IB 1.10 and advise how you wish to proceed. The options are as 561 - 697 -7069 follows. Email: 1. Submit an alternate proposed electrical subcontractor with suitable will iam.reese@arcadis- qualifications information. Please note, failure to submit an alternate (or us.com offer suitable other explanation as to how the subcontractor does satisfy Our ref: the stated criteria) may result in rejection of the bid. WF109000.0000 2. You may elect to request that consideration for award be placed on Council agenda for a decision as submitted. Note that if you select this Florida License Numbers approach, absent the presentation of other suitable information, we will Engineering be unable to represent the original electrical subcontractor satisfies the EB00007917 required qualifications criteria. Should you follow this approach you may Geology also submit any other relevant information you wish the Council to GB564 consider before making its decision. The Owner, of course, may elect to Landscape Architecture award or not based upon whatever action they feel is in the Village's best LC26000269 interest. surveying LB7062 Should you elect to proceed as indicated in Item #1 above, we will appreciate receiving the information as quickly as possible. Note that a response is required within 10 days of the date of this letter as a maximum, as set forth in IB 1.10. Imagine the result g:\apmjectslv.TNwfpmjectsk109000-votmwtpa p \dots \fdc subcontractor 0721201 O.doc ARCADIS Greg Williams July 21, 2010 Thank you for your urgent attention to this unfortunate matter. Please feel free to call should you have questions or wish to discuss this further. Very truly yours, ARCADIS US, Inc. William D. Reese, P.E. Vice President i I II I �I Page: G:\AProjeds \WR\WF PROJECTS \100000 -VOT RO WTP EXP\DOCS\FDC Suboonhador 07212010.d.0 2/2 -- ESTABLISHED 1979 - i AM CONTRACTORS CIVIL 8 ENV /RONMEN AL OW July 22, 2010 ARCADIS US, Inc. 2081 Vista Parkway West Palm Beach, FL 33411 Attn: William D. Reese, P.E., Vice President Subject: Village of Tequesta, Proposed Electrical Subcontractor Dear Mr. Reese: I am in receipt of your letter dated July 21, 2010 in regards to the qualifications of the proposed electrical subcontractor for the referenced project. Florida Design understands and respects your decision to reject the electrical subcontractor due to their inability to meet the qualification requirements as stated in the Instructions To Bidders, paragraph 1.10. In response to this unfortunate outcome, we would like to exercise our right, as outlined in the above referenced paragraph, to propose the qualifications of an alternate electrical subcontractor (without cost and /or time alterations to the original bid submittal) for your review and consideration. Please review the attached qualifications for Edwards Electric Corp. If you require any additional information and /or have any questions, contact me at your convenience. We look forward to your favorable decision in recommending award of this project. Sincerely, � I L. Williams, Vice President Florida Design Contractors, Inc. i Cc: Thomas H. Clarke, President FDC I 1326 South Killian Drive, West Palm Beach, Fl- 33403 www.FioridaDesignContractors.com Phone: 561-845-1233 Fax: 561-848-5992 CGC- 040304 Jun.15. 2010 9:49AM EDWARDS ELECTRIC CORP, No,2069 P. 1/4 �Ic INDUSTRIAL ELECTRICAL CONTRACTORS June 15, 2010 VMLAGE OF TEQI FEUD 'w_ATrR BRAD= MET. r 3.6 MGU EPN I!�111I PROJECT N©.yYF10" PALM BEACH CQUNTY, IWMA b_aractions to Bidder - L0915 — Ouitlifiication of 1 mt-rical Subeontraet2r Proiect Camete #I Project Name: North Xtegiot Wastewater Treatment Plant MCC and Building Owner. Broward County Project Location: Pompano Reach, Fl. Contact Name: Glenn Cunningham: Phone Number: 954 - 987 -0066 Date Started: November / 2006 Date Completed: January / 2008 Contract Dollar Value: $ 965,938 Point Camplete ##2 Project Name: Seacoast Utility .Authority Generator Upgrades Owner: Seacoast Utility Authority Project Location: Palm Beach Gardens, Fl, Contact Name: Keith Haas Phone Number: 561.627 -2900 Date Started: October ! 2007 Date Completed: May / 2008 Contract Dollar Value: $1,160,953 Proiect Comte Project Name: Southern Regional Wastewater Treatment Plant Owner: City of Hollywood Project Location: Hollywood, Fl, Contact Name: Patrick Carr Phone Number: 305 - 325 -1930 Date Started: April / 2003 Date Completed: July / 2008 Contract Dollar Value: $1,150,000 Jun.15, 2010 9:49AM EDWARDS ELECTRIC CORP. No-2069 P. 2/4 $mjgg Complete #4 Project Name: Palm Beach County Waxer Treatment Plant No.8 Owner: Palm Beach County Water Utilities Department Project Location: West Palm Beach, Fl. Contact Name: Casey Sullivan Phone Number: 954 -975 -0388 Date Started: August / 2006 Date Completed: August / 2008 Contract Dollar,Value: $ 2,279,785 Proiect Complete #5 Project Name: Tropical Farms WTPIWWTP Owner: Martin County Utilities Project Location: Martin County, Fl. Contact Name: Paul Lamparelli Phone Number: 772 -221 -1433 Date Started: August / 2004 Date Completed: September / 2008 Contract Dollar Value: $ 3,845,000 PrObd CQMDletE #6 Project Nance: 03. Lohmeyer WWI? Owner: City of Fort Lauderdale, Fl. Project Location: Fort Lauderdale, Ft. Como Name: Pat Carr Phone Number: 305325.1930 Date Started: May / 2006 Date Completed: October / 2008 Contract Dollar Value: $ 2,187,000 � Proiect ComBletc #7 Project Name: Coral Springs Improvement District WWTP Owner: Coral Springs improvement District Project Location; Coral Springs, Fl. Contact Name: Cory Johnson Phone Number: 407- 353 -0818 Date Started: September / 2006 Date Completed: November / 2008 Contract Dollar Value: $1,976,000 Project CamBle. to #8 Project Name: Water and Wastewater Pump Station Upgrades Owner: City of Miami Beach, Fl. Project Location. Mom! Beach, Fl. Contact Name: Lou Beck Phone Number: 954 -587 -0520 Date Started: June / 2004 Date Completed: November / 2008 Contract Dollar Value: $ 4,797,000 Jun.15. 2010 9,49AM EDWARDS ELECTRIC CORP. No.2069 P. 3/4 Project Complete #9 Project Name: North County WTP Expansion Owner. Indian River County Project Location: Vero Beach, Fl. Contact Name: Pat Carr Phone Number: 305 - 325 -1930 Date Started: January 12007 Date Completed: December / 2008 Contract Dollar Value: $ 3,035,000 Project Comploe #10 Project Name: Plantation WTP / WWTP Owner: City of Plantation Project Location: Plantation, Fl, Contact Name: Mario Gamboa Phone Number: 954 -837 -0030 Date Started: February / 2009 Date Completed: February / 2010 Contract Dollar Value: $ 1,732,000 Sincerely Yours, Tyrone A.. Fox Vice President Phone 561. 683 -7066 EM 208 Fax 561- 683 -8115 Cell 561- 722 -9648 Email: tfoxvpeeo@aol.com 10027qua1 EDWARDS ELECTRIC CORP. WEB: www.edwardwkctde.com 7231 SOUTHERN BLVD., SUITE c-2, WEST PALM BEACH, FL, 33413 561..683 -7066 (Phone) 561 - 683-$115 (Fax) tfoxvne c aoLcom (E -mail) EC- 0001100 ...._. ,__.Jun. 15. 2010...9 49 AM - EDWARDS E LECTRIC CORP. 2069= 4/4 `...._ u 11PA ; N' ,Y .r /!`� �r Cr�!�' /'� r}(�/1�• �* v;•± r•'v.: . t.' 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S ;:�Ifi.'•r wli-= ,.21,1( ACHt�13N1Y; ':: EOPTD'�+�: OIEI GfiX_Rf':: ?c., TAX GO LLECTOii "ALM "NE ,Sr n v'� 07/21/2010 16:13 5616977751 ARCAIIIS PAGE 01/02 V2 ARCADI RRCADI5 U5, Inc, infrastructure, environment, buildings 2051 vista Parkwa West PelM SWOh Florida 33411 Tel 561.697.7000 Florida Design Contractors, Inc. via fax Fax 561.697.7751 1326 Killian Drive www.arcedie -uscom Lake Park, FL 33403 Attn: Greg Williams, Project Manager Subject: Village of Tequesta Proposed Electrical Subcontractor WATER RESOURCES Dear Mr. Williams: During the process of confirming qualifications of the proposed electrical subcontractor for the Village of Tequesta project we have determined that two of the Dam supplied references are for projects that are, reportedly, not complete. Additionally, July 21, 2090 three of the projects appear to have not been performed by the proposed electrical contractor. This appears to leave seven viable projects satisfying the project type and conteor. size requirements set forth in the Instructions To Bidders (IB). Please submit at least William 0. Reese three additional projects satisfying IB 1,09 (5), (7). Should this not be possible, please review IB 1.18 and advise how you wish to proceed. The options are as 561 -697 -7069 follows. email: 1. Submit an alternate proposed electrical subcontractor with suitable william.reesel_arcadis- US.com qualifications information. Please note, failure to submit an alternate (or offer suitable other explanation as to how the subcontractor does satisfy Out rot the stated criteria) may result In rejection of the bid. WF109000.0000 2. You may elect to request that consideration for award be placed on Council agenda for a decision as submitted. Note that if you select this Florida License Numbers approach absent the presentation of other suitable information, we will Engineering be unable to represent the original electrical subcontractor satisfies the EBOODD7917 required qualifications criteria. Should you follow this approach you may Geology also submit any other relevant information you wish the Council to Ge504 consider before making its decision. The Owner, of course, may elect to Landscape Arehliecture award or not based upon whatever action they feel is in the Village's best LC26000269 interest. Surveying LB7062 Should you elect to proceed as indicated in Item #1 above, we Wil appreciate receiving the information as quickly as possible. Note that a response is required within 10 days of the date of this letter as a maximum, as set forth in 18 1.10. I I Imagine the result A.1grrvlairiwtef om7odau6DW4+roiro *pt� 1idn� W21201;Aaa 07/21/2010 16:13 5616977751 ARCADIS PAGE 02/02 ARCADIS Greg Williams July 21, 2010 Thank you for your urgent attention to this unfortunate matter. Please feel free to call should you have questions or wish to discuss this further. Very truly yours, ARCADIS US, Inc. William D. Reese, P.E. Vice President Page; 0.%&DMJQMWFRWF PRCOECON1 DROWVOTROw7PC ?"OC3W9C3ubwMad" 2/2 SUBCONTRACTOR: PROJECT: ICR, (4J Lcn CONTACT: �9.�}�[� /►� c �� uS kc� - tN L.�EV O� i � (��. FINISH ON TIME:0N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): q OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: �l J OTHER COMMENTS: T@ PROJECT: TP CONTACT: FINISH ON TIMBSN CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): 1 b OFFICE COMPETENCY ( 1 (low) - 10 (high) ): t a USE AGAIN:;Y,JN OTHER COMMENTS c.* t� �G�,c� N� lu cS{{ tic -2 G.t-E AY-t r, F G fZ OFD S I SUBCONTRACTOR: PROJECT: cLr�c_a N CONTACT: FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): S - FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): l0 USE AGAIN.. jN OTHER COMMENTS: PROJECT: 1- CONTACT: E� ^��� (�S µ • G. FINISH ON TIME: Yy SuT tJcT THEIR. FpucT. j�2_„t%,L6 -� CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): q 10 OFFICE COMPETENCY ( 1 (low) - 10 (high) ): y USEAGAIN: 4N,S5.0LuZEi.2, OTHER COMMENTS: lc�l, S�p�A - `t{E -E (t PVSt� SUBCONTRACTOR: PROJECT: (Vor -yt4 CONTACT: t- ., /`' CL_ vs Yc*may FINISH ON TIMECErN CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): Q i -- On USE AGAIN: Y/N OTHER COMMENTS: 2G�FFSS�o tsAL " c 5 - c PROJECT: CONTACT: FINISH ON TIME: Y/N CHANGE ORDER TENDENCY ( 1 (low) - 10 (high) ): FIELD COMPETENCY ( 1 (low) - 10 (high) ): OFFICE COMPETENCY ( 1 (low) - 10 (high) ): USE AGAIN: Y/N OTHER COMMENTS: